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I I I �? hp111p` t III lilt All III Ill III III 111 III III I nt l III Ili I fA `III III IIIIIII ill III 11 lAPRIL L6 1993LEGIBLTHAN THIS NOTATION, I — T�IZ7 gl 161 I ITIS DUE TO THE QUALITY OF1 .w Am - • O THE ORIGINAL DOCUMENT. 2 4 X Ilii�Illll�II�WIIIIII�IIII IIII�IIU IIIUIIII IIIIIII lllliu8 IIWIu III�III �UIIII llll�llll IIII�IIII IIII�IIII IIII�IIII IIII� illl�llll Ilu�llll Illl�u T I t lull) ilu�lllluluull iul�llll illl�llu ull�uu ullillu uu�llu Ilu�ull mlllll illTu l ..�..: - T R U '(1I,, - uiv PANEL . liOI !� 3 b x 1312 brei• 0.' i AIRDCR :zu r A 5� FIELD IN G LD• TO ST B A Ll — --- - - . _._._.._ S7A SA LI SER T1 I TRU55 � I_Du � ex Gvl.-T . � N • G I Q O E FC--- I n N r V4 4 , tti i0 ... G I - 4 W.x I ! T53Y3xX4- _Q H I I TYP ! TYP 3-TS 3x '4- I-TS3if "41 `-- %L�ft GUSSET o I I ! T`f P T YP 1��8� - f T 5 3 X 3 'i�. -tr I _p rY� - C,I V UE R SEAT AT L IrAE rN 46-Co SEG1l4h! 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CC 1 r a o _� =v Go+JG_WALL. 14ho a 41 • I � I Ih�� SIM P�oI'.1 M`i�T "b ? • N j Cal it PAZO e4 u 1 ZIZ h—AN ,114 EXP W--r v° - X12 H/ "u 12612'rF 1 -1�5 e 1z" OG. t �°►+� JILT-UP PANEL � +x L cum Ftp% 5EE' pLAW. t TIL?-UP f AWJCL BLN.1d.,ma AJ K1BL;1lD- EXP, WL-3 I fi,;F'i ;:0071N4 SEE 10/!511 C 32" 0-(- uj 11 - LL 1 8 "`1'� D 1�1I p�•RC�� ! �D VIA-U- r7 .7�: u 7s}. .L,O 5 TYp - r;�bTOwALL @ 4:O tq!5 -, Cly � ui 1 i • a W Z.uj Lu 0 C, oc � I 1A• VIAs �• .,� �� 'I.JN 61�� ♦ s Q Z� IS T*.", 4 i i 92004 i �� _..._�_ ,�/ '� • I Du �' .,r- •��: FOR BUILDING DEPARTMENT vIRMITTAt_ ONLY 91-78 `� Ali Iil �1Ili Iili I ili Iili Iilr `li li t1i ►I' I1T � k " -1 _ i I I I I I I I I I � I i I I i IiIi1 "1 i I i i I i,z THS3 DotI&Nr Is LESS I i Ii II i i I i Ii I i I i I f 1i�ii APRILLEUIBCE THAN Tk1".S NOTATION, 6 1993� IT I5 DUE TO THE QUALITY OF' No,36 THE ORIGINAL DOCUMENT. -- - III E1111�!e!I�IZIII1�1 ezIIII�II GIIIII�IIII IIII�IIII II-�I�il��lz-1l-l�ll.l�, -I L-•lll llll II-I-IIII IIIlllll Illlilll{ I IIII-III�II-IIIl-IIIII --� li'll�'l�l'l'il—!IIIIII�III-II-III111 �1.1.L11 Il�llll.J�ll-ll-ll,IIII IIU�I�II IIII�IIIIILIIII�II hl��I�� 9I-111I! � I �IIIIIIIillIIIIIIIII,EiZZ z I_►�IIIi._IIIII-JiI f` z ISD �M W/ HJT A-Xj?. TCEAT ED LICD61EK----1�11� W/1/49 O�X ID°ABC 24a' DG Ij 6A al T 2X4- ELDCKING+ 77� 1'H iNd kXF ',.,HEA, Lu F + )k 31b (I N T W 13 x w PLATE ON W�T 4.�3 L:ON'F V11 BOG E X IST KDO F NAIL if T%f F 5 14 E AT R I VA 6111 CUTtTl" N 17-W k 00V N - -51MYSOhi M'iT 4B ` F_E E A, Tj H-TIfF 14 EAT 14 1 W4 ce 1(p T clim: NIT HANdEZ < kn 17. Lu 0j/ \ \ TA 4�W r f5LOCKINC-i F b F, L -_Not Lj I- 12!0"6 LIT Is 4 6"Oe, i;) N, X-'/�+ 4-'A6�64,8C<,-1 W/U 2 Co 14 A W6i" 5 �4AO�49 WA WIOX41111 IA14E 31 v,/ A j +xg T-K E ATE D - pot, vt A �J/ WELDED STUDS 3, 01$0 LEV6iER W/ W EXP ANCHOR-j*?,o,/, -----TILT-UP PANEL p1_-1wp 2).c 3 x —AI;T .4 w/3'i ' vv/ E)cl'5T 46 TJ1i < L % "r I LT-UP PANEL X� , .,vi, txo 001 WHO Dt*A W/ ,,-, -li, -f E:IE AVZCIH W/ C6 �,-�40EXP ANCHOK 0 > '.-FOCAE-9 E W1 a E 0 6,' TW- IM 5ACKT-0 1jo C) IN-,T AL L T5 to AyZ < _ _ \- 1 T�� l:T `_�O l_I D 5/g � _ _ \ . n i r, � r � �� 7 '5CLID e5 US -F-,A F it Z4-"OC - W 'Z - -T 5EE" 1�,5 I's' IL F ANC14(15 rg, EXIST C M U W A,,_LTILT- L)F PANEL c-M FSE L) Co TILT-UP FANEL-411" a CMU WALL Y4 --IEALANTISEAD CAULKIW-4 BEAD Lo 54.1 /3 X+ a T 0 L 10 NEW 6MU WAL i & )kg! WSEAL ANT— WELLED T-u D So 4,•-c?0c, if PLAN — CUT 7D P1_r-U5IF-. 0 < • OPEN END E5LCCV-% 2! EXi-3T LED(iEL ---(-4 LE -_--� - .. L. 3X3 )(3/ X 5 X11 oil A TS 5 Wei-Lo"pc W/05 BAK k=ALAN S E E 7/5,s" BEAD EA I DE TPRO E LT FOK FOOT IN41 7 4 VEINF- t�EE 5/5 7 L4 KOLIT AS REdD EETV�A:EN IC-41.-E tl 4 MU t-,F_E 61's Is w T 5 x 3 ELEVATION - F— LEVATICN— ryl;-1 11 rjT k A F NOT = 40 W N a: r8 14111 r6 c; cc ir MINIMUM REINFORCING FOR CMU WALLSi 1 -/6 AVERTICAL 2 . C. VERTICAL EACH JAMB FOR OPENING 10 V-10" ow MAX. WIDTH, -2-05 CAC14 CELL (TOTAL 4-115) EACH JAMB FOP OPENING 41-- T-3 .X?"A,/4_ 8' WIDE, 2-#4 AT 48110.C. HORIZONTAL TYPICAL EXCEPT WHFRE NOTED ON , DETAILS, USE AS SHOWN TYPICAL BOND BEAM ABOVE OPENINGS, 245 CONTINUOUS AT 4A11O. C, 44 ,\GMASONRY: ( SI1PFRVISFD) NqY 11FITTS SHALL CONFORM TO UBC STANDARD 7.4-4 4. A SON - op-m Tp -- 4)( t5L0CKAN6v rz� IE7WEEW HOLLOW CONCRETE MA�-n MAIrCH ZEAE1K(;1 EA T`-! IIA AMD ASTM STANDARD 90. LATEST EDITION, TRADE N, DESIGN F'M-20170 PST . MORTAR SHALL BE TYPE 'IS" OR TO AC141FVE THE COMPOSITE cr_ DEPTH DIFFelosmcg SEALANT STRENGTH OF 7000 PSI IN 28 DAYS. GROUT SHALL ME 601 SANW 40% OFA U T* 6 SACK MIN. MANUFACTUPER RECOMMENDS DOSAGE OF SILICA GRAVEL, CC cy 11 AR UT Air) siiALL BE ADDED. DELIVER TO JOB SITE WITH 3"-A" SLUMP LLJ ocl- ITF, WITH NO AnOTTIVE, COMPOSITE STRENnTH OF PnQO PSI SHALL Of ACI;IEVED IN 29 DAYSII -_ 'LAN z '4L-b NOT -A40W1,4 CMU INSPECTIONi (CONTINOUS INSPECTION) LAJ PLACEMENT OF DOWELS, BOND BEAMS VERtICAL - AND HORIZONTAL REINFORCING, MIN. LAP, GROUTING OF BOTH VERTICAL AND HORIZONTAL TJ I REINFORCING, PLACEMENT OF ANCHOR BOLTS, TAKING GROUT SAMPLES .AND w,/51mP4aoN MIT CA L 6 PERFORMING PRISM TEST. HANCI(!K rt --)TkAF' \ - - - —.. e 15 2 4 6 Wl ,,9 - E-XF' ANC 10k5-LTkAbED6- TRU S 5 \ ,. V1 TTD?vl OF OL5 + 4- L hi LJ 4 'r,.5 NOT ')iVAVNENTIRE: 5HEET I't A r:) V I-N D 1)M ZL\ C� a \ . --- - APRIL 26 1993 1 THIS NOTATION, 14 aFf TH$13 DOC�WXNT IS LESS IlIvIIII1111IT11 LEGIBtE THAN 41 81 IT is DUE TO THE QUALITY OF 14036 THE ORIGINAL DOCUMENT. -��£hll�l8ll ZIIII II9IIJw,III IIZ IF�ZIL 1611 7, 111E11Z1 Ill II l I Zllll�lllIl Zl LI Il I 0llrlll 6 II lllll�IT I8I t III�IILII�tIIII11111 ,111 '1, 11, Iilll I I tn, illlll 8II I`lll�lll8�lll�llll LIIII Iill 8IIIIIIII�II4-IIII-III-►►tI'I—1111 III Illll I Il { - - EXISTING FIRE LINE ,+ '�,' - 1- 3 4 /�� 7) TO REMAIN, CAP -. _. - -- -- - - -�` - - - - - -- -- - _ - - - - _ - - _ -, - _ - ._ _ _ - - -- -- - - - .- - _ - - _ - - - - _ ._ - - -- - -- _ -i EDGE OF FOOTING, 4�v :� sr,� , E' R! STING 5TO "! DRAIN - --- - _ . --� -- _ - - - - w - - , - - __ - S I FIELD VERIFY LOCATION ' ' ' / To REMAIN, SEE CIVIL 1 � ` I I I r �,�t't'� / FOR EXACT LOCATION tplumbin notes am VERIFY SIZE. '.0' DIA. MIN. - _ � s : IN �• I --- .___ _-----_._._ ._ , ___-__-____------- —::-- - - � _—.---- _ --mama._.:_ - mama .-mama .r. -._..-_.-. -.._._.._.._.. .._-.._. ..--.- mama J I. ALL PIPING IN EXTER,OR WALLS TO BE INSTALLED ON ROOM SIDE OF BUILDING Ftp DEPARTMENT CONNECT TO EX16TING CONNECT t0 EXISTING CONNECTION OUT TO 5TORt'M SEWER LINE INSULATION. STORMDRA,N, SEE G,V��_ _-TO UNIT NEATER EXSTINC FIRE LINE �` �4I r• ;;•Yv SEE GIVI_ ! I 2. PUBLIC LAVA7DRIE5 SMALL NAVE HOT WATER FLOW LIMI1ED TO 0.5 GPM. '•'" - - - - -1 - - - - - -- -- - -- - - - -- - - - . . -- - - -- - - - - -- - - -- stockroom -- �G I T STORM SEWER t _'1 `� ' EXISTING WATER I Ex 5 NG RM G.CJc�. / T. LINE 70 REr1A!N, GAP t•, LINE TL REMAIN, CAP FIXTURES ARE TO BE INSTALLED WHERE INDICATED ON DRAwiNGS, GCiMPLETELY / --EX,S NG �aS LINE TO HB + I -QJ A.FF -_- ' I I I I + OPERATIONAL t N COMPLIANCE W/ ALL GOVERNING CODES. , RF' 1A'.N CAP THIS SIDE, j (' + EDGE 0= FOOTING, D� EDC-�E OF FOOTING, tI FiE�D VERIFY LOCATION I I FIELD VERIFY LOCATION ! / I I FIEF-D VERIFY LOCAT'ON / r11 I/ I ' �• ,� I' 1 4 ALL WATER t WASTE LINES EXTERIOR TO BUILDING SNAIL BE INSTALLED BELOW ' l - - �J FR05T LINE EXCEPT 45 NOTED ON Fi.ANS. a I I — --- --- _._ --___ ____�._ --._ - - Ill -� _ � _ — -- }�jl ". — — — — — — -- —— --•-- — — --- 6 - - - D5 C=_ �-- ------ ----- •-_ - ----_�- - - -J-�"=--= _ � AFF. / ! / - . o. . - - '- -�-- _ - -- - -- / I I I �r T t AST LINES t CONNECT / - _. - _ _ -- - - - - - -- -- - -- - - - - -� I A5 CLOSE TO JAMB] ! I I ` GA5 EER, CONC / 5. FIELD VERIFY LC CATION OF ALL EXISTING COLL WA ER w � PAD, t AD.__ARDS i I I � RWL, \lERIFY ALL RWP L SIZES A5 OSSIBLE / i � I 45 REQUIRED WHERE SHOWN ON THESE PLANS. / \ / AS - --- bEE S,+EET 42 CONNECT GI I W/ LOCAL REQUIREMENTS ( I I I b. PIPE INSULATION SHALL HAVE A MINIMUM THEFirAL RESISTANCE TO MEET THE cV LINE TO EXISTING _ _ I / l I rn ! - - CURRENT ENE EXISTING G.I. LINE TO R�sY CODE. � 1 II i I I ( REMAIN, CAP + EDGE l WATER HEATER SHALL MEET THE MINIMUM STANDARDS OF T1-IE CURRENT ENERGY CODE. � -EXlS'ING TV, POWER, ( GAS PIPING, VERIFY ALL - - - - ---- '1 I / kimber ! ( l j OF FOOTING, FIELD TELEPHONE TO REr"AIN, 51E5 W/ RTU / •i I I VERIFY LOCATION 8. FOR LOCAL FIX.T�RE BRANCH, DRAIN t VENT SIZES, SEE FIX'URE CONNECTION i I I ! I GAP + EDGE OF HkAT'�NG LOAD REQUIREMENTS i c.,GHEDJLE. � FOOT'NG, F cLD VER F"r N LEGATION I GAP ALL EXISTING UTILITI�5 I f S. ALL UNDER �I_AB WASTE t VENT Plr'ING TO BE 2' M NiMUM- U_ G ! THAT RUN INTO LUMBER I 1 I I , AREA + EDGE OF FOOTIN I I ' 10 LOCATE GLE4�I OUTS W1 4ERE SHOWN ON DR�� ING OR REQUIRED PER UNIFORI 1 PLUMP ING CODE, SECTION 10c- i l 1 - - I - „•-I �l� II. GENERAL CONTRACTOR t PLUMBING CONTRACTOR &WALL '/-ERIFY GAS REQUiREMi:="175 0 D5 OF ' s PROJECT BEFORE BIDDING t PROCEEDING W/ WORK. o a � ;-it Mr) ck G - -�'- - I ! 12. PROVIDE COUPLINGS TO ALL EQUIPMENT AS REQUIRED. TO RTU 4 HB 6'-0' AFF. _ I ' _ TO RT,, 3 = - - A5 CLOSE TO JAMB GENERAL G•�.O' i 13. COORDINATE LOCATION OF DRYWELL OR STORM SEWER t OUTDOORR�.INLEADER W/ GENERAL CONTRACTOR 4-1 I AS POSSIBLE - � -- -_ - I I � a 14. RAIN WATER LEADERS SHALL HAVE MINIMUM 2qo SLOPE. 14) o I i'O B SEMI-RECESSED lL/ STANDARD HANDLE (NO KEYED HANDLES) C`J I.,_ 15. ALL NOSE B BB5 E N AND FROST FREE W/ INTEFNAL SHUT OFF. I 1ILD � Ib. COORDINATE DRAINS t VENTS T� N ROUGIST FLOOR CEILING W/ DUCT R- +S, CN US CN E NOTE: 5PACE 15 LIMITED. x _o -4-- - - - --- - - — - '-- - --_ -- - i - - -- - -- - - 11. ALL 50(L5 ILITIES IN PER 501LSH15 ENGWEER TO SUBGRADE + ANTRAC11' TO EXTEND �L TREK BUILDING EDGE, CO 1FAGT Q Il v "+ - o - --- - _ C'HING. v> CD 0 J, 00 ALL UTILITIES 6 RETAIL EXCE�'T ` Gv i _ s- -- j _ T I - 18. PROV��METHOD OF DISCONNEG ING HOSE FROM HO5E REEL FOR DRAINAGE t WINTER 4) r� ?' ROOF DRAIN ARE EXISTING t I I I I TO BE EXTENDED TO FIXTURES I I I P I r 0 c 1 V Q r), � BY OWNER 1 _ I {9. PROVIDE DOUBLE GHEGK BACK FLOW PRE VENTER FOR u05E BIBS SUPPLY. USE Q �j FL ---- — �- 4 , � OVERHEAD HOSE REELS DS DS ONE PREVENTER FOR AS MANY HOSE k�IBBS AS POSSIBLE. a' N a) t PIPI',4G, MOUNT 50 HOSE I .` Ln adjoining retail general sales 1 I I 15 "1' •0' AFF. IMOUN T ON 1/4' - 4' DIA. PE!WORATED FJIPE L v� o I PI ATE THAT IS LARGER THAN REEL BASE WELDED TO i V CDN cv) ` BOTTOM CHORD OF TRUSS OR UNI-STRUT) ' o G.G.D. I - aVl o TO RTU 1 - -- - -- - - - __ . - - - - - -.._ �►- ----- - --- - - - - - -- - - - - - - -- - —t TO RTU 7 ,P1 I V) HOSE REEL SHUT OFF VALVE -- 1 -_----- _ ._- - .�r_ --- VERIFY PLUMBING L INE > - DS REQUIREMENTS FOR FUTURE Q I ( I RECESS INTO WALL + 15'-0' `�- � _ I I AFF. L.,/ FLUSH SHOP GRADE 1 ��_ i I ENCLOSED NURSERY IW/ i P7 T' _ - U I I oD DOORTOUGH _r__ CODE REQUI,'.EMENTS rLy '"� I wc , 1_ATCH. t CONCEALED HINGE, HB + 6'-0'' AFF. PRIOR TO CONSTRUCTION ONLY. THE NOTE: THESE PLUMBING PLANS ARE FOR BIDDING t INFOWATIONAL PUR (NURSERY PAINT TO M,4TCEt WALL, A5 Ci.OSE 7'D JA B ONLY) c I t nursery' l AYOUT, SIZING, ETC. OF TI~E SYSTEM 15 TO BE e DDER/CONTR,4GTCR DISI z IED. THESE � I PROVT)E SIGN STATING I PROVIDE DOUBLE CHECK , 45 POSSIBLE i DRAWING5 DO NOT REPRESENT AN ENGINEER DESIGNED SYSTEM- { j 'SHUT OFF FOF: NURSERY I FAGK FLOW PRE VENTER ` I I ` I N05E REEL' HOSE REEL SHUT OFF VALVE I --- -- _ --_-- --,- -- -- OVERHEAD DS TYP. HB Q 6'-0' A.F.F. - — _ FIN_ t . . . .� . . . asasasa� a� aa. � baa, a� � .� a� a� � a.rlas .�, �r � .� � ar � �aw � � � wa� � 1 , , P— � DS i �4 `� ♦ 5'-0' OFF STOREFRGNT D5 --- TO RrU 5 - - - - --- - - --- - C - - m - - - --_-- -- _ - - - -- - -1 c; y m Cd / O RTU 6 C Ip P ! l I G.C.O. 7 i 'h p vestibule c. 1V _ ............ main f_lo, or plumbingg plan ....-._... _ _ sccle x/16"L _ t: _ Q a, I ING RAIN DUT----1---- +---�,-,t• / 2l'-�' 13'-9' F— BJ LD D _ t 5 -0' FROM BUILDING I I - 4. EDCsE TO SANITARY SEWER, `♦ iI� 1 NORTH .� �'` I 5FF Or_"ICE PLANS 1 HB + ?'-r�' ABOVE SIDEWALK COORDINATE W/ CIVIL (1• •. . . . . . . . '`C- � -- - - - - - mama. T T N - ON ETAS DRAINFORDOaERE ROVE, �7> DOLLU-, 'SPOUTS 0U lJ GER SIDEWALK THROI.IGH CURB _• ___ -r OR T IGHTL INE TO STORM -- - -� SEWER 7~ REQUIRED BY 1 11J I - CODE I P9 i , II L `-3) ' p2 ' , ' Q I II technical frame shop ! I stair N1 hall! P4_ stair #2 flosho flower p w commissary - UP TO P6 `� — -� I -- --- bookkeeper computer lockers D2 P3 -T r-- boo I• W 0 conf. F __mac - VENT UP a U P5 P� women mt�n _ P4 _ - LiJ C vestibule ! D2 PI " I I it �� _,�f � - r- -• I - G.C.O. I --_- - - - I ; haA VENT DN I COLD WATER t Z • D� I HOT WATER Ll I JI I1 -- 1 1/2' WATER SERVICE "TU out 5'-0' Fr-,10M -- -- ----- _ ' i 4 B SEE CIVIL (2ndlumbi cen office (main floor) plumbing plan � > office floor) p ,I scale 1 g" 1' �, + scale 1/8 ae L„ �- - -- -� / C'7� 3181 l r SCHEMATIC V DRAINING PETER W.SsCHROEDF t-• " SE)kVi F a WA r OF ^DUIP9 ��/ 4 CJI_ 34004J +r..w,......,,.,.....,.,..