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12150 SW 68TH PARKWAY-4 ATE HRS. r JAQK 1. 7�INNLY 's VAN�IfYER,WA.LANDIMARK FORD I _.. INDEX TO DRAWINGS NO. SNFIET TITHE , ' • !1� � �.��a,� y .� � , -' ------ F � 0 PROJECT INFORMATION �} F © r ► -- up 1 KEY SITE PLAN � �. 2 SITE PLAN in 12 ,a 000 S.IN' 66TH� AVENUE 3 SITE DETAILS TIGARD, OREGON 97223 4 MAIN FLOOR PLAN v a rep 5 ROOM FINISH & DOOR SCHECULE X41 6 EXTERIOR ELEVATIONS 7 EXTERIOR ELEVATIONS we 8 BUILDING SECTIONS m s 9 BUILDING SECTIONS 10 DOOR & WINDOW DETAILS 11 WALL SECTIONS 12 WALL SECTIONS 13 WALL SECTIONS 14 WALL SECTIONS 15 REFLECTED CEILING PLAN USED .CAR 16 ROOF PLAN BUILDING 17 ROOF DETAILS 18 INTERIOR ELEVATIONS/DETAILS & WALL TYPES 19 PAVING PLAN PROJECT DESCRIF'TIO�J PROJECT NO. 9034 New Used Car Sales Building. a one story building of appro}:imately DATE: MAY 31, 1991 2 , 556 sE> . f . with exterior wood frame load bearing wall and glu-lam/wood truss roof structure . Also an exterior overhand supported by concrete sono-tube columns and glu-lam/wood truss structure . y 4 S1 FOUNDATION PLAN S2 ROOF FRAMING PLANS S3 GFNERAL NOTES & FOUNDATION DETAILS e S4 ROOF FRAMING DETAILS s= SS ROOF FRAMING DETAILS •�; S6 NOT USED . I S7 NOT USED _ S8 NOT USED Sg NOT USED IO O C OJET INFORMATION _ P1 PLUMBING EQUIPMENT SCHEDULE & SPECIFICATIONS PR " P2 PLUMBING DETAILS ------L* P3 USED CAR BUILDING PLUMBING FLOOR PLAN r P4 NOT USED BUILDING PERMIT : CITY OF TIGARD � D P5 NOT USED x, P6 NOT USED BUILDING CODE : 1988 U . B . C . & OREGON STRUCTURAL SPECIALTY CODE r P7 NOT USED P8 NOT USED P9 NOT USED ZONE . C—G M1 EQUIPMENT LIST & DETAILS �. '• �( I i r ' 1 F '4s ,• `�+ f OCCUPANCY : B2 , . M2 USED CAR BULDING HVAC ��F, , o � , , : ;� � �, , ��� - .' •w•• r� M3 NOT USED •- e t �- s M4 NOT USED I , ,• �• :.�>a ' c , 7 } _ � „ M5 NOT USED �!�� - it TYPE OF CONSTRUCTION : TYPE 5—"1 _--_ J j` , ,� .. , °„!�, �� AUTOMATIC SPRINKLER 'SYSTEM : NO IM SEPARATION : FOUR SIDES E1 ELECTgIC:AL SITE PLAN, ' P~' �”' �-� fir- FLOOR AREA : 2450 S.F. Cop,/ E2 NOT USED -',j,� ���",- ,: o a --- - I L �� -- E3 NOT USED _\��� v •, .. �. , T ' ' 'I I -� � `T CITY OF Tl -ARD E4 NOT USED " QP �. � �� • . N,a ... , PROJECT SIT .......... ......... c � fa � Approved E5 NOT USED ' �i o d � _ I Condition^I%, �..a.'...^...... . . . .. �.. � �„4- 1' ! 4, For only I r•r. rnr r+ �Il E6 NOT `. ► _ - : ,; s. USED ;;� ,� ;�t I �'� j»;,� � ;q►' ins �e� r F,.:RMI•i f ',_: 86fA / -C a.5 � NOT USED \•, .'` �, � � �, Z I.1.�:� i..u,,�,..,.. to ` ,y � -�� Sr�lil See Ietlerto: , � Attach. > E8 USED CAR SALES LIGHTING PLAN E9 USED BAR SALES POWER PLAN + \ I .Joh Address: E10 PANEL & FIXTURE SCHEDULES `"~ .;� P•, s � . I N I Byso<.L . _16.11? 17 17 I � � 97 f.o.rrw )1 � ��. ;j I ~i S�•.."`�Ji \C:L�--f 1 � • kq ,Ntt• I i '• I' . I t Scale: finch - Mile INA"" A %0`,4M OFFICT '-___—_' _ t WITS I 41�ij1'•'',.`�LI+� 1.li•i~1���1�..:.•/ V i I ; #A ON fill tin r; 5 T uil`t�. . . . . .�„ Vicinity � CONSULTANTS �- -� __ . W STRUCTURAL ENGINEER : W . G . BERRY STRUCTURAL ENGTNEERS X MECHANICAL ENGINEER : PARACLETE ENGINEERS LO ELECTRICAL ENGINEER : JAMES D . GRAHAM & ASSOCIATES , INC . CIVIL ENGINEER : DAVID J . NEWTON ASSOCIATES , INC . SOILS ENGINEER : GEOTECHNICAL RESOURCES , INC . SHEET NO. 1 .0 12150 8W 68TH PARKWAY i. OF '4 �� 'moi 4'R-R AlI .�a.M ..r.« ,•' u '7...,ti.aFc':. ;.. ..y.. _rS':.'�''f ", 4+fr.Y::. , �;'IY,. ,i'. .. a. ' �` J4 I IF THIS DOCUMENT IS LESS ITrI �1I I I .—I--�il r--r—r LEGIBLE THAN THS NOTATIONLr—l-l—II—I II—I I--111 III IIII -=-I—f1-1—I L�I �_—II 1—I.II IIII III I I l—l-l.�llil ' IIIIIII .�III .—III IIi1111 1 1 1 1 11 1 VIII I ' APRIL 211zG8 IT IS DUE TO THE QUALITY OF � _L1 6II- � IIIIIIIIIII I :d4MtCo.rrAeYy 1994 No,36 THE ORIGINAL DOCUMENT. E IIII 'I!l �J - III --- --I-- - III I 91 6fI IEiCI1C1 -1C� l �8 �l9 C� IZ 8ZI96ZIIIIIiZ OZII II8iIIIIItIIIQ II ii'' I1il%11111 IIII III�II �III� 11111111� ZIIII Ci ul� IIII Illllldl GENERAL NOTES7EV�AN� u`y '- THF C("'!!I T!ONS SHT)WN ON TI" }"..A`;5 a'?f' !IASE!1 O\ T':!E: 9f.:ST. !\FORMAT!(1\ �,mf �� 1 AVA I LABLF BUT ARF SI'B.1FCT 'Tn VF.R I F I f:A'r ION CON7RACT'OR SHALL. VER I F1' .�, 'HA. S 12FS . ! OCAT IONS AND ELEVATION'S SHOWN ON THE P!.ANS . VAK I ATI O*,'S FROM r THE PLANS SHALL LIE BROUGKT TO THE ATTENTION OF THE ARCHITECT ra 0 !MMEDIATEL1'. Orfiry' A!.'- WORK TO BE DONE. IN AC'`)RDANCF WIT!I LOCAL COVERNING CCDFS. DO NOT SCALE DRAWING ) CONTRACTOR TO COORDINATI; ALI. ASP!:C?'S OF E:LFCTRIC;L, TF1-,FPHONE. WATER AND SEWER SERVICE REQUIRED W17P SERVING UTILITY COMPANY. LINE BEARING DISTANCE �1 L! S 89057' 18' W 10.00 W L2 N 0 01'04 E 53.31 ' PROVIDE SIGN Cf':�TERF.D AT LEAST 4 ' -09" ABOVE L3 S 0'00'33' N 50.31 GRADE, MARKED WITH INTERNATIONAL SYMBOL OF .� L4 N 18'28'06' W 63.23 ACCFSS AND THE FOLLOWING WORDS ( IN AT LEAST -INCH HIGH LETTERS) : "PARKING WITH DMV I� L5 N 45'03'210' W-T— 70.63 ' Id DISABLED PERMIT ONLY VIOLATORS SUBJECT TO M TOWING UNDER OROS 487. 933 ANIS A FINE UP TO foe r S250.00 UNDER ORS 478 930" . REQUIRED AT � HANDICAP STALLS. �2 SEF. CIVIL. DRAWINGS (9Y ()THF.RS) FOR SITE GRADING, - -� DRAINAGE AND UTILITY PLANS . right of way I SEE`LANDSCAPE PLAN SFE' LANDSCAPE PLANS (BY OT}HERS) FOR PLANTING & IRRIGATION PLAN �4 PYLON SIGN AND DIRECTIONAL. SIGN BY OWNER. USED 'GAR ��� I' PROVTDE ELECTRICAL. SERVICE TO SIGN LOCATION. S . w . 66TH AV f / � � I k ECTRICAL SITE PLAN FOR LOT LIGHTING. �3lJ�LDING N 0 0! '04' E EE 090 4' E �2 .98t -T IIS BICYCLE RACK "RIPPLE RACK" (•`►-BEND UNIT) - V� 100.33 III �•\ �I I TYPICAL OF TWO UNITS. AS MANUFACTURED BY LIFE ENTERPRISES CO. j, � IIII •2 Z0 6�9Z z �� IIII I N o0 Q Q y m O illi / 111 111 / _ m II/ 1 / it y }-- m CD // 111111 I 11111 //// �° � V 11111 1 1 — I III (111 • g M(9r I I I I i I I 11 IIII DIL • /� /� � '� � I IIII I \� 1111 IIII �.� H J Lit cl • / /'/ // / / I I 1 I I 1111 "'_ r / X M ,�i� IIII I 1 I ' l l j 111 1 11! Z t / / ;I 1 I II 111 _ / / / / �\ �� J 111 cr / IL SZ� to 'AM16 CA 0 ow 9 J y.. � Ir � i Il! 1; _.~ _ i 129 / ( j � � �� �/ � / / / /��' I+1 • ' . 11 11TI �E.RVICE/PARES rv� / /' -��'� B U I l_D4N4Er -11 ' — --d ' \J I — L�_L�_ 1_l ,__--! f 1 /III( / 0 1 -' USED CAR tel` � 1� > �� �.r r���� ., .; ♦ ,..„ -- . 9 30 . HIT BUILDING ITj �\ , ,�,�\���\ ; / �, .,- - �� I ► I f 001, i S 4.05'08' M 280 �L[ I I IL1_l_1 11 LLLL.11- .71 L1�1__ .._ I / – �__ _ 1 / Pill S 0 00 00 M 304. 17 NOTE: S . W . 68TH+/ AVE.' I lawn and low growing shrubs 9 g I as per state of Oregon highways permit I SEE LANDSCAPE PLAN SITE DATA . z d NOTAL SITE ( APPROX 10.5AC. ) 457,380 S.F. a- a r LANDSCAPE ON SITE 55,465 S.F. W CD LANDSCAPE OFF SITE 40,488 S.F. r } � � ( maintained by landmark ford ) = w � p Y LANDSCAPE % ON SITE 12.1 % LANDSCAPE % ENCLUDING OFF SITE 20.95 % ( maintained by landmark ford ) KEY north SITE PLAN sNMT "a 0 1 50'-0' 1 I r'1"Ir'> SW 6eTH F ARKW)AY i 2 OF '4 ����`1�r�•......., «.�•......�..�w.. ...�«.,�.•,..,..,• .-♦ � .•....•»•�.�,..� I v" �-- � c I I l l l l l l i l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I T I III I I 1 IF THIS DOCUMENT IS LESS TII NIIf�III III III I( II I i JTI ) I I I I I I , I l l I I 1111 Ilillll 1111111 111 111 11111 1 1111111 111 111 III {I'II IIIIIII IIIIIII III l I ' APRIL 2a 1994 LEGIBLE THAN '['HIS NOTATION, I I `L I I ,� 4 IJ 7 I g I II I 11� IT IS DUN TO THE QUALITY OY 1 - --� - -- - - THE ORIGINAL DOCUMENT. -- — - - — �� - -- ---t-- - - S Z 8Z LZ 97. Z 6jZ EZ Z I�Z t 8 [ 8I GI 9i '11 6I aI ii i TT8 8 L I1111 ► �llllullllllllllllllll� i�llii 11,1111 �I II Illlll►I IIII�NI VIII ►II�II�„IIII�II,IIIIII ,III►II►IIII►TIIIIIII�I►►IIIIIIIIIII ►I,►I►►►► ► °��ll II�IIIIIIIII IIIIIIIII llll�llll III 11111 I111III�IIII Illllllilllllllll III►III I I IIII 111 IIII �I it GENERAL NOTES: ^_ ■ E SEE KEY SITE PLAN (SHEET 1 ) FOR LOCATION OF R1 ,HT OF WAY LANDSCAPING. O,14 12 SEF. LANDSCAPE PLANS FOR PLANT MATERIAL. �"j �; \ -- TYPES (3 , VERIFY WITH OWNER FOR PYWN ICN AND i'•�,A j,^K 1. tk;'T.INEY CC� . DIRECTIONAL. SIGN LOCATIONS PROVIDE: SEE SHEET 1 KFY PLAN ELE:CI'RICAL. AS REQUIRED. � . VAI�O FOR OFF SITE LANDSCAPING i ( 1 SEF. CIVIL DRAB I NGS FOR CURB-CUT I ! DESIGN �5 ) NEW CYCLONE FENCE TO MATCH EXISTING C f ` S . � . 66TH AVE . j! I j VERIFY WITH OWNER FOR EXACT LOCATIONS I AND FENCE TO BE RELO(•ATD. / I -- I�--- ----- T ' C6) PARKING STALL PAINTED LINES VERIFY WITH OWNER FOR EXACT LOCATION (PAINTED t � LINES WHEN NOTED) 167 �' n_ N . pi 4 + \ ) ; SEE SHEET 4 KEY PLAN FOR GUARD POST .. .� LOCA'T'IONS ,l� .31 ' I o 1,8i ALL EXISTING TREES TO REMAIN IN i \ IN T Y �. I I Y CONSTRUCTION AREA 1� BE FENCED ATA - 1 �! I I ;_- ! I ,I. �, �► C DISTANCE DIRECTED BY LANDSCAPE I 'J ! i ARCHITECT. LINE BEARING DISTANCE ? J 1 - ! ! , ,, '+ LI S 89'57'18 M 10.00 } ► 1 i `u,�r�,t tett Q'-a O.C. ! I LIQ y, �•. ••. )' -�.'c�C� -- F L2 S 0'00'33' W 50.00 r Tl'PICAI. u, I T11 / i �9 SEE CI�'I1. DRAWINGS FOR RETAINING I } \ N I I _ Y. / % WALL LOCATIONS AND ASPHALT PAVING (10, ADJUST CURB-CUT LOCATIONS OR EXTRUDED CURBING TO CLEAR EXISTING TREES. VERIFY WITH ARCHITECT. 1 ! ! c II 4' 5 ,- r USEDUILE CAR t� ` II 1 - m BUILDING -�" _T - 91-O'tC�.C.(81 '-(I ,a 3' ' 41 ` 1 .. r / ` 24' 0�� 1Ot-p/l Ill lit �r ' w `"� �\ ' ty �� ; .�j.. jt 1, ;�+ r• — - - -- - - -------- x - r -7 i3I1 -1 - _ I 1 ; 1 � ) ,fi�lV NTORYN I # d i VE TC1RY p_ I I i i � SEE SERVICE/PARTS BUILDING DRAWINGS *x I ,I --PAINTEDEXISTING ! 1 I'I } LINES- LANDMARK FORD01 � 5 3 I -,:-�SEd CIVIL '�OR !! �F ,INJNG 1�'AL4- I I� I 1 I.I 1 11 �7 _- / i i. L '.TIdk' At<:D ^,r t ! SII. S IUCTI'P,AI{0• o� / o 1 f ( ED --- I'Cini I I > a I 1 S v. I' I ISE ,TO i 1 1 I { . . JT I } Jiff 1r�',lii�/ 45. �\ � - I I 1 T t2 05 L:XIST'N,: CONCRETE PAVING ;�, !:'/! /," �� L._ --- -- _.___. _ - - - ASPHAT.T. II SEE SHEET P2 11.1. �'' !tel/ / - - - - - IN ��-_ - - // T__ ; -0'�3'�3 20'-0" FOP TANK FARM t _� br• .-'� -.�- -APRON 290 CYCLONE GAT£ ,, SITE E,R cs sr i � t''% , , '/ 'Fi _ i /, // N FENCE - GRADING LIMITS " � � - •, ' ' � . _ - .- ^C��� ��� ��/ �` t ! / / - ' 1, ✓ I I r I�/�� _ -- --- _---`� __ ' / �� � ' f •- � / � i / / , ,rte' �_,�_ � •�- / I I � . MIN t `►rL1`� t+1►��f►:+'1�1►�1wl►,. �'�k �.+��+��t�4�►'�' q►.�'lk�.�l i !.// �— -___ ._ _ ._ �.r -gt _ Y 324'-0" —_ y-- - Iy 1 1�~ �`�--�- '� � / I � \ \ � } / 3nU A ,N 701-o" -.• � �� ,�e° ��.f.:�-.�-,;�..i j / J NOTE: ~'• '-•ERVICE/PART ! / ,% � 1 ��- IVY IINVE T RY I Ir' / , t / I I I 1 OF HIL '� fl/;, r a l / / SEE CIVIL L#.AL NGS BUILDING �' 1 / �� - �� ��- ? 1 I I i I I i I I I I ! V �O -t7 . ; FOR UNLERSLX RAINAGE - / / �' 6'--0 . � I � .� � V J111/ : �� AI � CONC. i // /� SYSTEM. •,__ � a / / ` ---.- - -- - �l LIN.' _ Ni / / / I- �-I -�4 i EXISTING CYCLONF FENCI. l L"d R/ �! ./..f-1�APRON 1 ! i 285 v f - (^ - TO BE RELOCATED �/� BROOM , / I _! (SHOWN D01'I EU) ) TT N-1 / ( � ;/ i / i I _ ! ! __•�•- -_ o° i.TA -S�' �IMr- i•, - c��, / I 1 I S Fw Lx I 'S DIS LK AS J ` 4 / I --- - /- / ,_ \ f / ' I '28 t_pt, ! I / s wN - ? sow ! ' 1 ( - - -=-+� _ _f -' �,c / r I;"' ! f� II1l I 1 / ! 1- __,- Y� - ~ter-1 v1111 ~ I T- o o f t t _ 1 I 'i"r"' =-3 - '- - = I I t. \'I .\'� AY1,14 Ispi 1-0 V/ 0 / s -- - 1-- - r�x1--% - ! SED VA � ^` I P31 '' . Jt1 li' f O / �' \'`1�/ Y. �� I ` ^ f ✓ / —� U - -- •--j z- �.\ I 0 PROVIDE I --` o �f --T- 25'_�j" .3 / /i `��., I /. . :'I 1� o '`\ SEE'S `I'' 37� / ASPILALT PVI -- I, BUILDING 2 , I 1 _ ae CUSTOMER �, _ 1 n v / {y5 T( Q{l � P 1 f ;,;' "FQ pikVING �. S & EXTR :D r I 250 S.F. �'� 1 ;I --�-� �•,'I r ��.` l. . i� I ,•� -� PL'A�I -'. P. �YEE ; / � / CONCRE"I P�.i!;�iF.D ---}, I H.�I '�l� - - , \� �\ // �_ / \_- CURB AS I Li r;t.� I a'. r,}; LTJ_.T I T 1P \ - - �' �J -_ _ p I, '� I a'i li ♦ �O j . - �EE.A A .T _ I _ 1 \ I1 v� j REQUIRED TO c �' ` ' S �{'b ycle parking 1 I ! ��r^ y 4 `,I `- I i' r� `, . b1' \` N. (xi cy e ) 3 �, /i l ! 4 / MATCH Et ST. -' - I II CYCLUII t �• / 7 ! _ = T - - - r� -�. _ = t .1- T I� S17DIN 1 ` �''.$ V O,� PAINTS ) / `EE CIV _ :-x c (3 ti G SEL SHEE i - _ - / - , / I / a I . ti t o - LINES / I)ItAWING I: -!�'' 0' i of c `'` r +-'. -� FOP PAVING a GATE / (31,} `gy p r PAINTED LINF-SK l I ! 1, - �--" �. �: ; 1' - -�.r - -_ - ---� PhAN �, / L' / II Z t I• _ _ I?XIST NG / �., J. _ - I 1 �� I EXISTING / o' I C IN LI n �~, .I I I I\ \'\ 1 L 1� c bt tt CHAIN LINK CHAIN . 0 BI-PARTING CIIA NTN& { �I �1 . -r % '� C' I I T SLIDING FIId E .�� IS LA I I I F CE TO C I LI FI3�{CE TO F .1 ?�' •C - 1 1 -- - - / - GATt (!E,' ) I I C /:< --, � - IN l. fir..-+= .: :�i4 w _ C i — { y � t I ��•����� ����,w����.����������������� �C��.���������a��.lw����.�� ►������.������� -` _ 275 --- — t tt t tt �jtt :� / _ 541-011 _ ._ 18 1 / / CIVIL25'-0" ,' - - - r��� 'moo // / 30! + 1' 1441- _- -0 46 - ) N C^ / pt. / 4 5, 1/Ott 31���� DRAWN T(� - C3 ��t S . W . //66TH AVE . i •- I 1 - *MEET MO. I SITE PLAN 2 north----�--T---�--- 1'- 30'-0' rd ' 1 ar _. � r+rrMtir,ni - -,..,+n.wul.nMt....v.dran !weAv,M.FNIMn-+�.BMisrwurrw .,.....+we.um aa.,....+.+*n- •++:visMhrv.+ropWr .. 1.,., Mw.rr•w«•.•...er�..v...... .. .,,....•+w.�.w•r+...,au+IpM•rM.M•r,.. .....,....., ....... .. .1r,. �.wrN.r,}Mn*7• I k ( 1 1 1 1 1 1 1 1 1 1 T� f� ( I I I I I l f { 1 1 1 1 1 1 t i l III " ( I I I III I l III ~^ --- l F THIS DOCUMENT IS LESS I T III � I III I I III I I III I I III I I III ( � I lIl I I Ili I I III l 1 III I III I I III 1 I III III 1`111 I III III III I I III I � i I101 I I III III I '1I I lilll I i 112' APRIL pn1L ?� I 994 A A LEGIBLE THAN 'PHIS NOTATION, 1 I 2 I 14 I IJ_�I_ 6 -I--_� J I�i_ �I 1�--� M- N t` .7.7`T I IT IS DUE TO HE QUALITY O +�'.. - THE ORI(;INAI, DOCUMENT. - — EZ 9>S L�ZT91171-1 tli 6� £�7, Z Z HI[I IIIIIIIIIIIIIIIIII�IIIII IIIIIIIIII rE HRS. ---- PAIITT SOLID v COLUii-TRAFTIC WHITc f . i �AL PlZ- 4g > ot � � v � _ ---211x8"x16" v CONCRETE BLOCF, CAP d SLOPE TO DRAIN r' CD GROUTFI' CEU, P x8 z1t� - 4" ti GALV. STL. CONCRETE BLrJCF; ----- -� ;I � � I GUARU POST, FILLED MOKFN-FACED) •1 TO TOF W/CONC. PAINT TRAFFIC YELLOW USED CAR 1 II -- BUILDING ~ 1 1/4" PIPE , � , -- S!,OPE TOP TO DRAIN ---� :t; GROJTEI) BOND BEAM` NOTE: AT SIMILAR, AT MII� }tF]GHT FI1;. GRADE 1 (4) TREADS = 4'-0" = (5) RISE = 2'-6" �5's VM1 TICAL _ i IIS GROUTED CELL \ � a --+ AT 48„ \ ' I � 4 _ 6" PIPE INSF.riT I •t�-,_, �1 WITH CUP PLATE • ,._ I i f �I � y 112" 0 PETAL PIPE FAIL I , I '� , —PRIME & PAINT Ct;/2C ,;-� �' SOLID CONC. 1 '-0" �3 BEADS =�'-O' 1 '_ 11 PROJECT 'S„DOk'EL.S 411 CONCRETE _ i I I PE�E,STAL — MI7v'IT"JM 24 MATCH - ' SLAB WITH 1#4' V�iTICAI, REih°FURCIt�a� AT 48,„ O.C. � 1 p, a •. li u - - V r cv EACH WAY (SLOPE A SLEEVE - _ — (2) #,'5'E HORIZ. It' TO DRAIN) • _ BOND BEAMAT }ZAOi .:I I - ✓ ' ��// ^ ````a II � o LIEF: 2°-0” DIA. • ILS \ � _ -1 , .. -? �. FINISH GFLQT-I ,• 4" CONC. SLAB W/I~4 @ 24" O.C. SLEEVE EACH WAY \ ` /CONC. _ 4 1-011 (2) #5's CON-1 Ih JOUS 3 EXTERIOR STA. I L -- 1:I11L;1tM CLEA); ASPHId TIC CONC. PAVING 1 1 0 �, 21-011 4"ThE. CONC. WALL. SCORE LINE 4" CONC. WALK SLOPE TO DRAIN -a- ••ro 3/411 RADIUS ♦is IJ 1 VIALL MATERIAL kN 1_i e /A2dCHOctAGE CONDITION I` #4^s x 3,-O" DOkT;IS ° r-$� NG PLAN OTHEFtS _.� 1 21. 0„ o.c. JOINT p o a 0 0 o J o ASPHALTIC CONC. PAVINGOZ DUO a L, G CONG. CURD SPACE - t 1 E PROVIDE 2" x 1/4" _—WITH LINK, SWINGING GATE W/#4 o � LARDoo i'llom I6t FLAT BAR CLIP-'_AT 1 REIM'OOD SL, F'RBARS CONT. .TS. OVIDF _ 4'-0" o.c. -- VIET,! I NT'RFAI, LOCKING HARDWARE. _p o � TO TOP & B7TI'OF! SIDE RAMS - MATCH TRASH ENCLOSURE HEIGHT. iA CLIP ANL, �� 1/211 = 1 '-0" 3 ALL SPLICES A11D'CO1U1I.7CTIONS SL7c:URE AT WAIL — SHALL HAVE SMODTH TR.AIdSITIONS AMID SHALL BE FREE OF -BURRS AND SHARP E=. 4" CONCRETE SLAB-BROOM, I 1�' 1U�„ FINISH-STAFF ,� LTO DiU,IN 1 if 1 '-0" 3/4" Il6 RUNG . AT 211 211 x 1/4" r I i V R. t o.c. DRILL SIDE FLAT BAR RAILS N RAILS SAND ErrEhD RUNGS _ 7VYU AND WKIn. '-I v' i 2„ 1 -0„ .. cn BEND SIDE FAILS Rl } I �' i � .cu ANGLE AT FLUOR AND �-- SF:CiTRE WITH " Q PAINT LADDER111 �3 •. LAG BDLTS.�_-- --_-_— EVAHEV2C to cv �' 1" 6�1 MIN. L.4NASCAPING Lin U) lf') „ PAII�'T SOLID 12 TRAFFIC WHITE -O 0. 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McN.IN9IEY {" ` ► ► 6U �r 82'-0" • 55'-8" 12th" - - - ---__- 141-411 ,hl I ILIO ! ,� 1 3 8 171-211 LIP A — ul f 18" 0 CONCRET i I STORAGE / l COLUMN -+ ` ; - MAT 1 11 � ,� i ! RFx6ED` 1- I COLUMN bp i F EXT r, { SIM 1 COLUMN-SEE I - l SEE I CHET + .-� STRUCTURAL I STRUCTURAL _ l D.S. o �.Sa im. P� " SDd L _ SMEAR �^ r / WV� MALL EN t L � SEE I _ _. -� 1 1Q ClT -- s _ _HEAR WALL { STRUCTURAL _ 2 1 SEE STRUCTURAL i � o _ I I ,;a - I VP21DING L 8 { OFFICE , ERS WORK ROOM o DESK + •WAITIN -� SIB �i F.&I, ( , 04 105 a - 08 SIM _ ! TAM. 1 _ = I 1C)r 2 �►—��i, 4161 i 3'—(�„ cit �n 81-0" 3t 3e - — sI q _ _ - � �' 4'-6rt 4'-0" 0 DE � • �i 18 I ELECTRICAL PANS __J� I ! _ _— -� AT 2X6FR.AME WAIL I .} I t.- n ' Typ A.F.F. �� °► � 119 ` -n- 1 _ R HOT I s TI' �I SEE TANK I fACA t SIM {�l J - f SIM COLUMN I O - - - j I 1 1� I SEF. r o I ► _ -SEE - —�" -, -- SALES BOOTH i �Z�!' r _ 8 ! 6 - STRUCTURA(, d COLUMN _ �0 by r `� 18 ' - Q i V�� STRUCTURAL - -- 03 - _ � WOMEN _ , ''/� RAISED � ;D - - ` RECESS ` RECESS h4 0 PLATFORM t'PLAN 1 10 WC FIRE E�'T. I ► i `�I ! I t . I �, 1 �� FI.'tE EXT. ,7 CASIxE-r y , 1 CABINET 1 I 1 CABINET '-� - _ -- f zj I'm COLUMN'IT OUTLINE OF SEE STRUCT. RAISED :'TLING 1 %1 !9-� STRUCTURAL i f 9 ­HA A t SIMILAR, o q; I HAN RAL � * -� q �} 't ckt i CRETE 'I ,I ,� P 1 -- • S IRS �P - 1 a I .D SALES CONCRETE II 4 SII STAIRS _ D _ rF AD_ OUTLINE OF I j SIMILAR \ COLUMN CONCRETE i -_COLUMN SEE— RAISM CEILING; ! ��� I 18 QJ CONCRETE i I STRUCTURAL - ONCRETE \ H AIL I STAIRS / f r ENTRY I I t , , i -�- P ' -- MAT O1 T . o UP ._ _ _ . _ ._ _.. �` � - -- `'� I 101 10 'hA ,fl HANDRAIL - SIM a OUTLINE OF I OUTLINE 0 -- ROOF OVERHANG- — .