++.._ _, _ +.. ... ..,�INMR�'+•ac _ a.. ...: n-.. -,- .. •ax°wr+r'r`•`-^+r. ^ , ,.r s e � i { . - II y it a yIFf TH1B DOI fiWENT IS LESS t 111 l i t11 I I III 4 1 P 11fI I ! ' ! ! I IIItI! t !IIt!IIIIII� 1~ 1 , 1111 I ! I II I ! I'III 1 !11111 VIII (I ( 1 APR 2r 1 I I ! I I I I I II, 1 I ' l I I ,L�� I p 1 11 11 1993 LEGIBDE THAN I'PIS NOTATION, 1 I L, � � / ___ -_ - 0� _ _ -_1 ____1- -- - --_- -_ __ ___ __1---- ___-1 IV 1S DUE TO THE ;QUALITY OF Na 96 THE ORIGINAi, DC3� UMIF.N"i'. -- — _.r—�- �--- - --- --- --- --- — - - — iII1111111 - � �L � � TZ T�„�u�I i!!IIII! IILIIIIII IIII 1 � I � III�IIIIIhI I I i,11 I I I I�.tlll{IINI 11111 11 Illl�l I II1�1� fl � l 11 kc 4LV l ` I ( A. hvac notes ' c� - - '-- _ -_._ _ - -__-•. ' �-� ..—_-_ —•-ter I --.-_____.._ - --- -- I ___--=-----_-=-- - -----------------___--------- -- --------- ----------- - - - ---•-+ - ---- - - --- .. _-- c� iii �, , { I + I I. OUTSIDE AIR DESIGN ! EQUIPMENT 5EN5I5LE COOLING CAPACITY 15 BASED ON A 'PROJECTED CUSTOMER LOAD' OF 910 PEOPLE. 2. ALL RFGTANGI E SUPPLY DUCTWORK SHALL HAVE I' THICK DUCT LINER { y{ { stockroom _FriLIL I 3. SOUND l-INE RETURN 4 EXHAUST DUCTIUORK WITHIN f0'-0 OF EQUIPMENT. t ?.` Av UNIT HEATER 4. ALL INSULAT'.✓N 4 LINING SHALL MEET THE CURRi;":T ENERCs`( CODE REC,IUIREMFNTS. 5. DIMENSIONS S�;Ol1JN ON DRAWING REPRESENT NET FREE AREA. INGREA ALL DUC.T DIMEN N5 AE+ , 7 4 REQLIIR,EG WHERE L iNEf:. 6. FLEXIBLE DUCTWORK 5H4i_L BE INSTALLED FREE OF SHARP BEN>✓S 4 TO A MAXIMUM I i I LENGTH OF J INSTALL- A MANUAL VOLUME DAMPER FOR EACH A!R TERMINAL + WHERE SHOLN ON ! I ; DRAWING OR '7EQU'RED FOR PRO=ER BALANCING OF VENTILATION 5Y5TEM. PROVIDE { ! y FRICTION TYPE DAMPER WITHIN 18' OF OUTLET FOR ALL TERMINALS INSTALLED IN I' NDN-ACCESSIBLE CEILINGS. ` 8. ALL MECHANICAL EQUIPMENT SHALL BE VIBRATION ISOLATED TO PROVIDE i'0 v 1 i 1 i � DBJEGTIONABLE N013E IN OCCUPIED SPACE. ` Q) Ln 9. ALL DUGTLUORK SHALL BE FABRICATED 4 IN'9TALLED IN ACCORDANCE WITH 5MAGN/, LOW �- kEf iCTE HVAC -- 1 -_- -~J i - - REMOTE HVAC IUIT1h@r VELOCIT"r- STANDARDS. SENE,pR 1'-fG�' SENSOR • I'-0' I !a 10. XT51DE AIR INTAi<E5 SHALL BE ADJUSTED FOR TuE AIR QUANTITIES SHOWN ON I w - AFF. ON COLUMN - -- --- - - --- - - - - - AFF. ON COLUMN C - - - -- - - - -- -- .. - - - - -- O DRAWING.-- il� 3 I R%1 _ RTU f { U 20X16 3 + 4 20X16 ! • iI. ALL '30' DUCT TURNS SHALL HAVE A LONG RADIU5 ELBOW OR HAVE TURNING VANES. r0 M � 'r 14X12 20x16 14 14X12 20X16 14X12 !y _ J 2. TOILET ROOM EX1,4AU9T FAN'S SHALL BE WIRED 10 WN CON INUOUSLY DURING ` BUILDING OCCUPIED MGDE. cV ,: I ! 32X26 �-20X10 SR I 32X26 13. PROVIDE A SMOKE DETECTOR INSTALLED IN THE RET URN AIR DUCT 4 WIRE -r0 SHUT v I 1000 CFM ! { DOWN EACH PVA(- UNI i UPON ACTUATION. r- U) I p TYP. OF 31 I , 14- 50IFFIT SPACE 15 EXTREMELY LIMITED. COORDINATE ALL WORK WITH OTHER TRADES TO N i PREVENT GONFLiCTS. +, cv c - Q0 ! -24X24 RE`URN-- general sales 15. CONTRACTOR 15 RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO N E I 4000 CFMi f I ! i THE GOMMirNGEMENT OF WORK, o- T .4'P. OP 13 ` { Q x o Q > a- l \/ Igo. GCNTRA,..TOR SPALL. PERFORM ALL '110R1C IN COMPLIANCE WITH THE M05T STRINGENT l Q ! i L ; REQUIREMENTS Gr- THESE DRAWINGS °PcGIFICATIONS. p ' I IT VERIFY 4 C+-IECK REQUIRED DIMENSIONS 4 LOCATION OF DUCT CHASr- TO THE ENTRY ° CC) 1 I (MAIN FLOOR), t m e a 18. UNDERCUT DOOR TO TOILETS, GOMPU ER ROOM, ELEC., 4 COMMISSARY. Q I F ' SEE ROOF= PLAN SHEET A4 FOR L CA,TiON5 �- °� r� ! 1 _ � OF RTU-5, VERIFY EXACT LOCATI N W/ G.C. � � -� N o I 4 STRUCTURAL ENGINEER I W 0-+' 3::X'6 28X22 Ln C) N U CN Ln C (n n tP !4X12 I 20X16 14X12 14X12 20X16 14 12 i a� p i -- CL U 4 V) 0 RTU - - i ', RTU Qiv7 !I 4E COTE vA�.. REM(. �;vAC > , { SENSOR 6 1'-0' i SENSOR 6 1'-0' ; Q AFF. ON COLUMN , ; ; , i ; AFF. ON COLUMN _ N' { NOTE: T14E5E HVAC DRAWINGS ARE MINIMUM REQUIREMENTS FOR BIDDING 4 INFORMATIONAL { , nursery PURPOSES ONLY. THE LAYOUT, SIZING, ETC. OF THE SYSTEM IS TO BE BIDDER DESIGNED. THESE DRAWINGS DO NOT REPRESENT AN ENGINEER DESIGNED SYSTEM. Q RTU ! EXHAUST FAN ON ROOF W/ I j MOTORIZED DAMPER BELOW ; { RTU- 7 0 Vestibule I �, �I ` d. CY i - 0 i M I hvac plan - -- - - - - _ - - - - __ o =-- -_ --- - - -- d in oor o �� I SEE OFF!CE HVAC PLANS -- { �1 / scale 1/16" - 1'-0" > Q ♦` 1 FOR DUCTS IN OFFICE AREA s �— SEE OFFICE IGE PLANS ! 10XE GCs � � �•• ... . . .. ... ... ... . ;.. .. _ o . .. .. .. .. .. . .. . . .. r I NORTH F 2 00 CR-1 - RETURN (4 4.9 . i 1--10X8 SUPPLY - a - - - - - - —_-- D OLLN FROM RTU 6 8X8 GD - C4 , ----- DUCTS IN SOFNT 8X1 RETURN--- 16X8 SUPPLY _ -- 16X8 UP TO 4 r " technical UP TO RTU 6 - 110 GPM is APF'>c:G::. 9'-0' A.F.F. Ups EXHAUST TO RTU 5 / i 1 - - P I � SI 1' DIA. 8X8 CD 8X15 CD / '©Xc, R ! p -150-G-M -- ---- ---- - - - -- 130 CFM _ - - - 0 CFM - 30�PM DUCT BTYP.ROUND 125 CFM - ,-_� _ - - �� - - - - _--- - _ - - - _ - ' - - -- lr• ' C Ioxio CD axeframe shop stair FYI -I hal I� stair •2 50 � bookkeeper c ue Iounwo ` 230 (--FM � V) T - 1' _. w 10X8 _ _. . _ -_ _ - - - --- )OXIO � /' 1' .li � n 18X12 � � � 8 � A �� . ' �. + ! 0 D W 10X8 SR c ' women (�� fnefl flower shop ❑ -„ L- 8 I + 8'IDIA. I 10X10 ---8'�DIA. 6X6 CG U O a__ - 5JTLY ii" DO+ 125 GFT.,' 6X6 EG: - I 1 I�0 �- ' ' ' =_J _ 80 GFT-1, UP } vestibule -` 18X8 6R >o GFM _-- I 16X14 d '' _ 10' DIA. __ THROUGH I_ L .1 c- _ .__. _ ,� 8X8 CD 220 CFM -.�_ �_-..____. �_ .__ 90 CFT1 -`_- - -- - - - N J 1-- 1X8 ! __ ___ ( 6�6- 8x8 CG �8' - 4 hal � ---- -- -- - - -- -] L__ �CT_ �1 UP TO EXHAUST-- 8X8 CD 12X12 GG ' 10X8 CG --- 6X6 EG IOX1 ImX!0 EG �_ i 180 CFM 50 GPM 290 CFM i I i90 CFM 400 CFM ---LOCATE ALL THERMOSTATS IN GOMPUTER ROOM ALIONG : I • DUCTS IN SOFFIT • -- NOTE: UNDERCUT DOOR 3/4' • NOTE: UNDERCUT DOOR :/4' THIS WALL �_ APPROX. 1'-0' AFF. WOMEN 4 MEN'S TOILET, COMPUTER, �4 4.9 (.9 9 COMPUTER ROOM office (2nd floor, hvac plan (4) office (main floor) hvac •plan t COMMISSARY, I +� ELEGIJAN. ` 1�, R , r" scale 1/8" 1 U' r'�� ScHEMA�c '` kale 1 8" 1'-J 3181 �' 'T W. CH FUER DRAWINU A�f7fSK r':dr�w. •t � r ja s �f SEATTLE ,.WA `.. .. ) C' _.* • .• 0� 7, •o.. ; . k ,,q. f\ crop s ' _.. �..-..;�niT+;,'M.r ,.-.•ger-.arjonat}-,x „ __' . _. .-�.w.wnwMM1/1111�.� �11 'h+•isu•�ya..... . .. ., .. ....:,,.c....,•.r;.- ... „•, .. • o • +IEf THSS DOr�AMENT IS LESS 1111!11 IIIIIII 111111 Ilf ll II(lrj 1111111 1 1 11ji1 �11��1, �ITIIII �I 1 .aG,lillll IIIIIII III �! 11 IIIIIII Illli ! i ! IIIIII Illlill 1 � i 1`I !lill+ III 1111111 Illil ! ! II+IILI /��p'1 �� I �93 l I I I I Ll I `}�' I 1 11 I Z APRIL 1� (_ LEGIBLE TtfAN THIS NOTATION, I1I I `�I 3- L� I -_� L ^---J . ' IT IS DUE 'I'O THE QUALITY OF -- _ — �- � N.3�e THE ORIGINAL DOCUMENT. —�L 996Z111I1�1O1I1Z1I—IIIII ItI I- ZI-I'ITw - rlu—ugl l .• - ' �� ! II I III IIII IIII 11111 i Illllml�ll I IIIIII Il IIII II Il _C7 _-------- --------- ® 6 ----------___ _ -- ---------� I i� Ir �f7f�N+HM/HHf HfHH H-FfH�MM►+H++F1+►�MHfHHNfH +1�+H��H+++iHMtfMH HM�H id --�- L316 5 010 3i_j NIGHT LIGNT� 7 � (7YPJ1I 7 1 (TYP.) l I 3 3 © ! PI-L'15 010 , 1 1 l i 1 ( tia TYP.) f�C 3 �----- __� 1 � -- •9� I Ef . �- yp 4j z - -- _ _ LI - - — _ MT TO 1B TTO IOF ELECTRICAL MEZZANi E , 1 - I l % Q q j II / E�� WIT ,LAMP GUARDS. - --_ .- ._.- __ .--- --_. _. _-_ � 010 ` W Z Q 1 I ELECTRICAL MEZZ�� 21 28 1 83 - 21- _! E3 21 $3 _ 83 _ 21 re'L,_ �C / (ABOVE) I -� - - i 7 SEE E-5 -OR I - —�-t_ �. ,'� /\•1 � � a- - �__ - OL Ll (ABOVE) �� ^ -�- �1 i Lu L_; W � ✓1 _ 2 25 6 8 -2 _ 4 _ 25 B 2 4 _ 6 2 4 6 8 23 -._�_ 6 8 2- _ 25 1 6 6 $ 4 23 ROOF DECK (LUMBER' W I v) 1 ---- -r--- -�-- -=�- — - I f AND RECEIVING) STEEL FRA(iTNG CHANNEL SECURED � A NT 16' AFF I 1 - --- ----------- - - ___ - _- _"'_�_ =TO ROOF-TRVSS. N W ^��m r. 1 - Z 27,29,31,3? .� I _ I YP + - I - p ry -- i � I QIP RE- TACLE FOR TYPE H3 Jr�\ { i -F'XT S IN NURSERY. FIXTURE H4F- L-� 3/4'C I g 1 I I I MA E PENDANT MOUNTED AND 1110 �> 4 �\ 6 8 2 I 4 6 8 2 ti 6 8 2 4 6 8 _ I 2 + _ 6 8 / 2 I 1 SEM iH LlA1HER Z .Y�* ---- - - -_ �-- t==-_—?-----=:_�- __ ---r-----#- -_:-:- -- -- -# . -- - ---� -�-: ""..0* ----.----==_ ___ _-==� _ - D RECERVING - -,_- ,16.18 Ll _ T -- - -.. S.-� - -------- -- -- __L- 1.. I, 1, Ii L1-10,12, 1 X20,2?24,26,25 1 I I /�� _ rl - BOTTOM OF FIXTURE 27 -- = 35 L1-25, S, 7,39,41 - - I - _ SLIGHTLY ABOVE 31 27 31 d7 _ _ -- -�- - -�. -- _ 010 I HID FIXTURE - TYPE H3 OR N4 _.." - - ---- ------ ---- -- - 3/4'C, k' - I BOTTOM OF ROOF TRUSS. N10'C. 1 N10 I- 3 M10 - - 2 - ... 6 8 4 6 l I I „.L�L - - — IN OT TO SC 4L��UNTING DETAIL _. { . 1 1 1$ I 26 2 1 i 2 - - - 33 �� 37 - 4 - � - -" - -- - - - - - -r - - - ( YP �-. 1 27 -- -- - - as ! 3 33 139 35 14 10 14 10 14 I 20 24 - - ---- - _- - - - - -- - --�----- - _�- - -----r-_ -�----- -- ----- - - i112 116 �'_ , 6 _ i ---- -2 _ 4 6 3 - --_ -J- 5�� 3 -- - 29 L _ 29 I 33 L1_T 7 25 37 141 37 16 16 12 2 25 �- --A ' _ - - -- - ' ' I � --- r T r .. _ � .-- T __._ ------ � _ .__1�L3._.28,3LL32.34 3/NIU W i- -- - - - 4}-- - - I -- - - - -- - t _ -- �. - - - - - - __ - T _ 1 I I .� 1�7� -- L 3 10 �0 I 24 .0 24 4 -1 C- J�. 27 3'3 39 14 r I =. 8 2 i I �-• 35 C" I _ _ �- 4 r - - _ -_ - 6- - -� -- - --• __ - ___ n 2 - _L _ - 41' 37 41 37 41 IF 12 1�5 I 1 -I 1 ( 26 22 LFII -_ - - - - 1- t o'9 r 34 I -- - 34 I 30 II 91 1_ - 1 20 1 32 28 N10 1 £' r__ 1 ; 35 '9 35 14 10 1 ( 1 4 I 0 24 20 24 2 e 3231 27 31 I� 39 I - -- _ . 1- T - - _ I _ 5 tL --L- _- - F- _ -._ _ /1 3 � I of 41 !- - 3 r 2 3 - - 29 , ( 37 41 l37 16 I I 1 - � 6 22 26 + 22 6 22 34 30341 r I k 7 � r 34 30 4 ' ' �- - _ �4> - i ~ �i F] I -- I - - i ' jr I IC i��\ W =-1 TYP F -i I I - - -' - - -- _ 39 IU 14 1 1 24 25 24 28 - := � _��_^ - 7 31 27 31 27 I -L39 25 39 I I 24 I 28 32 32 28� _ } , 14 �. J 14 ur -.. F-- I - - - --;T- r-` 3 I W F- 1 L , , T LLj T w ti 22 26 30 34 I N 29 33 29 133 29 41 3x 41 '7 41 12 S6 1 1 I 2 6 P6 22 i 30 34 _ _ I Y _ _-I -_.....____- /\ J - - - --- -- -- - r-- I - -- - - - -^ls - - - - - - - 17 - - - --- - C� - -`- - - _ — - - -� - - - � -- - - - - - - - - - - r - - - - - - - I' 1 !" .' Ii 20 24 20 32 28 I I �Y- + 1•�r / �f 27 31 35 39 35 I 39 35 14 1Q 1 4 ` __ 131 7 31 I 32 20 Z 2 1 � l; 32� - r r —_�_. i, - --_ 1 - - - - -- - -- r -( i to _- _— r -I — , r� 1 137 lti j 112 1 2E 33 29 33 29 33 37 41 37id 1$ 2C 26 22 26 34 30 34 30 34 15 - - - -r -- I _ - TYP. r \ M 27 31 27 31 27 1 39 35 _- 35 39 10 25 10 4 10 r 4 20 24 20 8 28 32 i� t a r 4 f 28 II _ , i __ .--_ -'# __ f- -__.-_. - i I I 1 I.—� �- •'_- T�_•_-_-_T•_V._ _.r_..- # C- _ I _ _ - 26 `� I 30 � 34 301 --- �: --- - - _ _-r__ _..__ ._-- - -- L2 r- C 3 Imo_ 9 41 25 1 37 18 18 I I8 {70 18 12 26 25 I_ L__. E�1___._l_.. l _ L _ _ - L --_ u „ IZ9 33 29 33 ? I 2� - In oum OD 17 s C) T_ ,.—�. 35 I I ( r IIj s 5 0D > - _ v Cu 8 3e 31 34 $5 39 I 18 18 I = k- _- -� �_ 2Q. -_# 32 ' *_- i ! ''- - ES a 32 1 I { i� (1�]DIRECT FLrODL1GHT AT FLAGS, --- 18 8 4 20 240 �J CU v 00 C) Ca 1 _ I I 1 I I I MT J BCX 111-6' AFF WITH SINGLE GANG RING. _-._.. r_ i i ��ONDUIT AN'd BOX TO BI, CONCEALED HF.HINll -_ T ._. f - - - _ - - - _ _ ! _ {_ _ -- Slq ET ROCk. I I _ + _ 34 T 3U... � E r i - 41 - �•j 41, ". _ 18 1A 18 - 1g I t6 26 22 - ��•. - F ; - -- }• 34 [3>--ALL LIGHTING HOME RUNS TO BE N10 TO J BOX 10 ' Nle IN FIXTURES (TYP.) a 39 I I FI FIXTURES TO BE '•iiJNG WITH N10 .LACK CHAIN 4 .+- _� p.,..,1 �-_,u,- �32 17 I _ 15 ' 15 �... ��i - G ., � I � 24 I I � SEE E-3 FQR DO NOT SUPPORT JA:.K CHAIN FROM PLYWOOD ROOF DE'K l -1 5 4 10 L- 14 10 24 20 24 29 28 32 FIXTURES RUNNING SIDE TO SIDE TO BE 16' AFF TO BOTTOM 27 ��' _ it I i - _ 11 35 - 3d 5 L 39 10 1 28 , CONTINUATION 4 - 1 4 r , I FIXTURES RUNNING '"RONT TO BACK TO HE 14' AFF TO AOTTUri --�+- 1 I (- - II1 l 1 - - - J_..._._ _ __.._.-- _ i Yp '- 30 I � -- - � COORDINATE LOCATION OF EMERG, LTG UNITS AND 34 I CEILING RECEPTACLES WITH ERNST REPkESEN,TATiVE 29 ." _3,3 L9 1 33 �----- g 4h, 37 141 l37 41 1 12 1d 12 16 12 26 122 2b _ - 22- - 26- . I_. 30 I -_ 3Q_...._ I _ _ N10 1 C i I I I T r r T `-.EE ARCHITECTURAL DETAIL FOR MOUNTING, wY� INSTALL FIXTURES IN COVERED NURSERY �� w 31 27 31 2'� 31 1 35 a5 33 3S 1 35 14 10 14 110 14 I 20 25 20 24 20 I 2 29 32 28 15 I- - - --I _ _ 17 W',TH BOTTOM CIF FIXTURE 13'-6' ABOVE W � FINISHED FLOOR r --- _.- - - . --. ---- _- -- -- - --- _- 1 Ni . :. - -.;-• f --s. _ -_ 1..;__k-- _ q � \_,� I e INSTALL FIXTURES IN OPEN NURSERY If I 32 r►, �I WITH B13TTOM OF FIXTURE AS HIGH AS y ` 33 \�t✓ �7 41 27 J 37 1 14 POSSIBLE . 33 29 33 �29 41 i,__ 16 2 26 22 26 22 I 34 30 34 30 34. ` I,� � _ - - 1 - _ r .. _ �- DIRECT FLLI.IDLIGHT DOWN TO WASH WALL, _i ; i- r - [Li L2-1L.l_ Cb - ----" - -_--_ - __ --- - ___.