__ _ . — _ . — _ —� _. I - - ' -- -- -- -- — -_ ___ ROOF OVPRHANCr c I I 26 t rt I 6 t-0rr COLUMN 6 t 0't 4'-0" j. -- ---1- -�-- `- SEE ----- -- - -- - i I .----�--- ---- .__ _ _ ..----- STRUCTURAL I f- 5'-Otr 81 O„ .�,'-( „ 8' 0" - - - - - - -� - t-Ot� 8'-�tt ----- - t,.tjtr y 82 t-Or' •. r. ..1 (-2L" -- � A ,� "0 © C� ... . I a LO �• � ' FLOOR PLAN north A� . 4 1, SW F a � �lq►„i. � '�rrMr4Ms'aq..r+i� .u++'*re t�+Mti.Yw�• +» r+•o..w�.r+MF. «•+ ., t a . �n 6t .. �-... . ,NMlr.w�lh+! .. . t •rr , .A wwn .rw»•. T. r . w .. ♦ v »,.......{tywgN. yM•M.yr1p4Y�ptllil .. Aa•►.Myr • •• ••+.i�cr •a rM•.r.,MwA•r��M'M fwa. .• .. . .._ .. _.... ..... ...�.ia+�M^h'^°'tq►1M'� Wr'wFnlli/Yr.li.wf.f�'A4MM�ii•rr. ^:.I +MMIIR.v a+ARo+1fM•s.iYNMi^NY.�1•An r.wlx!r,. i;NJI �bw..IN.u1MMMINMan.M/MPw.�'*11ii' 4w'!11�.'•e-:^riMt -.:J1�7a"4af'.,1•-•. • . ,.� +,�. 1„ 'r µ, ,. •w 1 i ., `Wiw M, ha;M 'r.w ,a,,.:. • 4.•*may •..r• w .a„ a., 3rw'\•.. a;.• IF THIS DOCUMENT IS LESS -r�r rirl"rlr rll il , rl , ili 'rli , I , � I� lili I r rl� 7�r r 1�r rli �Ir ilr il� ili ' ili Ill�rlr �li � I � � I � ` � � lilili ,lilil� IIS � I� SII i ili �i � l ili`_iI-ii iii ill ili � ili Ijl Ijl Ili iLL� - APRIL �'i3 1994 .. 2 14 , 6l S� LEGIBLE THAN THIS NOTATION, I ( 1 � I --- ---`—� , T_•�--.._.. _ ---�-- ----- I'1 IS DUE O THE QUALITY OF No.36 THE OR I G 1 NA I. DOCUMENT. ----T— ---_ —_ --- ---,- -- ---- —----- -- --- — --- - E SIZ 8Z LZ 9Z Z 6Z� �Z IZ OZ 6I SI L��I >ri I Zi iT �T„�u II I IIII III, IUilllll�lllllllll IIII�IIII IIII IIII IIII IIII III IIII IIIII!III11111!!!�!Ill IIII► Ililfl►ll�l l►llllllllllll fill ll�lllllllllll illi lllllilll lllllllll fill llll�!►U ll I►I Illll I�IIIIIIIIIIIINi IIIIIII �I{11�11141411111 �1111 III�ILI� II III IIII .I I DATE MRS- f, 771ROOM FINISH SCHEDULELACK 1. 1N c _ -- - -- ��E ' FIN1�}I NOT1rS. , ! Y � �v RL&LAI FLOOR 1� BASE ? WALLS, OILING _TRM. CABIftiETS �� -- --- -r---- SEE FLOOR PLAN FOR LOCATION OF EXTERIOR RECESSED MATTS. t NO. -ROOM NAME � mat I fin I mat I+ fin I -- mat fin 1 mat I fin � height + mat fin �� mat fin top_ - REMARKS q on, SEE SPEC S FOR TYPE. - ALI. WEATHER MATTING. i WINDOW -� -- -_ _._-. _ -_-.- `_-_-.----_---- (}[, 101 ENTRY C.T. FACT --- C 8'-8" --_ ---- -- - 2J OAK CHAIR RAILS - STAIN 2C, WOOL RECITE FRAMRS - PAINT. GLAZING FACT SUSP_eA,, FACT — ----__-_ ----.-- -----_-----__ _____ ____ (37) SEE FLOOR PIAN FOR TRANSITION OF CERAMIC TILE AND CARI'E1 • 102_ SALES CARPET FACT 4"R.B. FACT G.B. PAINT SUSP. AC FACT VARIES -OAK _STAIN PLAST. LAM W FACT PLAST. LAM __ _ _ _ _ _.__ _r - 4 EAST WALL OF SALES BOOTH 103 TO RECEIVE. WALL, VINYL - 103 SALES BOOTH CARPET FACT 4"R.B FACT G.B. PAINT SUSP. AC FACT 8'-8" OAK STAIN --- --- 2 FACTORY FINISH. ALI. OTHER WALL.: 10 BE GYPSUM BOARD - PAINT FINISH. 104 OFFICE CARPET FACT 1 4" R.B. I FACT GA.B. PAINT SUSP. AC FACT I 8'-6" ---- --- ---- __ _. _ 1 - ___�_ ------ ------ -- - - __-- -{ _ -- _ -.-----_._. -- l 5 i PROVIDE 5 -0 HIGH CERAMIC TILE WAINSCOT ALI, WALLS. WALL " _� .,ra ap 105 WORK ROOM CARPET� FACT 4 R.B. FACT G.B. PAINT � SUSP. AC - �� FACT 8'-6" - ���•-�� SURFACE ABOVE TO BE GYPSUM BOARD - ENAMEL/2C. -- -_- -- - ___-.. __ —_ -__- __ _ -_. _ _ _ �-_ __ ____ - __-_ . ._ -"" -j _" T � , PROVIDE 5 -(► HIGH CERAMIC TILE WAINSCOT ALL WALLS. WALL, it 108 �DE5K _ CARPET FACT 4 R.B. FACT��- ���� G.B. PAINT- �SUSP. AC � - ~FACT 8 -6 � _ _ PLAT. LAM• - � FACT__ PLAS . LAM(_ SURFACE ABOVE TO RECEIVE WALL. VINYL - FACTORY FINISH. ; CARPET - -`----- - - --- ------ - _ ___---- - �- 107 WAITING C.T.. FACT 4" R.B. FACT. . ... G..B. PAINT SUSP..AC FACT 8'-6" _.__ _ _.... _. ......_.......... ,.......... �7, RESTROOM TI LES TO RECEIVE 2-COATS OF CLEAR SILICONE SEALER I - ---- - - - - �-- --- - ---� ���-` ' T 2 AS REQUIRED TO COMPLETELY SEAL FLOOR AND WAL1. 'FILES AND I .. ....... .. r . ................ . ... -. ........................_......._.........._.._...... ciao I _ W.VINYL FACT GROUT. 108 WOMEN C_T. �oCT _C T FACT f _C.T. - FACT M.B.(3.8. FAINT _8'-6" -- --_ PLAST. LAM FACT_+PLAST. L A � -_--.-- 1 M. 7 1 i M R G B PAINT TROWELED CONCRETE WITH SODIUM SILICATE FINISH OVER!_- f?Ir� _ 09 MEN C.T. FACT C.T. FACT C.T. FACT M.R.G.B. PAINT 8-0" - SPFCi�CATIONS. (NOTE: VERIFY WITH MANU�AGT{iRF.�t FOR I COVED ! -- - - -- ACCEPTABLE CO"F-TE CURING CoM.I'sli�t�e �r NOT USED 110 JAN S.V. t FACT ' SV FACT M.R.G.B. EN/2C M.R.G.B. EN/2C 8'-0" _ r-- _ _ i N--- - -- -- ----J - ----.-_. 4" R.S. FACT I G.B. SEL•. STAIR FOR WOOD HA _DZ,'AIL, PAINT FINISH. �_ �� �..... . _ _ .... _... _ .. 111 i %.N`"% STORAGE CONC. CONIC. BL PAINT tCONC. BLK PAINT G.B. PAINT VARIES - -- UQ AT S'rAIR LANDINGS PROVIDE LANDING TILES. _.. .. ...... ... . _. .. ... .... Bi tt -a1 _112 �F & I CARPET FACT 4" R.B. FACT G.B. PAINT SUSP AC FACT 8'-6" --- -- --- --- - - I I PROVIDE 4'-0" HIGH PLASTIC LAMINATE WAINSCOT (ABOVE SINK/ 1. . .. ........................... .......... BEHIND PLUMBING FIXTURES. , -� _. ......-._............ ..................._ ...................,..._� ......................_... ..................._._......-.. ... '...........-.............................�.. T2 . l2 PROV IDE 41-0" HIGH PLASTIC LAMINATE WAINSCOT WITH TRTM .. .._... , ... .... _......... _ -....... _ _ ............... .............. .......... .. ;. . ...... _ _..... ............. ...... .. ................... ........ ...._.................. ......._............................. _........ ACCESSORIES BY SERVICE SINK SIDES. ; . ... ......... . ...... .........;... ............ . . _. _..._................ ... t„ j. 13. 4" RUBBER BASE - FACTORY FINISH AT GYPSUM BOARD WALLS. PROVIDE -CO OR - WALL ,RAP F , _ " )' 3 L A .L C HIC STRIPPING FROM (0(?1i�1:IN -TCI DOOR HEAD HEIGHT - ALL SERVICE SHOP WALLS. NOT USED 15 PAINT 0LL'1`�1.1, EXPOSED PIPING, DUCTW9)X 'UOOR TRACKS, I GRILLES FOR 7'(WLETE PAINTED FTN WALLS AND CEILING. 1tJ PROVIDE PAINTED LINE CRETE FLOOR SLAB AS SHOWN ON FLOOR PLAN. / 17 CONCRETE BL ALIS - UNFINISHE). ,GYPSUM BOARD WALLS- f - JOINTS E TAPPED WITH 1-COAT OVER TAP AND NAILS TO ' BE 5PO f`TED 1 UNFINISHED - EXPOSED ROOF STRUCTURE 19 STEEL COLUMNS - ENAMEL/2C. DOOR SCHEDULE X20 VERIFY ALL INTERIOR FINISH, PAINT COLORS AND PRE-FINISHED COLOR SELECTIONS WITH ARCHITECT AND INTERIOR DESIGNER. DETAIL_ _ REF. _HARC)-�_______ NO. OPENING STYLE mat fin mat fin head jamb .jamb sill i WARE REMARKS V.21 SEE REFLECTED CEILING PLAN FOR RAISED CEILING AT SHOWROOM. i - -- - - - — - - - -- -- -- 01 A 3'-0" X T-0" _ A ALUM FACT ALUM FACT ;o 101B 3'-0" X 7'-0" _ A_ _ALUM fi FACT ALUM FACT 102A 3'-0" X 6-8" _ _B WOOD {-STAIN_ H.M. PAINT I ^p - _� - •.p . x �102B 3'-0" X 6'-8' B 1NOOD�STAIN H.M. PAINT t C 102C 3'-0" X 7'-0" A ALUM _FACT ALUM FACT r102D 3'-0" X T-0" f __ A ALUM FACT ALUM FACT 104A 3 B WOOD STAIN �_H.M. PAINT 105A 3'-0" X 6'-8" - -_��C WOOD_+ STAIN_IH.M. PAINT 1 C7 iL'� -- 1 3'-0" X 6'-8" 1 B WOODSTAIN H.M. _PAINT �106A 3'-0" X 6'-8''_ B _WOOD STAIN H.M. PAINT I / _ -- 16 _ 107,E 3'-0" X T-0" - A ALUM FACT ALUM FACT ( IT 108A 3'-0" X 6'$" B -WOOD STAIN , H.M. PAINT 5--'►O CU — 1 GIA 3'-0" X 6'-8" B WOOD STAIN i H.M. PAINT t o - — — , 109B 3'-0_" X 6'-B B WOOD STAIN H.M. PAINT I I + _ ,.-" - - - -_ -- - t - _7 -PR VIDE ASTRAGAL & CHAIN SIQP �11A 3-0' X 7-0 B H.M. PAINT - H.M. PAINT I p ' � � _._�_.___-.: - Q _ REFERENCE SYMBOLS ABBREVIATIONS 111B 3'-0" X T-0"_ B _ H.M. PAINT H.M. PAINT - ---- --- �112A IT-O" X 6'-8" BWOOD STAIN H.M. PAINT_ 110A 3' -0"X6 -8" 8 WOOD STAIN _ HM PAINT - BUILDING SECTION B SECT. No BO - By Owner -_____. __ _ •T � I 7 SHEET ON WHICH /2 , ECT_ - Denotes number of coats DOOR STYLES SECT. OCCURS 4-max 32min - CJ - Control 1O° t-815- Joint (nate: drawings not to scale )CON C. - Concrete -_- _ - door location }} �I W SECTION 3 SECT. No CSH - Concrete Surface Lardner WALL S E o Qv SHEET ON WHICH DS - Downspout SECT. OCCURS M� EN - Enamel ' I! N DETAIL SECTION � SECT. No Ei•7 - Each Way 6 SHEET ON WHICH FD - Floor Drain SECT. OCCURS I TGL FACT. - Factory 06 EXTERIOR ELEV. ELEV. NO (;g - Gypsum Wall Board -J _ 1 Z SHEET ON WHICH - _ SECT. OCCURS tdET Metal C) PWD - Plywood STYLE F F $TYLE: B •� �C: nl ARROW _..INDICATES STYLE _ INTERIOR ELEV. ELEV SHOWN. SV - Sheet vinyl ALUM FLIJSH RE LITE t �-• cU ,-- PLAN SYMBOL CIRCLE INDICATES RELITE 5gmj� �8 D SHEET ON WHICH TCL, - Tempered Glass i1 � W_W911 w.e, kn•• 8 e=saw ; r`- E 16- ELEV. OCCURS w& fir, ►1fD1Mt ed_w,Q, �t•ar•n�• 'Fi4i�� ` a+in d�Pth O © ,�-•- CT - CERAMIC TILE j O 0 M INT. ELEV. SYMBOL � SH INDICATES ELEV. - i sNowN ON PLAN Q'I' QUARRY TILE NOTE:-WOJD DOORS TO BE SOLID GORE (a1 f`IR.31 � ER � � Standard Stall La"lory Clearanoet H.M. - HOLLOW METAL j---•hNnate 'I No INDICATES '- ROOM NUMBER 1103 ROOM NUMBER M.F. - METAL FRAME'--..�3,' -►+n ' -- ',a 51�a5M`� DOOR No INDICATES .r-'— ALUM - ALU}�fIN'�t�l DOOR NUMBER TYPE, SIZE. ETC. NO.@AAV5—% 7 LETTER INDICATES - 1 _�S ma; I sNE� Na I + I d SEE DOOR SCHED. ALSO DOOR (A,e,C,) WITHIN 1� RUBBER BASE EACH ROOM. No INDICATES a ,r. �_,� fl0ll•t paper HARDWARE GROUP 5 MOTE: t•9ark thus : "/" means applied on , over, ria or in . Mark Thus : "W/" means with . � • T „ I 5 N.T.S. - - - 5 r 68TH PARKWAY 6 '..11 .. .•_.��MIi+��MM'/IAIrMM1YM�e�1Mr.OM�/MnwfMIM�Ar��w.•�- .,A+w.M�'1NN�I+!wMYY.•.w..t.� ....».. .•.•,.illl�•f"'.e - "M�►, • 1 ' IF THIS DOCUMENT 1S LESS TTr 111111 111 111 111 ,11 `11� � � � , 1, , 1, X11 �(�jr1r j jt 1� 1 1 �r 1`r 1�1 { � I I �I 1�1 161 � 1 11 � 1�1 111 SII Iy � X11 � � � 1111111 111 1 1ii � ijl i �i �l � i ill I � � i � i �i � i lei I � I I � Illl � - .. ..�'; I � � I 1 �'J� I � I � � � '. � 10 � 12 APRIL �3 1994 LEGIBLE THAN THIS NOTATION, I 1 I 2 I 3 4 ----'- !L_-_--�81 "L--- ------ �.. -___�_ _____1______ _l__ _� T'1 IS nUi; '1'O 'I'IIL QUAI�I'TY OF _ THE ORIGINAL DOCUMENT. -- �- - _, -- - - --T-- - - - --- - - --- -- -- -- £ Z lhih LZ9Z 9Z 6ZZiZOGI8iLT9 9 I I 1111J11J„T�1�„ ..11�11�,1„fllllllll►I�11111111��1►►�T►►T � �. - ► 4 5 4 ► 8 �10� F ARCX J. .1 EY t I j � 1, ! 2 1 METAL FLV`fflfdc; 17 l f - AL R FIND I 17. T 7 a 17 1� \ •' _ STUCCO OUTir ! lav '. 1 �_6 GREY LIGHT NO: 14- 8 Q-8 ' 1 17 GLASS (SHADED) REVEAL 7 1 _ \ -- 17 'Sc :R METAL• \_ --�--- - SCUPPER •-- REVEAL ,i QPF 1 t; FLASHING DETAIL�1_7 STUCCO / OUTSULAI�ON > OPENING �.!',. t, DETAIL 1'�. 1 �-- USED CAFE 1 _ BUILDING � (� A� 4 - I, I'YP. &GI,AIZ GSTORL:FRObT ' TYP. I CONCftCI'E 5 NOTU9ES f t. t`10 C�UI L..iJ'1 �1t•1 4� , 4 �•' � j 4 �,.� �� (FINISH TO ICH I , - � --_ � 10, 3- PIPE. LING �1Z�TgP, I OU'I'SULATI N) � � GREY LIGHT N0. 14 . PP -- --- �17� _- �' �� - �-, GLASS (SHADED) RAILING I 4 �) TH FAC - - - ,- -�Typ. I� MW 1 ONC. BLOC �� p H FACE CONC. BLOCK --------`—.._._. ----- - - - - - -_ — - - - - - - T. SLAB T_ z 0 h It a �'�E ST E LE VAT I ON 1/4"=1'-0" ("D . E f e d b a c I METAL _ HBG17 1 ALR FINGS;J j . � REVEAL 1 4 I 4 5 DETAIL� {i I! AL F SHIN I 7 REV M �� — DKA \1 I� ---- - STUCCO / OUTSULATION ' 17,E \80 T �y1 _ ' 8 � 4 10., 7 l j REVEAL f-i 1 - 10/ - ��10 ' DETAIL E RAILING i 3' P --4 - TGL PIPE NG f J I CON ETE SONO —_ ---- - - t (FI, SH TO MATC l - - -- 1 } ., - OU ULATION) = I C i --GREY LIGHT NO. 1!� 5 I1 ( I I SMQCYM FACE GLASS (•Si'iADFFm) SI ' \ t 10 j T. SLAB I � CONC. BLOCKI- d�::� y __- 7 s r �.��T .0 19 = X a co � >� NORTH ELEVATION -- 1/4"-1'-p" SNEET Na I I II I a 77 (-IF ?q. .rw��"...a«w+�w«...�..".w �r�wwan�.rR� Wim.•...-..,....M..,-«....,,... ... -wi �a�rwhMl► wa.. ._'• .. .. ._•..+,........ ..�...aoa��r�ne�+ ,•was .,. p . .. pr .. ,, �il+�i �. IF THIS DOCUMENT t5 LESS T�i Ill �lli Ill Ili ill Ilf ill III I �I III Ill ii1 T�f I1 IIl II1 II{ {I{ II { III (II Tif jl III III III III III III III III III III l I Illilll ' III !IIIIIIIIII III III IIIIIII ' l l I I l l l �'�'1' f ( I I f I 1 ? I 1 1 I to 11 I 12 APRIL 20 1994 LEGIBLE THAN THIS NOTATION, 1 2 3 4� _5�_-- 6 -- 1 �_ �_-- _ �_ _�,,.......__ �__ �_��— ' 'p' IT IS DUI; TO THE QUALITY OI•' _____—_ - No.36 �•^-��-�"��. ��' � d THE ORIGINAL DOCUMENT. --- — �tl —Z8ZLZ9Z6ZEZZ 6I 9I LT 9T 4I >bI ET Zi TT � ��►��I �IIIIII� IIIIIIIIIIIIII�►�I►T11-1►„I�l,lllll►I I,� llll►ll DATR Ms. 7 �` f 1ACK J. MOKI NEY Ci R. iMEPAL FLASHING AL RO ffING tl • 3 II7 3 CONTIMOUll) covftmm GUTTM GUTTER REVEAL all STUCCO OUTS11LATI011 > MAIL,, REVFAL DETAIL -REVEAL DI-,rAIL 7' L—JiEVEAL rf-� ' -%\ I , '17, 1 2 - 117 11, �l—J7 8 RFf LIGHT NO.. 14-T 7 DE71'A 1��77 . 10 bLASS' (SHADED) --7 USED CAR ('4 1,�3 14 STORUMONT 3 3 ALUMINI CONCRETE BUILDING 1 10146,,GLA AZ 11 G W (FINISH iI OUTSYLA 16 —==-, --- ---- -T . .......... 10 TGL /7 D.S. rp.. _GREY LIGHT 14 . T, DE GLASS (SHAMD) I } , ; _ ' T. SLAB I tPLI ME--f -4--+--� 1 1 T A4-�4 —4-coic. L-r-L-T-L IL, 1.0kc -FLOCK EAST ELEVATION 1/4 =- l'-0" F �E� %'pF Cd) 2 17 MEI�PAL FL SHIN" 17 MET T R 0wo GREY LIGin NO. 14- GLASS (SHADED) ' 17 3 7 7 �6 klacr" STOREM STUCCO OUTsn A T I01 i 'I DETAI 7 17 Q�7�1 n7 REVEAL �-7 MAJo FLASHING .DETAIL 17 OUWU ON e4 1.7 4 2 T (I jo '-I�7 TmGL TG L �O D.S. co , �/ — I MR rlfE SONOWBES -ALUMINUM T)R D 16 (F ISH TO MAT li & GLAZING OL LS �0 J" ULATION) L T(Z' 01�I PIPE AIL 5 (10) 0 -(�kOOTI H ACE LIGHT NO. 14- T. SLAB nnwlil t) W-l� T.- > FA JT AT CONV. BLOCK (D tn SOUTH ELEVATIM 1/4"-1'-0" 7 12150 SW 68TH P )PV.VJAY rj OF AL "slow limmill Will 0 FAIR -.4- ijily jill TP THIS DOCUMENT TS LES)S APRIL 20 LEGIBLE THAN THIS N01 -TT7p [T111111 1�1 1994 'ATI ON, 6 81 10 -T I 'TT 01-1-1 4' IT IS DUE TO THE UAWATY 01.1 No.16 THE ORIGINAL DOCUMI`Wl'. 0 1: z 1111 6 [[�Lt� 9 6 L 9 1 ;�l 8 �Ey .:R j *2 , CAR USED Fi� rFUB UI)ING7 0 16 OD ARCI If e Ob Ca �.�� _ va vti>a. A. Of C� o METAL --'- ROOFING 14ETAL BUILT-UP it - ROOFING PLYWOOD ROOFING SHEATHIN PLYWOOD ' CLASS'A' OR 3' i'INSUALTION I,YWOOU__--_--� SHFATHDVG J. BATTBOARDI a I INSULATION SUSPENDE1 L t \ - BUILT-UP T.P. I h s - :_:_w_:--- ROOFING I -- T.P. ACOUSTIC - -� -__ T..; .I. JOIST{ SEE STRUCTUR CEILING LASS 'A'OR STUCCO/ - a0 ACOU:�TICAI, OUTSULA ION N INS .;ATION -►i SEZ -' - II � STRUC�'UR.AL of � GYPSUM '- GILT T�- -- - STUCCQ/ - -- _ __ b BOARD BEAM �+ }�•••�� p 'i OUTUSLA N _-- AMEN SA ES cv FUSEU CAR i GYPSUM i GYPSUI•i 10 STRUCTURAL ` �� BES � - I PLYWOOD _._ --BOARD _� GYPSUM BOARD I ALUKINUM _ I CNC. OL. BUI LD-ING SHEATHIN BOAS I _ OVER SO STOR.EFRON,T �7' BEYOND '� I i ! i -"- STORAGE I OVFR so I W/INSULATED BATT INSr TIO - --- N BOARD, GLASS i W ORAE" WAI ING 1 r 0 g �� CONCRETE 110 SLAB CONCRETE i II BLOCK FOUNDATIONI"S. CONCRETE oo CONCRETE SIDEWALKI _ �+ SLAB RIGID 2" SAND OVER INSULATION VAPOR BARRIER . TYPICAL �A" BUILDING SECTION 8 1!4"a1'-0" ' w t*" -� \ b f �e ) "! SIMI 2 �� 12� � .r . - • � - Q r r�vrar. ROOFING – _ _ _ _ - T•S• PLYWOOD . -METAL ROOFINQ -____ I -- -- - --------- - --- - _ PLYWOOD \ SHF.ATHING`�, .. j BUILT-UF . SHEATHING} METAL ROOGING \'ter PLYWOOD l ROOFIN - �� CLASS "A' II SHETHINGI I .OR 'Bt I / PLYWOOD- A - / SHEATHING T.J. y ---- - _---=� - - --- _ - -- - -- - -- ------ -r; -i- - — ------- - - -- -- - - -- ------ ... -- - . . BATT h BUILT-UP T.J.I. JOIST_ -a ROOFINC, I ,, ;E.1; STRUCTURAL � %, � INSULAION I !L_. __ _______�-_ 1 I CLASS 'A' OR 'B� � T.P. T.P.__ __ SUSPEDIDID - - - -- t v, % I _'.J.I. JOI ACOUSTIC i GYPSUM __%_-___ I -- c = - �f FRAMING I -BATT INSULATION- _. �T CCC/ _ rI SEE Ei I OUTSULATT N+ , ACOUSTICAL STRUCTURAL CEILING BOARD ! - --- -- M p .$. n FINISH INSULATION j TFRAMIN c`�i o � y STRUCTU}tAI i r___HEADER BEAM i OVER BUI ING I ! _GYPSUM I SES i II SEE STRUCTURAL _ I I PAPS BOARD STRUCTURAL 14 1 = 1 SUSPIDNID 1 ! l ACOUSTICAL__, L_ '_�._ _1 SUSPENDED _1cc SUSPENDED ACOUSTICAL INSULATION o: ACOUSTICAL I' CEILING CEILING ! I I GYPSUM BOARD SALES BOOTH SA LES =I = iI WAITING o - OVER SOUND ` 102 I BTEC TUBE I ' ' •• 10 I BOARD j 03 L_ _ 1 �I ' i I � 4 -SAILING--r. ,_� r. m GYPSUM 1� W MRK Roo I CONCRETE. ARD CONCRETE � � CONCRETE RAMP I 1 � SLABS -.BATT �' � SLAB ` � I � ( � Q T — - - _ ,- ---.-•--;:-,---- .S. y � •-• � INSULATION I --�---�` U —_ .�.._ - _. - I -_w __.-..__ '_--'_.— ..._Y' '-- % I -...' �:�.[.'r Tom'_._'. 'IJ. r 1.. —_�r� 4• A\ ' RIGID I l -2" SAND OVER - - I I CO J I - - RIGID INSULATIO14 1._ 'S F' ' •I I ' _ 'INSULATION VAPOR BARRIER IGG "' � T'• TYPICAL C TYPICAL - x .n o LO BUILDING SECTION 3 - BUI„ LDIN S CTION t 1/4 '= 1'_0.. 1/4'-1'-0" SHUT Nm r 34 ......., *►.�.JAMt11A+n, -.H:1.�4•.,:., ..+�......„nM,n",.est-,"".��n. , - IF THIS DOCUMENT TS LESS r(r III III I 1 I III Ili l{ I I_I.I .µ�,..�r�•^.•"«..w.n..wr+w.-•..e °,,�,,,,_. ", ..�,....•...�,_,_...�».,�w.,�.�•.....•,".,....,.,�., t t �; ►1 �IIII { III{rlllIIllllllllIIIIIIIIIIAPIRIL �� 1994L}�GI}3LE THAN 'I'HlS NO'T'ATION, `t, I L7- 'T['-Pt I 5 I 6 ;� I _-8 _ I_. 9�—_— 10 ill I 11 1ZJ,,,,,,..,� ._ IT IS DOE TO THE QUALITY OF � — No.36 THE ORIGINAL DOCUMENT. --_ tizirl — J — iZ OZ 6 [ 9I - Li 9T 4T 6i Ei Zi Ti E til L9�Z���Z� 6Z EZ Z �I III IIIII IIII{ IIIIIII IIII{UIIIIII I1111 IIIII HIIIIIIII{IIIII{►I IIII I fI{ IIII I ill IIi11111111Ii�1111Illlllll 111 Illilll�fllfI1111IIIlilflilllill ii 111 11 IIII �.. r DATE "PAL "A 4 A. T ( 7 1 p 1�,.:K 1. MtIUN EY a 1 14 \� \ 1 SIMILAR , 1 - - T. OF 1 BUILT-UP ROOFING CLASS'A' OR IBI � _.jrlF•TAL j ( w,. ROOFING I: _ � PLYWOOD PLYWOOD r SHEATHING; SHEATHING� ATHING -' i •z��- -.ter ,r,._., -,-,�• _-�,--••s_..._r _ _,-�,.:, _ .,,s G.B. - -- - .. _C'ONTINUOUS T.J.I. JOIST _� I } 2X FRAMING G. DRAFT % r GUTTER ,- 4 SEE STRUCTURAL i I �O SEE STRUCTURAI. DRAFT' I ! STOP I 2X / - n FRAMING \ - - -- --- - - STOP c=•� - � -- I I I i SEE STRUCTURAL L ----BATT INSULATION STUCtX)/OUTSt TION IINSULATIONI � -INSULA.,ON i ATTI _ACOUSTICAL - FINISH OVER INSULATION I BUIDING PAPER 1ACOUSTICAL SUSPEDNED ACOUSTICAL SUSPENDED CEILING I �_ ACOUSTICALUSED C�� ! i CEILING �UI LD(NG INSULATION OFFICE WORK ROOM � F.& I. �� I WAITING I JAN 1 T III -r---- 1__ 104 X105 06 07 110T ' 112 STUCCO/OUTS 1IO!v_- 1 �. i FINISH OVER BUILDNG PAP CONCRETE (TYPICAL) - SLAB ---- 7 . Li -- --- - 211 SANT) OVER 1 VAPOR BARRIER a D BUILDING SECTION � 9 1/4,_1.--0- (7 7 ,9 METAL - 1 0 ROOFING t SIMILAR . (PLYWOOD - --- ;SHTEATIJING j r , AT.P. j BUILT-UP I ° - METAL - ROOGING y ! ROOFING -^ • CLASS "A' � j I OR 'BI / C011T UOUS PLYWOOD - - j .STUCCO/ I G r SHEATH NG T I ✓" OUTUSLATON I I� � ! -I� BUILT-UP ROOFING -._ALTIMTTNiTM I «•�.-.-�''- - -- -- - --_- I FRAMING—_4 � GYPSUM SEE i t -CLASS 'A' OR 'B' �- =s- STOREFRONT BUIT�7'-U' I `� I = W/INSULATED R ING 0 BOARD - ---- STRUCTURAL ' T.P. I BOARD GLASSY 1 A O "B.1 - OOp FI - - -- - Ar- BATT I11SULATION- - _ - ----- �, -- - «` — - •P. `'� (ATT T.B. INSULATIOrI F'RAPIIN - _ _ - SFT, i _ STRUCTURAL u` !SUSPENDED NDED ' - I` I I � I STUCCO/, -4N ACOUSTICAL I , I I -SUSPENDED I OUTSULATION I cc CEILING I I cit I ACOUSTICAL FINISH ' I _ _ - - _ CEILING I OVER BUILD - p SALES I �� I PAPER 00 --T- �- SALES I TYPICAL .. 02 I I I Boz i ----vYPSUM � I CONCRETE I CONCRJ�,TE ( � SLAB I SLAB I I I BOARD P C ' .- -�---T--ter r--- — — --- - -- •�. I I ,r (M.R. . _ � =--� -$ �- .s. - -r---- - _T _ rYPJ�,Ac� T.S. .o - --2" SAND OVER I ----2t1 SAND OVER I I W N VAPOR BARRIER _ �- - - VAPOR BARRIER -� .0 to BUILDING SECTION %"F` BUILDING SECTION 1/4"- 1'--0' 9 -- - SHEET Na 9 1 .,15'=' ` W 68TH F'ARK'WAV 10 OF ;4 IF THIS DOCUMENT T.S LENS -T f l f �I I III I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I f l 1 T l � I I I I I I I I I I I I I I III I I I I I I I I I LEGIBLE THAN THIS NOTATION, I I f I l l I I I I I L I I I L_ T � I l I f I I �� ( I I I I 11�� I I I I I I l I I I 11411. 1 �j� j� � ( ( I I I L APRIL c-a I' Q94 I a I T I S b �___-_�_ _ �__� I _ a'�_ E'I- _-- 7 s1 -- -__411. 1 —-1�� -_ 1.-1-_ _1 L UE TO rFIE QUALITY rY OF No Je �J-•-R-u~ THE ORIGINAL DOCUMENT. -- - -- - - T— � _ __ E Z 8Z LZ 9Z Z 6Z £Z Z iZ Oc. 6i 8i Li 9i 4i 6I Ei Z[ T11IOli I 6 �gbillllll (III (IIIIIIIIII IIII1II � T11 1 ALUMINUM - "TORE'RONT SYSTil: -� - 1 ODARC 1"INSULATED -_ I INSULATED GLAZING i --- — - -- SINGLE. GLAIINL, GLAZING � � AT TRANSOM ---- `�. i __ ------- ABOVE DOOR � � JACK J. McJUfIl1lrY . C� - _-- <- 41t"X1.,4" (OUTSIDE )It a x 4i.11 STEEL COLUMN COIIf1ID0 AI,U14114UM - SEE STRUCTURAL - - -- - - ALUMINUM STOREFRONT STURF `)YSTF19 :FftOlJ1' \ SECTION i I� ?" x 4 " ALUMINUM ' .» � I 1" INSULATED STOREFRONT SECTION L GLAZING,- I � 17 MULLION 0 - �� JAMB -- -- �ALIT'dINi�M ENTRANCE-�---- IxX)R WITH TI'33rII EREU I - _ f 3 I I - -- - - 7 BLOCKING GRI / - ---- IGRID - -- ALUMINUM COVER HEAD -- -- -- - TO MATCH STOREFRONT �, • 1" INSULATED ALUMINUM 10 3n�1 i-0n --- - - --_� a � GLAZING ENTRANCE DOOR - _ ALUMINUM THRESHOLD 2"X41 " ALUMINUM SET IN MASTIC 1" INSULATED ---- _-_ STOREFRONT SECTION—Z I ot, ��GLAZINGCONCRETESLAB CONCRETE FLOOR CONCRETE WALK 31r_1 l-On OVER RIGID INSULATION \\ SLAB � 2" x 41" ALUMINiTM� \ SLOPE TO DRAIN USED CAR_ STOREFRONT SECTION '\ ,r-- 2X BLACKING---- - BUILDING 16 JA MB /ROD & SEALANT • 10 M .METAL • � � s --�- FLASHING _ DIM. POINT DIM. INT SEE WAI� `�'YPE FOR WALL, �MUOTH THIC� I CONCRETE I GYPSUM BOARD WITH BLOCK r o METAL EDGE NEW HOLLOW METAL I _BROCKIId FACED - - -y - - 1" INSULATED - J GLAZING yG FRAM WITH WOOD 2" 'SAND.' CONCRETE BLACK 7 TMRESH =- - AME ANCHOR I OLD v ,•, 10 , 3,t_1 ,�„ 1 _ '••• •• I cv 'RID PLYWOOD SHEATHING ^` j DOOR-SEE SCHEDULE .--•�, SILL I 2" x 4P ALUMINUM STOREFRONT SECTION / \ STUCCO (OUTSULATION) 10('� - PLYWOOD �- -- 311-1 1-011 PLYWOOI?� II \ NOTE: WRAP REINFORCING -- J MESH AROUND BOARD �� JAMB �(H C A D SIM.1�� -- '� ROD & SEALANT_ 10 3'=1'-0• Ii PLYWOOD 5/8" GYPSU14--- I -` . Y i i STUCCO/OUTSULATION BOARD �� l 3 1 '-0" GLASS - SEE I I I ! p �y OVER BUILDING �' "— _ � � PAPE:r3 _ . � 1 � INTERIOR ELEVATIONS r. 2x6's AT I I', _- t O, • i1 I 16" O.C. NAIL FLANGE CLIPS 1/2" x 3/4" FIR STOPS I - GYPSUM SOFFIT-' ' BOARD W I' GYPSUM BOARD WITH _}. ` WITH METAL / AL EDGE I" x - FLAT GRAIN �, EIAE FIR FRAME I x� �I METAL FLASHING J LID REINFORCING AT HEAD ONLY •,1 WOOD TRIM - ROD & SEALANT MESH AROUND END I I _ 1" INSULATED GLAZING -___�' I GLASS - SEE Fv ! OF INSUL. BOARD INTERIOR ELEVATIONS + GYPSUM BOARD I 2" x 41" ALUMINUM BUILDING PAPER WOOD FRAMING i HOLLOW STOREFRONT SECTION -FMRAME -� 1 " STUGGO/ 1/2" x 3/4" FIR STOPS � _ J_ VERIFY WALL THICKNESS _ � _ `� OUTSULATION 00 H.M. DOOR rA 1" x - FLAT GR{IN - 7 3/4" �� GYPSUM BOAR ~- , FINISH FIR FRAME _ �___ _--- �� n P YWOOD /� .. L 311=1 1-011 WOOD TRIM -- HEAD WITH METAL EDGE _ 10 GYPSUM BOARD----.----) WOOD TRIM ----- /" `'� ---jU FRAMING r0 - GRID ��\SEE STRUCTURAL v: WOOD FRAME 1 \� HEAD (JAMB SIM.) ROD .&"SEALANT a WOOD FRAMING - �: � 2 x4� VFJtIFY WALL THICKNESS- I \ ALUMINUM DOOR SEE 10 3 �'`0. I (� STOREFR�N i � SYSTE"4 METAL FLASHING • AT HEAD ONLY to .. 1" INSULATED -• 19 JAMB: x 43" GLAZING ,-�` 311= I ,-o„ JAMB ALUMINUM 2 HEAD 1 01 3„=11.01, STOREFRONT 10 0 3��=1 �_,ptt "_ SECTION � �ROD & SEALANT � O GRI CONCRETE - - C - �OR SLAB I -- - •3 ROD& SEALANr`I 06 GLASS SEE 1 GLASS - SEC I I � INTERIOR ELEVATIONS INTERIOR ELEVATIONS 1/2" x 3/4" FIR STOPS I� - - _°�° g 1/2" x 3/4" FIR STOPS-�- oo i !�'�-�ALUMINUM Q ! STOREFRONT .. 1" x - FLAT GRAIN =-�, A I" x - FLAT GRAIN �.\ �\ i . A r SYSTEM FIR FRAME - FIR FRAME1/2" PLYWOOD WOOD TRIM -- WOOD TRIM _� WEATHIDI SHEATHING ALUMINUI•i i#" STUCCO/ GYPSUM BOARD GYPSUM BOARD 'THRESHOLD ��TRIPPING ��,� I OUTSULATIGN sMtET M1x SET IN MASTIC \' WOOD FRAMING WOOD FRAMING _ — FINISH VERIFY WALL THICKNESS S VERIFY WALL THICKNESSGYPSUM BOARD A WOOD BASE - ---.� a o o, o �- _� ---.._ . BUILDING PAPER SILL10 _------- --�'I-- --------- CONCRETE SLAB -- O . p . o n ♦Q t-0t� 1 / ( HEAD/SILL 1 1 SILL r18___ JAMB SIMTLAR r13� jg -SILL 9 THRESHOLD -..� 10 : s r 1 i nF 4 10, .. r�,r�. .., ---.•.-tea:— -.,; ..._.,.•....�-f+UrArJJW,.. , �. a^narM +•.err wicw,.+,ew.._ , ,� may« ,.., �.w....•--+....+«........,...._..,.....,»......ee�►Yew�w... .... ,.,r.nr�'•>.rr..,.w.,.....r. _.. ,_.,. ,...�»'awe.ee..,.,.,.,nw..,�.........,._ ..,,...........,:.....,., :..., ..- _.-._. ..,.N,..yrr;,wrw�.eAa..�,.,p,.,,,.n,.>..,,.,,.�.n- .�_. ._ ...rte r„....._....__. .....,....._.. I IF THIS DOCUMENT IS LESS 1Trf 111111 111 � � � III � � � '� � � ili SII � � � 111 1T iT r (f I�1 1�1 111 1 �1 I1I 111 111 TI[ 111 111 X11 1 �I1 1 � �' � �1 111 1� 1 1� 1 1 � 1 I 1 III � I �I ' I �I I� I I � I I � I I � III �I III 1� 1 I � II1 I - I I1 1 1 I 13 4 1 1 1 1I 1 1 1 I I I1� I I I I I �o 1 i� APRIL 20 1994 LEGIBLE THAN THIS NOTATION, L --,-_-_—� —�- A--__L_ �_ 8 _ 11 �. IT IS DUE TO THE QUALITY OF LL ��LL _ -- No.36 ®'�.�w.. y+�... 1 THE ORIGINAL DOCUM NT. — _ -_ ____ __ _ _ _ tsil � T811911 Iri, G? Z 6Z EZ Z 11Z O�Z �i 8�I LT 9T1 �1'11111T,1111111111 II111111111111 ��� 11�►I1��� ��1� ��ll lllll�l�l lll�ll�l� ���1 ���1 �l��l�lll �l�llll�l �►�11►111 illllllu �►��I1111111111 IIII 111IIIIiI ►►iI�►Illlul �lllllu►lillll l►►llllll ullJlu ►1111111111111111111111�N1 OIATE Nita. - b � OD �OF_ EXTERIOR �► PLYWOOD SIDING I PLYWOOD �\ SFEEATHI NG \ � METAL, ROOFING + e OVER BUILDING fl PAPER FRAMING12 I. f - SEE STRUCRURA .�� ---- 8 �0 O we 1 „ —o , FLASH & COUNTED - - -- � \ -�`� 3 _ PLASHING OVER BUILDING PAPER & — 1 PLYWOOD SHEATHING PLYWOOD --- `' SHEATHING I \ I USED CAR B UIWING -�--vim-- �.- _ _---.r-----�-�. - — - MING .� SEE"',", + — + 'TJI' JOISTL__ � TR UCTI I . SEE STRUCTURAL -- CONTINUOUS METAL GUTTER --- — - STUCCO/OUTSULATION --_ _� - _` - .rr—. «� .-..-.rte.-.-....r�r.-:. .-•-'•.�+r.-,:.-:i+r*��•:rr�--_e -- _ _ _ __ I ._ __ ..._.__.. :� ata�.!'IT.•!i-•u���-_•�„a ••31T_ .•—.. —.- �'r. — - FINISH OVER BUILDING PAPER 1 5/8" GYPSUM - CONTINUOUS p BOARD --- - - - SIM —VENT \�--- I - --5/8" .. . ` ALUMINUM 10 / GYPSUM BOARD SU' ED STOREFRONT W% (M.R•G.B.) q 0 - j + INSULATED ACOUSTICAL CEILING 4 CLASS . SYSTEM I GYPSUM I_ BOARD 7-- 10 cn cn - - - - - ,ice-----�_ -- -' i I _ r—SLOPE ROOF L/4"/I ' _ T.P. TO DRAIN --- _-- -- ---- ' - FLASH & COUNTER -y_FLASHING OVER BUILT-UP ROOFING + r BUILDING PAPER & ,-- - PLYWOOD SHEATHINGi CLASS A OR B i CRICKET TO DRAIN- _ -� ' PLYWOOD -- SHEATHING FIBER CANT col PLYWOOI) SHEATHING • ___.._ o I I I �� OVER 2X6 . 'RAMINC BM. ` STUCCO/ o _ BATT INSULATION — _ OUTSULATI N BATT INSULIAIONT FRAMING HANGER/ FINISH OV ?.R 2X6 FRAMING BUILDING j SEE STRUCTUREL PAPER _ PLYWOOD GLU-LAM BEAMGLU-LAM SHEATHING BEAM . BEAM — -__- SEE SEE STRUCTURAL �, �, 2X FRAMING_______ ' STRUCRURAL SEF S'T'RUCTURAL - I v 71 ' I SUSPENDED 1 II •- ACOUSTICAL__ --- - YPSUM BOARD CONTINUOUS VENT__L�.__ --- _4 __ - CEILING (M.R.G.B.) I SYSTEM I q. 17 CONCRETE r .. COLUMN ­ I? - I �I I BEYOND 0 CONCRETE SLAB 10 O SEE STRUCTURAL / i W'• a� RIGID I F U INSULATION r ~ c Q? „ SMOOTH — W (U M CONE. HIOCK 41f LO _ CONCRETE ' =---- _BROKEN FACEDCONCRETE ' ~ �� CONC. BLOCK 2 -0 _ _-- SLOPE TO DRAIN Ln 2" SAND OVER I - W x "ll).sNEET` VAPOR BARRIER wx F ' E �- �� 1 W S ECTION .. ' �. '- � °, �) .a I I I x a _ -_JOUNDA'TION & FOO'T'ING REINFORCING SEE STRUCTURAL. ----_ =--_-- I ] , j.5(,) w F-)eTH F'E RK.WAY 1.2 OF 14 IF THISDOCUMENTIS LESS 4 ;•.r-�.� '�` NOTATION, L Vi fill"II ' I 11—I1 1-1II"1T(f1_II IIII I1 SI LEGIBLE f5 II � --�— � - ---- --V --�------II APR23 IT IS DUE TO THE QlLTTY OF — 21 3 4 7 8 1 1 , 1994 ........-.,. -.JM No.89 '['HE ORIGINAL DOCUMENT. -- -- --___- E t'll � 9ZLIIIII ITII ITII ITII II IIIIIIIIIIIII IIIIIIII�III ITII II III II�IIIIIIII Illillil' ITII III�IIII ITII IIIIIIIII ITII II 111111 �lil Illllllllllll�Illlll I I � l I ''il1111 IIII�I I �'I I�IIII�i11111111�1111�11i1IIIIlIi I111111�1� llllll+lllll ITII III IIIIIIIJIA 11 DATE HRS. JACX J. VAIJ� R. NiA, .� OF oV' rw I �p ' cc oc i METAI. ROOFI NG._ PROVIDE 2"X!," NOTCH---------- ao cc OVER BUILDING PAPER ��' AT EACH RAFTER SPACE FOR ATTIC VENTILATION PLYWOOD_ SHEATHING- ) /� F7UB ) CAR BUILDING NG r METAL ROOFING. ✓i / OVER BUIIIDING _ PLYWOOD PAPER /� SHEA'T'HING - ,��-- -- T.J. _..--- ___ ---- - ------ -----------•--- - - - - -_. ---_. - - i_- - , PLY WOOD YWOOD -I SHEATHING I ' ' JOIST / / TJI •' � ' SEE STRUCTURAL CONTINLIOL':-" METAL. GU'I"i'E;K I / -- ----- - -- _ 12 - D BATT I BATT ! INSULAT.ION 8 j �- ------- --- _ �, I I INSULATION - t' • �- CONTINUOUS 1 If CUTTER - j- 2X101 JOIST rG� T.P. I STUCCO/OUTSULA'I'ION , I FINISH OVER II ! I C14 _—_-- ' LiUII.DING PAPER _ _- . __ � „.." .'•. , `^ 12X6 FRAMING-___ - - ► y 2X6 FRAMING, I PLYWOOD SHEATHING PLYWOOD-- I SHEATHING i = STUCCO/OUTSULATION III I FINISH OVER r BUILDING PAPER o` 2X 6 FRAMING --- - PLYWOOD - I I I I I SHEATfIING I i I HEADER SEE STRUC'L'RUAL i j Z ` 2X4 FRAMING @ 24" O.C. �D I CN� - -- - --r— CN - - - ` [ r!r ;i--r'rr,'1-;-..:.n�T-T: ��'-1 l'a�iW• •i,^i-'-��-._-r'-rt T.'� im11—,'�r=.-•.'.t'-r' L'1 ` SUSPENDED � I W _ ACOUSTICAL I GYPSUM BOARD Cc CEILING I ZM.R.G.B.) j - - I SYSTEM I I ( 4 I i - - I CONTI NUQUS VENT 00 --- ______—__.. ._ -• I'� ;_ --- - -- - - -BATT CIINSULATION -SEE CONCRETE 4" � C .. O STAIRS CONCRETE ---- GYPSUM SEE 13 �TDEWAIIK° H U - BOARD U) 1 L L�� SLOPE TO DRAIN `� cn �f w 4" SMOOTH_ I i ° C' j ,' l: _ - ,•. G' z _ CONCRETE CLOCK I� w I ►- _ CONCRETE BLOCK RIG BROKEN FACrD,.__ ID -� ° -, I - INSULATION c7 '� _ -- 8rrX8"X16"--- --� „ CONCRETE BLOCK -� _ _- - --�-./�- _ ._ CONCRETE IiL(x;K -�-- -- 1 _ « FOUNDATION & FI)O'1'f NG. FOUNDATION R --J 'oREINFORCING _ - SHEET NO. FOORING , '0, ' II SEE STRUCTURAL REINFORCING _- - _..__ __. _�1 rn SEF. STRUCTURAL, ` .- - --__ ' :°' W,SECTION W.SECTION �. '- oa 12 I It-I I _oil -011 CNI 1-2 ► _1- o .49 1.:'J 50 SW 68TH PARI: WAY 1_3 CIC' 74 SPIN" Iq �W-00 ' ...eeie•eMo�ww.r«......... , +N.,�+u ..m . ,�,•.,.ww..�...�.,>.. ........,.....�.�....,.,.,... a..w.�+ I " IF THIS DOCUMENT IS LESS T�I III III III III III III VIII III III III 111 111 I�1 iII III III III ill III (I{ T�1 II III III 111 III IIT7� III11 ( I ,�I I I I I I I 1 77 1 1 i 1 17 iI i l to I l i 1� APRIL 19LEGIBLE THAN 'I'fi1S NOTATION, 1 ( `,�, 3 5� 6 -- . -�_— — ��--� --�r..,,,.- - --_. IT IS DUE TO THE QUALITY OF No.JB � _ THE ORIGINAL DOCUMENT', ---- - --- - - -- -..-- - --- - --- - _�_ _ --� £ ti, T117111 GZ 9�Z ( ZL �9 4 fi [ IIlilllIlI lllI 11.11 ,,,,�, ,III I I 11111 Ii I .• 'i DATt Now GRID )ACK J. i4y'l Yi-Y • ..� ALV. METAL VAN VtR. MIA. tea. 8"x1211 G ° LOUVER VEN WITH SCREEN- 11 SEE ROOF PLAN FOR LOCATIONS OF o - --- - -fi--- - -- METAL FLASHING 11 HE' RPJFING _ _ ` 00 OVER P;IILDING PAPER % i" T N t PLYWOOD � SEiEATHING � FLASH & COUNTER FLASHING ' i -�►-OVER BUILDINC PAPER / BUIL:f-UP ROOFING CLASS 'A' or 'B`- vov _PLYWOOD PROVIDE 211X4" NOTCH _.2x10 JOIST AT EACH RAFTER SPACE SEE STRUCTURAL SCUPPER OPENING I CRICKET I AT +2" ABOVE ROO TO DRAI FOR ATTIC VENTILATION / DRAIN FLASH TO I - -r_- - -----\--_---C` IiIi 1 . --—--_---_--1--.---_-I-—_t_7--I__ ---�----•--�-"_-----'--_�Z--_.-.;---_-l-_ .—T-1• _-_-c.-_.-.(i-.L-i ._--_ _-.___`_---i--L-.-_.rr-_-r-.'_.'__-.___r.I.--.•�._--__.-.r__!....«r_._ .._._-s--_.eS_-.ri__.-_e_.-t.+_--_..._-..'•-e I�iLi -_•__-_,D".__-_'__I_--- rr yI �:.-.-..-�.__--,er-j-_• ,_-,—.-�^l •_:_-q e-t-'-l.-•ms---.-lil-[7I_ll:11�lilrliu�w_T_ l.I -__- -.L-_-:-----'i—o;-_-----_-r-.--_+.-.•..-_-- c:.,-T--_..-_._- I1MAKE - .�I WATERTIGHT ATERTIGHT__---_-:.r_+-__.r.:_-.-_"-_-.--— : -.-t.- ---'.t--. -.;-- -- -. -- Q-- h ; --- , - jv Y_o �E- D - •C• A R 5� LDINC, T.J. 4" ROUND CAST FOOF DRAIN IRON SCUPPER BLOCK OUT 12 PIPING TO SOFFIT STEP DOWN 8 BATT INSULATION- -1- ,TJI JOIST SEE STRUCTURAL 1'.P. 2X6 FRAMINING PLYWOOD SHEATHING c) STUCCO/OITUSLATION BATT INSULATION FINISH OVER 2x FRAMING @ BUILDING PAPER 2x4 FRAMING 24" O.C. (d 24" 1 PLYWOOD SHEATHING 2x6 FRAMING . _ -s - r .^-•. ACOUSTICAL SUPERIOR „ INSULATION GYPSUM -- Q OI SOFFITVF-14TBOARD S/8, GYPSUM- _ 1 -----BOARDGYPSUM BOARD (M.R.G.B. ) 2X THERMAL BREAK rTYPICAL) CONCRETE SLEB i QIGSEE STRUCTURALID NSULATION _+ a)S. _T. I //) 4" CONCRETEI-- - .y , •v . . V BLOCK 01 SMOOTH FACED CONCRETE BLOCK FACED BLOCK 2,`0„CONCRETE 2SAND OVER BACK VAPOR BARRIER FIDISH GRADE SHE” N0. 411 CONCRETE SLAB WSECTION 13 1' .) 1 -0" 1 150 5W 681+4 F-PIP1 WAY A. t 1f f1lllIIIIE111111111111 lllll IIIlTJf1llIIII III III III IIIIII1III III IIII I I � IllilIFTHIS DOCUMENT IS LESS APRIL 2 994LEGIBLE THAN THIS NUTATION, 3[ 51 ' TL 10 1 IT I5 DUE TO THE ( UALI1Y Or NE,36 THE ORIGINAL DOCUMENT. 9Z Z llilllllIlIl8lGllllll1lllll09i I lti IIIIIIII] iIII7IIILI � 4l , t uu�l►IZIi IIA�i,IVlI�LIZlllil � bIN11111111 < < ( " { "w DATE MR& _ SIMILAR /� \ SSIMILAR, / mox"p, fr JACK J. iAcK(rlh4.Y v �Vh o OF Icol_I —' EXTERIOR - ____PLYWOOD SIDING dd 1 I ' 12 _ ^ i� ( -- -_FLASH & COUNTER / FLASHING OVER APER s &UPLYWOOD NG PSIDING USED CAR METAL ROOFING / FIBER CANT( B U I LD I NG OVER BUILDIN�i -- BUILT-UPR FINE PAPER / ( CLASS 'A' R 'B' 1 "WOOD i • TtfiINO A 'TJI' JOIST ` SEE STRUCTURAL I --BATT INSULATION in CONTINUOUS { GUTFER T.1'. (BATT INSULATION 2R 12 j' :ST t � II i SEE STRUCTURA& r SOUND CONTROL ,BAFFLE SDRAFT TA ... ..�w LOPE 'I' .•• � . . ' DRAIN I • i I � • t BATT INSULATION STIJCGO/OUTSULATION o FINISH OVER i -------2X6 FRAMING . BUILDING PAPER _ ACOUSTICAL • HEADER I3M. V S1M v I ti}?E STRUCTRUAI INSULATION ACOUSTICAL ! I % I INSULATION i - .__._ __ —_-___.. �- .i.�-' '"��f�f`-T jl.,.���.-3- I��,R,. � ter_=a:�- IT�� --.-`_..�.-ll.. ,--�r—�-----�--�_. ---r- I z •�` I I _ cc ACOUSTICAL -__—_ INSULATION —ACOUSTICAL I -SUSPENED ACOUSTICAL CEILING I CEILING i 5/8" GYPSUM SYSTEM � ,BOARD { o /H" GYPSUM I J ARD i --.— --- BATT 11 ` —�NSUI.ATION RIGID _ CONCRETE SLABS T- INSULATION1 SEE STRUCTURAL � �_f.S• SMOOTH II / ( ; ca _ . _ �h V O Cj �^1 . . =s `^, -'_ ` W co CONCRETE ---- Lo - B LOC t� 1 2" SAND OVER w SHKKT NOS VAPOR BARRIER }3KO)K1N FACED _ _ CONCRETE I31,(K K W.SECTION - FOUND & FOOTING cn 1 q' '— REINF'ORCING SE}. STRUCTURAL 1"- I '-0" X14 . 1'.2150 SW 68TH PAR}:'WAY 1 nF 14 IF THIS DOCUMENT IS LESS T11 111 �1I1 1111111 111 Ili ill III III III 1jT 111 flf IIl 1II III Ili IIl 111 II III lil I I IIIIIIIIIIIIII , IlII„ ,E , 11111 I I ( ( ( ( I I I 1 I 1� APRIL ?�Z 19 94 LEGIBLE THAN THIS NOTATION, 3 4 rJ� 6 _ I ��--_S I1' IS DUE TO THE QUALITY OF No,36 THE ORIGINAL DOCUMENT. -- - £�T 8Z LZ 9Z Z 6Z SZ Z TZ UZ 8I 8T Gt 8T 9T �bi �ET Z�i T [ �I � i 6 R L� 9 i 9 'e' 8 I Z T�ixur� l� l►► Illl11i11ll11W1 lUllllll �llllll ►1�1�flll IIIi�I�I I � IIIIIIII�IIillill�ll 411111111{illllllllllllllllllllllll�lllllllllllll llllllllllll i I IIII ► II�1�1�1111 it 11111111 IIII�I{I► I►I II�{I►,1111►�►II►Illll�llll Iill� I�III�1111 i„1�11111111I1111 ►►II��III II III�I DAn Miil8. LACK, I. K!N EY 7 'r j ._ � 0'C R,WA. s _ W OF 0 j 1 6 7 _. STUCCO CONTINOUS '$ OUfSULATION SOFFIT A FINISH Yom, ; CON TINUOUS SOFFIT VENT I � MOISTURE RESISTANT I� GYPSUM BRD H GYPSUM 0) BOARD . - �. I USED CAR I I BUILDING - - L _- SUSPENDED-NDEDL — ACOI "TICAL ____ ACOUSTICAL 1 1WaL1 T7CAi. L r < _ - ACOUSTICAd _- NG — 4. CEILING - - ' CETL " ¢__._ SUSPENDED - - C _ \ - - -- - I _ AC AfST TCAL • L - •� '�' .%�� - L CEILING _-- -� _= I 1.t00F HAT V -- -- RD B GYFSUM O -_ . GYPSUM --- ,. . . .. ' 1 • .. - - --- _. - -- - _.- � �• , BOARD � AbU SUSPENDED H CEL I. B -- ---- USPE ED - .. S ACOUSTICAL - B ;ACOUSTICAL i B 411LING �>� ..