- -�;\ 38 35 39"- 10- - 25 - ._ 10 _ -- -- - - f6 - -- ^- _ '-- I -- - - - - - I. EX1T1 S1GI4 ABOVE tNLIRSERY GATE n , ` � i �;,, � 24 2d _ 17 'I Q `-� I 15 , �/ g 1 9 1 TYP, FOR 3 i,I I I I I I I II _ �, lye _ 6 1 i 1 I i 13 i i I 7� - - ;1'�•VERIFY LOCATION 11TH ERNST REPRESENTATIVE LIGHTS IN VALANCE , - - I I _ J _ 13 Nt0 _ i (TI I I �" I I I _ 1 I 111 I ' I ' � � L2-s ( I I l i I I .• \,SE PQWER PLAN 1 ll { 1 1'! �� L� Dit 1- +131-IV TO rt17-10 ro E -� 10— i i I I t 4 I I I 1� _ - ----------------------1-- - - -- ---- -- - �� _J � t\ I F- -- --- � I I� i/ �t��}---- -�-�-. � I 1 3._ --��--�, ! i��F--- I/"_'� -_�..` �-- > I Q©•, i CY � I F \ �- 3 ~3 _ ----- 1 J tf► 17 I 18 I I 3 / '/ /��, /� / 3 /1 / r7 s I ! `I 17 ® I` y 3 3 3 -- L2 r -- t 5,17,14 1 f i 1 I /I >/ / ( , , SCALE, 3/32"=1'-0" o ® ` ` -- r LL I Z 1 L_.r�=— �l4'L 14 M ^O� � dl -_�� , 1 l ► / 14_ + _ _ �� F- .......... J A W W- -—.— _._._ �_._-.—_. Ltw��.♦ �#if I,Si,�?:Y �MMUMW YWfJYf f�IiMy YIrVYi fH � F1•►+HfH+HH+f+HHHlHHH1H+f++NH+1H+H1+........H++►1 Z - ---_ - ---- - ---- - - - - - -rte _ - r- -- _ -- - - - I 1, 2I-6,fi2--6, -x--14 14 ! 14 ® �:I 14 1 �'1 0 Q L.1 FW W SEE SHT E-4 FOR LIGHTIIt„ 1N SERVICE AREA -_-_ C- A U I7 v1 +Ir . 1L�1 THSB D06�MENT IS DESS 1111111 111111 IIIiIII �1I . lI IIt1r�I�'ili ' l., 1 I iT1•1-1f111II I III1111111ItIIIIIIn APRIL �`�6 99 I I ` I ,, G+LEGIBTE TfIAN ','HIS NOTATION, 2 3 4L -- _ SL— ----_.�!L— --_� ------�_� III, IS DUE TO THE QUALITY OF-------- Na ae � ' 1'IIE ORIGINAL DOCUMENT. - ---�-- — - ----- E Eii, 9Z LZ Z Z b7, EZ Z Ti, 07 8T BT LT 9T �'I TT ZT 1 TT o�T9 Q I1 �� IIIII�I �� III III� 111111 III �IIlI1W.1.11.11� �� iII � I l 11111111 Illl�rlil 11111111 lII1�1IIIIIIIII1111 III II II III�I1111111111 II , 1i11 ► IIIIi�1�1�i111�1.f III�I 1 � i� Y 3 ss Ltd / ! •'.1 _ 1+MM•1_-.H-MKN1+1 H114 N I+44111 H4M If 1 1r•H ._..._.. _ �.--_--. '•�*�•'M i 1-5 I 'I Pl- Se,6o,62�� riGN i 4' a4 SP COMPRESSOR I I I � 0 ---__--_ �� I I ♦ I w f 18' X 18• X 6 NEMA 3R Li - - -D-- --- - -..__.-__- _. _ _ . d1 - u - - -- -�--- A - - - I' I --� _ y _-- -. _ -_-- -.11_.-_. 1__ - _ -.__.___-- - - -_ -LL _Jl `. t -I � J--BOX E SEE At-SO - D __ --- 1 (— i- 24V BUZZER AT 9'-0' - -- tI I SHEET -3 ABOVE FLOURI / I I E I TEL 1 '10I I III • n I 4 1 I _ DATA J I I' 4 OUTLETS INSIDE IIf7 INSTALL LOW I 3d iUNIT _ -HOX I I VOLTAGE VIKING 24V WEATHERPROOF PUSHBUTTON � IN CONDOlr t 48' ABOVE DOCK HT. _ 11 HEAT I F F 'J ( i ' 1' I `� - ~I I BELOW 8' A. r 010 I I 1 - ------ -- —� �> i (SEE DETAIL \ _ ___-_^_- _ rr I -_--- - ----- -- --- -- --- - j I Pl 4CKT ' ' P3T15 � ❑ I E_7 120-24 VAC TRnNSF --� _ ELECTRICAL[MEZZANINE ZIN I I f I Z FOR WIRING DIAGRAM 20 VA 6� +5 ' -- _ I �ABIIYE I I �_ I --- I -- -- �_ _ _--_--_ ��I i --�.�-___ f rW-+ T 1 (1 BU2ZER)ll ° TO ELEc ZZ i _ # - - _- I ��I I 1 i -jE T A Il. W Z A PI-6 I I NTS E- -3 > Z Q #10 30AF I IIIA" PI-44 1t 1 _ COMPACTOR I , +60# _ - -- � 6 QC (Y IK tLECTRiCAI. SERVICE CONDUITS -- - - -- - - _- -- - ❑ La_ EL e 6 l _r L1_ (ENCASE IN CONCRETE -TU BOTTOM _ ` _-- - ._ _ ___.1...-.___ _ a -- ----• - ---- _-... _ =• ----- -- - ! _ 0. -�- -- --- - �1F n. --- -- D ___ _ __ — i _ 1 RADIAL SAV✓ 6 ��/ 2 ; l y V P3-1,9 W a-, m 1 +� , ALUMINUM � ►- � , , r P1-19,21,23 I INSTALL CONTROL STATION AND CONTROL i II I I WINDOV MULLIONS N �Q b °D j WIRING. VERIFY 'WITH COMPACTOR INSTALLER. I I 1 r ,^ i > _ PI-4 - -- / 18' II I I CK Q:3 P4 U all �� I L-_-�.___ T� IS` \ --� -- :-- - ( __^_ _ �-•I__._ -•--- �- . I � I � J--BOX IN i --- ` I FURRED WALL' 1 P1-25,27,?.9 4�-1 I POW__R D017R J BOX DETA_IL� NTS E- I I I . I 1 ► � - +100.1 ----0 -- -T 26'-0' --- — -- 19 -0 ]9-0 191-01 I ' I � I j 1 I i ti (TY C, 2 012F=- 1 �(TYP.) ( -4 { .._ - I 24'-0' 1 � ` PI-8,1P,121 16.18,20, 1 f � � _ P1-31,33,35,37 \�•1 32,34,3 28,30 1 --h�P (- —I-- T- - I ` I 1/ `C, 20 N10 1 'I I _ . w. 1 1/4'(,301/0 i —� / L, 6 M70, 1 M12 GND �- - 1. J � .. I - L 3-33, _I - -' - �,66,b8,7 7 ,74 _ P C P1 6 / 1 - -7 4'-p' 1'c, •10 LOCATE JBOX BELOW I _ i - 8 II I ` i /ROOF 711P UNIT77 - W _ a�asalariaaarsawarr e.�.� as ♦w w �a�ewan • s>Rwrse�•lrrl! • 11 _=� -��— { I ? r� _ _ , _ DO NOT'SPC:CE IN FLOOR DUCT iI 16,18, 0,2. - - -- - -r..- .._ �_- . I I JUNCTMN BOXES. PUL.L CONIINUOUS t l , I 0 2' . I 1 I - �- --- 10 AS > 0'-SO 1 I 2 _ 18'-3 - _ 1 - I I j- - CONDUCTO. TO DESTINATION. I _ LJ rLll1- I 52 \ ON ROOF-VERIFY 1 I II WP,GFI _ ' I I -. ...._J GiFI 0Iq LOCATION W/ MECH, �` i i ROUTE FLEX THRU DOOR OR WINDOW MULLION NO SURFACE CONDUIT Lij 1,1 LJ _ ROOF-VERIFY �- i i T 1 L - _ I _ ___ _- a l I I OR J BOXES, EC 7O MAKE CONNECTION T.] POWER DOORS ` LOCATION W/ MECH UPPER - - 1PO'dFJ21 FOR NEON 'ENTER' AND 'EXIT' SIGNS. ROUTE FLtX THRU 18 I I i ii ` ♦ T DOOR - WONDOW MULLION AND SURFACE MOUNT DUPLEX ON MULLION. K /4' C, 2 N1P - I I I I I I VERIFY LOCATION AND NO SURFACE CONDUIT, I i i I - 1P J r .. .` --� -i L i 1 , CONNECT TO DO R OPERATOR, /4 , 1 _- - I - _ - - _ f , 3C- FLOOR DUCT TAP TO REMOTE OUTLET, SEE DETAIL I I I _77. -_ - I --_ -> '_ ] ____ +771 - 3 ` _ ' -- _ - PROVIDE FLUSH FLOOR BC ES AND BRASS COVERS SUITABLE I(� 1 18' I FOR INSTALLATION OF DUPLE? RECEPTACLES UNDER TENANT R 1 _ -•� �1 { - - I , I I , t I,r IMPROVEMENT CONTRACT. -r-r--r--•r- J � t � f D __ � i BR4-- --i �• � _ �-- - F__� 1 ._ ..._ �^ .. _�_�,' � .L AT ��WER FLANGE .r ROOF TRUSS, --QQ �J I i 3 INSTAL r 111 3/4'C 21 - I I iQ i ' � 34 __1 i II - ¢ W - - _ I I r _ I a -i �•- �I --, tf -4 /I r 1 r.._ r- • _ - r I I I I W �- Ml _4 a-o' 1 I J 1 1 W _ T I 1 3/4'C, 3 012 10 0 II 1 , t 36 +1 412' i i - -_ �1 I ( j I + 2 -- - I _ _. _ _--_ ---- - Irl,_.-'+b 9`_ -- - - -- - - - - - I -- - - - - - ---•- - -1� - -^ F•- - -�--�!.._-_.-._+I---•--. - _ .- - - - - t _ -r f y-�+•�r�--T--•- - T• -----r- -- � - �" -i- , _ '-� - - - - - - ` 12 1.LL I i co Nlo CD 1 Z (� ILD s 3/4'C�f? N32 .. .- .-. I\. _..% ��.... I •,� � c `- _.__� P,. -, � � r - r•� _ -� ,, i j - I i � � � ' H f w p d,-r- 'r t # -.�:: -. =4 p QJ>. I I ( v LI 1 J 1 I 1 ° I L.--. no L _: .1.�'Z 26 N 1A. _..r �+. , I f I r� 3 'L , -- \ ✓ VERIFY LOCATION WITH OWNER'S REPRESENTATIVE H N u 1-43,45,41,49,$,53155,57 I j40,0 ! 54 - L 2'-1' � 5,. 9161,63,65,67,6 ,7$73,75,77,99 J �- 1 t c ___, „}.. 1 I ( I 7, INSTALL AFTF.RSE1'S 1N EACH DUCT- VERIFY y (+) I �B / i LOCATIDN WITH OWNER'S REPRESENTATIVE, a d 00 pip all J ■1��,��et�rrrrrrrrrrr ♦• �� rrrr• rrrrr r�rrr.4 nlr rr rr rrrr�r rrrrrtarrrrrrrrrrrrrrrrrrr{-Jl r _—_ I I k � ,o- j 58 60 6 6 ,66 ��,5� 74 76 L`C, 11 N10 I I �� / t Z ^�' f\ ` -- _ - I �� i 8 PULL CIRCUITS INTO POWER DUCT AND m c2 ON ROOF= RIFY I I . / -�-+ ,�1 1✓4'C, 3 N!/0 AL \ ! I 00 > �, V� I __----�___.��'-' { -�_ CAP IN FLOOR DUCT BELOW AFTERSET. c j 4 LOCATION W/ MECH �- - 0 1 I -- / 1'C <" ! _. _ a= +" I - F-:=�: ^ r ` 3 N4 CU -. - LOCATE J-HOX 1_ '�_ I - I 'I N x r p of BELOW ROOF TOP - _ _J_._ L_. f k - - O N C 60AF . a J - - r _ - P2-68,70,72,,4 { I 10��0ppAFFS UNIT �... I € ��g N .. u_ ' IF2-54,56,58,60 1 P3 ` L _ 52 I 1 r I ~ II ®i 76,78,80,82 1 \ WP,GF S INSTALL L'KT 31 L`NE CONDUCTOR AND ONE . I r = DITCHED LEG TO EACH REGISTER AFTERSET I -- WP,GFT__ i NIO F 3 1--- - - - r -- 66_ _�� - -� - - .- t ---------- -- . . 1 - 52 I I (FOR REGISTER LThHiS) ROUTE 9 14. , f .. -.� 1 I` 1 �- a�l 2 N12. - -- - -• - -. . .- --_.. -. _ -.-� - - ACE --- 4 -41 I ~� • PANEL WITCHED FORSLB HT CONNECTIONS,ODJ T TO 9 0 1--,�(��-- q�__ 4 OVEN L hs.�• �a:-, "I� ADJACENT E-7 E-7 J ..__. _ X10 2-40A,52 DOOR e / 1�> PROVIDE KEY SWITCH WIRED ON ON ROOF-VERIFY r 1 LOCATION W/ MECH, 1 t Lel i l� 1'-2' / LINE SIDE WITH KEY �-. rti I 1 I ,i,Jk-w 4..�iw j .1 • - y r wy ��^") 1 POWER r -�• REMOVABLE IN 'OFF' f•OSITION ONLY, (RADIAL ARM SAW) DOOR ( FY Ll 'D AND CONNECT TO DOOR OF RATOR. PROVIDE 0-5 MINUTE W1JD UP TIMER WIRED ON LINO SIDE, <P aNEL SAW) ^ l CA i I� 9 n I I 1 1 r i 1 __. t__._�. r I� ' - _ I - »P f 18' 1 -� C2 STUB 1/2' FLEX THROUGH WALL 2 93' AFF n {!r-i�-�+--{/�1 � _ ._J , + --- --.. - rr: s:i .f r:. .. .*....�, 1-.. - r - �`, -~ - �' I AND 30' FROM EDGE OF DOOR. FINAL 3/4'C,O �. .___-� pPE-13 ' 1 CONNE'.TICNS AND CONDUCTORS BY OTHERS. SEE ~ d 1,/0 I �'- P$-8 , 3 CELL WALKERDUCT ; 8 _ l_. , _. _ , P2-4345,4, N RY 7 �• �A, r _ , -- `�J F+y - I 0' , I {. SEE SHT E-3 FOR DATA L I-L, DUCTS +; 8 46 _ _ i 1 I I g,..0,` 5 17 i r ;I , I = r_ - , 2 'SO' CARD NEMA 5-15R CORD BODY ON 014/3 84 0 I > t +1 0 7t �� % _ r'F --�-1- ---� TO 14-0 ABOVE FLOOR I 7�' -- ''� I 1 ''• � � I .. 'F.•'- ka.. -.r kr• r 4-••h•..�. �'}" ,�' M�'- -. - � E- , I , , _ ._�- ___ `� -- _-_. _�.. :.n:��._ i - _ -. ._ � � �-! '`� 1�„_. �_.. .'`..! I � 3 , ��3 .- rrrrrr r rr, 1rrr.;/.+V�r ,{ we7w r�welre7r1•( •nl�l� r rr Ir�r� 4er rrrr* ,�r ~��\ 1 L __. 1 _ _L_ ._ 1.._ i ' - - -L -._ 1 I --`L o a+ _ - 3 I - II I I 14.. VERIFY ELECTRICAL REQUIREMENTS -` `'' � 1 � I � AND LOCATIONS WITH MECHANICAL. r 1 3 �. /� /� � /I � �� I I ' - • I 16'-6' _'� o I fi 8 , \�` _I_ .:' _._:1 f- .,_..fi- _ - f _-.. I : �. _ {f 1 ��.� 1 i I 1, j 15 SEE. SHEET E3 FOR LOCATIONS. - -- 1 !! 59/ \ - 1- ---i _ - y - - -- - OFTAIL 1/F2 +108' 1_ � -.------••.- -,_- - ._ - - - - -' _ ._- - _ � ,' \ ' 10. -- (CENTER[ ASA11VE _ ----- 11 - �--• h. r 1 DOORWAY) 4 11u HT MT I' `! -,� , '�P3 24,6,@x!0 -.� // 11 '4__ I II I P2 S9 1 1/4 C, 7 N12, 1N12G TO J,BOX 1N C ILINF, OF BOOKKEEPING ♦ �N' ' I{ \' I 1 I - 17 VERIFY SIGN WIRING WITH SIGN INSTALLER. \� MOUNT ON FRONT A ` P2-!.3,5,7,9,11,13 , 'r 1/4'C, Ir 912 \ Z \ 12' FI1ROF DROPPED CEILI d _ P2-5557- - $�� / ' EE E-1 I �_ __ i �. 'ESPRESSO' 1 - • - - - - - - - -- I 1 t II - . - - - 1 t I F N' \ + - 1,2-19,2123 r *�T r r-. ^' '� " ' / I 1 i „ NURSERY SIGN 30A, 120/240 RANG /4'C, 3 _- ------ \ / 30At ( 'y- I _i I 1 / (•) 0 �� ``�+ \ P2-99 / 15AF : .. \ \ / I I I � I y ECEPTACLE .r �.. r. ��. _�.L. _ _.. d it p I 9 1 h i I- ) in GFI -ON ROOF II 1 i - I ,� J W I 6 f\a 1 �� ) 1 --� 'VERIFY LOCATION ft II I / `\ I CL I Ir~ WITH MECHANICAL II I ( I (- Fi ` RI$-53 I 1 P2 14,16,18,21 I I 17 Y o \ XA(SEE DETAI POWE DO -..-- /CT I s `-' I P3-13 �- , 1 "F I I I I ! r 18.20 d i R -------- _ L2 L3- T' ,I ! , / I I i i I / / / ! Nin9� SCALE, 3/32'r- -0' � > 1� i �X- __ -�� I L.» .....,j �__ y F> I CPQ-49 I / O ti / / / �I . _�,/.... .►_ _.r:#-ri.--...r..-.. KiAciLi1��L/li- s+rr�ri/�Nrr.Naba+�PR Al ►w,N+.Hr•w.rY••.1.11�>..+++a MM+.1+lH1+N+M+HH1H+r+NM1V►H i1N+F1�M+W IO-►r,N/i�•+►1.1.1{IN1►f 1��1�,�,L�.�,�+�_ .! � u , L�yJ 7 i]�[ .. f u I C W r _ ,, 1 .�. ��, �-1 , 1416 'r � 3 U W F r � \_ r __ .. __- _ _ -___ - __-.- - --%rte\ � - - - - -- - n ____.-•- -1 -�= ` 4 I -- ------ '-- 4/� 7 ' E SHT E-4 FOR POWER IN THESE N RSERY S f3N� 3 a p U A (Sil t _ FLUSH L l l:: 1. 1 Ii . � I ISI I I 1 1 • r --,-•- �*+ Lw,l*+ +►�s' li TH3g DOCIENT I s *FSs I I I' I I I I I I I r I I I ��' 1 1' i71�r Ill I I i 1,1 I I I I I I l I I I I I I I V j I ' I I I I I I rl1`I I I I I I I I I I I I 1 II4I I L I Ppf� 2 V 1993 r^x. EG B 7 # N r�#I.� NOTA'I ION ' I 1 i l I I 1 1 1 1Z 1� L T LF i A 1'r is DUE, 'r0 THE QUALITY o� - '1'iIF, ORIGINAL DOCUMENT. -- - - - - - ------ -- -- --- --- — fL �Z I S•ti � E TZ ti 8t Bi Lt 9t 41 I F1111111t111111111,11 i I tt 6L8� III! IlllF11111 llllll1l1lll 'IIIIIIII 'IIIIIIII ►IIIIIIII III II1► III111I1 liillllllllllllll 'IIIIIII IIIIIJII171► I I I III III ►I! IIII11111111111111 Illill�ll Ili! III II1111 �� II .II� IiI III 'IIIIIIII IIII 1111 IIIIIIIII�I>� III IIIIII II III III I�I 1 1111 . t I 3/4'U., R �jLl- SPRINKLER FLOW, 4 K AN D TAMPER SVITC:4ES, 5 TL hIITH SPRINVI LQ IUSTALIATION.- ------------------------------------------�L------------------------ no +1 3 i J; --d A 112' C,11 (TYP,) 63 SEE SHEET E-2 > LLL- > LAJ Lj 1 ( _- I --- i �/ I � 1 I > Z m L'i " 94 F1 3/4' C.O. FUTURE L rMN (TYP.) < 3 /TO TS COIL SPA �ilAeA�WIZI E z Cj( Oe Q� T4a Ti F _±4_ 0 0 LLJ at L" IL I – —7 7)ze IT +14 U �D 0 , +10 TR PEN Rf _ _ I ' Z LAJ [EXIT > 6- ,SECURITY L&j pq J-DOX TO T4 N-1 T\ Rr%59U SOLIT) C13PPER CORE CABLE FOR SURVEILLANCE CAMERAS. INS7ALL - LL-- - --— -- -- - ---- J--- FROM SAFE SURROUND TO LOCATIONS TO SHOWN AND LEAVE 10 FT. 13F SPARE C AT EACH END FOR TERMINATION 11Y OTHERS, RMI (TYPICAL) "::�b 44 ---I --T- —T F---i 1 7 DETAIL 71 ;1TcOiE I I- NIT S Mf-EMG--U-6Hl N-COLUMNS-V 14'-Y5 SO 77 LJ MT RECEPTACLES ON COLUMNS AT 12' T OTTOM I/TYP. + Lj -L z- 41 � L-A 6'1AFF -T— F x Ld I n 4138' 1 Sim T� U U D j j - I �" — - - -T n LJ -.I_ - 41 __]D LLJ /ol z 7-71-7-7 ---T- T-- u w LJ =T- --T-- -T- \X/ 0 83 13' 4- - 7±7 /X\ E:3 c') Lj LLJ r! .� 3 60 Air < As F- Ir --- - I I --r -T-r ---� -T-- I } _ Li CO CD U-) R-> RUN 1/2' C.O. TO BOTTOM OF TRUSS ABOVE MAIN SALES FLOOR. RUN 1/2' C.O. INTO 2nd FL. CEILING Sr'ACE ABOVE BOOKKEEPING. E2�--> LOCATE .FIST ABOVE DOOR JAMB -4 ON STRIKE SIDE. -7 'c� ro,,.o I 00 BEE DETAIL I/E3 FOR MOUNTING. C 7� C/ _ I 1 �. . -- �+ fill. FOR CaNTINUATI 7 L +1441 Q at I L TYPI P DIJIT aTrum OF T UZ7, ON DA X SIDE 13F LGLJMN. 7---7A INSTA.11- CONNECTORS 4ND BUSHINGS \ - / (2) 1 Ivcn LOC�TE ON NEAREST STRUCTURAL -2-F, (1;:) 59U CABLES ELEMENT ABOVE' TOP CENTERLINE To COwr-r- OF POOR. I 1/4 CA. TO TTB SEE D TAIL 3 CEL Ll FLOOR DUCT L-2 rOR �_.._ _^ IN FROM 2*C.U. TO TT12 SEE REGISTER WIRING SEE SHEET ELEC�� ----------- POWER IN FRONT -------- ELECT, POWER FLOOR ROOM — --pax- FUTURE COVERT S EILLANCE 00 Q 0 CAMER ION (T P, FOR 3). C COIL OIL P SECURE TO [IV,ROOF FTRUCT ft. rT- 11- Tj DATA I I I ri -T LIU- 1—ci ------ too* CL-13SET 4' C.0 FROM DATA SECTI (ABOVE) I i 11 I ,� 6 TO COME PM, 'DTC.' ON ? \ V C.0 FROM IEL SECTION -------------------------- I / I L- -1 1 1 IP, TO SECURITY BOOKKEEPING OFFICE CA IT �.�p- ---------------- L —96- I - �� I I--_--- I � if LD Ln I �-J LL, 3/4"C.O. VP ------------------------------ T y, -I I C it 1--- c:) + z 712 -- i ) -- -/-- - 1 01� Ac Z Ui I S z�!Tll] T -T il �-CILIIILITIT7 *04 1%72 LIS --I j SCALE: 3 /32"-V-0" AL f- 0 I.:,4j 0414 ?-..+4 4++444 .......... Hillili0jillf0i V"44ii4AAlAO114-++$+++44-#44++4++$-� 0 Li Z -a4 LLJ RUN 2- VC T13 KAIN SALES CEILING SPACE I L-) w w FIREMAN'S 4 1 'r K"-sm WRIlpt�:7-- IN FRONT OF BOOK KEEPING OFFICE AND r \—11- VC. INTO CEILING OF BOOKKEEPING, (A `49) Q� X .9 LOCATION KITH ARCHITECT INSTALL RG59U COVERT SURVEILLANCE CABLES AS SHOWN. CL C-1 (-I 8 OF LEGIBLE THAN THIS NOTATION, i 1 I I } 1 101 11rTH-tFw7D(')CWEN IS LESS III jIII llJrrj1jlJ11I1l 111i11 11 12�1 APRIL 26 11,493 12 4 5 I'T IS DUT-�; TO THE QUALI'T'Y No 30 THE ORIGINAL DOCUMENV. 13 1, --`1 f, ... �L 1i ii 111141 LT J. 91 5 i ��.. I IIII I I�� ,IIIIIIIIIIiII I I IIII Illl�llllllll . Il,ll Il,lllllllil�ll 111111111 IIIIililllllll�lill IIII II 7,11 +1 1 lf63 "I N T FUTURE P RA -41 TO DO- e13 OTTOM LIGHTS J 2 n G � 4"SQ. DP BUX AND 4" SQ. EXT. BOX I I /WITH 2-GANG PLASTER RING. (FOR LIGHTING I _ SEE POWER PLAN - CONTROL SWITCH PROVIDEG UNDER SEPARATE CONTRACT.) T" ---- ------ (2 MOUNTED 48" AFF, 6"O.C.) _--------.----- _ -��\,\ 3 1116 6 16 ? 3 ' 4 1 �, w \ ;4"C.O. TO LCS \ I I - I I z WIRING GUTTER t SEE FIRST FLOO i �� 1� 1 i j aJC p - ------------ --_ - _- --- - - - --- - - - - I CK c� CK Ti �; -- -- imnr ye SEE E-1 - 0!/1 / f BOOK FEPEf� 4 4 o o w 1 4 r- _tK � FGR L_IGH' I G C I I IN THIS AREA r _ —_� fes=- 4 COMP JTE R � ` 1 4 \ � I � w w w i T _ - 25 / POWER 16 _ - Ff2A f I I F11 , ,_ - - __ FLOWER - - ?, @L - - � --- - .__ -- -- (-n � cn OP " ;� 4 � 4 � v' w I PLAN I __ F9 25 L? �h,�t,4L 1 I I I �; SHOP - - --II - 2( L_2-16 - - - w o U P TO W z( J 2n Lam,.___ 25 I 25 ,- '7 - - _J t 1 / 2 2 HAL 2 2 - - - _ IST_ \ � � Z. ; _ _L_ - _ 2 I - - -- - ---- - - .- ___-I �- _ _ _ __ 1- _=.0 L'�I:�>;TL � �=-'--�••--�—��=__ "1 Z- __I. : f TYP. (� `- LJ_l ---- `-LCS WIRING GUTTER I 0 SECOND FLOOR LIGHTING PLAN O W //-1� J i �'_J C4 .)3 I �4� scale 1/8" = 1'-0" C1� Q-- CD ENTRY (MAIN FLOOR) LIGHTING PLAN ' 2 zl>> \ W --scale 1 /8" = 1'-0" 0 `/ ,1"C.O. TO COMPUTER RM. DATA TERMINAL CABINET ('DTC') — I _ LTJ CMY- - `— - - - -�-� 3 W/2-GANG OM _ _ ---- � 0 _ _,4' 0" 6'_0" f � 4 SQ. FLUSH �-60X W/2 GANG � - -- _I c �� DN. TO ENTR PLASTER RING + BLNK COVER, +12 `1 - • �.�-=—a�'• - UP TO LIGHT ~\;- i� -- SEE E-2 " i , 7= r-- - \ ----- - t�n i 35 1 C.O. TO SECURITY CLOSET EXH. FA _ URN. BY MECH L W J LIGHTING PLAID) 4 I ��^-� 7 _ �" 1 I I i P3-16 ' VERIFY LOCATION) I 7 +¢�, _ 1 C.O. STUBBED INTO < TRA!N'ING ------ -� -- - -- - __ TRUSS SPACE -- _ --- _� i —p2-73,75,77 - _ / - i/ P3-13 P2-69 fir- -- I I ! ��/ IG i� J ` ` 29' 30 C/1) Ff'AI�.F I 0 I �. KKE`•-I'E�f•: 27 � I - \ --fir- -- 35 35 , P 33,3 ,37 ^ ;-- ---- - - -_ — - -- ------ _ _ _.__ - IG -_� --_ - , _ r 0,3 _ B00 � P2 3 2 �- 7 ---- __ --•---t------- ,� �- ' P3-1�4 l_JJ!1 ,� 34 36 Sfi�. i - - I / l 1 3/4"C r �\ 27 )1„F I '_t? ; 9 /”- 29 38 LIGHTING PLAN / I f=LOGIEN, +60" 32 25 TT82 �-` -SEE DETAIL SEE 9R FLOC / 27 18 Q LL1 1 MELD •�� THIS SHEET I " 7 ,,I,,'r'E S I - �r j ' WOMEN (3 ©I I I; I 27 P -1 �1 I-- 10 P2- 7, 9 �� 298 - U D J 35 j /' I 1 T r� f -- - 03-7 - 2` I w -4 fa 2-18 t ,- �, I r1 AL- �" IL - _ I _ / -' r, DN. TO TS-1 IN +42" a w x 3 I ►----i' 3 I�2-4F±,42 ,cam'_. �� 4 _NP f� I L J R z L�_-__, 2 p2 p �' L2- I � i0+24" ^_ 'l_ _ __._ __._ - ,- -. = L-CT M' - -/ -- �L� �2 (VIA Wl446 GU ) ' r Y `� -- -. _._ 'T 1` .1-1 _. ' TQC t _ L'f� / - -- _ _- _ Lam_.�_ . _IS L�.-L_... - -�- - �- Ll- 2,12 412 16,12 812 1012 w 25 m 2 - , _ I l_ , i --4) 18- �&-3f 4- USRnCA6 T P2-2 4\ - FOR DISPOSAL- . / 6 --- -� P2 I J -{f•�t --/ / � EXH. F.4N ON ROOF (LAV.) o w 23-- ___1_ ..__ - ___- ._ ,. 6,8 � PIGTAIL a z ,�� J TTB _ P2-1 ' i STUB (2) 1 1/2"C.O. INTO CLG. VERIFY LOCATION. PROVIDE 24" . t .ti I `' ' 10,12 WITH PUG N P2-61 46"{ ! MT. SIGN J-BOX ABOVE CLG L L- �----- -� GU I / CARLON DUAL FLOOR BOX i L5-30R (iSOL. GRND.) RFC. ___-� IN CORRIDOR \ LCS WIRING �JUTTER J EASTRA ��- #EP76D WITH CONCEALED- HUBBELL !G 2610A OR EQUAL. SEE DETAIL-THIS SHEET E,�,_ _-6 _ _ ..'�_ TRANSMITTER_ _�- , i --- ---- — � - , .� i � 8 I - -MBWNT RECEPTACLE AND FOR EQUIPMENT LOCATIONS SEE 8 RECEIVER 3 �4"C.O.(L.V 1 COAXIAL COVER PLATE. _ `� VERIFY SIGN WIRING WITH \ R �8 J (TYPICAL FOR 2) SECOND FLOOR POWER PLAN SIGN INSTALLER �� 00 n 0 n - --7 scale 1/8" = 1'-0" a o � ENTRY (MAIN FLOOR) POUVER PLAN scale 1/8" = it-.011 LEGEND - LIGHTING, POWER, ABBREVIATIONS TYPE DESCRIPT10N MANUFACTURER CATALOG NO. LAMPS FIXTURE WATTAGE REMARKS a F1 8' FLOORESCENT STRIP FIXTURE, 277V METALUX SS296 2-F96T12 150 PROVIDE ENERGY SAVING BALLAST AND 3 - _ 12" _10" B SP-35 c �> CU ELECTRICAL SHEET NOTE F7 FIXTURE TYPE F7 2 X 4' RECESSED FLOURESCENT TROFFER, METALUX 2GS-240A 2-F40T12 90 ENERGY-SAVING BALLAST (SEE FIXTURE SCHEDULE) N r*, Co 277 V SP-35 Ln F9 1' X 4' SURFACE FLOURESCENT METALUX WS240A 2-F40T12 90 ENERGY SAVING BALLAST aril WALL PACK (J� JUNCTION BOX ° o M _ WRAPAROUND, 277 V SP-35 3 � n \ 0 m� F10 1' X 4' SURFACE FLOURESCENT METALUX WS240A 2—F40T12 90 ENERGY SAVING BALLAST FLUORESCENT FIXTURE - RECESSED TELEPHONE OUTLET. ROUTE 1/2" CONDUIT INTO ACCESSIBLE a - � �I WRAPAROUND, 120 V SP-35 CEILING SPACE OR BACK TO TELEPHONE TERMINAL BOARD. a > ° N FLUORESCENT FIXTURE - SURFACE _ L J r 1 F11 4' FLOURESCENT STRIP FIXTURE, 120V METALUX SS240 2 SP-352 90 ENERGY SAVING BALLAST p DATA OUTLET. ROUTE 1/2" CONDUIT INTO ACCESSIBLE co N o ,D R 18" U r� FLUORESCENT FIXTURE - WALL MTD CEILING SPACE OR INTO DATA TERMINAL CABINET, c,3 N,, J Q F12 2' SURFACE FLUORESCENT FIXTURE, WALL METALUX BC 220 2-F20T12 50 MOUNT 3" ABOVE TOP OF MIRROR. 112" MOUNTED WITH WRAPAROUND ACRYLIC SP -35 PROVIDE ENERGY SAVING BALLAST ►.p HID OR INCANDESCENT FIXTURE - WALL MOUNTED PANEL BOARD FLOOR REFRACTOR, 12GV _ {1} HID OR INCANDESCENT FIXTURE - SUSPENDED __-_ - - - - ONE i F13 NTHGOPALL LEXANTDIFFUSER NEc LOURESCENi METALUX VI 2��VEVR 2 F40T12 90 END�AND 0 BALLAST. MOUNT IVEOTI ALLY OR CEILING MOUNTED -'! CONDUIT DOWN r TAMPERPROOF CONSTRUCTION, 277V PER ARCHITECTURAL DETAIL --'� CONDUIT UP ( - D-TAIL [0] RECESSED DOWNLIGHT � CONDUIT IN OR ON CEILING OR WALL WITH (2) -- #12 --`- --! H3 METAL HALIDE LOW-BAY, 277V CROUSE-HINDS ILMI7MW 1- 175MH 210 WET LABELLED. MOUNT ADJACENT ROOF NO SCALE CONDUCTORS UNLESS NOTED OTHERWISE Panel 'L2' Panel 'P3' H4 METAL HAL.IDF LOW-BAY, 277V CROUSE-HINDS IL:'25MW 1-25OMH 300 DAMP LABELLED. MOUNT ADJACENT ROOF [] RECESSED DIRFCT'ONAL / WALL WASHER o TRUSS SLASHES INDICATE NUMBER OF #12 CONDUCTORS n 1 o -- 'TTB2' H5 METAL HALIDE WALL PACK, 277V LUMARK MHWL-100MOGM 1-10OMH 130 WET LABELLED E� EXIT SIGN - WALI. OR (:FILING MOUNTED IN 1/ 2" CONDUIT, OTHER SIZE CONDUCTORS �V TU cN 0 4' x 3' x 3/4" Fire Retardant � EMERGENCY LIGHTING UNIT - (WITH LIGHTING HEADS) OR CONDUIT AS NOTED. p O H6 ENCLOSED LOW—BAY HID FIXTURE WITH HOLOPHANE BL2E-40LMFI—MT 1-40OMH 456 PENDANT MOUNT ON WHITE METAL STEMS. Q o Plywood, Painted White. 507 UP & 507 DOWNLIGHT AND -L-E--5 COORDINATE MOUNTING WITH CEILING HOME RUN DESIGNATION 0 REMOTE 277V BALLAST SYSTEM. VERIFY HEIGHT WITH ARCHITECT SWITCH - SINGLE POLE 120/277VAC,15A _ R; --- o ` S ecial S stems Conduits T Ical / -' W P y (Typical) $3 SWITCH - 3 WAY 120/277VAC 15A L1 - 1 ,3 -.v, NOTE: DOT INDICATES #12 GROUND WIRE O F- 'I_CS' �B Others) H7 CEILING REC`-SED HID DOWNLIGHT WITH MARCO LD527258 1-175W 220 INTERICR. PROVIDE CLEAR ALZAK REFLECTOR _ y ") See Sheet E-3 for Routing. MIN.) 5.4FETY GLASS, 277v. (s.c. 1.3 COATED MH AIJD TRIM RING $a SWITCH - LOWER CASE LETTER DESIGNATES BRANCH CIRCUIT NUMBERS Z Panel P2 'TS1 ' -- 1 1 /2"III C.O. To data t,3rminal cabinet SWITCHING ARRANGEMENT C� H8 WALL MOUNTED HID CUTOFF FLOODLIGHT McGRAW-EDISON FC1158S 1--250W 300 PROVIDE WALL MOUNTING ADAPTER AND AIM z [ f� in compul:er room. WITH HORIZONTAL 250W METAL HALIDE MH DOWN TO WASH FACE OF BUILDING RECEPTACLE - DUPLEX 120V -- ---- --- CONDUIT UNDERGROUND OR IN SLAB ---- - -- •---_ -_ -, \ ---_--�-- �\ , ` LAMP, 277v IG RECEPTACLE - ISOLATED GROUND -- - V V ----------- UNDER FLOOR DUCT, WALKERDUCT NO.2 LLS WIRING GUTTER fE R HS WALL MOUNTED HID NARROW RF.�M HUBBELL MIC-0175H-338 1-175W 210 PROVIDE WITH TRUNNION BOX OPTION FOR q � 2.4-hour Time Switch 6" x 6" X 36" NEMA 1 Wirewa FLOODLIGHT FOR 175W METAL HALIDE CLEAR MH MOUNTING ON VERTICAL WALL SURFACE with Carryover. For y LAMP, 277V. BEAM SPREAD FOR 18-1 RECEPTACLE - FLUSH FLOOR MOUNTED AFF - ABOVE FINISHED FLOOR y Mount 78 AFF to Bottom FLOODLIGHT: 3 X 3 (MAXIMUM) Control of Bathroom WP - WEATHER PROOF �"• Rjute controlled cir(_uits through O MOTION DETECTOR, INFRARED TYP - TYPICAL Exhaust Fans. T1 SINGLE-CIRCUIT LINE-VOLTAGE LIGHTING HALO L650P SERIES '--75W 900 20 FT. OVERALL LENGTH OF TRACK. CENTER WITH LOAD RELAY RATED 120V,15A, CLG. SURFACE MTD. - � wireway arid label per Sheet E-5. TRACK, WHITE, 120V. PROVIDE 12) L730P FIXTURES R30 PER BETWEEN ROWS OF OVERHEAC FIXTURES IN UP CONDUIT UP TRACK FIXTURES FOR 100W R2 LAMPS FIXTURE FRAME SHOP HID - HIGH INTENSITY DISCHARGE • PUSHBUTTON, LOW VOLTAGE UON - UNLESS OTHERWISE NOTED X1 EXIT FIXTURE, SURFACE MTD., 120V SURE EXIT 2--15W 30 INTERIOR NOTE: X2 PATHWAY FIXTURE WITH 2 HEADS 120V SURE AA-1 2-1.5W 15 INTERIOR ( BUZZER, LOW VOLTAGE �' �' J Uj I FRONT ELECTRICAL ROOM_ VERIFY EQUIPMENT DIMENSIONS, MECHANICAL DUCTWORK X3 EXIT FIXTURE, SURFACE MTU, 120V SURE UMX-201 2-15W 30 EXTER OR, WET LABELLED J Y � Ix o ScUlc 1 %2_" 1'-0" AND PROPER WORKING CLEARANCES BELL, LOW VOLTAGE X4 PATHWAY LIGHT WITH 2 HEADS, 120V SURE UMB-1 2-9W 20 EXTERIOR, WET LABELLED w a PRIOR TO INSTALLATION. DT TRANSFORMER o ~ Uz U � 3 w w w 3 aX Ce _ ¢ _ ca n_ ca U " v) ;r) '� CJ f 1 ' IIF THS8 DOI'NMENT IS DESS IIS III III III 111111 Ilf�1 11 Ill I'II Ili >jl 1�� 1 i 'I r l ' JT I)r lil r .I � III I l.11 III III I I III III I III III 11111I1LEGIBIE THAN THIS NOTATION, 1 - .___ 2� 3 `t1-. J . I 16 I I _!1 I 111 p I ---. I 1� 11 I 12� APRIL 2 G 1993 1 - --�-- IZ IS DUE TO THE QUALITY OF' No 36 .,� ,..... T1IE ORIGINAL I)OCtIMENT. --- -- --- - -- - -- -- - - --- -E 8�Zi�Z I E �-Z tZ y 0v 8�T Bi LT 91 9I fit f-TI i ZT I tt I �i 6� 8 L 9 1111!illl IIII II9I�I I I'I��I I II�IIIIIIIIIIIII Ill IIII IIII�III Illlllllllllllil IIIIIIIII III1�1 I Illlillll Illl�llll�llll�llll�lllllllll ll�lllllllllll�lllllllll�llll IIII�IIII IIII III► IIII�IIII llll�llll IIII IIII!i►Il�ltli IIII�IIII Illllull 1 �11� �II IIIIII�II IIII I I � , IIII 111111 l I II I � I 111t1:1 I I I I I ,mal 'A•YI�M!i_�l-�Vf. •.jT . neral notes sheet index , " � .. f 1. THIS CONTRACT IS L11`11TEU TO THE 51-ATEMENT CIVIL '">RAW,_- _ DRAWINGS '� �� OF WORK A5 NOTED IN PROJECT MANUAL. S1 FUUN r•, � STRUCTURAL GI SITS PLAN FOUNDATI PLANS AND STRUCTURAL NOTES 52 FLOOR FRAMING PLAN AND NOTES ' 2. GENERAL CONTRACTOR SHALL VERIFY ALL EX15TING COND TIONo PRIOR TO GOMENGING WORK ARCHITECTURAL DRAWINGg 53 OFFIGE/MEZZAN!NE PLANS ---- LIJIN-.-- Ai SITE PLAN AND NOTES 54 TYP. FOOTING DETAIL5 3. I'�J NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS BEFORE PROCEEDINCs A2 FLOOR PLAN AND NOTES 55 TYP. ROOF FRAMING DEI AI1_5 I /\ WITH WORK. NOTIFY ARCHITECT CONCERNING QUESTIONS, CHANGES, OR `So TYP. ROOF FRAMING DEtAIL5 2 • A3 ENLARGED PLANS AND NO'-E5 r OMISSIONS. IN THE EVENT OF GONFLI„T5 OF CHANGES BETWEEN DE AIL5 51 ROOF FRAMING DETAILS FOR NURSERY t LUMBER F� - wear o� --rcw w�e►�o roM r T ' ' A4 ROOF PLAN AND NOTES 6 _-`0U M " M ROAD arc �°i''"�� OR BETWEEN THE PLANS AND SPECIFICATIONS NOTIFY THE ARCHITECT 58 TYP. TILT-UP PANEL DETAILS IMMEDIATELI'. A5 ELEVATIONS AND NOTES Be ELEVATIONS A6 SECTIONS AND NOTES A" WALL 5ECTION5 AND NOTES 510 TYP. TILT-UQ P4NEL5 4. CONTRACTOR 5; 'ALL BE RESP•DNSIBL.E FOR PROVIDING ALL WORK AND _, uF r A8 5_ _GULFS 511 TYP. LOADING DOCK FOOTING SECTIONS MATFF'cIALS IN ACCORDANCE WITH ALL. APPLICABLE CITY, COUNTY AND 512 STRUGT',iFcAL DE:TAIL5 '" �? (? C� - .