� CEILU SOFFIT \ _ SUSPENDED SOFFIT - - _ ACCESS ! __-- j ACOIISTICAI, - _ ACCESS STUCCO PANEL 1 CEI l( -_ - - - -- ro B ` x I I OUTSULATION FINISH ! _ _ . C - - --- - .- - - --_ -- , --- -- - -- -1-- — - - -- C � C / - N N GYIPSUM N N I H . HOARD Bil\ \ I I B STISP --- -}- - - - - MOISTURE - -- - - - ---- -- -- _..--- - -- - __—__. _ - _ --. ._ _ - _. _ _ __ _ _� AcousTlcaL � b . Ob RESISTANT CEILING - _ M ISTURE� GYPSUM SOFFIT SOFFIT "� �t SISTANT \ BOARD - _ T- �� ACCESS H �� H ACCESS G PSUht BOARD PANEL, y -- PANEL H . H a US CONTINUOIt CONTINUOUS _-- - STUCCO - - - T — SOFFIT SOFFIT' VENT IOUTSULATION VENT i FINISH At Cl 1 2 3 Q 058 (8 70 - -_ ► 0) g ► � .. : a � LO ,nth--------- REFLECTED CEILING PLAN _I..EbENo--ACOUSTICAL MATERIAL 8mmT NOM -_.- WALLS INSULATIi:[7 W/BATT INSULATION. WAIL'S LINED W/P SOUNDBOARD &GYPS'UM BD. MOUNTED ON RMILIUT CHANKELS r NOTE:-- - _--_.- -- ---- �----- = CALU ALL EDGES OF SIOUNDBOARRD. R-11 13ATT INSULATION OVER GYPSUM BEI: ALSO SHF�'T,E8, LIGHTING PLAN '" BD. OR ACOUSTIC TILE MILINGS. BY -JAMES D. GttAliAhi & ASSOC I RTES INC. • ' 1215c.) SW 68TH PARKWAY 1.6 C)F 7-A i low so 01 .. �r t I F THIS DOCUMENT I S LESS 'f i l i l l I f f i l i 1 1 1 1 1 1 1 1 1 1 1 1 1 _711 - 1 1 1 I -1 I I I I Jill 1 f I T 1- I I I I I I 1 I I I I 1 1 1 1 1 I I I r ~ r I I I I I i I ISI I � i jar r � � ► � ►' { tl Ill 1 � 1 lil I � I ISI I � { ILII ( II i , l i APRIL 2 ! 994 ` LEGIBLE 'I'FIAfd THIS NOTATION, I 1 I 12 I 3 I 6 -= -- 7�_ ��- I 9I_ -- 1= ' --- 11 -- 1� _1 ___ _' 1 ___ _� __- I, IT IS DUE TO THE QUALITY OF — -`-- No 36 � 'A:� 1 THE ORIGINAL DOCUMENT. ----- — _— _-- _- ___ ---.—_-Flill _ — ---_ - --- -- — E �Z fIZ LZ 8Z Z 6Z EZ I �Z TZ OIZ �Illli fIi Li 9�T 9I iV1T £T ZT TT i 6 f) L I �n:iMI l�lul<<«« u� <<I�III� �lell►I Il�llIII ,IIliwlIII�IIIIIIII►�{ �IIII�III{III►I�IIIII►II►�Illl Illl�l�ll lllllll�illllllllllI� III�� Iilll f�o III I�1111 H11�1111 111�11111111�H1111111�IH11{11111111111{1 1111111 �Iill I{ 11 DATE NM f 1 ( 6T 7 10 �OFOW METAL --- Fj FLAMING _ N•�• D.s� W COLUMN I a� +� BELOW SIM SCUPPER OPENI , 1 IN SOFFIT REL 4-^LINE OF CONTINUOUS d,s, AT D.S.[ GUTTER ~T BUILDING LINE � I WALL BELOW D.S. Is I ,._ -,-y_...�,Y-�� _...�.- _ .._.� ____ .�• � d.s. AT BUILDING LINE _ USED CAR BUI�I��f�..�i �CONTINOUS METAL GUTTER METAL ROOFING CUNTINUUS METAL N I GUTTEF 9 _ ---- - - - - _ _ SCUPP�PEI`1NG_ G.B. D'3AFT i AT +2" ABOVE_ - . ti CR KET' OPENING AT STOP hEL4W G.B. DRAFT LOPE ROUF llRAIN 1 _ _ - _ I �---METAL FLASHING- ►� TO RAIN +2 ABOVE SLOPE -- MT✓�rAL a STOP BELOW g'TO 1� I - - ROOF DRAIN 8 12 FLASHING S o ROOF DRAIN •, / -.,.�, ._.�-...�_-,_---�- �-:=�-::_•�•w_=: -- _. - � .. .. � / i� / 4" ROOF DRAIN l d -- -- --- - ----- -- MECHANICAL --- -�. — - -- - ____� - 12 h ( I ^UNITIN Z 8 RICK" TOv�co _ -- -- •. BUILT-UP cn RAIN ROOFING � TO DRAIN METAL, I --�- - 8"X12" GALV. METAL U.L. CLASS ..A., OR t�B�� SIMILAR I ' PE 1 4" R 1 I - LOPE LOUVER VENT WITH- w T-� ­114"_t ` ROOFING � __ ,� "1' ,, \ SLOPE �\ �4. SIA R .�'. EMITAL -- __ —_ SCREEN - TYPICAL OF I METAL FLA HING I / TO 12 (9) LOCATIONS ` ` 8 TO 12 _ROOFIN METAL _ CANT- - - - - - - -- I -CANT.- FLASHING I _-.._. .._.._,�. _�. �,�� j - + i Al- CONTINUOUS I I_ I --- ----f----�---.--._____..__ - - ---- __— - - �.- I I CON'FINTOUS ~ f GUTTER ^ I I �� \ .. _ :_ - Ny GUTTER 4 ROOF DRAIN - - \� I I D.S IN - , �� LINE OF -�" R001~' DRAIN WALL — _ ��' I COL SCUPPER OPENI14'G/ �� D.S. � I / SCUPPER OPENING SIMILAR AT ABOVE -�. I METAL / " PER BEL / A ROOF DRAIN BELOW SPE 1/4" P1�R CLUMN BEL ROOFING -"� SINE OF-- -- 1 T +?�� ABOVE - - -- ALL'BELOW I RCOF DRAIN 18 CRIC:ET I I ; - - - - -- - - - - - - - - - - - - - -- -- --- -- -- - -- -- -TO DRAIN ( w I CRICKET -- - ---- -- - -- .,c - ---- - - -- ---- -- --— --- ---- -- - - - - ---- --- - �._------ TO DRAIIN _-- -- CONTINUOUSt I - r' SLOPE � _- \ C.$. DRAFT BUILT-UP_ w STOP a GUTTER / HOOF ING 1 a I 1/411 PER FT. SLO 1/4" PER I FT BEl%f 1 �.� --U.L. CLASS -"A" OR "B" I S D v'I ! G.B. DRAFT , STO BELOW( ' - -- -_ i \ D.S. IN OUTLINE CR ET TO $UILING BELOW w _ COLTTI�W S`- a — - - -- --- - --- -- BELOW - L _� _ —__ �� - - - COLUMN a $ . i 4" ROOFIDRAIN - 4" OOFDRAIN cc CUPPER OPL.�I I Nv -'METAL f OPENING AT +2" ABOVE a I FLASHING I �SCU PiJP, i - AT 2 ABJVE ` ROOF DRAIN ROO DRAIN PROVIDE ROOF VENTS ONE SQUARE FOOT OF I I S VENTILATION AREA PER jj1 2 1 C }00 SQUARE FEET OF �,"i �8 9 Jp ROOF AREA. SEE DETAIL - - --- - GALV. METAL ... ROOF VENT �+ �► - - _ Q FLASH T0�` - - - --- - - - - _ WITH 1 ;.Q. FT. N0 v-- MAKE VENTILATION AREA - Q :TYPICAL BUCK OUT AND STEP DOWN ALL ROOF DRAINS. .. r- WATERTIGHT 2 4 rj O 2 ALL ROOF C 3S FCR 'HECHANICAL DQUIPt= TO BE ' ' r w" BUILT-Ul' ROOFING O PROVIDED THE GENERAL CONTRACTOR. LOCATE CURBS = _ TO PROVIDE DRAINAGE ALONG ROOF SLOPE, YIAIFY 1" MIN. AIRSPACE _ LOCATION NOMBER OF ALL ROOF.MOUNM k]QUIPMENT WITH THE HANICA,L PLANS. ' north:— ROOF RAN ----- 3Q ALL. 1ECHAN CAL UNITS WILL SET ON MIN.6X6LE,'VELING GURBS THAT WILL .BE ANCHORED TO 9.X ROOF FRAMING WITH SDS N. H2.5 ANCHORED AT 48" O.C. MECHANICAL. s�ItE,F LIQ �" CORTRACTOR WILL SUPPLY THE, ARCHITECT WITH% LAYOUT I - - -- OF .� UNI S. THE CURBS AND = UNITS WILL BE REVIWED m COMPLIANCE. BATT •1NSULA'PION O .PROVIDE R F VENTS:AT AREAS OVER ENCLMEDATTIC SPACES - 0 SQUARE FOOT OF VFI�Trzu ARTA PER16 X00 SQUARE FEET OF ROOF AREA. - - 6 mom 311-1 1-011 - 121.50 SW 68Tki PAI; :IAJAY 17 OF 4 " M ... .. �A+'MkWR fnMMMfigM7M!MM'�wxwAH- .nryyoy.` IF THIS DOCUMENT IS LESS TIf`III �IIIIIII IIIiIII IIIII( I II ! III I ( I III (�TrT11 1T 1�f 1� I�fli IIIIf�I 1111111 I�11T1 111111 III III 1111111 III III III III III III III � ! II ' I I I f IiIIII � IIIII� I IIII � I � IIS III IIIA I - - � + I v LEGIBLF THAN THIS NOTATION, I I 2 I 4 5 I 6 I 7 I 9 1� I 11 I 1� AP(�IL 2�3 1 994 I T I S DUE TO ==��-- ---�_- - �— -----� _ POC QUALITY Or' - - til-111111 - No,3e TkIE ORIGINAL DUCUMLN'I'. 8ZLI119Z9�Z EI�Z [rZl OIZ 61 13 Li 9i 4i 6I Ei 31 it T 8 8 I �LIIIII IIII�IIII 'llIIII�IIII IIII�IIII IIII IIII IIII�IiII II►I�IIII IIII�IIII IIII�IIII III► IIII IIII�I111II�IIII�IIII�III1 IIII�I►Illll►► l IIII llll�ll,ll 111111111llllllllll�Illl�Il� l 11(11111 II III �I11� ► I I JI �i 01 ` METAL FISHING CAP – - FF;^UR► WITH GALV. ,� h ME'T'AL. CLIPS AT .t��V�.__ • 'U(Cff METAL. _ - ----- CAP t�'I'AL FLASHING CAP 48" O.C. METAL ROOFING OVER C�•�� �� 2 SECURE WITH GALV. : . BUILDING PAPER _._ROOFING — �ANG � METAL CLIPS X1.8" - BEYOND - \ --� i _ O.C. -BACKNAIL _ - fir V _ _METAL = -iw WITH 6d HOT DIPPED • y W FLASHING (---,2X FRAMING GALV. NAILS 012" ..�_. CAP METAL WALL O.C. =�• �et�j ,�,...�,, _ Q FLASHING -- -- 6 6 PLYWOOD SHEATHING PLYWOOD A0 PLYWOOD----_.. - { - 2_X I 11L*gNG E----- METAL GUTTER - OUTSULATION z , + STUCCO- FRAMING -- 5/8" PLYWOOD (OUTSULATION) SEE STRUCTURAL SUPPORT AT 4'-0" 3"a5" SHEET METAL � TO DRAIN BUILT-UP CENTERS WITH `'TRAP- 3"X5" SH SEE ROOF T BUILT- UP STUCCO/ OUTSUI,ATION ROOFING PLAN FOR LOCATIONS ROOFING FINISH OVER B1IILDING BUILDING - " PLYWOOD PAPER. PAPER t, - �__ CANT CRICKET TO N FRAMING 5/8" PLYWOOD DRAIN. SEE I 1/2" PLYWOOD ROOF PLAN PLYWOOD SHEATHING M SEE STRUCTURAI. CRICKET I 9 OVER 2X FRAMING _ vo vo 17 3"=1 '—O" _ II I 10 — -- USED CAR r3_ BUILDING MF.`iAL FLASHING_. �� 3"-1 1-0" CAP SEE � _-- 7 6 4"X8" WIliE SCUPPER OPENING 3"=1 ,-0" r--- ICTAL . WITH HEMMED DRIP - SOLDER ALL �/JOINTS - PAINT TO MATCH `� FLASHING GAP 17 "=1 '-0" SCUPPER OPENING AT +2" ABOVE , 3 ROOF DRAIN. ROOF DRAIN– BLOCK OUT AND STEP DOWN. — — SIL " PLYWOOD y r t CONNECTION DEVICF� ��• I METAL ROOFING ,:�,, � SHEATHING 7 OVER BUILDING d TO BE OF AN APPROVED ` 1 PAPER � - --- METAL FLASHING CAP SECURE TYPE & HAVE A - -- CAPACITY OF 100# - - -- _- - _ WITH GALV. METAL CLIPS AT METAL BUILDING �� i 48 0.C. BACKNAIL WITH Gd ��� 8 . - BUILDING STRUCTURE FLASHING PAPER HOT DIPPID GALV. ".AILS AT ADDITION!1. HANGERS ALL COUNTFRSLOPE HANGERS 12" O.G. r ` MEF HS WITHIN' 8 n 1 IF MORE THAN 1 :6 OUT ERf� OF PLUMB GLU-LAM BEAMl CLOSURE PLYWOOD STABILIZER BAR SECURE ALL HANGERS TO - _ SHEATHING _ ` � ALL �� ( 1) � �4 F�.MING � �� METAL FLASHING 1 BUILDING STRUCTURE. S I - � SEE STRUCT - CLOSURE STRIP I . AT PERIMETER TRAPEZE DUCIUORK AND I 9 f OTHER LARGE OBSTRUCTIONS. METAL ROOFING -- OVER BUILDING LATERAL CING_ O , I .�, c` PAPER VENTIC UT CROSS R , I > PLYWOOD + @ - AT 12'-0" IJ.-- FIT B - I - I f SHEA'tHI1� EA. WAY SEF MAIN R = NOTE: �- I ----�- --- RUN HORIZONTAL _ I - I WITH SLOPE TO :v a CONTINOUS ,- I MAIN RUNN AT 41-0 O.C. I DRAIN AS STUCCO METAL GITITER / SUPPORT WI ' #12 WIRE AT 4'-0" O.C. 4" ROUND SC HIDiILE �- REQUIRED TO (OUTSULATIO I I COLUMN LOCATIO OVF,R BUILDI 6'-0" MAX. 12'-U"! Q.C. EA. WAY _ " PLYWOOD811 ROOF FRAMING _ _-_ SEE STRUCTURAL, LATERAL BRACING AT 12'-0" EACH WAY. -- MATH RUNNER TO STRUCTURE. BEGIN / BRACING WITHIN 4'-0" OF PERIlA TER & 2'-0" FROM CROSS MEMBER. 18" ¢ CONCRETE I 2 F)= 'I'0 TOP QF SONOTUBE COLUMN ' 17 3,_1 ,-0„ FOOTL.G AND CO T ,f LOCATE VERTICAL , '� 11 TO SITE DRAINAGU i -----RISER AT CGUFN _ SYST 4. � CENTERLINE.17 N.T.S. BUILDING — — I -- PAPER - METAL APER -METAL ai ROOFING EXTEND TUBE TO BE TIGHT TO CEILING GRID �– AND STCTURE ABOVE \�17 1 "=1 '–0° RU THEN INSTALL BOLT UNDERSIDE OF FLOOR TO SECURE ONE TUBE OR ROOF STRUCTURE ABOVE. N PLYWOOD TO THE OTHER. TUBES SHALL LAP ONE � SHEATHING CLOSURE ANOTHER AT LEAST 4" " "TRIC ` STRIP IN FULLY EXTENDED CONDUIT–THIN WALL POSITION. STUCCO/OUTSULATION l --�� -- --� NO. 2G.A. VERTICAL, WIRE FINISH OVER M HANGER IN TURNING LK'al BUILDING PAPER CEILING GRID PRIOR " PLYWOOD SLAT END OF 'CUBE ------� TO SETTING TUBE. 2X6 FRAMING GUTTER NOIIS METAL' cy) � GOI � C� TO FIT OVER SEE STRUCTURAL 4 CEILING RUNNER �� 3/4"ELECTRIC so.- 45° CONDUIT-THIN WALT.. �r 2x FRAMING PLYWOOD — -- N0.12 GA. SPF �7LA2X FRAMING EACH RUNN ` 11° SHEATHING IN PLANE OF OUTS -VERTICAL ANGLE APPROX 4 Y MAIN RUNLIFR BUILDING SEE STRUCTURAL IL --- FRAMING ALL WIRES SECURED TO R PAPER � � _ GYPSUM HOARD SEE APPROX 2" FROM 4 5° DRILL HOLE AND %"y`' (M.R.G.B. ) STRUCTURAL INTERSECTION INSTALL BOLT AND C7/ CONTINOUS 1/2" PLYWOOD �-� LOCKING NUT OUTSULATION _ SOFFIT VENT iMtt'T HiQ ^SLOT END OF -CROSS RUNNER I (SUPERIOR 26") `TUBE TO FIT 3/4" DRIP OVER CEILING RtTtJP>ER 2" _ CAULK METAL. FLASHING Y 10 17 17 N.T.S. 17 3" -0" 1 1 B r)F .,.4 IF THIS DOCUMEII7 IS LESS '1Ii III �IIIIIII ill III III X111 Ili Ill III III " il irTl�l I_Il_li_lll I III Ill 1III II—I�1 T1f �ll I_II III I I�I III III _III III II_I _III III III -III � III ' iIIIIII III - III' III1II1II III III VI1II�I ' APRIL 2 3 1994 LEGIBLE THAN THIS NOTATIONS o 9 I1' IS DUE TO Tiia QUALITY OF � p No,30 ' r T THE ORIGINAI, DO�;lii�1T;N'I'. --- — — ----- -- -- - -_-- — — .. E Z 8Z LZ flZ Z 6Z EZ Z [Z OZ 6T 9T LT 9t 9[ 6T �£T£i Z[ T[���II [ I T�6 ��9 I L �9 Isir+� ' illi► 'I i l IIIIII VIII►III II►III► IIIIIIIII IIIIIIIIIIIIII�IIII lllllll alllllillllllllllllllll ,llilllll11111� 11�T111[ 1111111►IIIIiI�wl ff� I �I�, I� III I I Il�illlllll Illlllll�lIIIIIIIII ►VIII IIIIIII I I II `U1J.1► IIIIII III .III IIIIII I Illi III IIIIIIIII ILII III 0A i1�� i 5/$" 15 6-30-15 2Ei •_3015 K 1, McKINNF V `]r3, -30-1 � GYPSUM BOARD _ — /} P GYPSUM � ;I VA�£nuvER.w � .�' i AT Qr , 16" 0.C. ,� f - ACOUSTICAL AL INSULATION PLASTIC' �I i = _ ILIENT ----- - --_' CHANNELS -- - - - 5//8ri -GYPSUM BOARD _ _ NOTE: AT SIMILAR 2X6 WALL - ADJUSTAB E A'I 10" O.C. SHELVING .�2-2 6-32-25 2EQ.-32-25 v . 1 9 24-32-25 db ��� O 5 DESK 106 �0 " --- 18 ------5/8" TINTED GLASS GYPSUM f30A.RD — -------- --- (SHADED) ------- - - —_____—EACH SIDE :c I E- - GYPSUM ----- — -� _ BOARD �� :`. 0 � USED CAR �! r co 'SAT 1 - - - OAK ------- I BUILDING t - / f ( 16" o.c. CHAIRRAIL � o YPLASTIC LAMINATE - --� --- -- _- -- RUBBER ----_--_ --- - °D .4 I T NOTE: -AT SIMILAR, 2x6 i -ACOUSTICAL -- - BASE �- L _ WALL AT 16!' 0.C. INSULATION __ - f D _as_ - __ I , OPE _ h 4 SALES BOOTH 103 3'-1'-0' 4 9 ALES BOOTH 0 � ` —' 8 "' �! 1/41'=1 '—0" �V/ 1/4"=1 '-0" N - 18 :.� T. PLATFORM 30-1 5 30-3 15 _ o 2 x 8 BLOCKING �O PLASTIC - L' 11 2 x 6 WOOD KAIL (oAx> COUNTER x102 �� — N�j LAMINATE EASE EDGES — K GYPSUM BOARD COUNTER SINK �--� '� �EACH SIDE ~r +�" 1.AG BOLT 4 PLASTIC _ _@ 4'-0" O.C. +/- LAMINATE ` ' � � w 00 I ` BACKSPLASH -4z/- r,4 �I I > / ' -- Nt, 2x4's AT --� RETURN TO WALL AT RUBBER TOP & END 'BASF. 16" 0.C. - --- --- ------ ------ - - . �- a �► - - ---- 32-25 30-32- ,. •.•.:: OD SPACER (OAK) 1 2 X 3 kb OAK a } 3" LONG WAITING 1071 3 WORD ROOM J-051 16 GUARD/CHAIR RAIL T 10 1/4"=, '-0" • 17 x\18 8 � - E-- "",GYPSUM - 1 BOARD` MOISTURE RESISTANT --� GYPSUM BOARD _ I� SIM OPEN -- -- 0 CERAMIC TILE 1 to� IT- I — GRAB BAR f--1PLASTIC - - I ----- TOILET PAPER - I SCRIBE' I LAMINATE -- I / ►r.l W.C. ` - STRIP IIID STANDARDS =7 BASE -. . --- --- DOOR _._ ----- TILE 112 ' SALES X102 11 CABI DEPTH 3/4' CABINET WIDTH _ uAi3INEF WID11i -- -- 18� �~ I 7 WOMEN �O81 - 2 ' 1 a _ � I 18 /4 18 � 4 HORIZONTAL SECTION Pi ! .. - - -- cn0 SED CTJ x �1 P�I.AITFORM �� ---_- MOISTURE RESISTANT < - GYPSUM BOARD - �' � Gy l 18 _ DIN �SION IN INCHFS --- ll ] ", - 1 137 (D -- --- W i� I 42 _ 36 +-� CERAMIC TILE +` _p 0 ------------- - ----- - t �. �-- 0 1/2" CABINET DEPTH WIDTJ HEIGHT DEPTH � � •• ---- - - DESIGNATION SYSTEM r ��: - BASE --- - L n o u' CASEWORK DESIG TILE, PLASTIC LAMINATE COUITTERTOP �6 WOMEN [lbb] 1 MEN 1091 �`- SALES 1 4 '=1 '-0" ♦g 1/4"=1 '-0" IiMEOT !!Q bA" 1�C] 11 1g 1 1811/ 18 -- 8 --_- I NOTE: I SEE�5 FOR TOILET ROOM ACCESSORY AND i FIXTURE MOUNTING HEIGHTS. WRIFX SOAP DIS PINSEN LOCATIONS WITH 0 1- - 1^1 �W 681H F'AR'K`WAY t q LII=' -4 ' ES. 1fII �IIIIIIIIII' 1l IIIIIII T I11111fIIIII1fT IIIIIIIIIIIIIIIIIIIII1I11111111111111111 ' IllllilI�lLl ' IF THIS THAN DOCUMENT 7S LESS f � l � l � l I � I II IIII � I �f�(' l ! I � I ! I � II � � 1L IIIII � I � I � I � I IIII it 110 IIIIIII I ! III1Z - APRIL. 20 1994, LEGIBLE THAN THIS NOTATION, 1 I ' ---�___zL_ —�_ 6 �— �_ ' �.,,,.,.��_. IT IS DUE TO THE QUALITY OF No.96 7 A.�_ r ww• r THE ORIGINAL DOCUMENT. W STAT E Z 8Z LZ 8�Z 4Z 6Z SZ Z iZ OZ 8T 8i Li 91 4i ibT Ei Zi [ Y i I 8 8 L 9 I 9 1• I S Z t51'd III I�IIII II I�IIII IIII Ilii IIIIIIII IIII IIII II IIIIII IIII!IIIII�IIII�IIII llll�llll llllllllllllllllll ill fill 111 1111 llllll I lll�llll IIIIIWI oo���II IIII IIII IIII IIIIIIIII�IIII IIIIIII IIIIIII IIIIIIII II III III IIIIIIIIII� IIIIII �I t DA"M MRs. Al?c JACK J. "INNEY ( { vancrotfvER. WA. .. 1OF i SLAB - Q " SLOPE_ �- iCON1CRFACED —TRASH- � � - � 0i - ENCLOSURE 0 - - -- BLOCK TYPICAL -7 .� I ., I _a �• p v ` i VW CONC. STAIRS i �`�-TM I• ,��a � I � c - - - - -- - --- �e USE U GAR BUILDING 4'—on I • 1 8"'•PER' �, . 1701dC'. :CONC . CONC.`S .� g: c n, f SLA$ Q 9 STAIRS col`rC'.w ,. 3 TAI-s:. i : . . . up 4 : : ' . . ' 'TY' . ' _....�"- � 1-- '��' : ' : . '••Cyd � '' .SLAB•.• ' ;,�\� .. . j�:� '\ .'.�•' � • • : . .. ' ' , : . • •• ••' •• '• •'• • - . ' CYCLE, . ,. I ;< f' . --- SLOPE ''�'YP. � . . �: • I I • . ' . . . , 1�/8 • .PER.':FT.'. ��$'i ��R. 'k'�.. � =-b�,P�• • . . ,' , . �: �: I CONG.; - : : CONC; . ' _ 5IL j s I j. rtB• e -- ---T-=—�- -- - -- STAT S' • 77 SPUT FACED CONCRETE - -' - ' BLOCK TirPICAL -- -- --- ----'- -7 _6!-0" _- _ NOTE: ALL CONCRETE SLABS TO BE EXPOSED AGGREGATE FINISH EXCEPT STAIRS AND RAMPS TO BE BROOM FINISH. C < Z >cu m � � r cry N � LO north t PAVING PLAN \ 1//"1 -1 _nit SHUT WX 19 1215"..) SW 68TH PAP IAJAY nF 74 _1111"'.' 119i7M1To"IinoM!1+.� ��Y1l.+.1'M,��n:r.�.+•r .. A•.•4 mxw..w�,��ww IF THIS DOCUMENT IS LESS T f I I �I I I I l l l l l l i 'I � I I I I I I I I I l l ITl 1 ( I ( I I I I I I I I I l C I I I I I I I I I I I I I I III I l l l l l l i l i i l i l I I I I I I I I I I I I I I I I I I I I � II1 � 1 � 1 1 �T T�'f I ( I � I � I ISI IJI 1 I ISI I � I III VIII I III I I III I I II APRIL 23 1994 LEGIBLE THAN THIS NOTATION, _-- 1 ( 2 4 i 5 I 6 7 g 9 1� I �1 1� ¢• IT IS DUE ��— --— -- ----- --'--- -- — -�� -- —� — rrr.•-+ �.v� TO THE QUALITY OF No 9e 1®•�'w•--••• 1 THE JRTGINAL DOCUMENT. oil -- T -— £ Z 8Z LZ 9Z �Z bZ SZ Z IZ OZ 8T 8T LT 9T 4T 6�T Tel „TT i --_g-� 8 L— 9 9 b E Z FlIlTli IIII IIII Illi IIII IIII IIII IIII IIII IIII�IIIIIIIII�IIII IIII�IIII IIII IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII IIII IIIIII11111�IIIIIIII1�111111111�11Ili�uu<<►11�1ll1llll1l1l1llll��Ullll,ll ul �lllll ll«I�ilu a II11<«Illllll�lII DATE M& `\ Sr. 4. 51 go CC I � r WA ' IG I 10 5 I I 4 � , - -- - - - - - - -- - - - - -- - - - -- - - - - ---- __ _ - - -- - --- O — — — — — — — — — — — — — — A23 — — — — , PAzs — — — — — — — — i USED. CAR 5 i 5 I BUILDING 1 1 I I I l I I PAZ3 I I s l l s3, 7 I l I l I 1 I I 4 - O C EG2uAt_ EG1uAl - S N d 4LA� -ON � � - - - A-I 4-B 04 EA. 1-IAYI — � /i I --- -- — — — — IV-Z' U FAR- ToP TIP. Li. N, o•Op IS I � 1 I I ►; ,, i t - eL -- -- � \ oA. ss L ' I RAMP ro I I I OL — — J e loc I s s ocs I— - - —1 1 I a i I � lol- o I-5 2-0 as �P�LEf�O FOoTI y ' SGr� EDU�E • I. 5EE SHEET 53 Fof0 INdj LPL NoTEE MARL- REINF (3" GI.26.'Afoc-il Z.Et-A2u 2 O - INDICATES i-41S H TYPE — =EE _ 6G,1-i•EvuuE THIS SHEET m CO ' x 3 :> o ( ? l-�5 rA .Ar Et.E ,8� 3. SEE ARG.H ITELTUkA- FOR 51-.Ab EL.EVAToNS = 3 -o x 3-a x 4, C3i - 5 EA .�A1' SEE -GTG NISI. DIwENS4 To 1 p g " s �� �p - � r, f , ' .�� t�/�j� 4. STEEL Tuts - GoWMN To 7 T5 4, ¢„ %41 — No R.T l-'I (� 4,-d'x 4-a .a a, L4) - `5 EA, a-JA-- y /4 = -o ' ^-r PQL.:2F: l.o. (SEE GREET 52 GOR TS Ld.4MN 5EE NoTE5, S+-+C-E:7 S`L Forz 1-1INIMU-4 1-IEAVEFL. C - "4 EA. 1,,4Y Tor' S3 SU PPoRT KEGiU � EMENTs• !MEET NO. w GcrTEK FaoT �� uNOER :oC ur 'r l T tf dl UNLES: S1 12150 SW 68TH PARKWAY 21 OF ?4 '- '^.,�' ^-'R. -_ ""► __ .ter. ..+/L I 1 � l _ 1 l I IIIIII,IIIlIII III lIIIIII 1I� III III I ' ISDOCUMENT IS LESS I APRIL 20 LEGIBLE THAN THIS NOTATI11111177"74 l 1994 + ' ♦ IT IB DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. II�u6m mduu illlluu iuduu uuluu iudml iudmi uuluu uullui iluluu ilulull iuduu uu6ui uuluu iudu iuduu im6m iulluul II I uuluu u s g s III illiii�l I+ 24XI LAU,. avTLjv di�I t-1 t4 411*4 T41" (o;,4 (ej,) r-jdtX-�, Oilii�10Fi ............... F- IT am Lo K -7I to 77 in R USED 'CA BLALDING 9 T I I il;,�P s r LYW L) Oej Li (r9 AT FLA' A?'l .. � �-�- �f I ` `4i ill - �T � � I! I \ . ail 0 07 I � I h � I (I � i / - -4 C F 7� Tul e:i,L 711l 12 Tz:> Hore. K -iFAT11iiiiiiii 1,iiiiIALi-----> `8A op 3�A IT, �-iAiii -1 4- 4 r7oE;-, l or-1 9A 4,.ti-wr--? ELI-ii-vAlliliz-7,. AL,- s-i U L2-l� A-7 4 A.- F7L:i1l`llii-JC? E'S bL 0( C-A L i t- 0, P.,EAHS) T' 55 Z 17F;�0vic;ez- --4(:z -------- E0 r-1 F-Liii.P. 17 ll 0 e )c-,, I Q,� C.;) 10, 9,C- 611111111111" (D 1> 'r-ifill'091L.AL Li 1-- 0, low A-- c, in X zz� 'A folk 1 xv w I oj 0, ol t t. 1`1 1 t-4. 6"WT As Will oTt4eW44ii S 2 o?, 10 12150 SW 687*14 F`ARfl::WAY ii nF 74 THIS pirill[IT1111JI1111111111 I JTJV J111111111114 1jljl �ljlj1jljl IF THIS DOCUMENT T S LESS �TTI I LEGIBLE THAN THIS NOTATION, 191 III III 111 11 APRIL 2 0 1 ,994 0 1 51 6 8� T ''I 'Irl 1111111111i I r7 11 IS DUE 'CO Tl I E QUALITY O}•' L No.38 THE ORIGINAL DOCUMENT. V- 191t,—,,I 111, 1-111-�11 It,,1-11,, 11-11,t3l,11`1-11 111II USED ,CA,.-. I EZ (IIII 9ULD1 G DATR _ Gib 1. All laminated beams to be Douglas Fir with fp 2400 psi per AITC 3'' M,A•� specification. Appearance grade to he industrial. PLTG F I • These notes set minimum standards for construction. The drawings 2. All glue laminated members shsll be notched, shaped and finished as ?I•- pGFp T -1, � govern over the General Notes to extent shown. per plans and specifications and shall be fabricated with waterproof ,, • Contractor shall verify all dimensions and conditions on drawings and glues. ,RIGH in the field. Coordinate locations of openings through flours, roof and 3. Erection of members shall conform to AITC specifications No. 105.65. '� ` ' , '' v �,t Zats;G� '('0,00c :�(i' `- f A"( Oca r� walls with architectural, mechanicsl and electrical plans. Notifj design 4. Camber beams to true lines under 1.5u times dead load deflection except _ ""�-""�" -;- �( j SEE F ' t.�rq ��„ �• z agency of any discrepancies3. . as otherwise shown. t' a ' '` ''' o + tv Contractor shall provide all necessary temporary support prior to 5. Certificates of inspection NI and N2 from AITC or an independent testing ', ' , ' completion of vertical and lateral load systems- • , ' _ _ �_ � �'. -' Y laboratory will he required. I ��� 4. Interior shear wall at Grid 8 is used as bracing of the structure. Provide 6. All lumber species and Pe grades to ht; as follows: � �T .JT+ �- �---- -roO,,� t•1�=E � 3� adequate bracing tail this wall is fully erected and tied to flour and a. Joists, beams and stringers Douglas Fir N2 K•i;'!wj Be/Fl�EZ7 7 r05'�� , roof. 6" nom. & greater beams & stringers Douglas Fir N1 D� ��T FLU E In'F. ' a do �+ T r M .CV!<t- t I M,T • r X �4�' Ll I'j d�G S. Inspection and/or jab super-vision is not provided by this design agency b. Bucks, blocking, bridging & mise Doug Fir or Hem Fir M3 .JeI NT ansupe titles: specifically arranged for by separate contract. c. 2 x 4 studs Doug Fir "studs" or std , a � T ��, 6. Where reference is made to ASTM, RISC, ACI or other standards, the ! , �•-� ,,/ �, ►•/I IN, & bitter or N2 t t��'N • • latest issue shall apply. d. 2 x 6 studs and larger Douglas Fir N2 7. All work shall be in strict compliance with the Uniform Building Code as e. Sills, ledgers, g plates, etc. embedded in �_�_____-__,_ • amended by the State of Oregon and all other state and local codes and or in contact with concrete Press treated Dung Fir N2 e • + - �, building requirements that apply. f posts r Douglas Fir NI _ I I _ 8. Design Criteria: 7. Crosshridge or solid block at 8'-0" maximum o.c. for solid sawn joist ' " ' " ' Ia. 2 I � I I ci , a• Basic Roof Load (snow) 25#/s ft. • - _ ( - t q. (gnaw build up 2 x 12 and larger. .� M loading as per SEAO snow 8. Framing anchors, joist hanger, post caps, etc. to be "Simpson" or - 4 load analysis) approved equal. 4�n �,r.rr =_ • b• Wind 80 mph, E - VArv� R FY's►,RpF� P Exposure `B` 9. All bolt heads and nuts bearing~ on wood to be provided with a washer. G� I tOW E rte' M r-r - I c• Seismic Zone 2B 10. All nailing to be per table 25Q of the U.B.C. Nails called for on the A-� end:�'F'JQ'IaN ,,y�I�Tc , �M 9. Mechanical equipment, mechanical and sprinkler piping larger than 2" drawings are to be common. �� F-F Gd�-p .,O'S'rS \`�" 5�'U ��'� �� p+'N� FLE N r 'L Y diameterasystem or other items producing a hanger land over SON shall in hung 11. Cutting and notching of joists not allowed. 1" diameter hole may be ��C�RAVF-� �At5rv- •� •-�j 10 7r by a system approved by the design agency. Any hanger producing a drilled in the center 1/3 of the member depth. All other holes to be ^I'T �- - '�/y-� �-- bad over 200N :hall have additional framing installed to transfer these approved. loads to the main structural beams or walls unless otherwise approved. 12. Studs may be r-otched in the lower 1/5 of the height of stud for electrics ��� --- II _ T---Ir- I0. Shop drawings shall be required on reinforcing steel, structural steel, and plumbing pipes, but no art of notch I I cJ p g p p p is to be deeper than 25`% of I glue laminated members, fabricated joists, and shall be rwiewed prior width of stud. Holes of diameters up to 113 of width of stud may be to fabrication. drilled in studs but not in center 1/3 of their height. ��' 16Y//G t�INER� 13. All members 2x or less (least dimension) shall be kiln dried. SEEGNL, ������ STIP WORK 14. Plywood sheath to be standard de with exterior lue. Install roof ANO - ` Y J3 gn g - USED: C /a� 1. Conform to the requirements as outlined in the Foundation and floor sheathing with face grain perpendicular to supports and IG A 8 � ��t !'-�� � � �• y ': Investigation Report prepared by Geotechnical Aesources, Inc. dated stagger end joints. Install wall sheathing either horizontal or vertical W E LS STS lune 26, 1990, and block all edges of plywood with 2 x 4 or thicker blocking. Special t g p Y ng P G�,>v E , 1- I BUILDING.'' , stud and nailinEQUM=QNg requirements required at Grid 8 shear wall - See plans. �)j�j , �'�zJ.1EGT (�`T� JE; r�F�►� L^vs Block roof sheathing where noted on drawings. See plans for nailing ,, I , e 1 h �1��GG� 1 Fid I♦ V`�H� th f �! IN� ::!/.,f"' '��O''�trG� rsE ''r� �r1 1�.�✓;� 2�_ p 1. Conform to the requirements as set forth in the Foundation schedule. k' p�Gv' L �, ?,X3x 3�6XG SII r1'* .%' P�OV'I #4 Investigation Report prepared by Geotechnical Resources, Inc., dated I 1 X�y, June 26, 1990. ' ! r-- I .E M �'✓� ,� ->j ' �o A7 9A?A STRUCT RAL AND MISCEL-a__I�EQU5 S --� ,�'' nB;,, S"`I p'�` !'`.�-5/ ►' !�I P� /^ _ _ Soil Bearing Pressure: 1. Detailing, fabrication and erection shall conform to the Steel 2000 psf (New and used car buildings) Construction Manual of AISC. k. z. =� �• SLAB ?� �•! 7.500 psf (Service and parts building) 2. All steel to be A36 except as noted. (A572 - Grade 50 alternate, whereFIN,��R�� I , Latera! Earth Pressure. noted, see plans.) - �. �I ! I G' SLAM •! � �� j - 35 psf (Yielding walls) 3. All welds to be made by Certified Welders to AWS Standards with I, �- `-" ' S i u •. vv^yl� �� 45 psf (non-yielding walls) E70XX electrodes. �' �' , r l - ` I i I d Li 4. Anchor bolts to be A307. Provide standard plate washers under all bolt , #�+ - G;' �� • •I ,�;� I J' i .� ° i C��efficien► of friction = 0.35 heads and nuts iL contact with wood. 3'L OG Q 0 Passive soil resistance 250 pcf (equivalent fluid) 5. All structural tubing to be ASTM A500 Grade B fy = 46 ksi. +1 I- NIG f l I J e I'I ^� �"�'� ?� '�' .�� _ 2. All footings to bear on firm, undisturbed soil or approved compacted fill 6. All pipe to be ASTM A53, Type E or S, Grade B. h > Z �I N � minimum 18" below final grade. Notify design agei.cy before 7. Do not oversize drilled or punched holes with burning torch. r nr< �'_� � ;. '�j ;, ^� +y,?,�r� _ f a ' tvi AT procezding if any unusual conditions are encountered in the footing 8. Beam connections require high strength bolts, material and installation I' excavations. _ a r �7 . C r - � �T' shall conform to ASTM A325. - -- z I Cd 3. Excavations to conform to the soil's report. C = • BLOCK AND HOLLOW BRICK S �: i � 'o -- 2-�5 *I- 1. Y t .I 1 . Assumed fm 1500 psi (minimum). �C�'� I �, I -� Average concrete strength as determined by job cast lab cured 2. All masonry units to he Grade N-I per ASTM C90 dry to intermediate '�_= cylinders at 28 days (plus increase depending upon the plant's standard humidity condition per Table No. 1. deviation as specified in ACI 31&77) shall be: 3. A11 building brick units shall be 2500 psi units conforming to U.B.C. 4000 psi for concrete at composite floor deck (roof). standard No. 24-1-76 Grade MW. 3000 psi for all other uses. 4. Grout for all reinforced brick and hollow unit masonry walls shall be 2. Minimum Mix Requirements: 3/8" aggregate concrete with a 28 day strength of 2000 psi with ��-✓ �?� ! ' = C-I y' - 11,E I �„ -~ �3 I n _ I �,�+ a. Cement content per yard. 5 sacks 0 3000 psi intrusion aid admixture expander added (4 ounces per sack of cement). 6 sacks 0 4000 psi Stump shall be ? to 8 inches. 5 V2 sacks C' slabs on grade 5. All mortar for reinforced masonry shall be U.B.C. Type "S" 1800 psi b. Slump: 2 to 4 inches. Deviation from design slump +V2" to 4". compressive strength at 28 days with the following proportions: 1112' C. Air Entrainment: Per ACI at all exterior slabs. Cement - 1 part P. V a d. Admix: Water reducing admix (Pozzolith or equal) for all slabs. Lime - 3/4 part maximum , SEE ARCH. FOR ROOF DRAIN 3. Place and cure all concrete per ACI codes and standards. Sand - 4 parts maximum �- -♦ /--BASE p1..5/8'x 10'x0'•10'W/ LOCATION WHERE OCCUR 4. Provide control joints in all slabs on grade at 20'-0" o.c. each way 6. All mortar shall be mixed by mechanical means and proportioned by 4-5/a'MAR x 12'A.B.1 - maximum unless otherwise shown on plans. Provide heavy (3/4") tooled accurate measurement. Shovel measurement will = be allowed. joints at 5'-0" o.c. and V2" premolded expansion joints at 7. Tests - See specifications. /Z �'� +x6 a v�/ 30'-0" o.c. in all exterior walks and slabs. 8. Special inspections shall be provided by the owner and is required (:- + ' 5. At areas of depressions for slabs and beams, provide minimum thickness ✓c� C6�(, NPr l 15 ?"� EBF t�v'�'"h5 ' where noted on the drawings (See Sheet SI). ,I � / TUBE STEEL COLUMN of depth as for adjacent areas unless otherwise shown. CA 4 all / a 32' p��� �� R .� . PLAN I�F 9. All reinforcing for masonry walls shall he Grade 60 conforming to all _\ 6. Sleeves, pipes or conduits of aluminum shall not be embedded in provisions of concrete reinforcing section above. UhE3ie i� �7T P� ��z 3116 '+M �+' 18' DIAM. CONC. COLL"N W/ structurel concrete unless effectively coated. 10. Except as otherwise shown, reinforce all masonry walls with the Ep F� 'a �31MP�'�I F� t3 - • 6 VERTS.W/ 4 - • 3 TIES following minimum: Dom, �D --� 4" o/c. TOP 10' ole. -- T Ct�NC.BLAB REL1v'FORCING 8" nominal thickness: /-'� BETWEEN 1. All reinforcing steel for concrete shall conform to U.B.C. standards #5 ® 32" o.c. vertical I& center of grouted voids C Gam/ 1 �-+ FIN. GRADE No. 26-4-76 and ASTM A615 grade 60 for all uses. 2 N4 horizontal in bond beams at 48"o.c. _ _ 2. All welded reinforcing steel shall conform to ASTM A704. 11. Except as otherwise shown, reinforce around all openings with 2 NS " • `° 3. Fabricate and t,,"till reinforcing steel according to the "Manual of .horizontal at head by opening plus 4'-0" & 1 N5 vertical at each jamb by I 3•t„sN �� • .�- 1112-NON-SHRINK GROUT = �' N Standard Practice for Detailing Reinforced Concrete Structure" ACI opening plus 4'-0" / 4 : 8 - • 6 DOWELS x 0 -ti ;� a s ,��.. I� t" a - FOR REINF. EE �o TO MATCH COL. VERTS. Standard 315. �•• , �•• ,• ; • 12. Except as otherwise :haws, dowel all masonry walls to foundation walls ;, SCHEDULE 4. Provide 2'-0" x 2'-0° corner bars t�� match horizontal reinforcing in with 1 N5 dowel x 4'-0" ® each vertical wall bar embedded T-O" into Ic J > �•' y ' i•;; y i ' walls and footings at all corners and intersections. v ►- ;_ . o . o} e , ,� e �• a concrete. 5. Splices in wall and slab reinforcing shall be lapped 30 diameters and 13. Lap all bars a minimum of 36 diameters except as otherwise shown. �!--. • I a ' f •' i `' s A � . shall be staggered at least 4' at alternate bars. 14. Provide 2'-0' x T-0" bars at all corners an intersections for all walls i 3. M • M 6. All openings smaller than 30" x 30' that disrupt reinforcing shall have equal in size and number to horizontal reinforcing. Cwt -#GJ c:Y',T" Fp'`E (� _ 3' 2 - 3 TIES p A' 0/C N BOTT 17F. r.� b an amount of reinforcing placid both sides of opening equal to the 15. Provide bar positioners for all vertical reinforcing with high lift ►^ � `4 II � vl F!• S C 3'44 amount disrupted and extending 2'-0" each side of opening. grouting. � 7. Provide the following reinforcing around wall opening lar er than - P L.AI'� SEE FND PLAN g g g I6. Protect all masonry units stored at job site and erected from the I 30" x 30". elements. A. 2 J15 over x opening plus 2'-0' each side. 17. Grout cells and bond beams that contain reinforcing or embedded items. b. 2 #5 under x opening plus 2'-0' each side. Grout additional cells as noted on the drawings. C. 2 95 each side x full story height 18. All wmk &hall conform to Section 2402 thru Section 2416 of the Uniform d. 7. N5 x 4'-0" diagonal bars C each comer Building Code. e. Provide 90 degree hook for bars at openings if required 19. Connect masonry wails to concrete walls at all intersections with 1/2" extension past opening cannot be obtained. diameter x 15" M.B. in flush shells at 48" vertical center. 8. Provide. 2 14 continuous bars at top and bottom and at discontinuous 20. Electric boxes, conduit and plumbing shall not be placed in any cell or f ends o a walls. course that conthins reinforcing. n -Y- 9. Place 2 05 x openings plus T-0" each aide around all edges of openings larger than 15" x 15" in �ucbxiral slabs and place 1 N4 x 4'-0" a 45 r ►fig ROOF JUIST'S ►'�/C2l-4� � ZI' �- degrees to each corner. 1. All prefabricated roof and floor members shall be manufactured b Trus 1 10. Provide dowels from footings to match all vertical wall, pilaster, and Joist Carl,. or approved � J:-�I ��., .*. �t���� �� � � I - , column reinforcing. Lap 30 diameters or 2'-0" minimum. 2. All joists shall conform to all provisions of the 1988 Uniform Building .__T� 11. Lap all bars in intersecting footings T-0' or 30 diameters, whichever is Code. Tj greater. 3. Joist shall not exceed a live load deflection of LJ360 or the working �''-r-] 4' ' F- F . r- �,:; � 1•� 12. All welded cave fabric shall conform to ASTM specification A-185-73. stresses as shown in the U.B.G. standards for appropriate materials for �- --�--�; M � » � a. All wire fabric shall be supplied and laid in flat sheets and shall the loads indicated an the drawings. } ---,�` 2 // o T be chaired to proper position in slabs. 4. Joist manufacturer shall furnish complete engineering shop drawings - I IPA I - _ ; T - ` -' 13. Reinforcing shall not be bent or displaced for the convenience of other with Oregon registered professional engineers seal. ----�- _ _ \� u7 trades unless approved by the structural engineer. S. A. TJI aeries: � t' `-'� - o- _ - 14. Minimum cover from concrete surfacer to reinforcing steel shall be: 1. Manufacturer shall furnish all end and intermediate stiffeners. T5 3" +/- V2' to bottom of footing Blocking and/or shear panels and metal bridging assemblies as 1 -� 'L • • 2" +/- Ud" to earth face of wall required to provide a complete roof structural system. 1" +/- V4" to inside face of wall 6. Cambers: 2" +/_ V4 main steel beams and columns Roof Members 1.25 dead load � � V4' from top in dabs an grade Floor Members 1.25 dead load WT MAS Center of wall 7. Doubly all joists under mechanical units unless otherwise shown. II I 911 � 15. Electrical conduit shall be placed Lear center of slab. 8. All bridging, bearing hardware, blocking, hangers, etc. that coru,ect to the joists shall be per Trus Joist 'Corp. standard details. Iv -��- 9. Erector shall exercise extreme care during erection of joists to prevent them from buckling laterally. Provide lateral bracing as necessary. j•.(�-i•� A-T' I��S� �r-�`�- Fig SpecitJ inspections are te, conform to the State Building Code and U.B.C. Section 10. Manufacturer to inspect all trusses after they have been erected and -N r.,f, F J 3 sheathing, FS AFS' � � <:� Gf✓1 306 and are required for the following materials: g, bridging, blocking, etc. has been installed. Manufacturer to �L, . A-r , Cast in place concrete submit certificate to engineer that the inspection was made and that G '�� '� f--/ Structural and miscellaneous iron joists are in acceptable condition and meet with the manufacturer's4�.., fi �` 5 `��� Gt^hG Field welding design and installation requirements. O� ! 