•- LOCAL BUILDING AND FIRE COD=S AS REQUIRED. A9 FIXTURE PLAN i T MCDONkb - A10 ADJOINING RE TAIL •� 3 5TRUG URAL DETAILS ELECTRICAL DRAWINGS J 5. CONTRACTOR SHALL V151T JOB SITE AND VERIFY AL FIDIMENSIONSS14 STRUCTURAL DETAILS - - L FIELD N �'- [- 515 STRUCTURAL DETAILS E1 LIGHTING PLAN AND NOTIFY ARCHITECT OR ENGINEER OF ANY DISCREPANCIES BEFORE MECHANICAL DRAWINGS J --- ---��- -- - 516 STRUCTURAL DETAILS E2 POWER PLAN . `y' � � � � ;%✓ �- : ,�..- � , ::T�- �"r�� Pr?OCEDING WITH WORK. M1 PLUi•iBING PLAN 3�" TAI RE NING WALL E3 SPECIAL 5`'oTEMS 6. FINISH FLOOR REFERENCE_ DATUM EQUALS (0.0). REFER TO TOP")GRAPHIG M2 HVAC PLAN 513 STRUCTURAL DETAILS PLAN! '7i 1ERGENCY/EXIT ` SURVEY FOR ACTUAL SITE ELEVATION. LIGHTING:; F'1_AN project data E4 SERVICE AREA 0 / I 3 1. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL M +� LL BE PRESSURE _ LIGHTING/POWER t. W TREATED WOOD OF ANY SPECIES OR FOUNDATION GRAD1: CEDAR OR REDWOOD, LOCATION: TIGARD, OREGON FIXTURE SCHEDULE � V) ,.t, '< ALL MARKED BY AN APPROVED TESTING AGENCY. ZONING: GG t LEGEND c PROPOSED USF" RETAIL. E5 DETAIL SHEET n w 8. ALL WORD FORMci USED FOR CONCRETE IN THF GROUND OR BETWEEN KAON° "' D�1O SE15M'C ZONE: 2S E6 PANEL SCHEDULES NE FOUDNATION SILLS AND THE GRC�+ND SHALL BE REMOVED. �e�Anow r c _ w CODE: UBC 1988 E1 DETAIL 5,4EET PE 111-N FULLY SPRINKLED GON5TRUCT!ON TYPE: TY ' 9 D . DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE O` MASONRY, 3 CAR�vAI*4 N �l �J OCCUPANCY TYPE: B2 W r sores - -- I CENTERLINE OF COLUMN, UNLESS OTHERWISE NGTEC>. _ n o r� OCCUP,'•NCY LOAD: 1781 OCCUPANTS VALUATION: s1.4 MILLION r� 10. ALL GYPSUM WALL BOARD IN MOISTURE PRONE AREAS TO BE WATERPROOF 14 131-11M'A' ` - - - -- SEE SPECIFICATION. U -�► V,OYO 8F. ' consultants N ;r �� -�__ -- - -- _-- - - -- -- - 11. SURFACE MATERIALS WHICH ARE PART OF THE FLOOR-CEILING WALL_ ASSEMBLY 514ALL BE INSTALLED PRIOR TO FINAL !N5PECTi :.�ON. CDS A-1,sing= CI /S _ VILURVEYIN(a Nr IN I e►+oFa 12. PROVIDE DRAFT STOPS, FIRE3L.GCKING AND FIRE570P5 AS RED. BYWESTWOOD CORPORATION K.M. MAW ASSOCIATES I� �� `J ! ' meo 303rD S.W. MCN AVE., SUITE 200 810 3RD AVE., LOBBY 1 N -� r-- - - - -- -- - - -- - - - - - ---- - - ._ .--- - - ----- THE UBC. ,- PCR- LAND, OR '51201 SEATTLE, WA 98104 � � ' PH: (503) 222-2000 F'H: (206) 624-'114.' o r 13. ALL WORK SHALL COMPLY WITH THE UNIFORM BUILDING Gc:!-,E, AND N CONTACT: JERRY FOY CONTACT: JOE MAUI f` / IL ALL OTHER APPLICABLE GORES. a lRNSt GODRPI-NAT000�2_ GEOT C:HN'CA^ Q `L Q' 1, d /✓ / 14. PROVIDE SMOKE RETE ,TORS A., SHOWN OR AS REQUIRED. LL- > ERNST HOME: CENTER Q a) ; L. R. SQUIRE ..SSOCIATES INC. 1511 6 Tia AVENUE 4255 OAK RIDGE ROAD o 1041 fi�IK K" I rr `U _ CITY OF TI aARD 15. ALL INTERIOR PARTITIONS NO TO UNDERSIDE OF STRUCTURE ARE +� :ii --?33'_x__ T �`--- "c�R -- Apt++raved..................... ' c �' TO BE LATERALLY BRACED AS REQUIRED B'►' UBC. SPEAT(L , WA 961�gP.C.Con .. .Approved ..................................o. 2 Do 21- LO BOX 1311 oo '• 5 LAKE OSWEG'�, CR 91035 +� `n rq 'A', I 45 ; For N or only thework as described in: 16. ALL. SUSPENDED CEILING PANELS ARE TO BE LATERALLY BRACT D AS CONTACT: ROB K!NG/I--)AN 5TERN5 PH: (503) 63E)-4419 < / NiAaxr lIAMM 1"1 Slett.r to:Fo;'ow... . ....... .. ......... F ee .� t- REQUIRED BY UBC. CONTA':T: SAIID BET-+BOODI Att^Ch....... ....... ........ ......[ �: r A_CHIT GT_ �1-�-1'RICA � T: `- N a� ,`� _-R _ �._ G - �_CONSU�AL _ a� �- r. / -- - J ��. `' - - PETER SGNROEDER ARCHITECTS DWYER ELECTRIC +" N - - - - J Jou Add s' �� -�-- N o -"s - - - --- gross building areas 1904 3RD AVE., SUITE 1005 21828 81TW AVE. S.E., SUITE A ` Cn BY' Duto:�bl1�H' . - SEATTLE, WA 98101 WOODINVILLE, 11�A 98012 L N - r GEN-ERAL SALES 41,214 5F PH: (206) 223-0393 PH: (206) 481-0883CO o =BANE SHOP t FLOWEF: SHOP 995 �` .�, CONTACT: MICHAEL C.. BARNETT CONTACT: JOHN DWYcR a site plan NOTE: THIS PLAN 15 FOR BUILDING SETBACK t GENERAL OFFICES ; SER`/ICES 986 5F �/i SITE LAYOUT INFORMATION ONLY STOGKROOM 7�' A. >02 SF STRUCTURA�_NCsiN R_ CL z _-- _____.-_ -----__--- K.M. MAW ASSOCIATES c T A. TOTAL MAIN FLOOR HEATED SPACE 46,11-1 5F RC AVE., LOBBY I (/1 NOR !� o J C✓ 810 3, ------�---`� _ � SEATTLE, WA 98'04 k-;CVEREID LUMBER 1508 SF PH: (20(o) 624-1146 Q COVERED NURSERY 2141 SFCONTACT: JOE MAW OPEN NURSERY 6211 5F '► U � � r � U _ v d r4'� T.•' r�'",�:, �l � �'NE LItrar��1 pFFICE B. OUTSIDE SALES s STORAGE 15,920 SF �� legal description OUTSIDE - p . . . L, r O U 1] VESTIBULE 416 SF Q� `�' / BEGINNING AT THE QUARTER CORNER OF THE NORTH LINE OF SECTION 15, TCWNSHIP 2 - GONG+:T'iQP,i.:•,LLY f�PPI�GVr:.Ia . . . . . � � � Q d OFFICE 2ND IF -COR 1305 SF ly / ®" SOUTH, RANGE I WEST OF THE WILLAMETTE MERIDIAN IN WA5HiNGTON COUNTY OREGON: APPROVAL OF PLANS 15 NOT AN APPROVAL OF ELECTRICAL ''1EZZAN!NE 250 SF (9' rL THENCE NORTH 89' ✓1' 2i' EAST ALONG THE NORTH LINE OF SAID SECTION, 201.21 r„ OMrS I(}N;(-'-!I OVERSIGHTS. _ _ _ _ _ _ _ _ SEJ- J "HFG LE1TE'�. , . , . I G'ANCILLARY/MEZZANINE SPACES 1911 SFS \ n,� 4{p� FEET: THENCE SOUTH 00' 02' 39' EAST 57.00 FEET TO THE TRUE POINT OF BEGINNING: • ❑ L_..__.__-_-__. THENCE NORTH 89' 51' 21' EAST PARALLEL WITH THE NORTH LINE IF SAID SEGT!ON 15, TE D. TOTAL FIRE SPRINK;_ED AREA 5 ,191 SF ' % /J ry A DISTANCE OF 55.00 FEET: THENCE NORTH 88' 40' 58' EAST 34822 FEET: THENCE �/ �- - _ -------- - ---� \ /J/ SOUTHEASTERLY' ALONG THE ARC OF A 25.00 FOOT RADIU5 CURVE TO TI-•iE RIGHT (THE S1 rr�bols abbreviations (INCLUDES ALL AREAS EXCEPT OPEN NURSERY) �/ ! S '�' , CHORD OF WHICH BEARS SOUTH 45' 44' 02' 35.11 FEET) A DISTANCE OF 39.18 `FET TO �i A POIN ,T• WHICH IS 30.00 FEET WEST OF THE CENTERLINE OF 5W 113TH AVENUE: THENCE BUILDINCs/WALL SEGTIOE1S � DI'"'ENS!ON TARGET CBL ')O�BL.E GA GAUGE O.C. ON CENTER Tk< THICK �'� SOUTH 00' 03' 02" EAST PARALLEL WITH SAID SW 113*H AVENUE, A DI -TANCE OF 511.69 i! �► - SECTION IDENTIFICATION L ANGLE INEPT IDE.PAR7 FNT GALV GALVANIZED O/ (VER T45 TOUNGE t GROOVE ' FEET: 7HENCF_ NORTH 89' 58' 42' WEST PARALLEL WITH T►4E SOUTH LINE OF PARCEL III g AT DET DETAIL G.C. GENERAL CONTRACTOR OPP OPPOSITE TEL TELEPHONE AS DESCRIBED IN A REAL ESTATE CONTRACT TO WILLIAM BROWNSEN 'I ANC JUDITH M. 0�1I)� �- LOCATED ON SHEET CENTERLINE DIA .DIAMETER GL GLASS OF-0J. OWNER FUI,�ISHED T.G. TOP OF CURB C .� DIAMETER OR ROUND n!;-1 DIMENSION GND GROUND OWNER INSTALLED T TREAD BROWSEN, RECORDED SEPTEMBER 16, 1980, A5 RECORDERS' FEE X10. 80P32465: A o �Y IIIA, DOOR SYMz .% L PER PENDICULAR GN DOWN GR GRADE OF.C.I. OWNER FURNISHED T.J. TROWEL JOINT DISTANCE OF 496.04 FEET: THENCE NORTH 00' 02' 39' WEST 144.x3 .-ECT: THENCE C ? POUND OR NUMBER DR DOOR GP GROUP CONTRACTOR T.O.P. TOP OF PLATE SOUTH 89' 51' 21' I'EST 7.00 FEET: THENCE NORTH 00' 02' 39'WE J r 345.83 FEE i': a- Z _ r, A.B. ANCHOR 501-T D.S. DOW' SPOUT G.115. B B. GYPSUM WALL OARD INSTALLED T.P. TOP OF PAVEMENT THENCE NORTH 89' 51' 21' EAST 13.29 FEET: THENCE NORTH 00' 02' 33, W 6 EST 98.© U P NOTE/PAINT REFERENCE WALL TIRE � %.T. AGOU5TIGAL CEILING- TILE DWG DRAWING GTP GYPSUM T.W. TOP OF WALL FEET TO THE POINT OF BEC INNING. A.F.F. ABOVE FINISH FLOOR C3 � PL PLATE TYP TYPICAL_ � C ` ASGR AGGREGATE E EAST HDWR HARDWARE PLYWD PLYWOOD T.O.M. T,'-)f= OF MASONRY ALSO BEGINNING AT A POINT ON THE EAST LINE OF THE NORTHWEST ONE QUARTER OF 0011 Cd I- DE-AIL ALUM ALUMINiJM EA EACH HDGP HANDICAP PP PLATE T.O.C. TOP OF CONCRETESEG.r ION .5, TOWNSHIP 2 SOUTH RANGE 1 WEST OF THE WILLAMETTE MERIDIAN IN DETAIL IDENTIFICATION ANDD ANODIZED E.'1=.5. EXTERIOR INSULATION HDWD HARDWOOD T.O.W. TDP Cr- WALL WASHINGTON COUNTY, OREGON WHICH POINT BEARS SOUTH 00' 08'50" EAST 64.5.11 FEET NORTH ARROW ARCH ARCHITECTURAL FINISH SYSTEM HB NOSE BIBB R RADIUS OR RISER FROM 7NK ; (SEE PROJECT MANUAL) - ASPH ASPHALT E.J. EXPANSION JOINT HC HOLLOW CORE RD ROOF DRAIN U.B.G. JNIFORM BUILDING CODE FQUARTER CORNER ON THE NORTH LINE DF SAID SEC i ION: THENCE SOUTH 00' 08' EL ELEVATION HM HOLLOW ME1AL REG RECOMMENLED UNF UNFINISHED 50' EAST ALONG THE EAST LINE OF THE NORTHWEST ONE QUARTER OF SA' D SECTION, A BD B0,4RD ELEC ELEGTrcICAL HORIZ HORVONTAL REF REFERENCE U.C.N. UNLESS OTHERWISE NOTED D15TANGE OF 83.11 FEET TO A POINT WHICH IS 20.00 FEET NORTH 00' aD1;0'8 0' WEST ;e N'ERIOR ELEVATION BLDG BUILDING ELEV FLEvATOR HR HOUR REINF REINFORCED FROM THE SOUTHEAST CORNER OF THE TRACT OF LAND CONVEYED TO MOUNTAIN !SARK L=LEVAT'ON IDEN7iFiGATI0N --- - - - CENrER LME BLK BLOCK SNCL ENCLOSURE NT HEIGHT REQ'D REQUIRED VERT VERTICAL HEALTH CARE FACILITIES, INC., BY REAL ESTATE CON~RACT RECCRDED IN BOOK 1121, - - LOCATED ON SHEET E3LKG BL!OGKING EP ELECTRICAL PANEL RM ROOM PAGE 125, DEED RECORDS FOR WASHING TON COUNTY OREGcDN: THENCE SOUTH 88' 19' 48' - - - -- PROPERTY LINE BM BEAM EQ EQUAL INST IN5TALLA1;ON RWL RAIN WATER LEADER W WEST WEST 65021 FEET TO AN IRON ROD ON THE EASTERLY RIGHT-OF-WAY LINE OF S.W. i. ROOM SYMBOL E30T BOT'O''' EQUIP EC:2U1}�MEN7 INSUL INSULATION W/ WITH PACIFIC HIGHWAY AND MARKING THE SOUTHWEST CORNER OF SAID MOUNTAIN PARK ;�EALTN LJ ., xi BUILT UP ROOF EXIST EXISTING CARE FAGIL_ITIES TRACT: THENCE NORTHEASTERLY ALCNG SAID R-11- 'IT-OP-WAY ON THE ARC Q OFFICE �--- ROOM NAM)! NEW CONTOUR � NG INT INTERIOR S SOUTH WD WOnD EXPO EXPOSED 5C SOLID GORE WH WATERHEATER 111 _i - ROOM 'NUMBER �I CAB CABINET EXT EXTERIOR All LAMINATED OF A 3169.12 FOOT RADIUS CURVE TO THE RIGHT (THE Ci40RD OF WHICH BEARS NORTH 5C"ED SCHEDULE WDW WINDOW (yCy ' '-X' CB CATCH B.- SIN LB POUND SHT SHEET W/O WITHOUT 14' 35' 31' EAST 400.-12 FEET) A DISTANCE OF 400.91 FEET TO AN IRON ROD OPPOSITE I_LJ cn S�'`vG CONTOUR GEM CEMENT FD FLOCIR DRAIN LOG LOCATION SH-"G 51•IEATHIN6 WP WATERPROOF ENGINEERS STATION LN 212,45.13 P.S.G.: THENCE NORTHE,437ERLY CONTINUING ALONG f-- �,J b A GRID MARK!=Rs GN GHANNEL FE FIRE EXTINGUISHER /- SIM SIMILAR WR WATER RESISTANT SAID RIGHT-OF-WAY LINE ON THE ARG OF A SPIRAL CURE TCS THE RIGHT (THE CI-•�ORD OF �--- LETTCRS IN ONE DIRECTION GJ CONTROL JOINT FH FIRE HYDRANT I.1ATL MATERIAL SPEG SPECIFICATION L15CT WAINSCOT WHICH BEARS NORTH 11' 46' 13' EAST 1.13 FEET) A DISTANCE Or- 1.13 FEET TOA L� ? sU - NUt"BEDS IN THE OTHER REVISION CLOUD GLCis CEILING FIN FINISH MAX MAXIMUM SQ SQUARE WT WEIGHT POINT ON THE SOUTH LINE OF THAT TRACT OF LAND CONVEYED TO HERBERT W. DA'+'SON � � j U ---- -- - - CCLEAR FLR FLOUR MEGN MECHANICAL 5TD STANDARD AND BETTY JEAN VA1'SON BY PEED RECORDEL) !N. QCCK 419 PAGE 136 �, n FOR DEED RE OR_ S 2 IpEN71F1'ING NUMBER COO GLEAN OUT FLUOR FLUORCSGENi' MPR MANUFACTURER STL STEEL YD. YARD DRAIN Li'ASNiNGTON COUNTY, OREGON THENCE NORTH 89' 50' 18' WEST ALONG SAID SOUTH LINE, -- GOL COLUMN FOUND FOUNDATION M.N. MANHOLE STOR STORAGE A DISTANCE OF 10.49 FEET TO A POINT MARKING ,',N ANGLE POINT !N SAID HIGI-;WAY s GONG CONCRETE FF-''1G FRAMING MIN MINIMUM 5TRUG STRUCTURAL U tJ �J CONN CONNECTION FT FOOT OR FEET MISG MISCELLANEOUS SU.SP SUSPENDED RIGHT-OF-WAY LINE: TOENCE NORTHEAEATERLY ALONG SAID RIGHT-OF-WAY LINE ON THE , CONST CONSTRUCTION FTG • FOOTING MTU MOUNTED 64V STAIN t VARNISH ARG OF A 3119.12 FOOT RADIUS CURVE TO THE RICzHT (THE CHORD OF WHICH BEARS Z DONT CONTINUOUS FURR FURRING MTL METAL SVC SERVICE NORTH 11' 31' 24' EAST 2.02 FEET) A DISTANCE 2.02 FEET TO A POINT OPPOSITE GT CERAMIC TILE F.OJ FACE OF MASONRY M.O. MASONRY OPENING 5Yi'1 5l'1"1METRICAL ENGINEERS STATION LN 212+45.13 P.S.C. THENCE NORTHEASTERLY ALONG SAID RIGHT- ' CTR CENTER F.C.C. FACE JF GONCRE TE S/'W SIDEWALK OF-WAY LINE ON THE ARC OF A SPIRAL CURVE TO THE RIGHT OF (THE CHORD OF WHICH GT5< COUNTER SINK F.D.S. FACE OF STUD N NORTH BFARS NORTH I3' 31' 45' EEAST 312.85 FEET) A DISTANCE OF 312.88 FEET TO AN IRON I �n ti- �� , CMU CONCRETE MASONRY UNIT F- .O.F. FACE OF FINISH N.I.G. NOT IN CONTRACT OIG. FURNISHED BY OWNER NO NUMBER ROD OPPOSITE ENC�iNEERS STATION LN 208*1P�.13 F'.5.: THENCE NORTH 20' 34' S8" EAST 1.01 FCONTINUING ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 3626`1 FEET 70 A IRON INSTALLED BY' � I T.S. NOT ro SCALE CONTRACTOR �j ROD: THENCE NORTH 65' 21' 40' EAST 28.16 FEET 70 AN IRON ROD ON THE SOUTHERLY i RIGHT-OF-WAY LINE OF THE RELOCATED PORTION OF DURHAM ROAD: THENCE SOUTH 69' 30' 00' EAST ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID DURHAM ROAD, .9 DISTANCE s 3t8t �, 135,49 FEET: THENCE SOUTH 00' 02' 39' EAST 362.38 FEET: THENCE NORTH 8g' 51' 21' �` EAST 29.18 FEET: THENCE SOUTH 00' 02' 39' EAST :3133 FEET: THENCE SOUTH 89' S1' CY PETA W. SCHRGEDER 21' WEST 1,00 FEET: THENCE SOUTH 00' 02' 39' EAST x+4.12 FEET. Ti-aENC-E SOUTH 'P.- 59 58' 42 EAST 130.If3 FEET TO THE POINT OF BEGINNING. r I_ . 2 SEA, gIJP � , �' x. Owl • t II0SI -------- 7 - 1�- 1GBI !I1I I ILGI3 ;E THAN TPIS NOTATION, LUIIF THIS DOCAMFNT IS LESS II1Til 1ii11j1 I� 1'Yr � Cl �J APRIL 26 i 9 q32L IT IS DUE IO THE QUALITY OF -� THE :..craw.. dl� Rq!R7J No 36 � ,may__ I IHE ORIGINAL, DOCUMENT. - -- --- _. T ___ ___ _ _ _ ' . £ RZ RZ LZ til IZ 0Z 6i gt Lt�-9t 41 itI I Ei ZL Ct --o-�I � ti I IIIIIII IIIIIIIII II11I1111�111111111 IIIIIIIII IILIIIIiIIhIIIIIIiIliIIIIII�IIIIIIIIIIIiIIlllll Ilil�l Illill IIII�IIIIIIIIIIIIII�! 1 I II' II IIII 11J,Il11111! IIlllllll111111 I1I.l Il111li �I II Illl�il.11ll IIIIIIIII ,IIINII , L—J V OIL. VMVL 1 t-AI,�I IIY 44 w I " EXISTING CURBGAS - y EXIST, AND STRIPFING -- �� - --- --•----- ----- \ �`: W TYPICAL ` TRS EX16TIWA \ \ DUMPST R , I 7 EXIST CB co tf,r 'f f�lti- t ----- �� note EXIST. NEW SIDEWALK -- f I b pWR df p 't•'�' 'R.• --- AND CURB ARE l MTR U I. ALL VONSTR:JGTiON l8 I _ ~''---� _ ��GE FART OF BUILDIt�a I I X 1�5.m1 = F-IN FLOOR ► ' '1' "� �,\ OF - CONTRACT SEE A7 f I a 1 N EDGE OF EXISTING ' '• . NEW LNLES5 NOTED AS EXISTING / W d xisrlry PA w �X( PAVING 7. VERIFY ALL EXISTING CONDi"ON5 + `�� SING �- !il i - END OF EXISTING- EXIST. PWR SIDEWALK i MTR _� -- - - _ - - -_ - - _ - - --- - - - - - - - --- - - - - -- - - - - - - - - - - - 1,3 \ - -- NEW CURB AND � STRIPPING TYP. S` UTIL abbreviations / \ -- ---- - -- — -- - _ _ - -- - - - - - _ MATCH EXISTING \; ^ \,b POLE retal buk*V � ', . � 1-15.01 = FIN FLOOR a• GB CATCH pA5'N � � ! I \ r - - 6 B�QP -1-- 1,5 \ / -- - ESD EXISTING 5TORf' DRAIN �17Z�5 �1ri N Z ° ESS EXISTING 9AN!T.4R''' SELLER ' '� .- ' \ Q X`n rn cA y�j ---- GONG. STcPS 1 - - - - — CUD--- - - -- / -- 1114 SIDEWALK j I / -� MATCH I 11 \ TtI 1'11 EXISTING 1 , � U1 I 1 lu u Q EX 5 T 1`+G c WT%R METER 3 \\ J• •: I ?� 0 Q) v n � 01 EXI5TIVG ' � f STAND PIPE � IUD \ 1,� I I - - I o , N GB MATCH I N / EXISTING t. \\�� h .a r ' / �r! Imo .-- J \ X O Q Q 7"N-7 —7 0o0 U) Z W a Q� C --- _ - Q : X / \� 0CD U � (Qn pL I CL N CN W C, EXISTING '" ; lU Q 0 0 N 9 � � I O ct� cn / LIGHT POLE � I � ,r � � 73 �. L. (n O RELOCATE I I ! ' n _ I 'r N n n U Lr) C w \ I (n O _0/ I lu I t 1"`3 DRIVE r- 51DEWALK ; I / Z I u Q) --\ �- - Q W EXISTING ca I 5TH o�_ 169.9 -� _� I ; I 45'-0' r� z KEY BANK , I MINIMUM -tMINIMUM BUILDING / �\--- _ -- - -- - -- - - -- - - -- — - - --- i \ - i o v Ir rn j I Q *: +. _ EDGE OF E>�ISTR,6 � � ---- ' �------- _ ASPHALT P VINCs N I / CD 168 1- - Ic X „ I i ! w Q Q CD lI \ \ N ' I' //' /+ r r I � (-) '.`` •, `., - ', ', v� - J EX16tING �e `, �� - ; nursery � � ' V IE °I° I BOLLARD AT CORNER TYP. 01 I Q X 12' LOADING � �• \0 EDGE OF STRIPPING -- - _\ �rT MIN. EXISTING I l(L ' / AT jm' RADIUS CURVE STAND PIKE Qj Q PLATFORM W/ I WIDE CURi3 AT DRIVEWAY - �+� ,� i' \ ASPHALT ,� I PROPANE TANK - \\ / \� W I (,n EXISTING GB ` \ - _ _ j `✓ (� I ; - - -�;y Ftp " / z Ex STING -- - ------ _ - �- I 11' I T ----- -- \\\- - \ < '�� - lI + ! r I 1 \\\� �- EXISTING \ -- ---- -� - EX G CURB I r , \ +� \\>> \ \\ C8 ---- \\ \ \1 \�a \� f y I - E 59.5 \ \\ \ \\ \ �\ �' \ \ '� 0 „moi-1 �T REMOVE 15T' m AT WEST END \ \_ \1� _ / EDGE OF EXISTING PAYING \\'` -- EEP r � , + , TA NING WALL s I_I I ( ) -10'-5' WIDE STFJPPE�.) ' �-A CP pyo L9 a° cA EXISTING D Wil--*�-,-L'r -+-N W RETAINING - Iy / EDGE OF EXISTING 24' DRIVE LOADING AREA AT 1j f___ TELEPHONE-- ! I t I - --- E55 ---- - -- ES ---- WEST SIDE OF PLATFORM - _ - VAULT , I 1 RLOGATE C� \? - - / \�(O 169 „ 1 : I LIsNT POLE I I l _ I EDGE OF EXISTING PAVING - JTZ 1 159.07 -.'--_ - -- — --- -- ESD ESD ESP SD RB - ------- ----- - EXISTING CURB RETAINING WALL I EXISTING CU - - EX,�T _ - _- -- --- - --.__ _------- - - INC FENCE JJ ' ANGLE: END ____----------------_ - --- - - N 45 DEG. ---------------------- -- -_ __ ___-- a 5?F<IPE PAVING 4' TYp. --- ------ ---------------- - -- 3081 -- ------------- -- --- --------------------- I R� W. H EDEA ►�-j t { PROPE RT1' LINE PROPERTY LINE _ _ .___ _ _ � ,,- SEATTLEWA O k OF F�lJF921:IC►41. t �a►: ,,, fear grading only k IIF` TH%S DOI #WENT IS LESS III III III 111 111 III III' T�IIIII rjr ljl f T �� I �`' 1T 1�f lfr T' If III I /,II III Ill 1l�11111 III III IIIIIIIIIII III I I ID 1II 11111'11 I I Ill IIIIIIIIIIIIIII IIbII I /� ,. LEGIBLE THAN THIS NOTATION, I 111 I I '� 1 I 4 I I I ( I I I I 1 I I I I LL APRIL 2 -- -1- -- - �_. _____ — ----- — 'l 8 10 11 12 6 I J93 7'1IS DUE TO YHE QUALITY OF _ No 38 <.� THE ORIGINAL DOCUMENT. --- - ---- --T t- ----T--- r - f 8Z I BZ LZ Z 19�Z 6Z E !Z 1 IZ OZ 8li 8T -�Lt- 9�t 9t i►iElI -Zi ti i �8--�9` -�G - 9 6 7s^tDW1711 Itinil1�11111I111 1 I �I i I ' I I I I I ' I I , ! I III II,i .II�IIII 111111 IIII.II�IIII I111111111111� i� I I .(II UIIIIII IIII�IIIIIIill�lllllllll�lllllllll IIIIIIIII�I 1 III IIII Il,l�lllllilll 1111 L ,IIIIIIII III IIIIIII1111 II�IIIIII�II!I IIIIIIIII I I .I! II I► I � i1 ! I 1111 II VIII I Illi III II 11111111 llllWll .•;., TIM'. '. 'r notes (general) (SEE WALL SECTION NOTES SHEET Al FOR ADDITIONAL INFORMATION) + A. CONTRACT EXTENT 15: 1. ALL OF BUILDING, LUMBER, t NURSERY FOOTINGS, DRAINS, t TRENCHING, COMPACT TO BASE OF PAVING 1 2. LOADING DOCK RAMP t RELATED RETAINING WALLS, ` Q1 2 3 C4� FIRE DEPT, -- -- - 5 EUGE OF RAMP 6 - ROOF EDGE 7 pRA�NS, EXCAV,�71oN, t COMPACTION O SEE CIVIL i� ABOVE BOLLARD (1\5 ,CONNECTION 5 3. UTILITIES 5%55EL OUT 5'-0' FROM EDGE OF I 44'- -- - ___--- - - --y �_-_ ._ -._-_ -.__- _ -__-- _ BUILDING t RELATED 7R;=N"-RING P. t COMPACTION GONG. RE?ANING WALL -— T - - _ _`_-- --.-_-_. _.....'_- .._-.- - •• _--- -- --- _ H_ I ^' -. ' ( ` - MAINT I N 16'-0 ' 0. 4. SIDEWALK t RELATED EXCAVATION t COMPACTION .►�' art+ t CURB (SEE STRUGT,) ---- -i( 4 '_VERIFY ACTUAL MIN.---� 4G -8 4 I -m A6 , BOLLARpS t B ALL EXTERIOR WAL S TO BE CONCRETE SIZE =0R GUARDRAIL i FENCE POSTS XT L. E TILT PANEL .6 90 c Te SLOPE 4.55EMBL'►" U.ON., SEE WALL SECTION NOTE 4., SHEET A7 i TO DRAIN IN FIEL.D t / WAR, PAVING- #- I % �+ ''�' C. ALL. INTERIOR WALLS TO BE PARTITION WALLS U.ON., 5EE WALL SECTION NOrE5, SHEE? Al N.I.G.-- - a GOND. R.,Mp '� 3 1 f\' �`, _0.43' WATERPROOFING BOLLARD 1'-0'- - - �� i p I cv ` ASPHALT DOWN j , A7 1 stockroom /�j I FIRE 5F`kiN<LER RISER- - FROM TOP OF OFF FENCE YP �� D. RETURN COMERS DOORS C7) I -- FOOTING TO TOP COORDINATE W/ \ I 3' ROUGH FRAME U.O.N. c� PAVING G�.NG. CURB------� 1 GE3 1 102 A5 CLOSE TO CORNER AS i 85 ' SEE S'RUCT. ,- I l i m3A � N I.�. TRASH - -�- a u 1 � A5 LOCAL CODE ALLOWS W/ � GONG. SLAB GATE MANUF. `'-�� /./ �a n 7 TYP. EX-MOR -- C0t'1PAC�OR NO-* - - --1 --- EXIT LIGE-iT GUARDRAIL AROUND i�� i -- - .► I ! � T I E. CON'RAC70R 1S 7c� �+UPPLY t IN5TAi L , \ \ __ - - ;- 56 iOLLING GATE T WALL ASSEMBLY 1 - � � SEE ELEC. � C.B.c8 � EXISTING ---.--__..�. � IN ERNATIONAL 51'T1BOL of ACCESS SIGNS 'r.i C. ?RASA! I i STUB UP, SET ---.. ' i / �� A5 REQUIRED IN SPEC7;CATIONS BOLLARD6 ---i -� -- ,. T I I i SIM i _ 00 CLEAR OF � � /'BOLLARD 85 0 61 .CN A NER 1 r� _ - F'Ll"WOOD ° 0.43' I 0.56 O85 I COVERED RWL. �' ROLLING GATE �- �- _ _ o -- _ � _{_ - _ _---_--l_______ _______- - r _ , �� ^- - _ - notes (speciflc) V)' l � - -� 100A -� ♦ — - �102D,> I I 1 0 / (5Et WALL 5ECT ')N NOTES SHEET Al GAS METER -- ._ �_ __---- �►.. ... ,� - �. - .� 1 �--5TRUGT, COLUMN - - - i - i I r, /� '�2 t FOR ADDITIONAL NFORMATION) BOLLARD \ r - _ - - - - i r - _ - -� CIN 3'-0' X 3 -0' - ---- T T T P. I 10Pi3 GU'�C. PAI, 1 EXI L G� I I 1 1 --- , C)I - __. f � ---GONG. COVERED � TYP:CAL GONG��"TE TILT PANEL A5SEP'IBLY c x LSEE El J I SKYLIGHT ABOVE-� - - J I L- - - J I L_ -- STEEL COLUMN 3� w ICl A CONCRETE TILT PANEL WALL W' 6' FURRED WALL INSIDE -3: > TYPICAL, SEE SEE LOADING , / B / - TY - r v L W ROOF PLAN PLAN (ENLARGED) I WIC JS, P 5(M. i SEE YP. CONCRETE TILT WALL A5SEMBLY FOR ADDITIONAL p p n- SLOPE LANDING—/5M. SHEET 43 /ImmE ai IN LUMBAR AREA NOTES AWAY FROM I \ -___� _ E.IF.S. WALL A5SEMBLY BUILDING li8'/FT. .- TYP. A� 00 I TYPICAL PARTITION WALL lJ/ ?X6'S 24 D.G. Nit r- - -i I _ _ _ r -- -� L — — — — J I I r - I I �- - =- - - J Ab i A6 ' I PROVIDE BOUND INSULATION BETWEEN STUDS O N lumber "' I CS j AUTOMATIC SLIDING DOORS TO SWING OUT FOR r:� o ✓ N Cu EMERGENCY EGRESS �- 103 ✓/ i c ✓�� w i � � •.. L L - J 6 SEE TOILET ROOM ELEVATIONS FOE? LOCATIONS cn W TOILET AGC 50 OF )'`� _SEE SHEETAIC __ � -,._ J � ___�,. * _- _ _-_-_ - _...__. . _ ' __.._. _ _� __ SOFFIT ABOVE, COORDINATE U;/ MECHANICAL r — -" , SLOPE DOWN _ _ STRIPPING TO ALLCW A ® CORNER GUARD TO 4'-m' Q > _-- --__.--____-- STEEL COL. MECH. EQU P. --- - 5 24'-0' WIDE DRIVE, TYP. y L - J TYPICAL, SEE I ABOVE TYPICAL, - .J -�30 ✓ %� T.O;aJ. ©5' i` i r9� ERNST SUPPLIED VEND NG MACr+INES v o STRUCTURAL BEE ROOF PLAN N� c' } 10 VERIFY LOCATION W/ ARCHITECT PRIOR TO c W I ORDERING 0 : o o i I ! 1 PROVIDE BLOCKING FOR GORCBOARD PANELS _. I/ I o , Dg ® co:ur�1� ll .10 UJf21TE ON/WIPt� OFF BOARDS AT CONE., LOUNGE, � _J N n> SEE SHEET A9 FOR 711.E/CARPET r - -1 � `- - ,,� , "tom' � TECHNICAL, t r30oKKEEPER, VERIFY LOCATION PATTERTtS t DIMENSIONS m��' IN EACH ROOM W/ ERNST v v+\ ROOF EDGE ABOVE- '-- EDGE OF RAMP v N G (0 C,() L� !� I SEE CIVIL Cn cr 1 ❑ i -- - ! - - -- II - I I I I t � I � — _. - - J I� •%� / ui � � ci 1 adjoining ; 1 -D5 f. GOLUNN 3� u,; (n 0 1 O ' CL 1 I retail - -- LA?ER=ROvI✓ING FRO 1 ,-T a general sales 1 �� l -m' x 6 coNG. c�RB > 7c. OF -o,,I INC a� g � I � 5Aw CUT t REMOVE I i -0 ?0P OF CONG. SLAB - I �� / -" - -� EXISTING SIDEWALK , ----r- ERNS FUSN SHED �� 1m� / � BACK TO NEAREST C J. . 1 ii 'JR •RADE i nursery ` j� + I ERNST INSTALLED '''� Q) F.F. EL EV. 0.0 I 1 / { V / 115 GALLON (5'-0' X 2' h ) o (FINISH : OCR I �L � I im4 � I ', I �/ � V `? ' PROPANE TANK, PROVIDE ii r i ` 0 F4 BOLLARDS AROUND ,© REFERENCE DATuM l Q REFER TO 70PO- _,� GRAPHIC SURVEY r - � ! I � - SE ERA?E CONTRACT, � �' f- SECURITY C$. 8� �' I l , FOR ACTUAL SITE I ( 00 1 DS 9 COLUMN 1 5EE DE5GR `T'ION IN I { ELEVATION) I ( I I I G-EtiERA� NOTES L - J �- - J - - - - { - - _ - _ -- V S1 I. 4o f I 1 I I a 1 SLOPE DOWN �04A� .rT' I _ ��' 1'-0' X 6' CONC. CURB EXIT LIGHT 1 i I I I I I 1 i A SEE ELEC. I ,�%'� i — WARP GONG. s STEPS 1INNEMMOOMWn PLANT HANGER -- EXIT LIGHT Ab o l - 3 R!51=�'5 g 6' A6 ` \\ >� 2 TREAJ-5 � 14' - 2'-4' Q 0 4EOVE SEE ELEC. r',i/ - - -,,, ! C I , - PLAM WAINSCOT -- - I / REMOVABLE RAIL 128 �,� O �- - - - - -I THESE WALLS 1 I -._.. D5 COLUMN C� i 9® 8m IM 0 v — r. ' { I I 1 - I Al -- - ------- .... I ,i - HANDRAI15 ( S F I v /'Al - - - J _ 1 fol'-m' LONG STRIPING, T1'P. -- L _ _ _ _ J _ - A6 O - - - .. .. ... .. .. .y. .. .. .. .. - .. L_ _J 1 - f i �` STRIPED / FLAGPOLE A % � .� , �� '� LOADING AREA �' ._, -- CEILING BREAKLINE (ABOVE) - iT1I I EXIT LIGHT I �-`� 1 p G' J U I PLANTER • I � ' 1 SEE E.LEc TYP. flower shop : I .o' �� 0 o I frgmE � co i� � ,'��. ,� , � � � I � MTL. FENCE � u _ - I shop - , _ �� _ -o-- w/ STEEL /� - 1 cont. ' ` COL, T-`YP. -- -A _77 _ nursery \ veatl le _ elec. - i44 �A614" _ m I W 4 I CN i 0 S ' 't cc } r i� {{ �. �,EE QARTIAL SiDEWAL - •' - " " - '� '� - '� �' '� '� '��- SEE ENLARGED ; T.O.W. ®5 -- IV X 18' INTERN IONAL 1-- R , 2'_I PLANS SHEET A3 F ' , AG - R 4 -0, S�1"{BOL OF ACG_ S SIGN�i/ T P. U. N. =L,y",+ SHEET A2 FOR -1'-0' X 4'-0' GUR5 CUT/ - - I i Z Z �. K M NS1 *!S TH' ; C8� RAMP, CENTER ON DOOR I s EAG- HANDICAP A" W 0 I i 5 Dt L D E O b I �-- EXI i LIGHT n6 i i_ +� O i GL - �- I 9'-0' WIDE GONG SIDEWALK 4 0 ,1BG,/F GRADE - R - 4' '© TRAFFI BI�MP 8 L CL COORD. GRADES W! CIVIL I- W Q AREA t FOR ADDITIONAL O - SEE ELEC. '" AC ' S9 RAMP` I 1 I INFORMATION i --W!417E PAINTED' ARROWS I7 TS HANDICAP GE 1 Q, I' �O. ;G` tQ. "✓ EQ. '3) i' s ' _ - -�� g - Im - / i Je _ k i - --- -- - -I.. - - ---- - - - 12 60 224 -0' �O _0° ' HANDICA PARKING Li _ _..._.- - --- - ------ - --------_- - - - - _ _ - -- - - -- -. -- - -- - STALLS J. • 4. 4.9 6 - - -- - 7 9 ns FOR GART CORRAL IN R (82 _ � 3181 PARKING LOT SEE DETAIL r main floor Ian partial sidewalk plan C w. . H EDER p p �ti f_ scale 1/16' 1'-0" scale 1/16" 1'-0" SEATTLEWA NORTH �� /I��■ 140'P- OF 0 12 24 4H 4 ,' i tJF'c,'W041 i. OF ,IFS TH3S D06•MMENT ;: a.,..,. ...,,.,,.,,•. _ -.»M,: »,,:, ;>a,+�wwN ,�,., -..., T IS LESS I �lilj• 1I1.1� IIIIIIIIII Ili �l�• 741T1IfS�, �(r`1II1111Il 1 `,Iilili �, ; Il I !IIIII��IIIIIII illlllllillll II ! IIIIIIIIIrI� li ` i {Ililllliililllilililll, l+• I I APRIL 26 1593L,EGIAI E THAN TkIS NOTATION, � I lIi ��1 __ _______ _________ _ _ __ _�__ �1______ _J % .- IT IS DUE TO THE QUALT.TY OF No 36 THE ORIGINAL DOCUMENT. —T --- — �_ ___ _ E 67 8�Z LZ 817 Z I bZ Ea Z iZ QZ 8t 9i L�t 9�t Q1 vilT�vT 7t ti II Ct 8 L��B �� b �£ L I�I�ue I '' i I I "'I ' I Il �illilllll Illllilll�ll JI IIi�IIIIII�IIIIIII IIIIIIIII'll!I Illllllll�illlll�lilllll III►IIIII!IIIIIIIII IIII�IIIIIIIIiIIJII '`;, II II ,Illlll�lllllllll. � � ll I III �lill,lll Illll Illll,l,�ll�l llll�l,ll lll�llll IIII�IiII IIII�II (III I III III I�I lllll: I �� l.l� � illlll II 1111111 � I I I o� i/ e t.1L notes (specif ic) ;� ;�• �;, t ' . (SEE WALL SECTION S T SHEET Al ON NOESSEE FOR ADDITIONAL INFORMATION) !