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I � I � III ' 111It1, 1 141 III IIIIIII ' I � I III I , III I ' np n �7 LEGIBLE THAN THIS NOTATION, I I I l I I 1 I � j I 16 I �) I I I g l I I lU 11 l �r"II"` (`u 1994 �'" IT IS DUE TO IHF' QUALITY OE'' _ THE ORIGINAL DOCUMENT. - - - --- -__ _ _-- - --- - �-- -- -- O�E Z t3Z LZ 9Z— Z TZ ea �Z ' I7, OZ 6I t� LT 9�i sT< 6T Ei a�T iT i I �6 �>J � IL �9 Z T4, 1111111 �14,1lei,, „�,� I , 114i 14►41,4I4111111►1 �44i411II4 ►llllli1414i4114►►I11441414i ►�� lllilllllllll,4►►►, T 1 1 ►, 1lillllll{114►�►111 lilllll,lll►414414141111►►1111111 !11►„III►1�,�11„�,►►il► I,llll�,lilfil „►I 1111I111111►1111111414 DAT! Mg- PLUMBING EQUIPMENT SCHEDULE AND SPECIFICATIONS PLUMBING SYMBOLS '-`---- --- W WASTE DESIG. DESCRIPTION ------_ __._ __.__ _—CONNECTION �__�____.- ----___-- _ ------ FITTINGS --- — V VENT CW HW V W ID G FIXTURE REMARKS --- ' — M COLD WATER HW HOT WATER (120-F) AP-1 ACCESS PANEL .— __ .,_ .—. — E1�OOF� SERFS A5 IitQUE12FD. SIZI� TO FACLJ►TATE EASY ACCESS AND _-- r . . --- • • FIVVR HOT WATER RETURN (120'F) — LATCHt 5CF2FlIVDRl1/E32 OPERATED. ALL..S (1lyR RATED U.L USTID) 0 . . . D DRAIN REMOVAL OR REPAIR TO MECHANICAL SYSTEM F'ROVEOE FR-SERFS N FRE R4TEG �: CB--1 CATCH BASIN - -- -•- 40 .__ _ CIUAZTTE POLYCAST: 700 "HARDWARE' SERIES #651 WITH CAST RON GRATE `--- v ------ _ ___---- -_-.. _.. __-- ___ _ AND GALVAAQIm STEEL TRASH BUCKET G GAS PIAS co ANOtlT COTE-1 FLOOR CLEANOUT TO GRADE - - - - - -- JR SMITH FKkIRE 4239-0-444 NO HUB. - y_ DV DRAIN VALVE - DF-1 DRENKNG FOUNT - - ■ _ - _. - __-__-----__--._-_-.____-_ ____- -_--_--.__ __-___ ---_-- ____-__-- -----.__-__ - _ - SAME S� AS MAN TO 4■. SEE DETAIL 1 SOV SHUT OFF VALVE (GATE. 09E. Y) _ P1 GL OR BUTTFRFL - U UNION '4 r/4 r/4 E1,UCAY: N0. ESYVA-8 WA1►R COOLERPROVIDE SPEEDWAY STOP AND SUPPLY � ARCH• DRAWINGS FOR MOUNTING HEIGHT - -- PTRV PRESSURE TE1rPERA DF-2 It0 - - - - _ _ __ -____ -__.____. ______-_ __ / T1�tE EiE].EF VALVE DRENCNG FOUNTAIN_�AP - ri4. r/4■ -- - flKAY: N'e: EHF-8 WATER CX?OL.ER E2F20VDE SPE.t�`WAY STOP AAO SUPPLY - -�_ - -_-_-_ __ SEE _ARCIi�_DRAWNGS FOR MOlT1TNG-FfaGHT �- -_- CONFECT TO DOSING -3 ORNWG FOUNTAIN �. _ - _ __- --.-- - -----' ---- _._- �OVDE CHROME ri ATED P-TRAP. TAIL PIECE. SPEEDWAY STOP MO SUPPLY - EXISTING 70 REI�AAAtJ _.-._.. '�t i'/i•��/a■- _ _ E_].KAY: IJi). EOi--10-C --------.-.__---------•------ --- --- _._ -.._- FCD- 1 FLOOR CLEANOUT - -- - - - - ` - JR SMITH FIG. 4023-U - - - - - __ - -..-- CAP pQ$I SAME SIZE AS !AAN To 40 SEDT: DETAIL 1 RELOCATE E>aSTNG REMOVE EXISTING'-" FD-1 FLOOR DRAIN (HEAVY DUTY) - -- ,�■ - •_ JR 2120--Y- -NIB WITH NICKEL BRONZE LAMINATE TOP. NCICEL BRONZE NOTED LAMNATF' CAST RON PRIMED. SEE DETAIL 2 P1 SES' SEE JR Stott H : FIG. 2005-A--lI-P, CAN`T' IRON/'FL.ASFidG COIL-AR ...� FD-2 FLOOR DRAM , ___-_._..-__ _-._ ___ -• ----------- -- DWG. DWG. I ROUND N.B. �R. ADJ. STRA - --- _--, --- - SEE DETAIL STK -- WITH 3/40 GRATE WITH DOME STRAINER BOTTOM AND ALU�INI�, RECESSED 3 � FS-1 FLOOR - --�_ — + 1'.s� I �� I ' JR SMrH FIG. 3100-Y-11-43 8'rz"rc8'.c�" SERFS ------- - - -- GRATE PRIMED. SEE DETAIL 1-113-1 HOSE ESB �/4" i -- -- — JR !ITH FIG. 5509 NON-FREEZE WALL HYDKANT WITH NTECRAL -- ---� — VACUUM BREAKER HB-2 HOSE ESB0 -- — — — — 4 I I ; CHICAGO NO 998 ------- NMGRAI_ VACUUM _ BREAKER FLUE JS-1 JANITOR SINK �4 I �4" 20 30 �FUT: SB-2424 WITH 6" HIGH PRECAST TERRAZZO AND STAINLESS STEEL FAUCET: CHICAGO NQ 897 WITH HOSE THREAD SPOUT AND NTE AL - ----� ~ - - ASWE APPROVED T. ec P. ,/---- - CAUIX SIDES ADJACENT TO WALLS WATER TIGHT. RELIEF VAI_VEOtSCFiARGE ---- THERMOMETER (NIHIL BODY. VACUUM BREAKfft — — _ --_. _ _ FULL SIZE TO TE>�1AT10N "'- -- AMERICAN STANDARD OAQUALYN' 0476.028 COUNTERTOP MOa4T PROVIDE FAUCET: DELTA MODEL. 523 FEW WITH FLAT GRA STRAINER AND -- -- - ---- -_-- __ —_ — - AS SHOWN ON DRAWING rl 7 — L-1 LAVATORY (HANDICAP) 4'4" �/4 1�rr�' 1�i2" — — CHROME PLATED BRASS P-TRAP TAIL PEICE, SPELDWAY STOPS AND 0.5 GPM FLOW RESTRICTOR PROVIDE: SPEEDWAY STOPS AND SUPPUFS EXPOSED HOT WATER AND DRAIN PPE UNDER LAV. SHOULD BE INSULATED -- ------ SUPPLIES __..__._-----____-- -- __.__ -__--_._ _ __-__ ._--_-----_-.-_ PROVIDE: PLATED MASS TAIL PE]CE AND P-TRAP OR OTHUrNM COVERED_ USED CAR - -- -- + - - AMERICAN STANDARD "AQUALYM 0476.028 COUNTERTOP MOUNT PROVIDE FAUCET: SYMMONS MODEL S-61- G METERING. SELF CLOSING AND .5 GPM - 5� ARCH DWG'S FOR --_ - ----_ L-2 --- LAVATORY (F{AJJDICAF) 3'4 3r4 J 1120 I 112 I - - ! CHROME PLATED BRASS P-TRAP TAIL PEKE, SPEEDWAY STOPS AND FLOW RATE PROVIDE SYMriONS MQWG VALVE #4-10--A. SET HEIGHT. HOT WATER AND T� BUILDING I I SUPPLIES FOR 110' DELIVERY. DRAIN PPE UNDER LAV. SHOULD BE INSULATED OR COVERED. �'1--�.y _ _ - �-- FAUCET: DELTA NUMBER 523 H GM DF WITH 0.5 GPM FLOW CONTROL TE STRAP L-3 LAVATORY (HANDICAP) '4 x,40 I 1'iz 1lr2 __ t SAN STANDARD "Ll1L'E E" 10355.012 WALL HUNG W/JR SMITH AND METAL (�iD 5 PRO P-TRAP ARCH. DRAWINGS FOR HEK�FIT. HOT WATER AND DRAIN PPE t WALL OR CO;ICEAIM ARM CARR*X COLOR: WHITE VITREOUS CHINA �'�• VIDE CHROME PLATED P TRAP U LAV. SHOULD BE INSULATED OR COVERED. - -- - - - -----__-__ TAA-PPE, SPEIDWAY STOPS AND SUPPLES �.- .GAS COCK cJ4-1 oveRFLow DRAIN I - - , - AS 40TED -- SMITH . FIG. 1070--C-R WITH UNDER DECK CLAMP. - + -- -- ODV- 1 OL DRAIN VALVE -- - - 1'.I" -- ACE TANK-MORFiISONk VALVE MODE NO. MF2235-112 BRASS GATE VALVE - _I 6' 'ORT LEG ' -- ~.�-- ROCKFURD MODEL OST-5636, 150 GLLONS INTEGRAL STORAGE: TAMC -- _-- -------- -- ____ ____-_ ---_...- . . - • / OS-1 OL SEPARATOR ` -- -- 2 4 - I --- 1/4" WELDED STEEL WITH TRAFFIC COQ- e� I VER SEDIMENT BASKET. PROVIDE PROVIDE VENT WITH UL LISTED VIM' CAP. r L.i • r T INTEGRAL E XTTENSION AS RE QUP,ED. -- --•--_.._.-___-------_.---____-�-..__-- __ -__-__--t- -- SES-- i RD-1 RAN DF'AN - I - -- -( - DWG.i --- - I JR SMRH . FIG. 1G10-C-R WITH UNDER DECK CLAMP 1-1/4" DRAM TO --- CODE DRA1 PAN-" _ NOTED iPi�D Z�'t_1 L PROVIDE WALL PRS-1 PEZES'�..,l.A?F RQ>11CT1G STATION � �� - I - --. - WATTS N0. 223ET _.-- - ---- SEE DETAIL _- _ -- 4 E>fI1.OW BRACKET MIHfRF •O Pi MOUNTED OVE32Ff�1D RF'-1 RECIRCULATING PUMP �4" - — � -- 4 - E3dcG MOD. NO. LR-2--BF 1/20 Hp 115 VOLTS 14 02900 RPM 2 CPM [BRON� FITTIIJGS AND `FACS FOR 120' SERVICEtDELIVERY 0 2FT. OF HEAL Q RPBP-1PREVENTER REDUCED PRESSURE BACKF-Cowl 2• -- - - f -- -- WATTS 5'rJ2Es 909x1120 - ---- PROVIDE BRONZE STRANER. AIR k:AP SYSTEM WITH DRAIN LINE AND - - 4 6 GAS WATER HEATER � SOV WITH UNIONS. SEE DETAILS. -_ _ P2 S-1 SNC 3/4 3/40 11= 2■ -- _ JUST NO. SLX2231 FAUCET: DELTA 100 HOF WITH 275 G.P.M. FLOW CONTROL DEVICE. PROVIDE Pl NO SCALE r j CHROME PLATED BRASS TAIL PEICE. P-TRAP, SPEEDWAY STOPS AND SUPPLIETYPE 302 18-•F� STAN STEEL W/J35 CRl1NB CUP. S. - � • S-2 5NC 3, ai4 ;12• I 2■ - JUST NO. SLX2231 FAUCET. DELTA 100 HOF• WITH 2.75 GPM FLOW CONTROL DEVICE. PROVIDE � TYPE 302 18-8 STAN STEEL W/J35 (�2 M CUP. CHROME PLATED BRASS TAIL PGCE. P-TRAP, SP'EIDWAY STOPS AND S. FAUCET: CHICAGO NO. 305-VH-R WITH INTEGRAL VACUTArI BREAKER AND S-3 STK s/4" �/4 111 20 - - SINK JUST: NO. A-16665 STANLF-13 STEEL SERVICE SNC STOP ARMS. DRAIN JUST: FLAT GRID STRAINER NO. J355 PROVIDE CHROME - I _ PLATED BRASS P-TRAP AND TAIL PECE -1 - - _._ ----..-`. _- _ ASMI APPROVED PTRV - I �•--- THE7tMOM1ETER - • r SHOWER FAUCET, AND HEAD ASSEMBLY DELTA MODEL 1693 HDF WITH , SH-t SHIOWER a/ 3i ! 11" I 2" - - ARCHITECTURALLY BUL.T STALL SEE ARCHIL DWG'S FOR EXACT LOCATION ANJT�-SCALD PRESSURE BALANCE AND,INTEGRAL CHEAK STOPS. TO SEE DETAILS: -- DISCHARGE FULL SIN TO HW f 4 4 I 2 ( FLOOR DRAIN: JR SMITH Fly. 2005-A NICKEL BRONZE STRAINER PRIED HAVE MAX. TEMP. ADJUSTMEVT STOP. P2 TEM"T10N AS SHOWN i _ _ _�--_ ON DRAWING. Q TD-1 TRENCH DRAM - - - I - ____ - QUAZTTE - POLl'CAST SYSTEM 700 SF32ES "HARDNOSEO PRESLOPED AREA -~-_- -- ____ - LOCATKNNL -�_-- -�_ . DRAIN SYSTEM PROVIDE ALL CObPONETS AS REQUIRED TO INSTALL COMPLETE SYSTEMA. SEE ARC.F•L DWG. FOR EXACT - - TP- 1 TRAP PREMIER ; 'i2" ( --�~N- - .- _- PRECIgON PL-1�61JG PRODI ACTS MOD. F'f�E RITE; P-1, P-2 AND MODEL OREGON #1 AS REQURED. ALL IAPMO APPROVED PRE#1ER DISTBIlTION UMTS OR MANIFOLDS AS REQUIRED. ' PROVDE S.O.V. - 0 _--_ 0 -- - --------------..__.___ __ __-- -_.__- ------------.._ ---. _ _-__ ____ _ ----___- - -_- _ _-______.__ _� P2 �• t,� - - AMERICAN STANDARD -LYNBROOKO 531.019 WALL HCMG WITH SMITH - - --� --' - 3'4"bl�C� � F'ROVEDE STRAP U-1 UZTlAL-- _ r/4 -- 1 �? SUPPORTS COLOR: WHITE -- -'- FLUSH VALVE SLOAN ROYAL 180 (TOP SPUD) I VERFY MIOUJTNG HNE7GNfTS WITH ARCM DRAWTIGS I AROUND TAMC AND U-2 URINAL (IiANDICAF') 1'14" -- , rce" 2" - -_ AMERICAN STANDARD "LYNBfMOK` /6531.019 WALL HUNG WITH SMITH - -`- TWO /g"♦ RODS AT SUPPORTS COLOR: WHITE FLUSH VALVE SLOAN ROYAL 180 (TOP SPLA) VERIFY MOUNTING HEIGHTS WITH ARCH. DRAWINGS cW A 45" ANGLE - T - -- - --- -- ___-- -- --- - - -. ---�I F--� ANCHORED TO W-1 WATER CLOSET �4" I - i 20 3" --- - I AMERICAN STANDARD "NEIN CADET' 2812053 VITREOUS CHINA. ELONGATED SEAT: OLSONITE MODNO. 10 S.S. OPEN FRONT SOLD BLACK PLASTIC SEAT - _ --_ - -- ------__-_.- -- -_ _----_-._.____-- _ STRUCTURE. SIPHON JET. WITH SELF-SUSTAINING FEJITUFE PROV_DE SPE:IDWAY STOP AND__SUPPLY W-2 WATER CLOSET (HLADICAP) /4" - 2' I 3" AMERICAN STANDARD ONEW CADS-I" 28t2053 VITREOUS CII ELONGATED SEAT: OLSONITF MOD. NO. L210-N--CC OPEN FRONT 2" LFT SEAT �� COpE DRAIN PAN - -~ SIPHON JET. PROVIDE SPEFDWAY STOP' AND SUPPLY MCO--'I WALL (: EANOUT JR SMITH NO. 4472 WITH Fl ANNL-ESS STEEL. COVER S 1-1/4" DRAIN TO --+ PRS�ED. SEE DETAIL: -P,� 2�E�� E3ClOW � PROVIDE WALL . a a I .r __ STATE ELECTRIC PV-#0-LOMB-iC - -- WH--1 WATER HEATER I /4 /4 I - - 1650 WATTS PROVIDE: DRAIN VALVES WITH WATTS NO. 8A HOSE VACUUM, BREAKER AND BRACKET WHERE 120 VOLTS RECOVERY 7 GPH O 100' RLSE. _ _ ' PTRV. SET FOR 100' DELIVERY SFE DETAIL. 5 OT SET ABOVEP'll is-1 OVERHEAD. il'" -- -- STATE GAS SE�175-75 t� - --`- --j -- ----------- 75 CFH PROVIDE DRALN VALVES -WITHI WAT1 S N0. $A H90SE VACWM BREAK.FR AND - WH-2 WATER HEATER 2 112 - 12 70 GPH 0 100• RISE ASME C)DE CONSTRUCTION PTRV. SET FOR 120' DELIVERY SEE DETAIL ELECTRIC WATER HEATER FAUCET: CHICAGO N0. 631-R (4) WITH INTEGRAL STOP ARMS. WITH 2" FLAT « WT-1 WASH TROUGH (4 FAUCET) 1 /i" 4'4 20 I 3" - - E1KAY MOi►EL N0. EINMA-9620 GRD STRAINER AT EACH WASH STATKky PROVIDE CHROME PLATED BRASS \ P1 NO SCALE - --- - -- -- -- ------- - -- --- - - -T- - ---- - - _..---- _.__ ___ _____--- --------------____-_- -- ---- ' ILL F'E]CE, AND P-TRAP \_1 FAUCET: CHICAGO NO. 631-R (4) WITH 14 TEGRAL STOP ARMS. WITH 2 FLAT WT-2 WASH TROUGH (4 FAUCET) 3/4" �/4" I 20 3" - - I ELKAY MODEL NO. EWMA-9620 GRD STRATER AT EACH WASH STATION PROVIDE CHROME PLATED BRASS TAIL PE]CE, AND P-TRAP ---- _ PIS O/UUOE P - p 2 BYPASS CLEANOUT AND ACCESS BRASS CLEANOUT PLUG GAUGE COCK COVER - TOP OF COVER WITH COUNTER-SUNK HEAD TO BE FLUSH WITH TOP �-- FTHISH GRADE _weEsstweE_�_ xech,0 STATron�s INDIRECT FN1SH FLOOR OF FLOOR ---- FLOOR LIQ �-_ o o ' o , ,--v- III__ WATTS 223-OR APPIROVED EGIJVALENT • _ ✓� _ o o _ =1111_ o � WASTE PPE SEE ARCHIL DRWGS. ---- ° 1111=1111'. LOW FLOW STAT)ON 0-40 GPM I c• 3 , °�' o° '' =Illi ' . • IIIA WATTS EMT AL PRESS. — 95 LBS. i /--CUT PPE 0 45 � MEMBRANE o'., o ° 6 � •. �_�■ SQUARE � PAL NO FLOW PRES'S _70 LBS. 1" AR VAP � � FN1SF� FLOOR l _ � � - ~��. TROWEL SMOOTH ,� EDGE LOW FALL OFF PREas 20 LBS. \ , M�2/�N E : 1 8" Cl BEND� � 1 • MON FLOW STATION 41-•-95 OPM �40M / —._-+ e / ` 4M1��_ Cl BED T w "TIAL PRESS. — 08 LBS. Nov TRAP 2 TAILPIECE `BALANCE OF PIPING Cl WASTE EJB v \ LENGTH TO SURE NO FLOW Pwss. - ea LBS. ' ' = PFOCR SAME AS CLEANOUT _� ' �. .. r ov '�.�•• .•. p .... .•o.' � ' 'o . L� __ _ _.____ TO GRADE •.�... co FALL OFF PRESS. — 15 LBS. O 'O a ► . O — —� 2- _- 0 b WASTE LINE 2" WATT'S 2- • O • ELQ-M -CLEANOUT.��•x-y�,�• I r `—ALUMINUM RECESSED I M 0 9ETlD F CLEANOUT � 70 P= �1�_. TRAP PRI IDR -- J . TO �DNO r �1 LIQ GRATE (TVP.) 2 TRAP _ OCCURS AT ETD OF LINE ��L ANQUL ISA__ADE f QQTG) �ti�Q r i PRESSURE REDUCING STATION 3 FLOOR SINK DETAIL 2 I820 f : ___ - _ Fl_00R DRAIP�I DETAIL CLEANOUT DETAILS = sN �'�°`, • P1 NO SCALE �— P1 NO SCALE P1 NO SCALE P1 NO SCALE �� LARRY GRIMES P , E , I COLUND=A IAivtA SUITE aoo VANCOUVtA. W^2MINQTON lees: 1.21�,() SW 68TH P-ARICWAY Iso�r' •mss-a���. FAXlao6) see-fa97 26 OF4 ,, � `' I I I I I I I I I I I I T 1 I 1 1 1 1 1 I 1 1 1 1 1 • I � IF THIS DOCUMENT 1,� LESS "T I I ISI I L I I I I I I L I I I I I I I I I I I I � rl I L 1 1 1 1 1 1 I I I I I I Y I I I ' I I I I A V I I I I L I I 111 ' 1111111 111I � 1i 1111111 III ISI VIII I ' � 1 2 3 4 I 5 Fi 7 g APRIL G 1 9 94 I IT IS D INTO THIS NOTATION, L__ I _�-_. �- - _ �- -- --- -�— _-_ - _I_ lO �1 —_iJ • � ,.,•.. _ , _.. � IT IS DUF' TO THE UiIAI,ITY OH No JB ®•_•.'�.a"'• , __ ___ _ 1 THE ORIGINAL DOCl1MFsN'1'. -- — — — T £ ZZ 8Z LZ 8Z Z 'bZ £Z Z i�Z O�Z 8I 8i Li gI 191 t•I� Si Zi iti 8 8 L 9 Tri I11-1duIIII�IIII �iIiIIIIIIT IIS►11111��ll�llI� IIIIl1 Il �I u1ll ,i IIIIIIwI I� OAT 4' • DESIGN CFH ENT. LEA. I TO WASTE 71 PRESSURE PRESSURI- Iu : Mo;�I�TIIJta p�pAGKE'( �Ah (IJ�IeS TTAAW A� T TAW v� IW-#= ,�ORNX �ACON VALVE PRS-•1 _ 300 2 L8. w 7- C. PRS--2 300 2 Le. r w.G Iz ��N�•T�-�,-t1 I�w ►�2�.rc T W�•t✓t✓ co co VALVE col A��l�I 11G To n>E ¢., .L�D PRS--3 125 2 LEL 7" W.C. 'T►�W T. Y rCo PRS--4 744 2 L8. r W.C, I/ �' pri`I- ( `%ppE 311- SLOPE /1tY' PRS-5 2 LEL r W.C. J-3 Pits--a 150 2 ua 7' W.C. L) wl (I t t PRS-7 74 2 La r w.c. Z rim �.1 � I° �21►� 2 LB GAS -- _ i / PRS--8 '7 2 LB. r W.G PARAPET PRs'-9 300 2 Ll�. r w.G --- wAl.i PRS-10 300 FRW AIR 2 LB. _.._ r W.Q — T W.G O PPE STRAP TYP. mac SUPPLY FROM � p fq� SUPPLY PRS--11 300 2 L8. I r W.G , PRG-12 74 2 LFA. T' W.C. PAIilOJG DEO( VALVE SON t VALVE SDV V PRS--13 75 2 LA 7' W.0 0 I t � CRT LEG Ir MN d w •PRS-14 50 2 LFI. r W.G l \ ` 90V ��r- D1K1 LEG 12" I>r!J SOV AR IitJOtLJ1TOR a f r w.c \ G - { t» tEc� To LUT AR RELATOR vs PR5-i�► '1 2 Lb, is Kc WASTE OIL oRwl WASTE OL D" M 5.11 q o 2 Lb. -1" bac.• u Pum WASTE OL CART � WASTE a CART R� •1!� 2� =211h, - W.c: GAS PIPE L o�.�•TLD G-' L.tht � �� I I DR�`�I -T� I L rlo� PARAPET WALL I'Z t-40 15CAt-E ��2NO SCALE 9 WASTE OII_ PICK UP STATION DIAGRAM [BULDNG SED CAR P 2 NO SCALE 3/4- 1--1/2- PERNIETER : AR SUPPLY LNE. I MAY EXTEND AS A I WASTE OR VENT 2- AR SUPPLY 3/40 I J� I I CHROME WALL COVE I�I WALL 0 COW IRW.S''SOR DtSCH RGE AND SCREW 1 HIGH P TO TAW i 2- r ti 7 FLEXIBLE PPE —GLOBE VALVE t GLOBE CO�IPRES.SOR 'f AR REGLLATOR PLIKiOED TEE w/CLF.MIOIR VALVE OF.C.L AND GAUGE 7MYER SHUTVALVE AIRGAS -- �LUBNCATOR0 AR REGULATOR /2- AR S FLOOR LINE E AR REGUL.ATER 2- N WEATHER AND GAUGE PROOF COVER 1 IC 1/2- AR COUPLER o1MOTOR OP PREFILTER A T.F. AUTO DRAM �- PUIMP1 j a "� MOISTURE 0 TURE DR FLEX Oa CT10NS $ ' ` MATION ISOLATORS l 1/a' Cl HERD ...- TAW TOP __",-TANK TOP -- 40 HOUSE KEEPING PAD + a 1- BALANCE OF PiPNG SAME 1 AS CLEANOUT TO GRADE ,. . . 8 T PUMP 7 AIR COMPRESSOR PIPING rro PRODUC AIR PIPING DIAGRAM 5 CLEANOUT DETAILS NO SCALE NO SCALE P 2 NO SCALE f-2,,,,)NO SCALE PZ P 2 METAL STUD WALL I I I I . GLASS MAE SH M"4TAIF 1 IJPiTS 'WOf�JE.IIDOAFtD* $ f I �--RETAt" WALL LJCONE S��L ANT -- --- — - I Tlrl2d SET CO RAAAC T'fL.E 2'IA 2' A!K L N E 7/8 E - WATER PROCWW 0 /�/4- �3/4 I ennE ��' 8 Si�ILAR SKY BRIDGE atour Its MOTOR OL « t �v I S 5500 500 GAL _Fo--, PROVIDE AP-1 --� Lam— _ ----_ —_ --- TMA TANG WHERE PRI I9:tS 1 I `� ARE INSTALLED I I - < FILL ��, N WALL j t AUTOMATIC PRi IU;', I SEE SPECFICATIONS —-- -- - ---- / -n C 8 ocxdowETE s�.�s E)QSTW 3000 GAL- 9 - I I 1 0 CW Ol1TJ CW N HEADERL----- -----U NOTE. fl�� TO LATMT EIXTION OF I U WASTE OL STORAGE a- 9♦ANDWOCK FOR CERAMC TANG - RELOCATED TILE 043TAL.LAT1OW. j—�-- AR Z GAP TO DRAM �CS�� .../// y •• c- AS REaIJ<tED 71 N. L----- I ��jI.IM I° _ [DOSED PRIAUM TO BE BEHIND A 1!� GOM�°FZE�SoIe WASTE OL CODE VENT CAP 2- PWWY TANG ORAN vrT-1 302 SS. No4 SA-TN FLASH REMOVABLE t3Y 0;,4 N F_� SUPPLY FROM AR DRNEN Ply' BY 7]-..S TYPICAL OF 3) ��F��P�r'�C��41'•� ENCLOSLN;F.. ALL SIDES CAU JKM WATER SERVICE BUILDHG OWNER ��� 1i;20 c4 I IV THT. Gtr t � �1' . r � iM�T NAS �� !7E'fsll Ic:coM 7. r,44-�RED. PRESS. BACKFLOW PREVENTER r,3 TRAP PRIMER r2�'� FLOOR. DRAIN INSTALLATION 1 TANK FARM PLAN r- 2 NO SCALE PZ 4 1 --O 9 G \� P2 NO SCALE P� NO SCALE P SCALE: 1 � mom mKwm root sp*mffflt LARRY GRIMES P . E . 1 COLU048IA IlIritP1 SUITE 200• VANCOU,4Mp, �IASHINOTON 06660 (200) 606-8488. FAX (2061 66e1-1307 1215C) SW 68TH PAP1.14 `O nF 7. 1 - _ - IF THIS DOCUMENT Is LESS -tfr Ilr (III III III IIS III `III I � I I �I III III iT7 �If'�I(� r1i ►fir I�1 �5L' � I � f � IIIIIIII SI ii � � �LEGIBLE TITAN THIS NOTATION, I , I I 1 3 ' 4 I 6 I I I 8 I 19� �o I I 11 1GI,�.. _ 'SPI IL �_�3 I X94 1 Z �_ �- — _ --- IT IS DUE TO THE QUALITY OF -- No 36 THE ORIGIVt.L DOCUMENT. - - —_ _.—_ _ —__ . _-__ _ -- E Z Tolizil LZ 9Z til fiZOZ 68i99ir994�IIII,IIIVIIII�Il � l�►I►► I► 141„II„IIII►II,III„ ►I►I► � I DATE E PAL EMERGENCY SHUT OFF SOLENOID VALVE _ NORMALLY CLOSED POWER TO OPEN. ELECTRICAL CONTRACTOR TO CONNECT TO SMOKE LECTECTION 1 �2 3 � � SYSTEM. 0 4 6� . 7 8 GAS METER do SERVICE BY NORTHWEST NATURAL ' I GAS CO. I I I W 150 CFH O 2 PSI II 3/4- LONGEST RUN 138'--O" I I V I � I I I I — - -- _; ---- - -- f h IIn I I I �•'-� f FOR CONTINUATION LE 293' SEE CIVL'S DRAW G FU. 27 ��� N3-W DRAWINGS USED CAR - - - - — — - -- - - -- -=— —___ I I--- 3/4 FCO B CSI LD I NG _ - I f ! -- -— r - / 3/4 \ y -_'- I I I G 0-13/4' 3/4 CW W-1� G G I 2 V QFfXFE 11 --� -� ; 2*W 2*FD-1 ' - - WORK Roou ►� til i ; - --- ' ' L-3 - 1 I f 4 0 M-' WAITING 30W is ® i hJ3/4"CW � TP-1 3/4-CW \\ (: 3/40HW �f✓E M 2 Iy;w - WN-i - I v fCw �7"FD- 1 - ._ ,•— I t i ' 3/40cvu GF-2 � 2mW �I N VAL. J0A .-,.� � TIMES �, e 34CW i W m 'f0 (�G-2'' i 2"W 3 4HW `_ —, -- - -- - --- - / . I I d ; / N -2 _ I \ SALES BOOTH , I • I ( 2'FD--I IWOMEN 3014 ! 2'VTR - -- wco ' I 1'G W U P WALL _ _ I LE. 296' _r fcw BELOW SLAB c � 101 I I I , I l I I I EXTERIOR WALL LINE ABOVE ON ROOF --- _ ----- r-- b \\ I \ I I BUILDING S.O.V IN I \\\ \ BOX W/COVER I I I \` I �v \ ii11aL i ---0a i I I - - - - - - -- HB-2 J - - - - - - - -- 3/4-CW 3/4-CWI S fCW 3/4'Cw I ► cc 13 41 �, 7 8 9 "' , 10) FOR CONTINUATION r SE CIVI.'S DRAWINGS PRO G FF�, a M \5� i t n' `1' 1A p Lr) PLUMBING FLOOR PLAN P3 SCALE 1/4" = f-00 occcoll CS, 9qY L. G���I• , SHEET NQ LARRY GRIMES P . E . 1 COLUMBIA RIVER SUITE 200 VANCOUVER. WASHINGTON Osseo (206) one-2480. FAX (206) es8-1387 . r .1 -15(,) 5W 68TH f=AN--:'WA`y' T-8 Off. 4 Ar _ •may^•..M,.b..ItlRMLq.F IF THIS DOCUMENT IS LESS ESS III I I III I 1I I I I I I I I vI I I I I I I I 3I i T I41 1 I IfI I I I �, i_l il 9l 111l I ,'.►.,._ .__ 1994 IT IS DUE T) THE QUAT,ITY 9 APRIL 2�LEGIBLE THAN THIS NOTATION, OF Mo.36THFORIGINAL DOCUMENT . ,LIZ, 01g,1111611111111811 Li 9i IIEII—IIIIZII Il8lilZllll IIII IIJ11911�71'1111II IIIIIIIIIII IIII IIZ Ilii 11 1111L' !!IIIIII 11II�1111 1 R 1111!11 IIIIIIII IIIIIIII IIII!�III!►Ill 111111111 11�u�lllJ�llll>�uil�il�il iili�Ilu 11i► ill►IIII►VIII Ilillllll�ldl DINTS DUCT FITTING SYMBOLS HVAC SYMBOLS E Q UP MP4T LIST PquRLE _ nvE .��N�__--- �L.E_:It 511119 E s )- d BUILD NC NICE/PARTS BUR-UNG ---- ---__= SA SOUND ATTN. SHEET METAL (SINGLE LINE) F•- COOK GEMItJI 4- 'i0 F- COOK 45 58 R_D -'-S- . __.-_ _ GF?_1 CARRIER �i 8 DJD 006 fi-_I THRU Q - S�-_1 P�. 2 LESS THAN 15 - � I SA SOUND ATTN. SHEET METAL (DOUBLE L04E) 1980 CFM 0 0.6" ESP WASTE OIL FURNACE - OFC1 69 CFM 0.2" 5P �_'� 4825 CFM ® 1/4" SP -- �- --- _==-t=- 25W MOTOR 1/2 HP MOTOR S PIECE. ELBOW ` 1 HF' ATL. MOTOR & DRIVE �'- �-- GAS IN: 74 CFH OUTPUT: 58.46 MBH I .�L-.•Y GAS FIRED UNIT HEATER WEIGHT: 19 LBS W/SLEEVE & SHUTTER _ SHEET METAL DUCT (SINGLE LINE) 3o' WEIGHT. 615 LBS W/ROOF CURB T`AU HEATING INPUT 300,000 BTU/H, OUTPUT 240,000 PROVIDE WITH 5 MINUTE TIME WEIGHT: 107 LBS JAL- 3800 CFM, 10C:' THROW DELAY RELAY SWITCH Amw i � SHEET METAL DUCT (DOUBLE LINE) TW 1 McQUAY EK 6L rr GP-72 CARRIER 48 DJE 004 I 850 RPM, 1/4 HP, 22"t FAN RADIUS 1270 CFM 0 0.49" ESP REZNOR FE300 QEF COOK GEMINI 4-15 6200 BTUH COOLING ELBOW \ / FLEX DUCT (SINGLE LINE) 1/2 HP ALT. MOTOR & DRIVE ! WEIGHT: 254 '-BS. 135 CFM ® 0.15"SP 11600 BTUH HEATING ^ GAS IN: 74 CFH OUTPUT: 58.46 MBH i wEIGH�T^O 21 LBS WEIGH 50 M OUTSIDE AIR oVER �o ) ROUND DUCT: UP OR DOWN WEIGHT 645 l_BS W/ROOF CURB EE•� EXHAUST FAI I S • 330 CFM ® 0.44 SP RAt�Ius__E�Bow Q r -_ _ 1050 RPM 215 WATTS _..._._,� •- e BUTTERFLY' DAMPER EF�1 EXHAUST FAN � CEF_� COOK GEMINI 5--15 TW--2 McQUAY EK 1R. ---- _ 100 CFM � 0.375 SP, 1550 RPM I JENN-AIR 500 J HORIZONTAL 375 CFM �+ 0.2.5" SP '10,000 BTUH COOLING RADIUS WEIGHT: 40 LBS. -.vURt,4 G ELBOW(RND) f'' `------FLD-1 FUSIBLE LINK DAMPER 11/2 HR RATED 1550 RPM, 100 WATTS 115W MOTOR 14,340 BTUH HEATING A NETSOVER 30 --- - (DOUBLE LINED) JENN-AIR 200J HORIZONTAL EE 5 EXHAUST FAN WEIGHT: 32 LBS 60 CFM OUTSIDE AIR ----{ __ __ WEIGHT: 15 LBS. 2800 CFM ® 3" SP WEIGHT: 320 LBS � —�j E v�►.TIUN 5�EVATior� 11 " FLD-1 FUSIBLE LINK DAMPER - 1t,-2 HR RATED 2079 RPM, 1.9 " P GP-1 CARRER 48DJE 004 �+ (SINGLE LINED) EF-7 AME AS EF-1 CARMON CMB 25F k_4 ]: w 3 -� � �; 1100 CFM ® 0.44" FSP TW-_ McQUAY EK 22G RADK.M- ELBOW --}•---}-rf BD;: BACK. DRAFT DAMPER WEIGHT: 215 LBS. 1/3 HP MOTOR 2,100 BTUH COOLING d PL/�N PLAN_ OBIJ OPPOSED BLADE D.�MPER _4; 970 CFM ® 0.47 ESP 17,470 BTUH HEATING ~ is ---� -- -- E•F-3 E:''HAUST FAN -- Fs�TS (tel T THERMOSTAT: WALL MOUNTED 30 CFM ® 0.375 SP EF.-6 SAME AS EF-� 1/3 HP MOTOR 135 CFM OUTSIDE AIR a B _ s SENSOR 1200 RPM, GAS IN: 74 CFH OUTPUT: 58.46 MBH WEIGHT: 393 LBS (S 60 WATTS WEIGHT: 645 LBS W,/ROOF CURB _ ---fi �---�---'� HSN' MGH SIDE WALL SUPPLY OR RETURN JENN-AIR 100 J HORIZONTAL �F-7 SAME AS -- S 'PLL SUPPLY OR 1s'MAx Lsw LOW SIDE WALL slmPi-Y OR RETURN WEIGHT: 15 LBS. - _ &TIE REZNOR RPB 125 ,r.... ..�- �X _ RA RETURN AIR: Ur oR DowN - EXHAUSTFAN GPS CARRIER 48DJD 005 980 CFM d 0.6" SP , __ E' [ OSA UUTS(DE AIR: UP oR DowN 6800 CFNt �v u.5 SP CP=2; 1235 CFM 0 0.47" SSP 0.28 BHP 1/3 HP MOTOR •'m I 1138 RPM, 1-'/.1"HP 1/2 HP MOTOR GAS W: 125 CFH OUTPUT: 96,25 MBH -'-"- X C— SA SUPPLY AIR: UP OR DOWN I PACE PM-27 GP-3: 1290 1290 CFM ® 0.44" ESP 100 : OUTSIDE AIR THRU OPTIONAL BETLetL i,- 110 AIR VOLUME, CFM I WEIGHT: 154 LBS. 1/2 HP MOTOR AIR INLET HOOD USED CAFE RECI ANGULAR TAP -- -- 10x10 DIFFUFER OR GRILLE SIZE Gam-,`_ 1640 CFM ® 0.4C' ESP WEIGHT: 860 LBS W /HOOD, ROOF CURB 13 'MAX W1 �' 4W BLOW DIRECTIONS 1QF INDUCED DRAFT FAN ALT 3/4 HP MOTOR & BELT DRIVE & DOWNTURN PLENUM BUILDING TRANSITION G. . _ __ , WITH FAN PROVING SWITCH GAS IN: /4 CFH OUTPUT: 58.46 MBH j `B` IF Tp DIFFUSER G GAS P PING �'�-, ._-- CONE CAP OR cRNL EDH-'; ELECTRIC DUCT HEATER NO. 1 �• i TJERNLUND IN-LINE DRAFT INDUCER D-3 WEIGHT: 655 LHS W/ROOF CURB RTF-2 REZNOR NRPB 200 -3 EF-1 EXHAUST FAN NO. 1 -----BIRD SCREEN 1 '20 AP - -NP LF t/ 3515 CFM ® 1" SP ` t .__�__._ _ I r" FALL 1989 GRFtINGEk CATALOG GP-..5 CARRIER 48DJD006 1.96 BHP 3 HP MOTOR `TURNING "`2 B- GP-1 GAS PACK NO. 1 ANEs B TURNING , INSTALL IN HOkiZONTAI_ 1975 CFM ® 0.6" ESP GAS W: 200 CFH OUTPUT: 154 MBH W1 W2 VANES SUPPLY tk F 1 UNDER FLOOR � R€TURN , FLUE OF EACH WASTE OIL 1 HP ALT MOTOR & DRIVE OPTION AIR INLET HOOD, RE-TURN M2 SUPPLY k -- FURNACE. POWER FROM GAS IN: 74 CFH OUTPUT: 58.46 MBH AND OUTSIDE AIR DAMPERS, AND W2 PZTV M�. -- SEALANT FURNACE CIRCUIT, OPERATE WEIGHT 675 LBS W/ROOF CURB DOWNTURN PLENUM - _�--�E— MITER ELBOW BRANCH ___-___._ WEIGHT: 933 LBS W HOOD, ROOF CURB ' M,T T _ __ _ - _- WHEN FURNACE IS OPERATING W/ HOOD, w GP-7 CARRIER 48NLT 024 t1�WN-rv_l'ZzN 'PLENUM 39SZ CFM 1-g 620 CFM ® 0.5" ESP 1024 NECK PNL. SIZE - --'-- BASE FLASHING - MOP 1/3 HP 4W NO. of BLOWS ' -___ __ OVER FLASHING FLANGE I GAS W: 40CFHOUTPUT: 31 MBH 1 GENFLEX DH-1C 1•-Ow OR SM-1D i w I WEIGHT: 534 LB W/ROOF CURB y NOTE: ROUND (PRO VICE 1�6 1 - ROOF ' V SUPPLY IS SHOWN W/ DAMPER ON MIN. DESIGNATION SIMILAR RUNS TO DIFFUSER FOR RETURN OR EXHAUST SUPPLY OR GRILLE) L/_�LI l LZ�fJ--4: 7 J 7� - CEILING DIFFUSER ROUND TAP T - NOTE: SIMILAR FOR EXHAUST OR RETURN r ROUND DUCT--` __ . SIZE AS SHOWN I" SOUND ATTENUATED CAULK ALL I SECURE o WALL UNIT g ROOF CAP DETAIL UNIT LIFTING LUG _ FACTORY - - --- ---- -- - -- -----I -- LOCATED ON THE SIDE AMOUNTING COLLAR M I NO SCALE \ OF MECHANICAL UNIT MECHANICAL EQUIPMENT LOPP CABLE THRU EYEBOLT & Q i- -' Nt�TE, ON VIBRATION PAD LIFTING LUG. ADJUST CABLE , 4Ox4O / WALL EXHAUST ALL HEATERS TO BE REIAOVAl3LE (BY UNIT SUPPLER) FOR APPROX. '.e" SLACK & PROPELLER I L— I � WITHOUT DIST'IRBWG Duc•rwoRK. FASTEN W/CABLE CLAMP AS • EXHAUST FAN n 1 I LOUVER 1 MAINTAIN CODE CLEARANCES w w ' SECURE r I I _ - - EYEBOLT 3/$ DIA x 3 LENGTH I SHOWN HOLDING 2 END CONT. FROM CONTROL BOX. " '� k To WALL r--- - --- -- --- ---- __ W/2 WASHER do 1 FULL NUT LENGTH. AFTER UNIT IS OPERATGJG, NQTE; PROVIDE TWO TF,APS l ANGLE HEATER EXHAUST �- I PER UNIT - ONE EACH SIDE SUPPORTS CHECK SLACK & READJUST As ?:QUI RED i SHUTTER -_� SEALANT / ROOFTOP AC UNIT \ _ SHEET METAL. FLASHING (GALV.) "DUTCHMAN" FASTENERS 5" / i 4 11;'2 4"MIN. -- W//SEALANT ® 2'-0" O.C. /CONTROL _ 4_-- COUNTER-FLASHING - LAP WALL ` PLUG (TYPICAL) l Box / METAL CURB - 1 v JOINTS 12" TYP. & 6" ` NEOPRENE / w \ - j BY MFR. �- WASHER CORNERS (SEALANT JOINTS) GROMMET / �- 16"x16", 4 LB SHEET LEAD RIGID INSULATION - BY --- 2" 1 \ HOT-MOPPED ONTO ROOF P.T. WOOD - _ _--` SINGLE PLY ROOF MEMBRANE EXTEND 1C) OVER LEVEL--- -N5"- * ROOFING k FLASHING ON P.T. WOOD CANT - SUPPORT PIPING ' -' �-� ► SPLASH PLATE 3_1/2 \ & P.T. WDOD NAILER FROM CURB w --COIL OPENING SIZED FOR rf 8 WALL E X H A U S I F P,(v I La 6 MAX ELECTRIC COIL UNIT � _ RIGID INSULATION ON A ---- - -- - - A, NO SCALE � ' � - - ROOF SiMP. ,ST 292 �_ _ _T---- - -�- - _ _-- ROOF PLYWOOD ELECTRIC FLEX CONNECTOR ® 32 O.C. VERIFY OPENING.—/ ROOF DECK _ SEE ST�RUCT. — ,• IV,✓i• TRAP SEAL TO BE � LENGTH TO REMOVE COIL 2x TOTAL STATIC 'T- REQUIRED UNDER PRESSURE � UNIT " �1V OOFKFWRAIAlNGECKSEESETR�RUCT. a THRU BOLT ® 32 O.C.----- WASHER & 2 NUTS .--- i 6 �\ ELECTRIC DUCT HEATER (AT TECHTUM PREDRILL `�� ►-- - -- - - - - -- HOLE BOLT FOR BOLT S MECH�,NICAL EQUIPMENT CURB " �, CONDE��SaTE TRaP M3 � r�lo sCAL_E —__-- _—_--__-- -- �_�' PART e ;v11 NO SCALE: V1 NO SCALE PART 2 �- _ i-—PART 7 1 — PART 3 1" SOUND ATTENUATEDCAULK —--`-_. PMT tC HULK ALL — ENCLOSURE 'AROUND PART 4 f�.zx•; r .- SECURE TO WALL- j MN 15-1/2' \. H f :. / ' ' .. Zo FACTORY w PARI S 1 ;# '�'{�--' CC*C.'R£TE MOUNTING COLLAR i � PART fi L NOTE: IF DUCT 4Ox4.O W)TE 3 F I PART a CONTINUOUS THRL' L'"1 1/2"x1-1/2"x16 OA PROPELLER '.%A[-L EXHAUST -- - WALL, SLEEVE THRU ROUND tOF' ��` _� �-__-y.` � 14 GA. $LEE VE EXHAUST FAN LOUVER GAS VENT - WALL W/' ANGLES SECURE 11 t PART 1 CAST FRAMALU�11d PART 2 CAST ALLUNUM RCED LD PART 3 STEEL PAN PAN ESS I S" LOCK ON BOTH SIDES TO WALL 1 - -- U.L. LISTED - _ _ HOSE SEAL WRH - CHAN HOOK TALPPE PREFCO MODEL 5800 DBL. WALL GAS PMT 4 �A L yA efTIA�NOUS PMT 5 A.IUSTMDa SEAL PART 6 A Y PART 7 � � UNLESS OT1-WRWISE VENT PIPE Ft CAULK ALL P T --- — - RE OV BLEACCGRI THOU EXTEND ABOVE ---PART 11 10 GUAGE CADWJM REMOVABLE GRILLE OR ROOF 3'-0" MIIV AROUND PART 3 PART 6 HOSE GIVE PARS 9 SADDLE PART 1t PLATED SPRM r' ACCESS DOOR METALSESTOS _ —•-- OR EOUI'JALENT COLLAR 1 A B C D E F (i h I K Q�(D �+��J1( FLASHING CONE - D" 6-]/1' 5-vr 16• J,!/4' 4-Vr 3/4' J,I ROOF DAMPER FASTENED SLEEVE FASTENED 1 _ TO C W/ 1/4` NO. 20 W RIVETS • 4-O.C. NO. 14 SHIT. ATL. DOLTS W/ WASF4ERS ON DROP METAL NEOPRENE MAINTAIN CODE /��- - Z UNDER—FLOW EXHAUST SYSTEM SCREWS a 4-O.C., ao1-HI SIDES o 12' O.C. �o:.cco11 SIZE AS GROMMET REO'D CLEARANCES '-COUNTER F'LASIrNG ` _ _ ----- ------------__-_v----_-- --..-_--__. —__ __— OR TRACK WELDS - OR TRACK WELD • 12 O-C. � SHOWN FROM COMBUSTIBLE BY GEN. CONTRACT. \ M 1 I NO SCALE • O'"O.C. < �,Y 1 tt7 / MATERIALS I HOSE It TAI-PIPE ADAPTORS FLEXIBLE. CRUSE+-PROOF �9 I' I�' WALL WEOPREPE RATED FOR GOO DEQ F, 4' SIF W/ LHARSAL NO7�; HORIZONTAL �IS'TALLATION SMAN_AR RF ( GP�� ADAPTOR CNFM OR APPROVED EWNALtNT FOR EQLWTLENT SHOWN C' 3 GAS V E t'J T 2. PR3VOE 10 AOO MNAL 10' LEt+aTM W/ COt#&CTORS 4 _ WALL EXHAU_�T FAI J _ DUCT FLD INSTALLATION } N O S C A L_E FOR GARACX DODR APr'Llf.ATX)K NO SCALE NA 1 3. k"1011FLOOR DUCT TO K SO MLA-E Go PVC SL""U FOR /� M1 10' WC NEGATIVE PRESSURE. M1 NO SCALE LARRY GRIMES A , E 1 COLUMBIA RIYKA sulTt 200 68TH fi'FaFlk:lal Y vANCOUvaR. WASHINGTON NNo 7'q CIF= 741. (tog) sor-s��G. r►Ax (006) sN-&ss7 IF TI-114 DOCUMENT TS T�t IlIIIII III III III III 'III IlIIIII III III 111 1rr I r1? 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M( ��P j I 22 X 22- 1 _ oc- USED CAR BLDG . — HVAC M2 SCALE: 1/8" = f-0' Q , .! T M N � � �L� `ifcfl 1� 7�:o fR iMam M0. Qq[CON 1� LARRY GRIMES P , E . 1 COLUMBIA RIVER SUIT6 200 VANCOUVER. WASHINGTON 56660 206 696-11466, FAX (1106) GOG-1397 SW 681 i, nF "q ...,..;. „w,•+MxfwHw ..�.+ewerw�a,<ynvgyuwro — ..a:,.e fr,.:,:�u .:�er�r_a c.:.a:.�. ,..._^�,,, .....z.�-. 1 I I _„rj1 � I��l�I� -l1 -X11TrIF THIS DOCUMENT IS LESS .rIil1f"1I1fAl1i\iiiIiiill rTr�� _I 1 I I APRIL20 1994 LEGIFLE THAN PHIS NOTATION, 2 3 � 6 108 IT IS DUE TO THE QUALI'T'Y O1' Nn 36 THE ORIGINAL DOCUMENT, O�IE,„{ „�I{Z►„ � LI TIllllI ll9i llll4i lllIll\l6llilllllllEll�l II\lllllllZ! illll�lllil T� -l�llll_l_l-l�lll-(r�l-l1..11_1-111 L-ll►lT till �8 !I IItl�, 1-1111I�Z � I11:113,IIIIIIIIIIITI ZIIIIIIlO1Z1111118i1 lIIIII8II IIIIII1-u--1-1-,-1-u I-4--► 6_- �,18�I1►III�II ZIIIIII�IIT, II�I�►uw l ■ r E-1 NQTES 1 EXISTING CONDUIT FOR CAR DISPLAY LIGHTING. % r+p 2 RELOCATE EXISTING TWIN MOUNTED METAL HALIDE POLE FIXTURE. EXTEND CONDUIT AND CONNECT TO EXISTING CIRCUIT H16. j j !I II II 3 ROUTE 3/4" CONDUIT FROM EXISTING POLE LIGHTS TO NEW OR RELOCATED LIGHTS S . w!• 66TH AVE . ! I I AS SHOWN. EXTEND CIRCUIT WIRING AS SHOWN. /4 MATER-TIGHT J-BOX FOR FUTURE SIGN LIGHTING. COORDINATE LOCATION WITH EKI�TIIv!, E'uV�= F�✓L (. -- j" / / _-•---- OWNER PRIOR TO INSTALLATION AND TRENCHING. CONNECT CIRCUIT VIA TIME l CLOCK.. IT I S WATER-TIGHT 12"W X 12"D X 12"H J-BOX FOR SITE LIGHTING HOME RUNS TO -, •_ d .p{ .9 PANEL. : ::.. I i'04" `I c Iilr \ rt11 6 CONNECT ALL EXTERIOR/SITE LIGHTING THRU PHOTOCELL, TIME CLOCK AND BYPASS .�. I ✓ SWITCH. PROVIDE LIGHTING CONTACTOR, # OF POLES AS REQUIRED. 1 I I 7 WEATHERPROOF FOURPLEX RECEPTACLE FOP STEAM CLEANER. 8 ` ROUTE (1 ) 4" SCHEDULE 40 PVC WITH NYLON PULL STRING FROM EXISTING POWER a POLE ON 66TH AVE. TO TRANSFORMER PAD. ALL ELBOWS TO BE 36" RADIUS r' 1'i f 1 STEEL. CONDUIT TO BE INSTALLED MINIMUM 36" DEEP. ( :I ` ' ` II � ; / 9 PROVIDE 72"W X 72"L X 6" THICK TRANSFORMER PAD. COORDINATE WITH UTILITY I � ' -- I I r% / FOR REQUIREMENTS. PGE. BRIAN MOORE, 643-5454. ;.I f I 1 i 1 I 13 1 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 USED E D ��� INSTALLED MINIMUM 36" DEEP. ROUTE CONDUIT UP POLE, COORDINATE WITH J UTILITY. 1-1 l I BUILDING t !� /{ �� \ 11� lf /� aat/ "11 PROVIDE (3) 4" SCHEDULE 40 PVC CONDUIT WITH NYLON PULL STRING FOR POWER / /1r �i� `- * TO SERVICE BLDG. ALL ELBOWS TC BE 36" RADIUS STEEL. CONDUIT TO BE f r I 5 1INSTALLED MINIMUM 36" DEEP-r' X 5 7 IM '12 METER BASE. COORDINATE WITH BRIAN MOORE OF PGE FOR REQUIREMENTS. 1 , n — C3 24"L X 24"W X 24"D WATERTIGHT J-BOX. IIIA I # I• ; I /, it STUB CONDUITS INTO EXISTING COMPUTER ROOM. COORDINATE WITH OWNER FOR LOCATION. EXISTING 111 '� \ I ! .I } j b ' / ' l5 STUB CONDUIT INTO WORKROOM. COORDINATE WITH OWNER FOR LOCATION. Ia1, i , I �.�.: :�:: ..: - LANDMAFiK FORD L } \ i # -�_,- I�, y 1 , f 1f.� X16 PROVIDE (I, 2 SCHEDULE 40 PVC CONDUIT TO SERVE AS A SPARE. I I1 1 "c PROVIDE (1) 3" SCHEDULE 40 PVC CONDUIT FOR COMPUTERS. % ►� R I ,ti i 9 1 :I { 1 ; �.. 4. ` __- PROVIDE (1) 4" SCHEDULE 40 PVC CONDUIT FOR TELEPHONE COMPANY'S USE. , If11 ( PROVIDE NYLON PULL STRING WITH EACH CONDUIT. 17 STUB CONDUITS INTO LANDSCAPE AREA AND CAP ENDS. I / 17,19 ch I I41! 2 'J, - , E 1 I -- .� � 14 , /// I• / � Z —_ ------ ;: wlXa�-j- I'� �>✓ I 1� ,"T, , I ,I ► � / �y � ��''3(�, 3� / / / /' /^`1 ~• 1 1 \ 1 ?s0 I� - �It7 / I I 1rn I / Illp Ila An _ . I 1 — s _ r t � ^'I I Lv 4 \ I r' J 4 --�RVICE/P T% / C) , f r BUILDING ST ,-N _ 5 _ 1 !I 'T'�; � - it r� F''�.-�}/I l r I 2..7 — _ - I a•F — / / I I M . I 4 J lH `` / �` --- � /'_ •'/ _ ! 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I _ `_ _---- ----------- --- -- - - - — If } I - 1 5,_4„ STORAGE i I of H p' �---- _ I I Ln! D.S. �� I. D.S. - - — Q► Alm 4_ �Hi - , p b ! USED CAR c* I 7BUILDING rt Ito I �, -__ VL1EN f-- -' �' 'I � � 1.f � l - IN � I VI�tDING �, WORK R M r o'. DESK - �— FI E 3 -- _ 77 r5 611.i I i _011 01 "L J j _ p>D,,��I 5A> I 3 _3„ 41-611 41_3 43 A +-0+' I C5 "Lr to - P3 C4A j II ALT (C2 E BO H 'ff _ I 1 ; 3 �I B RAISrn — A J; \ J lit OUTLINE OF RAISED C TILINGI I `� Z'- SIMILAR � I of l �' _— I �I ^g'• I '{ � r _ i � n i -� eGM I 1 • c^ fir_ 1 / 1 % –. ._-__—_._`._–. _ ._ J ..'.•►•.`'. -.. I Imo.._.. 1 I jP ' OFr4 ALES 2 } - - C A � I U11 � � 1.-T”, �oNT+�vL , 15ao I�1.-- r V it r 11 SIMILAR s !01 n 11 2- 12 _ _ -- - �b 2 I I y „ E TAYI,g" 14 e I I / ` I Z 1 A _P"� _ _� 1 B 4 P 1 ,' i a -� a -- ---- --- _ -- - -- ------ ----- -_ -- ,f OUTLINE OF OUTLINE OF j I `--ROOF OVERHANG j . 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LI(aHTINCS GHMT NQ, CONTACTOR. �ooV 20 AMP _ SQUAFZE D Up ASCO punas i-C Q7 Y QL- /aC�C S E8 EXTERIOR L.I HT I KJG CONTROLS NOT TO CAI_E 1215(') SW 6e H PARF:WAY r „,, OF 74 eye.' yNM��!gAa^.+IRN.N,191 MYuT rr.-1D4TnIRN.Y�^r..ey..s/l 'RAe,eWeJY�I'WYMSYWI'b.w1'.q�e..lylk vtl ...- ..-. e. . ... i..- . .r-:= d .._..r,.e�w+�leswN. l.�.w�.+ wMI1RWr+...+wrywn..^+Vnw+eth• 1 'r'M�rM1r►+1•s+MXMx../M.►rM•wANIM.9NIw..auw+rNlMwem. R � I I I I I I l l l i 11111111111 [ 1 1 1 I ' f III I I I I I I I I I III ' III I I I I I IIIF' THIS DOCUMENT IS LIESS '1 II I I II I I II I I II I I ill I I III I l ?TTTI�iTj-1 T II I I III Ill II1 1 �illl 1 1 1 1 1 1 ill III III I I III III III I I I I I� I I I I I III I I I III I III III li� ' APRIL �]A I �A^ >j LEGIBLE 'C}iAN 'I'}}IS NO'CATI-ON, I 1 I ,3 51 ----- --6 I I ' 1� _11 ..w. 'yY IT IS DUE TO THE ' -----_ ------ ----..____ - No 36 - 1 r QUALITY OF, THE ORIGINAL DO(vUMLN'1', -- -- -- - -__-___ — $ A �$Z GZ 9Z Z 1bZ fiZ Z tZ OZ 8t 8l LT �91 91 1 vl fit Zi�Tt T 8 L IIII IIIIIIIIIIIilllll IIII illll Ill 1111111111 ll Illill11 lllllilll 1111?ll1�IIIIIIIIIIIII 1111111111 ►1 II I I I I I I I I l 111111111 I I I I I I l I ►I I II I I I I I l II Ill I i I I I II I Il I I I I ll ll r 1 OR Ir— ,_ ,1 C6). �, 82 0 121-01, cl � � wig i Ci•� . — f flow �USTORAGE I c1 f C7 E,_D.S. e 3 '3 11 I I BUILDING � 1 5 .�crjE_ J I M K � �� WAFTING I Vr�'OIN7 a •` F.B�L OFFICE WC►�K ROOM D;t; ESK II `Q Ac -�� —� i 9A @) a cl i L 1 - T�3�5 IG i-�I 11 4'-•o" W • / I , i ! I 4 WP11L— ] I SALES BOOTH C I- 7pr22 _ 2B � 3 C_1- 41 , � i I' I WOME I 0 ;� Ifill \ �1 �I � , � , I , 4 1 5 � / I � v a _ OUTLINE OF I ED CEILING q SIMILAR I _— - f q � cv I 2q I G1 - 13 l \ r , . Zq 1 ------- -- 1 i UP SALES , I tt =21 �vt� I S A 1 V f � ', — _ - I i OUTLINE UP SIMILAR I j I I � I O I ®�I,& ,, 4 RAISED CEIL N� ob \ NTRY I _ RAMP_(1 ' P 12' 1 A, �— iB P J _4�a a OUTLINE OF OUTLINE OF — ROOF OVERHANG--� �-- -- — — — — -- -- — — — — — — — —._.