` 1 _ -CMJ CD TYPICAL CONCRETE TILT PANEL A55EM15LY PARTIAL HEIGHT WALL 34 1 A CONCRETE TILT PANEL WALL W/ 6' FURRED WALL INSIDE ' 1 ABOVE NOSING, W/ 2X WOOD TRIM CENTER rE!L!N6 -- -- ---- F 5U51DENDED ACOUSTICAL -- + SEE TYP. CONCRETE TILT WALL A55EMBLY FOR ADDITIONAL - Gkly IN Rrft-1 CEILING, TYP NOTES EA. WAYE I _ - --- - -- - - -- .IFS ' ALL ASSEMBLY SSE Y -- + -- - -- --- - _ J - J j TYPICAL PAR-rITION WALL W/ 2X6'S 24' O.C. - -- Ms �4 PROVIDE SOUND INSULATION BETUrEN STUDS •a �' ' � ra8 r SPRINKLER TEST VALVE, - - - - -- - `- - -- -- ---� r � ~ - DOOR TO BE FLU3N 5M007N > AUT01MATIC 5LIDING DOOR5 TO SIDING OU FOR x MS 1. - - SHOP GRADE PLYWOOD W/ EMERUENGY EGRESS Jm� - --^' 69 TOUCH LATCH t CONCEALED . ` -- O O O O A r - -__ - --- HINGE, PAINT TO MATCH WALL CJD SEE -TOILET ROOM ELEVATIONS FOR LOCAIION;5 - --- - -= I—_J �_ . -. - OF TOILET ACCESSORIES i 5TA R5 ESEYOND C7 SOFAI ABOVE, COORDINATE W/ MECH4,NIrAL CN _-- �- - (�8:D CORNER Gl.' ARG TO 4'-0' _ - cT C) 0 I 0 ERN5T SUPPLIED VENDING MAGHINES ' 10 VERIFY LOCATION W/ ARGHITECT PRIOR TO �r - floor reflected ceilin Ian frame sho elevation °'��'"G office (2nd ) 4 g� v � p C11 PROVIDE BLOCKING FOR CORKBOARD PANELS t R , a scale 1 4 ' = 1'--0' � ` WRITE ON/WIPE OFF BOARDS AT CONF., LOUNGE, TECHNICAL, t BOOKKEEPER, VEi:iFY LOCATION , IN EACH ROOM W/ ERNST • c 3 v � aU mow N O — -- t N �- C9 (00 CHAINS w/ SPRING HOOK ON E -- 4 P.LAM ADJUSTABLE ® CL 51M. SHELVES 18' GEED 18' O.G. EXTERIOR WALL S DE X O To MEET OSHA CODE _d <t a) - .• NG,\4G WALL 3 •Q �'- 2�-2�/ -- '2'-0'-- g,-0, -- 6' 10� �`- _0, - T - _ ----- -- - LADDER FROM STOCKROOM N o O --- LADDER TO ROOF CO technical 3 3 59 6 WINDOW - WINDOW 3 (7)(0rn I t PATCH ABOVE L 2©5� I I v <C r� c __ - _-_ !,_)✓AVE STUDS EXPOSED 13'-m` � 4'_3' -LOCKERS - PARTITION MALL SIDE OF T�1ESE WALLS ONLY THROUGHOUT TYP. W + N _ 9 0&& computer lounge05\> , C Cc\� bookkeeper 2m!� I ckers - 2m3 11 - L_ cn O a -- C- Q- - 1 l C� GL t N 200 65 - {2v2� REFRIGERATOR �_l�) _ GARBAGE DISPOSAL (� L) c OPEN TO ►- _ C� �, elec. mezz. ; ,I � � .� 5ELOW �3� C1� Q �m - - 2.06 � O h / N CIO 1 1/2' RD. MTL. RA LNG - - � - �+ o� (Y 4' 4... OVE NOS'NG �`' -�C DN rn U DN . --- lo 0 o 3 3 - EXTENa 12' BEYONCz - -- -- - -_ - - ----- - NOSING s TOo OF RUTI / 24' tv BOTTOM, RETJRN _ 1� 2'-6' 3'-0 1'-4' j �- - 1 1/2' RD. MTL. RAKING, EXTEND Q ENDS TO WALL CiA) 6' BEYOND TOP BOT T OM TREAD -- GYP. BD. ABOVE 12'-0' AFF. 6Q -RAILING, EXTEND 12' 0 DUCT SHAFT -- haii NOSING, RETURN ENDS TO WALL %9 THIS WALL ONLY M v TOP OF RUN t 24' 4 �g I'-6' MIN. CLR 1204 j - +' 9 Bc?TTGM INSIDE �� O � office (2nd f loor) elec. mezzanine Q scale 1 f 8 = 1 scale 1/8" - 1'--0" .R. a° C0 C FL Go 3 4 } ; 1 ---.,--CONTINUE 45' CHECKER J G BOARD TILE PATTERN Z -- - PARTITION WALL ( SHOP THROUGH OUT FLOWER 0K C Q TYP. 3 C-D .4 83 -- - --SINK t FIXTURE CF.C.I. � ►- CABINET t COUNTER ERNST 08 *- 8 -- START TILE PATTERN; - FURNISHED i INSTALLED _ 5 ,3 THREE ON GENT R OF -- - - - A7 C� COMPARTMENT CORNER�ABQVE U- C �'� -4.0'- 511`4< .m - SI1•JK t CABINET { frame Aho commissary - P 5 ADJUSTAOLE SHELVES 111 8 ( �` I �_ `� -.-ALUMINUM STOREFRONT .� � _ � 1 �� stair �k2 � C1 SYSTEM ON 4'-m' 4 ON METAL BRAGi�.ETS -8 4'-8 I _ - - GONG. REtAININCs - �- I { Q ,� i t i IE+6 - NIGH GONC. STEM WALL A r 8 CLOSET <_ _ - - - WHL1_ t CURB - I - t i� - - - _.. -- - - - -- - - - - - - - +- - - I (,n - ------•- - - - - � �� - � � I2 -11"--- - U � � 102A --- i- �, (� - LLJ ARROU) 'N FLR. (� -- _. _ ,- - - 3'-0' X 16'-4' -- -- U aa- _ � - g'-O' -�4� - hall � a ,:� /ERIFY �' � - I DOCK LEVELER, Cr I O MAT T rP. / - � �1m1 --- - - IIA a 108 3' 06 ,` nursery METAL CANOPY ABOVE 1 u• 55 of - 1 L GONG. OPENING ,n -MOP 51 "'� ^' 1 �I I 6 X 8 NOM. � w - __ _ _- _.-- COnf. _ Q 8 t.) x104 A - G __._. COORD. W/ I"1ANUF. u� 11a1B _�_�.�- I UP 10� 65 -WH HUNG -� women -- e �64 4 BOLLARD -__-_ _--_� � _�, L� d 3 A50 _ Lmg� (�) 0 L,LO] UP flower shop RECESSED 4 -m X 6' .0 8J I -- LADDER F-- _ _ GL-R 1. -� r ==_ {� 3 © f 113 AL.L WEATHER r'.4RPET - \� - _ - I (�6 ? z ;. (' CL '!.L �s} 75 �� v L_ C A. C T I 1 N I l - 1 _I Ira2B \� #3 _ - 4'-0 l r :, p � OLOR ONC. S A R LAS D NG SL OPE - _ _ stair �I - ( N - 'S r+ \ / -- .� + ( �-� — MEZZANINE ABOVE C _ AWAY FROM BUILDING I/8 /FT.) vestibule - 67 3' e N 063 ' 7 61 tY - FE - I1 TREADS t EQ., IMAX. RISERS _C.� 19 - .n U / ',n U `� c° 1 A6 1 1/2 MTL. RAILING 4. ABOVE J� LiJ m A6 114A 7RE vG� DRAIN I(r%1 10�E3 (1-_- - , 3 - LANDING 35 ABO AD -- �- 0.01 _F= - - - -+-- - - - --- o- 4 - - NOSING, EXTEND 6' IP BOTTOM - I < 4 ��----- �) SEE STRUCTURAL { siair #1 �l_�] I IN. C L�' M :LIQ 6 4 3m - -- -- ALUMINUM STOREFRONT --- ----� Z 1m1A 5 2 - T N T 2'� ' - , I I I , SYSTEM 8m ---1 !05 elec. - - --- N. .5 5 A 7 -- - - -- - -40 - 21-01 2'-O" 112 6'-4� I 6�_4' ._�_. ' "�1� CL Gl_ G'L CL �L CL _ - AWNING ABOVE L_ _ _._ -- -- I I I I I ! �3_-_8" +_15'-0' _.__. I@''�'�- } ��-=�0�_. CLR. �-GLR --- I2'_3" . ; -Z , I SMIN IN. ^�C\ s,�3 C R _ g'-0" _- 4'-0` - 1C...� r _ - -- t -- - 318! 1.9 ` DIAPER DECK 4�� 4 Cx�PET W. 3HROEOER ►- -3 z loading (enlarged)office (main floor) „ g , , scale $EAT7i,E OF O NORTH F: LIF . 2 . 1 T 0I�� ;q ...-,.«:..'Fhib.;.�,uin�sP'uwvn.pwar.,_r..- ,.. +w+�srK+.TM.pWaK .--,r s:.r-._ -... -,r. - . tnir- -.__ _ ...._.._ _ .c. .+'„*""!'r'-Y+i ,- ` + . .•..v.+ni...,."iriu'SiG,,.. .. ., _. .,. � M 16 w l I I I ~I I III V I I I I I I r I 1 f 1 1 1 1 1 ff 1`~T' f I I I i, III I I I I I I I I I I I I I I I I Ill I iI F THsB nOiMrwNT IS LESS { ' { { I , { I { { � 11 j 1 ( � I T j f ( �� f I I ' I ! I I { 4 I I I I ` I ` I ( V I I I APRIL 6 99.3 LEGII3I,E THAN T�IIS NOTATION, 1 2 I I l� 6 I g I 10� I 1].� I 1 IT IS DUE 'I'O THE QUALITY OF` No 36 ffTF TILE ORIGINAL DOCUMENT. ----- — — __ ___— �_. -- --- --- -- _ - - ---- — E�8Z 8Z LZ Z Z fiZ £ZI �Z iZ O�Z 18�I��B�T� LT 9jT Sl �T £i Zi Tt aT 8 A �L 8 4 fi T£ Z Iaq,1N . ►uil!II►�ilil �iui�lllll��i Ilii II�� iiillNil III I Ill IIIIIIIIII�UII Illlllll,lllllll I I II { II lu.11l II I � VIII I�I II III�IIIII�Ullllllllllill lll�illlllll IJ i I►II Iti11111 l ILII IIII III! III�I (I I ! ! ur � F' r •�,I r ' roof plan notes 4- r 4 � I. ELEVATIONS INDICA i ED ARE TO THE TOP OF ROOF FRAMING r 1 O2 3 - ! (UNDERSIDE OF ROOF SHEATHING) HEIGHT IN THIS AREA IS - — SCUPPER OFFSET FROM IFIN. CONGJ5LAB ELEV. FOR PROJECT 0'-0' SEE TOPO FOR `• ' CRITICAL AOR CLEARANCETRUE SITE ELEVATONS) DRAIN � THIS LOCATION I I � BELOW, VERIFY LAYOUT PRIOR ' ' ONLY I + TO ccxvsTlzucTlcN 1 i I I I I C 22'-I0' A6 f d r013 �:;)RAINt — --__--_ - — , OVERFLOW SCUPER TYP. � / - ROOF HATGN - —_ SEE ELEG. MEZZ. O So 14 w I �---PROVIDE RUBBER PROTECTIVE _ - PAD ® ROOF HATCH ! I d 22 -�' rte• _� f -- - ------ --- - i 1 5 - CONG. RAMP / GOWN --- COMPACTOR I I i 1/4' / FT. i BELOW, N.I.C. c SKYL IGHT t I � CRICKET TYP. �,� szo m Oe� 0 ai 3 ''ARAPET TY"F'. - i � G A �pY � � A 6 n OLLAVE DI15N FAD _`__ © ,� � � m � � � 13 QD QO v y - _� -�-- N E 11 I 22'-6 - D.S. x o i C) I 16 dd 0 u- >� --t- 0 - --- CONT. GUTTER �� w U I-- ,- 441 3 00 U I I HVAC EQUIPME T I Q ,,� c (1'-0' X 10'-0'1rn N o o Lo cn 0-4 u In COY---- - - - -- I hJ ` o A a� CL " a� 3 U In U �g I I 12 Q `+ • PAFaPET STEP I � W � TYP., SEE I I ( B D.S. D.S. % ELEVATIONS DRAIN L INE-- _ 0 1 Nt PROVIDE RUBBER PROTECTIVE ---- STEt! TRuS I PAD 0 ALL HVAC UNITS ON ALL SID I SEE STRUCT Q © I THAT REQUIRE MAINTENANCE I I I _ ' ' F J A -v Lam- -i!/' 33'-0' I t� � I 24'-0' I 29'-m� I 161_0� � _ 2l'-0' I '�O'-O' 10'-0' WIDEDECK A6 - -->�- - TEEL f' -__-- ROOF SIM. T ROOF � 16 -0' D' tp Q -_ _ 5E WALL 5EC TON �- fY 25'-3' LUMBER, '' - o I I VNOTE II 5HE T Al � U / \ cv (( 3 Q I I I c0 IF I I n - - -- o '� 3 m [:J I A6 I o L1 I---- - -_� - ---- - + -- --- - - - _-A - - - - - DRAIN LINE j j I 0 � .3 n I I 0 � � d / I - I I U a I' i �'' _� ` t1I Q •N r SEE MEGH. 1=0R 16' 0+� .0, Q F LOCATION 1 f I a F3 ---- - ENTRY STRUCTURE I I GUTTt=R, TYP. F A6 I I A6 A6 LiJ V� ' I TRANLUGENT ROOF _._-_ _-- � I � I I TYPICAL I >J C JI 1.9 4. 4. I-LJ c � AWNING BELOW > C� Q .roof plan . sraie 1/16 ' = 1'-0" C.f PE W. HA EDER SEA LE OF Ijl� evow"Taft LA.1F'9��.0 X41 14 � • r - 11- tIFf_THfB DO IFNT IS LESS • III 1111111 III III III 1jf j1 111 r11 111 11Tl I��TI i T�`I T fit' f'1T1F I III �, III V I I I III I I III I I III 1 1 1 1 1 1 III I I f I I I I I I I I I I I I I I I I LEGIHT°E THAN THIS NOTATION, I I I I ' 1 1 ! f I I I I I I I I L I I I I I I I I I I III I , i IIIIIII I AP �-� -- 21---- -31 41_--- 6 7I 8 9 1 o 11 RIL 2 6 1993 -- -----1--- IT IS DUE TO THE QUALITY UF'- _------ •� . _ _ __ TIfE ORIGINAL DOCUMENT. — — --. � _ � _ _ £ Z AZ LLZ Z �Z E Z IZ OZ No 3e 8T- tdi LT- 8T 4I ibis fFw ZT TT T I 8- B L I�Iilli�16 ll lill,llllll lllll I I' IIIA1 1 III I I 1111 11 I�Illt� I�IiI IIII „II ��I ��.11lll ► llll�lill IIIIIIIIi�lllllll,IIIIII I�► �II III � �IIIIIIIIIIIIII IIII IIII III► IIIIINI - SEE ENTRY ELEVATION f SHEET A5 --ADJAAGENT RETAIL ADJUSTABLE FLAG SEE SHEET 410 G B _--- --- �+ 8'-0' O.G. ALONG FRONT , PARAPET elevation notes 35 -0' t 40 -0" TALC FLAG POLES, LOCATE TALLER POLE •o most - - � .. Mft` r s TOWARD ENTRY i 4 -0' X &'-0' t --- - - PANEL JOINT �' 4. / ALIGN W/ Er' iE OF E.(.F.S. E A6 1. SEE WALL- SECTION NOTES 5NEET Al 4 x ' � 5'-'d X 8 -0 FLAGS N. G.) / YAI _\ A6 --- - ------ ^_. T - - FOR AC'DITIONAL INFORMATION \ 1 /1.9 _J ' -- 7'-0' NIG1,; ERNST 4. �g� (5 GU TCR �7 i 2 EQ_ - - ^` EO I FURNi �cp t 2 EQ. } EC.� 3 EQ. 3 EQ. _. 2. ELEVATIONS NOTED ARE FRO^'1 456Ut IED - - - `"` I - - - - - -- - - -- ------ -- - - ----- ----------__ - -- --- TRANSLUCENT RO i INSTA_LED INTERNALLY 0'-0' FIN. FLR., SEE SURVEY FOR ACTUAL � +� LIT SfN I ROOF TYPICAL i IND / ROOF ; TRUSSES +I TOPr�CsRAHIG HEIGHTS fix„ �` ' -:. , LUMBER BEYOND T.C. s------ - _ UN 25 -- - -- - t 2�'-0" 3. GROUND LINE ON ELEVATIONS IS 13 METAL OPI -- �j \ Q BUILDING EDGE ----- -- STEEL GIRDER I ERNST FURNISHED t 0 1105 -; _s - - __ __ INSTALLED INTERNALLY �- ----� �--_ �P-1 FiNI_ 7LOR, SEE gNEET AB � ./ I I I !_IT SIGN �� y BOT OF STI. TRU55 FNTR N --- _ _ _ X11 , _ ` C -' 3 1 -fk r- •a : :,:'•-.i t x =s, zuri: iI r ,'� l' i. .:..iii ` f.. r- .� :tx �':� � 'i. :s *} ;} !t' . .....` :.:• ..�� Y _ i T.O. WALL 0 �o c?' - FIN. FLR. 0'-0' - I I -- RECE55ED PAINTED �� ACCENT BAND 43 (� �� C6 �--� , MATGi; D -5 fir=°' \, C- 4 WA r-R ROOFING FROM - CONC. TILT PANEL, TYP. MATCH J5 L- STEEL TUBE COLUMNS �- west elevation T%`� O� FCOTING YO GRADE - W/ LIGHT FIXTURE EQ -EQ - � - FAE3RIC COVERED AWNING ON TY'=. W"ERE INTERIOR 51-143 -- 4 - 1 DiA. EYEBOLTS IN ACCENT _ WIRE FENCING - �- sca��' /�6' - � GAL,/. METAL FRAME, SEE F-A6 17 A 17 8 15 BELOW EX-ERiOR GRADE BAND, SPACE EVENLY, START ON STEEL FRAME 1.9 STOREFRONT TO CONTINUE OR PAVING EYEBOLTS I -0' ,'� OF EDGE OF „-T UP TO BOTTOM OF TRI.ISS - -- CONIC. 5TEM WALL HOUSE aTRL.�.. ,URE t COLUMN GRID BEHIND AWNING W/ REVEALS 2 4.3, PAINT %) I-1ATC�•I ACCENT BAND c 3 f=OUNDATiON BELOW -- - --- 3/4' EXPANSION JOINT - _ -_ - _-- __-__ _ -- 0 � a) 12' NIGH CART RAIL -- ----- - ---- SEE STRUCT. C) p � STOREFRONT t DOORS -- ---- DCUJNSPOU'i, T1G� 4TLINE TO STORM SEIJER '=LAG POLES BEYOND 3'-0* H!Gt•••" ERNST ---- - ---- 5E►- SHEET Ni 12 rc' FURNI5HED t INSTALLED - - CONC. TILT PANEL - ---METAL COPING 1 115 2r- I\ 1 INTERNAL-Y LIT SIGN A T` P. ROOF BEYOND ---- I N� TY P. 16 15 21 17 A \ Ab - O � I 1 ALIGN ?INI5H CORNER OF GOVT. GUTTER � ' � o TRANSLUCENT � SEE G-A6 FOR f'4NEL St<'.E5 I , - � ROO;: BE" OND I O NuRSER`'/LUNl:3Er 02 A6 W,' TOP OF REVEAL N +J ` _ I 116 I 1 122 SIM. -_-_-_-_ FINISH HEICsHT aci cn � -- - -_ 0 21511 C1� PANEL JOINT .� - - -- ------- -- a SIM. 28 4�-''J ___ ��-- --- -- - -- --— BOT. of GIRDER c 1 ! ENTER ' EXIT E-I�•5• a Q o I - Q -_ : - _ . .._ _ z- - - __ � _ _ .✓-- � - �--� GLAZING, TYP. - o p - i - - _ , ^i:• r1;;.. ..1i _ >., '.�:�• c, r: .t% Y•;•5 � r— Ir— • . E.I.F.S. OVER GONG. c� Q Fp r 7 .: _._..._ '. I I .-. - _.. _ - ".'=3�2:> ..-� !S{tt:.: .,�.. ..•i�t� _ _ _. _ I _ __. x ABOVE GRADE _ _---- --- - -_ � ,:. -�,. �'� .._ � : �•: •� '. .� FAN � R L!tir - N. LR. � ` `' n 0'-0" I Q 1 a L, \ �`-3 COLORED -- -- -- -4 �- TIGHTI_INE TO Ln f2' NICsH X 1/B' S7/,INLESS -- �_ _._._.. 12' HIGF1 CART RAIL If) o South elevation \ - _ _ MATCH CYCLONE FENCE MATCH STORM SEWER 836 STEEL BASE a E.IF.S. STOREFRONT t DOORS v ERNST FURNISHED t SEE 5NEET MI V) �� scale 1/16" 1'-p" NSTALLED INTERNALLY Pin ry elevation V) - LIT SIGN - CONC. STEM WALL W/ REVEALS 8' HILI-1 ADDRESS scale 1/8 = it--off W NOTE: SEE WEST ELEVA 7 ION N � FOR FIN15+-I COLORS U.ON. NUMBERS, VERIFY -- --- 3/4' E}"(MANSION JOINTS ACTUAL ADDRESS d a aj L � U U - -- --- ENTRY 5TRUC TUBE v • O L BEYOND 0) J 00 t 5 METAL COPING ---- -- &'-0" NIGH ERNST _ --- SCUPPER Q FURNISI-QED t 8 - 8x8 VENT - FLAG POLES BEYOND -- ROOF BEYOND A6 INSTALLED INTERNALLY - e LIT 516N TYP. _ F 6 2 EQ. (A) 2 EQ. (Al' 5 3 EQ. (B) 4 3 . CB 3 EQ. (B) 3 3 . (C) 2 3 EQ. (C) 3 EQ. (C) 1 i T U - MTL. CANOPY W/ C Q� Xsr-',IV .G PPER - TYP. DOWNSPOUT r0 RAMP � ♦"' , .A• �. 