— —_ — — — ! — — — — _-- — — — J � ._.._ _. — -- ROOF OVERHANG I I � � -5t' I , ' I •M � 1_01iI 2-41-011 81-011 81-011 51-011 82'-0" 1 2 1O GoN� � T TO LICJH7 CIRZ-1,11'1' AND SWITCH Lli�aa'1 --._ `� UW rr NEATER, 2240 v 10, W I T}4 I N-Ts.6-7.wL T�•+E:._Mc%5TA'T. _ � s• GHROMAL UX LUH--Oi- 21 OR- WFpR.0VXQ �C STIT"UTE, a �1� 3 Pv+✓ 2"� ' MI HANICAL EQUIPMENT LIST CooRDluh►T� `�I►TH UWNE-R. C tDESCRIPTION VOLTAGE PHASE LOAD - -�- FLOOR PLAN �IQNAL 1 GP-1 ROOFTOP GAS PACK 240 1 SaMCA north _.-.. 2222 2 GP-2 ROOFTOP GAS PACK 140 I 33MCA 1/4'�1'-0 G90 J,,L �:k 3 EF-1 EXHAUST FAN 120 1 .)KW SHUT NO. ,ISL E 4 EF-2 EXHAUST FAN 110 1 .06KW (3� f�ROViDF, j_PDX FOtZ C�,JRI'i'T' USE, Rom 41, CONDUIT 5 EF-3 EXHAUST FAN 120 1 JKW IV AGc,�ePL,E, t-E.ILINC� SPArGE M -4/41, CONDUIT «LINCr, 6 WH-1 WATER HEATER 240 l 4'.SKW _ 7 UH-1 UNIT HEATER 240 1 1.6KW �' *,RIFY LOCATIDQ WITH O�J4M P'I OE TO 1rD1Ak01N, ISI Dll �l�l'� I%r� 24%�Y 1 PH -�W E9 .r 12150 5w 681H F�AFrKWAY 77 nF 4 / 1t,MIAMa'!�M►M�X..�I/u.•..uwuxn.wwFltlA'bS> '�'. ..aw+.w. ...N,�. .w.n, � «„�.plll�.ep.,,w�.r1y;�,�ir'A,Rt ..r.•...r«�yM,�4...” Ir _ .. ._�..q, .,� .. .. .-. 2222._ `. 2222_ ._ +. w,1Ma�.. ...m ....��-. 2222 . ...�......,.• 2222 wM4a..ne..4ni.MMM dtJM t S=i �. ♦n ..r _._- ., -, � I IF THIS DOCUMENT IS IXSg T7( I I I �1I 1111{ I I III III 'III III III III I 111 f Cri rl I�1 11"j C1�. ( C 111 11l Cj I III III I I III III III III III III III I I III III ' 1111111 I III 1111111 III III 1111111 _ I � I I 1 1 1 12 APRIL 28 1994 r LEGIBLE THAN THIS NOTATION, ._ � � —_ .��.�. :T IS DUE TO THE QUALITY OF No.36 a -.r.. THE ORIGINAL D(`,_:UMENT. - --� T1111,111i'l T-- S Z t?G I LZ 917, Z bZ EZ Z IZ OIZ 6 [ 1i fsi 4i 6I £i iT �I� i I� 8 8 L jlllllllljlllllll it I IIIIII[I 111 ill lllllllll 111 lilll llll�Lu I llllIIIII�IIIII11 �I �Illll III , III{ II I I II DA.TE HAFIXTURE SCHEDULE ...__-..._-__--.-« -_.._ _---__--- --__--..__..r---- ��r�rr •• -------------.._-._..-_-_____--_-_.____--.-_--.-__-«____---_-__----.._-----_-_-______--_ PANIa: Al SERVICE DEPT. `12 0208 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 W "Y" SINGLE CIRCUIT ALUMINUM TRACK WITH PAINTED WHIT1: FINISH. SURFACE ----- DESCRIPTION LOAD BKR P CKT / BKR P LOAD DFSCRIPTION DESCRIPTION LOAD BKR P CKT # BKR P LOAD DESCRIPTION PROTECTION 3 DEEP lb CELL PARABOLIC LOUVER, RAPID S ART F40T12/C MOUNTED. ALL TRACK AND TRACK LIGHT FIXTURES IN STORE TO BE M40E BY SAME � --- LAMPS. LIINONIA PARAMAX 120 VOLT PM3G 240. MANUFACTURER. INCANDESCENT TRACK LIGHT WITH WHITE FINISH. 75 WATT R30 -- - -------- ------ - ---- ------ -----•- ---------------------------------------------------•-------•- UH-Si (FUTURE) 700 20 1 1 A 2 30 2 2288 R-HOIST _ GP-33 - 3266 30 3 1 A 2 20 1 900 R-LUNCHROOM LAM?. HALO CONTINENTAL #L730. ` I R-FRONT END HOIST 1320 20 1 3 B 4 3 B 4 20 1 500 R-REFRIG "B" 2' X 2' 2 U-LAMP RECESSED PARABOLIC FLUORESCENT FIXTURE, THERMAL A. SPARE 20 1 5 C 6 20 1 PAA 5 C 6 20 1 400 R-LUNCH COUNTER PROTECTION, 3" DEEP 16 CELL PARABOLIC LOUVER, RAPID START F406X/SPX35 R-WRITE--UP 1080 20 1 7 A 8 20 1 720 R-SERVICE �-a-- 2184 2.5 3 7 A 8 20 1 400 R-LUNCH COUNTER LAMPS. LITHf-NIA PARAMAX 120 VOCII 2eM3 ?UCF40 ` -FI 9 B 10 20 1 700 UH-10 _ R FONT ENO HOIST 1320 20 1 9 B 10 20 1 900 R-SERVICE 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, THERMAL � , ,4� 13 A 14 20 1 720 R-SERVICE GP-5 3266 30 3 13 A 14 20 1 500 R-VENDING PROTECTION, 3" DEEP 32 CELL PARABOLIC LOUVER, RAPID START F40T12/CW R-HOIsT 2288 30 2 15 S 16 20 1 720 R-SERVICE __.�_ __ 15 B 16 20 1 500 R-DELI LAMPS. LITHONIA PARAMAX 120 VOLT 2PMl 440. 17 C 18 20 1 720 R- SERVICE 17 C 18 20 1 500 R-DELI R1'I1 ��ATAAL`� 800 20 1 19 A 20 10 2 2288 R-HOIST Vii_ 3994 40 3 19 A 20 20 1 900 R-WAITING, OFFICE "D" STANDARD INDUSIRIAL 1 LAMP FLUORESCENT FIXTURE, LENGTH AS SPECIFIEDh��� R-SERVICE 360 20 1 21 B 22 _ 2.1 B 22 20 1 1080 R-DELI, FOREMAN SURFACE MOUNTED, THERMAL PROTECTION, F96T12/CW LAMP. LITHON!A 120 VOLT R-SERVICE 720 ?.0 1 23 C 24 20 1 SPARE— � ~_ 23 C 24 20 1 1500 R-PLUGMOLD/TOOL RM. L 148/196. J � . , R-SERVICE 720 20 1 25 A 26 20 1 720 R-SERVICE — _ 3810 20 3 25 A 26 20 1 1500 R-PLUGMOLD/TOOL RM. tfACE uGH r�RE R-HOIST 2288 30 2 27 B 28 20 1 900 R-SERVICE 27 B 28 20 1 1500 R-PLUGMOLG/TOOL RM. 'E" SURFACE MOUNTEL PARABOLIC FLUORESCENT FIXTURE, THERMAL PROTECTION, 3" 29 C 30 20 1 110 R--SERVICE — 29 C 30 20 1 1500 R-PLUGMOLD/TOOL RM. DEEP 16 CELL PARABOLIC SEMI-SPECULAR SILVER LOUVER, F40TI2/CW LAMPS. ® RECESSED LIGHT ElxruRE MIT— 20 1 31 A 32 20 1 720 R-SERVICE - 1706 25 2 ?1 A 32 20 1 1500 R-PLUGMOLD/TOOL RM. LITHON!A PARAMAX 120 VOLT PM3X 240-16. WALL MOUNTED LIGHT FIXTURE ---. R-SERVICE 720 20 1 33 B 34 20 1 720 R-WRITE-UP _ 3U 33 B 34 20 1 1500 R-PLUGMOLD/POOL RM. ® EXIT LIGHT R-SERVICE 720 20 1 35 C 36 20 1 720 R-WRITE-UP R-ROOF-����— 600 20 1 35 C 36 20 1 1050 L-EXTERIOR "F" 2' X 4' 2 LAMP SURFACE !' NTED FLUORESCENT FIXTURE, THE PROTECTION, R-HOIST 2288 30 2 37 A 38 20 3 2070 R-ROLL-UP DOOR — 20 1 37 A 38 20 1 1050 L-EXTERIOR #12 ACRYLIC PRISMATIC LENS, RAPID START F40Tl2/CW LAMPS. LITHONIA 120 tai WAu uouNTED EXIT LIGHT 20 1 39 B 40 20 1 400 R-RECEPTION VOLT 2M 240. v _ 3g B 40 _ _ _ _ �_�_____ -C� POLE. MOUNTED LIGHT FIXTURE 20 1 43 C 42 - 20 1 41 C 47. 20 1ld L -SERVICE 4095 30 2 43 A 44 20 1 1300 - �� -"""-----------------------------------`------------------_--- ---"'--------- "G" SAME AS "F" EXCEPT 4 LAMPS. LITHONIA 2M 440 SERIES. SURFACE FLUORESCENT LIGHT FIXTURE M 45 B 46 20 1 37606 WATTS 104 AMPS FLUORESCENT STRIP LIGHT FIXTURE a L-SERVICE- 4095 30 2 47 C 48 20 1 1500 - j _u_p_` -------------------______-________.______.-_____._-___-_________-____.--.______-______ "H" 12" SQUARE LENSED 175W METAL HALIDE RECESSED FIXTURE. LITHONIA #I.AH 49 A 50 20 1 1500 R-HEATER WRITE-UP ___ 175M 12FWT73-12C . wAu MOUNTED FLUORESCENT ucHr fTxruRE L=SE•RVIZ`E —~ ---- 2275 30 2 51 B 52 20 1 1500 R-HEATER WRITE-LIP ---------------- ----�-•------------------------------------------�------------ PANEL : B3 PARTS DEPT. 120 208 3 PH 4 W 225 A BUS �---� RECESSED FLUORESCENT LIGHT FIXTURE 53 C 54 L0 1 1500 R-HEATER WRITE-UP "J" WRAPAROUND FLUORESCENT FIXTURE, SURFACE MOUNTED ON CEILING. 120 VOLT . 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 POLE SWITCH SPACE 57 B 58 20 1 1500 R-HEATER WRITE-UPPRISMATIC DIFFUSER. ADVANCE HPF BALLAST. RATED FOR LOW DENSITY `- L-PARTS STORAGE 1446 20 1 1 A 2 20 1 SPARE �, 3 - WAY SW TCH 51: C 60 20 1 1500 R-HEATER WRITE-UP L-PARTS STORAGE 1664 20 1 3 B 4 20 1 SPARE CEILING. TWO T8 RAPID START LAMPS. LITHONIA SC240A-120-OCT.SPACE 61 A 62 20 1 SPARE L-PARTS STORAGE 1522 20 1 5 C 6 20 1 1128 L-UPPER PARTS STOR. ouPLEx REfEPTActE SPACE 63 6 64 20 1 SPARE "K" 40OW SURFACE MOUNTED HIGH-BAY INDUSTRIAL METAL HALIDE FIXTURE, DIE--CAST DUPLEX RECEPTACLE ApOVE COUNTER I �S�C)7- SPACE ARSPACE 65 C 66 20 1 SPARS L-PARTS STORAGE 1438 20 1 7 A 8 20 1 1288 L-UPPtR PARTS STOR. ALUMINUM HOUSING SPUN ALUMINUM ANODIZED REFLECTOR. 400 WATT 3000SPACE 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. 0 Slei LC G L-RECEPTION 1548 20 .l 11 C 12 ?.0 1 1430 L-UPPER PARTS STOR. FOUR PLEx RECEPTACLE SPACE 69 B 10 20 1 SPARE C FLUSH FLOOR pox SPACE 71 C 12 20 1 SPARE "L"L-WAITING 1204 20 1 13 A 14 20 1 1480 L-UPPER PARTS STOR. 2' X 4' 2 LAMP RECESSED FLUORESCENT FIXTURE, THERMAL PROTECTION, #12 SPACE 73 A 74 20 1 SPARE L-DELI, OFF, FOREMAN 688 20 1 15 B 16 20 1 1204 L-UPPER PARTS STOR. ACRYLIC PRISMATIC LENS, RAPID START F40T12/CW LAMPS. LITH(?NIA 120 VOLT 0 SPECIAL ouytET 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 CONNECTION ..� SPACE 77 C 78 SPACE L-BOOKER, CASH, RENT 1032 20 1 19 A 20 20 1 1254 L-UPPER PARTS STOR. L-RETAIL, PARTS 1376 LO 1 21 B 22 20 1 1080 R-UPPER PARTS STOR. SPACE 79 A 80 SPACE L-RESTROOMSRETAIL 1560 20 1 23 C 24 20 1 1080 R-UPPER PARTS STOR. "M" 2' X 4' 3 LAMP RECESSED FLUORESCENT FIXTURE, THERMAL PROTECTION, #12 0jJUNCTIONsox wITH caVER PLATE, SPACE 81 B 82 SPACE ACRYLIC PRISMATIC LENS, RAPID START F40Tl2/CW LAMPS. LITHONIA 120 VOLT � MULTI OUTLET ASSEMBLY SPACE 83 C 84 SPACE L-OFFICES, RESTROOMS 1548 20 1 25 A 26 SPACE 2SP 340. L-�' "OLS, STOR, INV. 1448 20 1 27 B 28 SPACE ---------------------- - ---------------•---------------------------------•-----•--- � SURFACE ELECTRICAL PANELBOARD , 53595 WATTS 148 AMPS L-SLRVICE 945 20 1 29 C 30 SPACE "N" TWO LAMP 18W QUAD TUBE COMPACT FIJORESCENT DOWNLIGHT, DAMP LABEL, •- _______________________________ ______________----___ R-RECEPTION 12iO 20 1 31 A 32 SPACE SPECULAR CLEAR ALZAK REFLECTOR. PRESCOLITE. CFR818-482. RECESSED ELECTRICAL PANELSOARD R-RECEPTION 1080 20 1 33 B 34 20 1 1204 L-LUNCH, LOCKER O TRANSFORMER T1�-1 3400 25 2 35 C 36 20 3 2070 R-ROLL-UP DOOR "0" 4' WALL MOUNTED FLUORESCENT FIXTURE LUMINOUS FRONT PANEL, PRISMATIC TOP ° ------- _ 37 A 3E AND BOTTOM LENS, GROUNDED CONVENIENCE OUTLET, SATIN CHROME ENDPLATES. ` E'ER BASF - RECESSED - { PANEL: A2 SERVICE DEPT. 120 208 3 PH 4 W 400 ABUS - 4200 30 2 39 B 40 LIGHTOLIER PRISMI+LUX SERIES. c:`iCONNECT SW'TCH DESCRIPTION LOAD BKR P CKT # BKR P LOAD DESCRIPTION 41 C 42 20 1 900 - : �-' �'v-F,sED y �vSED DISCONNECT SWITCH ----------------------------------------------------------•---------------------_ U b GP-1 2184 25 3 1 A 2 20 1 870 RTF-1 47158 WATTS 130 AMPS MAGNETIC START-R ' 3 B 4 20 1 ILIO UH-7 ----------•---------------------------•------ -------------------------------------r "P" GENERAL PURPOSE INDUSTRIAL 2 LAMP FLUORESCENT FIXTURE, SURFACE MOUNTED, 5 C 6 20 1 1204 L-WRITE-UP _ LENGTH AS SPECIFIED, THERMAL PROTECTION, F96T17/CW LAMPS. LITHONIA 120 MOTOR CONNECTION ` 360 20 1 7 A 8 20 1 1680 L-CANOPY ------------------------------------------------------------------ .�� TELEPHONE OUTLET S� UH-8/ 700 20 1 9 B 10 20 1 1470 L-CANOPY PANEL: F34 PARTS DEPT. 12U 2118 3 PH 4 W 225 A BLS VOLT E�1248/296. DE P T DESCRIPTION LOAD BKR P CK # BKR LOAD DESCRIPTION 'F 20 1 11 C 12 30 2 4095 L-SERVICE w "Q" 1' X 4' SURFACE MOUNTED 2 LAMP FLUORESCENT FIXTURE THERMAL PROTECTION 'ELEPHUNE ouTL� yaw_ couNTER - - ILIO 20 1 13 A 14 ------_-----_-----------------^-'----•-------------•------------•-----•-----_-__ � 20 1 15 B 16 30 2 4095 I-�IRVT L-PKG LOT 910 20 2 1 A 2 30 3 6030 CONVEYOR #12 ACRYLIC PRISMATIC LENS, F40Tl2/CW LAMPS. LITHONIA 120 VOLT M 240 INTERCOM OUTLET 700 20 i 17 C 18 L-PKG LOT 3 B 4 SERIES. L-PKG LOT 910 2.0 2 S C 6 DATA OUTLET . ' EF-6 3810 20 3 14 A 20 30 2 40r.15 L��- T 7 A 8 50 2 3000 Mff-TT - "R" 175W METAL HALIDE CAST ALUMINUM WALL MOUNTED AREA L;DHT, CLEAR FLAT ® COMPUTER OUTLET L-PKG LO 21 B 22 TEMPERED GLASS LENS SPECULAR ANODIZED ALUMINUM REFLECTORS CONSTANT , 23 C 24 30 2 4095 - L-PKG LOT 910 20 2 1 B 10 WATTAGE AUTOTRANSFORMER BALLAST. 120 VOLT. SPAULDING #CEI-175-M-WB. 0 oRAwING NOTE DESIGNATION � 3810 20 3 25 A 26 L-PKG LOT 11 C 12 20 1 LOG^ 1--TRACK/RETAIL -�.,,� FLEXIBLE CONDUIT 27 B 28 30 2 4095 I-SERVICE L-PKG LOT 1820 20 2 13 A 14 20 1 1000 L-TRACK/RETAIL "S" 40OW METAL HALIDE CAST ALUMINUM POLE MOUNTED FORWARD THROW AREA LIGHT - - -- 29 C 30 L-PKG LOT 15 B 16 20 1 1032 L-STORAGE/TELE/COMP CONDUIT CONCEALED 'N WALLS OR CEILING 3266 30 3 31 A 32 20 1 200 1{-�7�C� L-PKG LOT 1365 20 2 17 C 18 20 1 1025 L-CORR/REST/OFF CLEAR FLAT TEMPERED GLASS LENS, SPECULAR ANODIZED ALUMINUM REFLECTORS, ___ CONSTANT WATTAGE AUTOTRANSFORMER BALLAr,T. 208 VOLT. SPAULDING CCNOUIT CONCEALED IN SLAB, UNDERGROUND OR UNCERFLOOR 33 B 34 30 2 2288 R-HOIST L-PKG LOT 19 A 20 20 1 1032 L-TRAINING #CEII-400-M-FT. 35 C 36 L-PKG LOT 1365 20 2 21 B 22 20 1. 1204 L-GENERAL OFFICE o STUB UP STEAM-CLEANED 500 20 1 37 A 38 30 2 2288 AWST � L•-PKG LOT 23 C 24 20 1 1336 L-OFFICES/CORK/STOP •.® . x R-SIGNAGE 600 20 1 39 B 40 L-PKG LOT 1820 20 2 25 A 26 20 1 1080 R-U?PER FLR TRAINING NOTE: ALL POLES TO BE 25' WHATLEY FIBERGLASS. COLOR TO MATCH EX1S?IND. co CONDUIT ONLY R-SIGNAGE 600 20 1 41 C 42 30 2. 2288 R--HOISTL-PKG LOT 27 B 28 20 1 1260 R-OFF/RESTGn GROUND FAULT INTERRUPTER __•_ UH-5 (FUTURE) 1910 30 2 43 A 44 !.-PKG LOT 2000 20 2 29 C 30 20 2 1300 PEF-3 "SI" SAME- AS ABOVE EXCEPT TWIN MOUNT, SERIES 5 DISTRIBUTION. 208 VOLT. 45 B 46 34 2 2288 R=Ab:Sl-PKG LOT 31 A 32 SPAULDING #CEII-400-M-S5. T'�' "�''�- ••-- Ui�=�- - - 1910 30 2 47 C 48 L-ROOFTOP 1900 20 2 33 B 34 20 L wv WEATHER PROOF 49 A 50 30 2 2288 9-- _• 35 C 36 20 1 __ T" 1000W META!_ HALIDE CAST ALUMINUM POLE MOUNTED FORWARD THROW AREA LIGHT, • . -- — 1470 20 1 37 A 38 20 1 CLEAR FLAT TEMPERED GLASS LENS SPECULAR ANODIZED ALUMINUM REFLECTORS n [1A--2 1910 30 2 51 B 52 R-CEILING FANS 900 20 1 39 B 40 20 1 -- -' CONSTANT WATTAGE AUTOTRANSFORMER BALLAST. 208 VOLT. SPAULDING 53 C 54 30 2 2288 R- r0'k ... F ✓%I:- "''1_t_L 1910 30 2 55 A 56 R-CEILING FANS 900 20 1 41 C 42 20 1 #CEII-1030-M-FT. �I _ 57 B 58 30 2 2288 -------------------------------------------- -------------------------------- - 365 9 WATTS 101 AMPS NOTE: ALL POLES TO BE 25' WHAILEY FIBERGLASS. COLOR TO MATCH EXISTING. 7_ F-,o CG 'IP1''"E.� oLITI�? F[fI- 1910 30 2 59 C 60� _ . 61 A 62. 30 2 2288 R- ---------------------------------------------------I--------------------------- "U" 40OW METAL HALIDE POLE MOUNTED FIXTURE, ONE-PIECE ALUMINUM HOUSING, Q�3'7[ ln-T 1910 30 2 63 B 64 ---------------- -------------------------- ------------------------- --------------- SILICONE SEALED CLEAR FLAT TEMPERED LENS, 208 VOLT. SPAULDING CHICAGO 65 C 66 30 2 2288 R-HOIST PANEL: Cl USCD CAR SALE 120 240 1 PH 3 W 400 A MAIN #CO-400-M. T'7�FtS�iA�tnF�—J 9000 40 ?_ 67 A 68 DESCRIPTION LOAD BKR P CKT # BKR P LOAD DESCRIPTION 69 B 70 30 2 2288 ____________________--------------------- -------------------------___ --- ----- NOTE: POLES TO BE 20' WHATLEY � ?atRGLASS. COLOR n MATCH EXISTING "1'► ''�,'�"�: AI' —� �T[=UF' 16iSbR y 2070 20 3 71 C ;2 R-OFFICE 1260 20 1 1 A 2 20 1 1392 1.-F 4 1 SALES PARKING LOT POLES. ROUND TAPERED, SERIES A32. __ FEEDER SCHEpILLE 73 A 74 30 2 2288 - R-WORK RM 1080 20 1 3 B 4 20 1 1114 L•-SALES 75 B 76 _-_ _. R-DESK 1080 20 1 5 C 6 20 1 137E L•-SALES "V" 175W METAL HALIDE SURFACE MOUNTED FIXTURE, PROJECTING LENS, 120 VOLT. 2000 2-1/2" 4 #3/0, 1 46 GRD L- IR CORPRrMIF—_11100 60 3 77 C 78 20 2 1300 DEFT- R-VENDING 500 20 1 7 A 8 20 1 1034 L-WAIT;NG, SALES, DESK MOLD CAS( PARACYL #PCL-1•-0217-12-BZ. MIS ;'� G�'.,: A1C f 79 A 80 R-PIAN, REST RMS, S- OR 1080 20 1 9 E 10 20 1 688 L--WORK. RM. , OFrTCE �� _� 2250 2-I/2" 4 #4/0, 1 #4 GRD _ 81 B 82 20 2 1300 - -EXT °� " P __ _ R•-F 5 I 1080 20 1 11 C 12 20 1 840 l _XT W 9W COMPACT FLOUR��CENT SURFACE MOUNTED FIXTURE, SUITABLE FOR DAM R-AIR D 530 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 Al I I 400D 3-1/3' 4 #500CM 1 #3 GRD ------------- ------ --------------------- ----- 15 B 16 40 2 ?_110 UNIT HEATER ! i / 105757 WATTS 293 AMPS _ 20 1 17 C 18 "X" UNIVERSAL MOUNT FLUORESCENT tXIT LIGHT, GREEN ON WHITE, BATTERY PACK, J I I ' NOTE: COPPER CONDUCTOR SIZES SHOWN. ------------ 6210 40 2 19 A 20 20 1 500 - 120 VOLT. LITNONIA SIGNATUIE #FES-B-1- , r .., W REFER TO SPECIFICATION FOR - 21 B 22 20 1 500 R-MICROWAVE_ _ AL CONDUCTOR OPTION �� _ 20 1 23 C 24 20 1 I .. --- PANEL: !31 PARTS DEPT. 120 208 3 PH 4 W 225 A BUS - 600 20 1 25 A 26 20 1 DESCRIPTION LOAD BKR P CKT # BKR P LOAD DESCRIPTION EF-1,2,3 500 20 1 27 B 28 20 1 ----------------------------------------------------------------------------------- R-SALES 1260 20 1 29 C 30 20 1 \, M�T�-tZiP� Pt✓ !: A�IU 1412 CT -4 CIO 2DOD 2Ux D loop R-HOIST 2288 30 2 1 A 2 20 1 720 R-OFF R-SALES 1080 20 1 31 A 32 20 l _ �IJSERC �EC�UI�f✓"1c-'1'�. _ 3 B 4 20 1 720 R-LIBRARY 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 R-SERVICE 720 20 1 7 A 8 20 1 500 R-DELI, VEND - _2600 20 2 37 A 38 20 1 IjT'iL1•N c'�G' C'i�_i��•T R-SERVICE 720 20 1 9 B 10 20 1 500 R-DELI, VEND 39 B 40 20 1 R-SERVICE 720 20 1 11 C 12 20 1 500 R-DELI, VEND • , 1080 20 1 41 C 42 20 1 c�,AC� � R-SERVICE 360 20 1 13 A 14 20 1 870 EF-1 • ..� -----------------------•-----------------•-----•------------------------------- �•_•_ I { ( 12W4�3� � 7•:,r,}1 / 4�.'.:, rb211',»• r 1tC�A � ?ijGA r 2i.�,�. .�..._- o+ R-WAITING, OFFICE 1080 20 l 15 8 16 20 3 3810 RTF-2 45096 WATTS 188 AMPS n ? ` 3 F' ' ?,n \ 3 R-CASH 1080 20 1 17 C 18 R-RENT, BOOKER 1080 20 1 19 A 20 R-JAN. , MEN'S, WOMEN'S 1080 20 1 21 8 22 20 3 2070 EF-8 R-RETAIL PARTS 1080 20 1 23 C 24 - _ _.. _.._ a R-OFF. 1080 20 1 25 A 26 R-OFF. 1260 20 1 27 8 28 20 1 300 R--r - -� (3� .�'' �/G � r'IAfN ���'•VIC-G ,�, �"� R-OFF. , WILL CALL 900 20 1 29 C 30 20 2 1500 BASEBOARD HEAT R-OFF. 1080 20 1 31 A 32 1/Lz1r Y WIP, R-PARTS 1080 20 1 33 B 34 SPACE — _ PC�L_E�. UTI LITY r'orL rtj�_-T- ( lJkk L -r = 12 -vl I t, IC R-RESTROOMS, OFF. 1080 20 1 35 C 36 SPACER�C,�U1REMt.��'T' '" R-OFFICE 1080 20 1 37 A 38 SPACE PEk. F't's+E (e5, i''1�.�!�Fcl�.�; E. - ^_$-qU iHIRMT N0. TW-3 5120 30 2 39 B 40 SPACE 41 C 42 SPACE ------------------ ----------------- -------------- _----------- 35278 WATTS97 AMPS �� Y i�CrU11 ��{ V{V�" ��� �✓ � �� � ------------------.-----.-------------------------------------- ------ E10 I SW 68-IH F'F1F'h I,JF l Yn OF' 74 .... ..•�w*'w.iwlww„ ,. ..,,__n. .......w.w.;wesa-.:.na.a•.+.rtwurxgwvunr�......._ . .�++�el+IYi+r�ll�+11w�• IF THIS DOCUMENT 3S LASS Tlf III VIII III III 111 III ,III III III III f I Tfll fl_f f�I (II III IIIIIII'T�T II III III I I III SII SII III III III III I I IIII111 ' IIII111 III 111 1111111 III III VIII ,� iy LEGIBLE " I I I I I I I I I I I I I 10 11 { I 1� APRIL 19y4 THAN TN I S NOTATION, �7P _T �,_____ 6 __���� � �,�„�,,,, _ T IS DUE TO THE QUALITY OF ` No JA I - THE ORIGINAL DOCUMENT. — T- --- --- -- — _ E Z 8Z LZ 9Z Z T'1111111,11111111 ,11111,17 76t9 9 I >b £ ZZ iu llu VIII ILII Il�ll��ll ILII IlIII�II�III Illllllulllllllll�l► IIII�IIIIIIIIIIIIIIIIIII�II�lI111111ll �l�l III�IIII�IIII III II III111111 I IIIIIII�IIII�illll