1. I � '7 I'•,��'{, Y { 1.._ 1 I I 4 I GTC:R DOOR l -� Z _ i 1 PANEL JOINT- a��sry. f °` � � •�, FLOOR LINE I � - ----- --' -- � __ > r. r J r 1 BEYOND — OVERHEAD DOOR <i GONG. RETAINING WAILL ;:.. • « .. I ..,,.: '1''~ ':> ' - -_- ----_-=---_-- - -- .. ._._.__. -- -- - ._- --- -- -- -- _----- . F_ -ter._ _ . _ ._ ... _ ___ --� _ .- - - -- _-- r:n:q: •':{: y-. i •iiry^46e4iivi: '.w :.+�'G::• - - _ .._ ... _ — — _ - _ _ ._ ._ -- _ _ _ -- '. :: r• _ _ _ - _ - -- CURB BO' y S DES CIF 1 ..CK CONC. STEPS t �� " Wad I fir' MTL RAILING 801 T DOCK LEVELER W/ -- ------ ...-------- east elevation No-E: SEE WE57 ELEVATION - -- - PAINTED ACCENT BAND -GONG. I IL-T PANEL MATCH BUMPERS EA. SIDE FOUNDATION BELOW sc�'e 1/16" 1' -0^ FOR F 'N SN GOLCGR5 U.O.N. (NO RFC'=S5) FROM GRID T�P• / SEF: STRUCT. I TC: GRID 6 RAMP � LOADING - - --------- -- - '--- GONG. RETAINING WALL (81 �J } ` W/ PAINTED ACCENT BAND \� loading elevation scale 1/16" = 1' -0' LAJ Q WATERPROOFING >=R01" - -- - ---- -- -- PAINTED AGGENT BAND TOP OF '--OTINGr `O GRA;�E (NO RECESS) FROM END i� C3 1 OF RETAIL TG GRID G ,�, C/1 2 -0 NIGH ERNST W -- --- FURNISHED t Z Z i -_ -_- --- METAL Cr''--ING 1 115 /, INSTALLED INTERNALLY L1J A / 0(� Ah - \ LIT BOX SIGN � U O F L � , C H A o >".� h E O. F� f O o '.� (v E.,1. P SEE LOADING � � - _ � -------- ----- --• WATER. ROOFING FROM tom! n EI. PVATiON _- _i�_ -� ,�_-- _-_- _ -- TCF OF FOOTING TO GRADE ' 1 I v E G r E��. �'� 0 SN` ET _ \ - FLAG- POLES, LOCATE TALLER _ _- - - - -- F OLE TOWARD EN RY L ----- - -- ----- - - - ...._ -•- _... - - - - - - J �D \ GRADE BEYOND EQ. Ea. 'i^. =�. EQ. EQ. EQ. EQ. - - '-- I ADJACENT RETAIL- _ C.� f (_ _� ` �� _ _ I SEE SHEET AIO I I -4X8 VENT 3181 I LOCATE 6" �PE W. SCHROEDER (l I -• PANEL JOINT (\1/1\/n/ I I ABOVE GRADE M,uTCN I I ` - (�, SEAWALE 0 GIJNC. "MILT PANEL (WATERPROOFING FROM FLOOR LINE / - RECE5SED PAINTED T"P. TCP OF FOOTING TO c�RADE BE rOND ACCENT BA 1D north elevation NOTE SEE BEST ELEVATION T„P, WHERE INTERIOR SLAB 11F�� ,�-��is 1 j• 1," FCR ='ti'SH COLCR5 U.O.N. 15 BELOW E.XTERICR GRAPE O r _ w.i CR F'H\%INrs i..� OF - 4 fI>f THIS DOCENT IS LESS 1 1 1 III III III III III I II' I I I I c III l 1111 I n 1 it 1 lT 11 I'1' I F III I d.l 1 1 1 1 III I I III 1 1 1 1 1 1 III III III III I I III III I I jo IAPRIL 26 993 LEGIBLE THAN THIS NOTATION, I 1 � I 3 4 I 6 7 g j 1--- - _ _ - _ IVF 1S DUE TO THE ()UALITX OF` No 06 THE ORIGINAL DOCUMENT. --- - - -__-_. --- --- _.-- -_ -- - -- _- -- -.__-- _ - - �- __- `j� - �C 8Z ftZ I L7, LZ I fiT, I C I tC y 8t 8t I L�l' At 9(t 6�I Ct �t it I t 8 L 18 9 1<' TE Z ` ��IYIiN �I I I III III(IIIIIIIII I!IIII Ii1IIIIIiIIIIIIIII!II 11111111111111�11111111�1111�1111IIIIIIIIIIIIIIIIIII IIII�IIIIIIIIIIIIII IIIIIIIII Illllllllllllllllli,l!illllll IlilllJll ";.: II II I I (III II III Ilii11111111 1111111 II�IIIJ IIIIIIIII III.IIIII.IIIIIIIIIIII II 1111111 II If 11111 � III Il�� III I 1J I � , 14 - GONG. TILT PANEL WALL TYP. �,"MSS; � �q PARAPET BEYOND WINDOWS ' IEZZANINE--- ENTRY STRUCTURE -- EYE BOLTS JU5T 13ELOLU Q 6, (_'1 3 BEYOND (Z FLASHING 4'-0' O.C. �1 section 1►'1�'1tpQ T \ J \ \ ) ALONG notes o•`�7 r-� � �� s;?tx L G BACK SIDE OF �- . '�• , c r''A C-4 BEAR NG - - ROOF ASSEM LY t 18 23 FRONT PARAPET +-+E!r_ -4TS, SEE STRUCT. TRU55 BELOW) SEE STRUCT. �8 3 r ? I. SEE WALL SECTION NOTES SHEEt A i � FOR ADDITIONAL INFORMATION 6 P-1 FIN!5H COLOR, SEE SHEET A8 8' TYF' 12 --- --- --_ __ ' 60� � - -_- \ - - :- -- - _ ----_ flCjJflCBflt r@tai tf ' ��; -. „ Y --- q �� — -___- -_.- __ - c SEE SHEET A10 NOTE: FOUR TF.:MPERED GLAV,44 EES RUSS_S J PAINT „TRIPE ALL AROUND • ALL ::LABS DOORS SEE DOOR nursery � i =--- - GENERAL SALES --OPENING '- - TYPES, SHEET A8 general 8e►I@s WATEi�PROOFING, SEE r �� 7 58 VALANCE I:�'L1GHT FLOOR PLAN SHEET A2 FOR t t f► � LOCATION t I-A7 GL.AZiNG, TYP. -- --- SLAB (CONC.) CV Q) STORE FRONT w""�!!�UW:: 1 DOJRS -- M a north-south section scale 1/16" _ - 2� U A7 � • g; a) cn ' -- D c T A7 PARADE* ?BEY OtiD ---- -- -L-- I �. � .�.. a� 3 +, 0 \ I - PANT STR F'F A;_L I - SKYLIGHT BEYOND I 1 SIM. o a� TRUSSES TYP. AROUND GENERAL SALES o t ENTRY S`R�;GT. ----- - '� -- - --1- ---- '—'-� I i I - -- - - — SLGPiNG-. CEILING - �_-� . -� I - j r B�AM TYP ----- -------_ -- - - - ----T= - ? -P T I I ° FLAT CEILING TTT BEYOND � I = _��•.:�---�-=z-.�_- else. Y >= I I I mezz.S!DEWA!_K --- _ I I f 5TCREFRONT I - a SLOPE TO I I TY ----- --r_- ; LADDER j o GOLU'"M P. general sales 1 ''� DRAIN vestibule I .- ❑ I I N �- -,ONC, SLAB ' I c 1 p E ` •.. w _ --FOOTING BEYOND I L I CN E stockroom X o " '�— — — =no `L lai > b east-west section o 0 scale 1/16" 00 W U a r7 C CD C i<7 Q I RAN LUCENT ROOF � ----- STEEL TRUSSES ----------- - i`AINTED ��-� (� • /� BEYOND / C Ac-,CENT SAND - . --- �t 30 0' 30'-0" 29'-8 19 -8 2a _8' - *---- ---- r------_ P ROOF /�SSEi 1BLY --. ..-- - - - ----- ,r � Y 7 � oho `t MATCH I LUMBER ROOF TYP. EXTERIJR WALL z Vn CD T P. ROOF A55E'IBLY MATCH U Ln Cj1] STEEL DECK -4 ` o - _ - -- --- - - -- I I- I _---I_ r- - CL �_ -I ----- -�� Ln MATCH > nursery _ lumber — - FENCE t COLUMN Q -- C - - - - _-- --- CONC. STEM WALL :tf O t - T!GHTLINE TO TYP. OVERHEAD DR. - U OC nursery/lumber section C -� STORM ','EWER �-� �- -------- -- GONG. SLAB scolt /16" 0" SEE SHEET MI __ CONC. TILT PANEL ANEL WALL - WATERPROOFING TO GONG. (NO RECESSED ACCENT BAND5) SLAB, SEE FLOUR PLAN d lumber section TYP. AUTOMATIC - --- - SHEET A2 FCR I OCATION scale 1/16" = 1'-0" BL1171NG DOOR f 1-A'1, TYP. WHERE EXTERIOR ! W/ TRANSOM SLAB OR GRADE IS ABOVE ` - - - EXTER..OR WALL BEYOND INTERIOR SLAB -- TYP. CONG. TILT PANEL WALL - ENTRY STRUCT. BEYO's4D TYP ROOF A55EMBLY t RAFTERS �A B RAILING (SEE NOTE ON PLAN) - _ - ROOF TRU55 (SEE STRUCT.) C 0 1 9 � P,_. N C4. ¢ — `r - / TRANSLUCENT RO�F ASSEMBLY o O O TYP. ROOF A55E, BLY - 5U5P_-NSION WIRE -- - --- SEISMICALLY BRACED Q t METAL CEILING 6U5PENDED ACOUSTICAL i GONG. TILT PANEL- CEILING 1 WALL, TYP. _------ __ ---._�T_. -_- ._. - Q . -- I �2 • I I I ' I I _ i :� OPENING ING TO _ s- - O r N 2-� PL - , ---- - - I I SALES Bt`Y'O WAINSCOT _ ND � ?6 I2 i stair $3 I ��` I stair 41 �- __--._ . r -� TYP. I FENCE t ._-_.- l l 14 �� a �. 22 I S fti . CSR Stair 2 ' GIRDER ABOVE TS GOLU-N4 _ - - - _ hall I (1 I; T.O. RLYWOOiD - _--- - - BEHIND GLAZING - -- - (2ND FLOOR) ' ------ ----- -- � it '� �• Q .. S'-4 11 -T- t GLAZING Y l �• -- -- __ -- -. a r !_IJ U) « - -► t- -► conf. elflower GLAZING, TYP. j - _= women men f lower shop _ _ _ f_ - .{ - , P FABRIC C,:. ERED - - I_T J L _ J -- - - - AWNINCs ON IXI _ -�--- -- �1 - - - GONG. 5TEM LUALL �� CD - TS FRAME r I vestibule -- — ---- - , - I_ _1 GLAZING, i YP, - - __ ____ - ______ _ AUTOMATIC SLIDING DOORS 0 ALUM. 5TOREPRONT SYSTEM J-- 4 A e cion f flower shop W/ 12' HIGH ALUM. GART GUARD scde � � ?' (i JOiS i S d FLOOR ASSEMBLY - -- - - N , scale 1/8 7'-d' SCf-FIT - - - - At S1-OPING CEILING STAIR -- - - 3181 r� I z C PET W.S�CNROEOER SEATTLE WA , 4FRf r i !P92od41 7 J.6 car= '•a [� ; t THS8 DOQUMENT IS LESS I i I I I I I 1 I I i I I f I I l t l 1 1 1 1 l I i i Y` 1 1 1 1 1 1- I l l r� �A}� �T 1 1 • 1 l l � l l l I I I I I I I I I III I I I I I I i � il i � � � 'tI11 � i APRIL Q LEGIBLE THAN 'I'kIS NUTATION, ----- _ ��__ _______1__.--`_ --` ------ --- -- O lU I 11 I �.�I 26 1993 IS _ __� I'1 I.� DUE TO THE QUALITX OF -- ----- -- — — � ... T!{E ORIGINAL DOCUMENT. - ---- -_ -----T_.._�._ _ w _-_�_-- o 36 E 8Z 113Z GZ ��Z 16Z E I Z IZ OIZ 8li i�FI IT tilli-i'l flillf,"l-I � -�I ' 'l I i! I I I I II II I1JI!lllllll IIIIIIIII I I II �I�III ► I II I Illlilll I IIIIIIII► IIIIIII�IIII�IIIII III II I IIII � I IIllllllll I II I � LIII 11111 111111 I IIII I ► lNll ; ± ;'►fid'#1la$ . ,h �.'� 9 --- E.I.F.S. WALL A55EM15LY � > !gall section notes t GONG. TILT PANEL PARAPET W/ EIF5 FiNI5N OUTSIDE I. TYPICAL SLAB CONSTRUCTION CONCRETE SLAB WITH REINFORCING PER STRUCTURAL DRAWINC-5. 4 ` - TYP. ROOF ASSEPIBL Y <�Q� > I Y - ; 2. TYPICAL PERIMETER SLAB INSULA')ION: ' TYP. ROC?F �►� GLUE LAM. BEAM SEE STRUCT. - I I ----I - p�� - 455EMBL'T `✓ / /2 R 0B SID IN,9.,'LATION INSTALLED AT INSIDE OF t+ RAFTERS SEE STRUCT. FOUNDAT'ON WALL O TOP OF FOOTING. _ _....-� - ------__-- � 1 / 3. T_YPIr.:AL SIDEWALK SLAB_GONS_TR_U::TION: / I 4' CONCRETE SLAB WITH 6X6 10/10 WuF, 5AW CJ7 G.J '�% H=ER FLAN, Ey.'5 i PARAPET BEYOND -- � I 0 30'-0' O.G. MAX. (EVERY SIXTH GJJ WITH GOMPRESSAEiLE FILLER �� • - "• "' 4. TYPICAL EkTERl02 WALL A58E►"Igl-Y: IELD CAST TILT UP PANEL CONCRETE TNIGKN �aS STRUCTURAL _ E PER 5 N E'ER JTR„CT F URRING a 24O.C., R-11 DRAWINGS, WITH 3 ��/8' X 25 GA. STEEL STUD F ' rn BATT INSULATION, VAPOR BARRIER t 5/8' G.WB. INTERIOR FINISH. IN CONCEALED ATTIC SPACES, OMI1 C,.'.J.B. 4 STUDS, INSULATION t 21 -- ti'�1POR BARRIER 1 1AY BE SECURED WITH APPROVED 'STICK PINS'. --- r�----- 2XG SUSPENDED PARTITION WALL, PROVIDE BLOCKING AT -0' AND 11'' 0' AFF. ALONG WALLS EXTEND G.W.6. TO AT GRID LINES I AND 6, AND WALL ALONG GRID LINE 5 o ROOF DECK, BETWEEN rsRID LINES 1 - 1.9 AND 45 - 6. PROVIDE BLOCKING -- RECESSED '-'HINTED �Q °� I SEE ALSO 5TRUCT. AT l'-0', '�'-0' 11 .•0' AFF. ALONG WA I n " ' LL AT GRID I LINE I ,v � ACCENT SAND, SEE \ FROM FF.ONT GOPHER TO 60'-0' FROM CORNER (TOTAL 44'-0'). ELEVATIONS FOR LOCA-'ONS - - --- - _=77 SUSPENDED MTL. CEILING g� 5. TYPICAL PARTITION WALL- -1 --- 5/8' CzWB EACH 51DE OF 2X4 545, HF STUDS a -- U.C.N. USE E' STUDS WHERE NOTED ON FLOOR PLANS. �_��= WALLS WHA E ELVES _ SEE ENT; 2 2 ,_" _ I PROVIDE B1.OGK.ING AT �� ; ------ -� _ T COUNTERS, TOILET ACCESSORIES, AND OTHER ITEMS L� n E,'-E\/.,v., S«4EET C•- --- - =�-- - -- ATTACH TO WALLS. F -- CONG. TILT PANEL L---- HANG INCs UTALL 2' BEL W LUALL I LINEAR CEILING 6. TYPICAL MEZZA_NINE_FLCOR CONSTRUCTION: _ CN 3/8' UNDERLAYMENT OVER PLYWOOD OVER JOISTS, SEE STRUCTURAL 4-CD - P.LAM WAI SG01T DRAWINGS. i 1- RECESSED PAINTED I i8 PER FINIS rr) � SCHEDULE 1. TYPICAL GWB CEILING CONST_RUCTI _ _ CNN ACCENT ESAND, SEE ,� _ _ ON: \ 3 ELEVATIONS FOR LOCATIONS 51DEWALK, 5LOPE3 CORNER- 5/8' GU)63 ON 2X4 STUDS * 16' O.G. c i AWAY FROM BUILDING GUARD MAXIMUM SPAN 6'-0' BETWEEN S1IPPORTS. o m Z' E Z4 PERIMETER— _ . -- S. TYF=ICASUSPENDED !� / WATERPROOFING FROM N � "'OP OF FOOT�NG TO TOP x o L METAL LINEAR CEILING: Q q ai - --- LAS INSUL. _-__- -_---__.� -- - -� AUTOMATIC DOOR OF .:OHC. SLAB OR GRADE STOREFRONT WINDOW/ METAL. LINEAR CEILING ON METAL GRID SYSTEM. Q I� cu 1 GONG. SLAB,- : _411 cu A55EM5LY i - ! N o SEE STRUCT. -- 9. TYPICAL SU_SP_EI DED AGO,.STfC_AL CEILING: r- 000 ��'�`R4z Z.FIN. FLR. f I 2' X 4' ACOUSICAL CEILING PANELS 0 c _____ IN SUSUSPENDED METAL GRID SYSTEM. v Q � c � ' _.__� 4' DI,4. PEFFORATED --- IL - --RECO"IPAG7 SOILS PER SOILS ENGINEER 0 -0 =-- � - I �_- -- ---- --- --- ---------- - L) < rq o PIPE Al2OuND OUTSIDE I AFTER EXCA\/ATION FOR FOUNDATION 10. TYPICAL R_O_OF ASSEMBLY: Q I tZ \ -- - DEPRESSED SLAB --CONC. SLAB, I � OF BUILDING INCLUDING I FOR FOJINDATION TO TUP OF SUB BASE CONTRACT INCLUDES SIDEWALK, ---- SEE STRUCT. �� ! MEMBRANE ROOFING OVER 3/4' PERLITE BOARD, AND � � NURSERY/LU`iBER AREA _j I LEVEL INGLuDING TRENCHING t CURB t BASE (SUB BASE PRICE , ----- -PERIMETER SLAB 2 LAYERS, 1 I/2 EACH, OF R-10.8 POLY'SOGYANURATE, WITH JOINTS N o SEE S+-BEET M1 I RECOMPAGTION, SIDEWALK, GARB i BASE SEPERATE, SEE GO r INSUL. STAGGERED ON PLYWOOD ROOF SHEATHING. NAIL SHEATHING O` (n � (.nA, �i— WORK TH15_ CONTRACT (BASE, FIN!S4• GRADING, t ASPHALT WORK THIS CONTRACT TO FRAMING PER STRUCTURAL DRAWINGS. C CN c F b1=E GENERAL NOTES SHEET A2 N.I.G., SUB BASE PRICE 5EPERATE, SEE C1) SEE NOTE I-A1 w Ln Ln o o, I / 11. TYPICAL ROOF_ASSEMBLY a EXT. STEEL DECK: �.. o cn 1 typical wall section entr section '`1EMBRANE ROOFING OVER ONE LAYER RIGI INSULATION o r scale 1/4" _ - 0" 2 �, D SULATON (1-1/2 � a� scale 1, 4 = 1' ' '-0 PERLITE BOARD) ON STRUCTURAL STEEL- ROOF DECK ON STEEL TRUSSES, j SEE ALSO STRUCTURAL DRAWINGS. V) c 2 v � 12. TYPICAL BLOCKING-FRAMING: _ _ > Q USE SOLID 2X MEMBERS FULL DEPTH OF STUDS OR JOISTS. PROVIDE BLOCKING WHERE INDICATED BY SY1•'I5OL �]IN WALL SECTIONS, AT CEILING LINES, AND AS REQUIRED. 13, TYPICAL TRANSLUCENT ROOF_A_SSEM_BLY: _ 0) u t RA=TERS - TYP. ROOF - TRANSLUCENT ROOFING ON GALVANIZED STEEL 'Z' PURLINS OVER Q SEr_ STRJGT. ASSE^'iBL� ,\ STEEL TRU55E5 BEE STRUCT. 14. E.IF.S._WALL_465EMBLY: _ SYNTHETIC STUCCO EXTERIOR WALL FIN!SH OVEJR RIGID -- -- - - --- --- ------- - - INSULATION, SHEATHING, AND .3 5/8' GALV. METAL STUDS, _t SEE= STRUCT. 0 f•+ - - - CONIC. TILT PANEL WALL •® (Y — �- - STUD WAIL BEYOND SIM. O --- -- - EXTERIOR WALL TYPE 5 J/O GWB WALL, TYP. 4 ; �' it RE-URN LADDER u 4.2 @ Q RAIL TO WALL p .o ` ' - -- - FRAME CEILING C c� Cd F= T.O. PLYWOOD -0" - ---- - ELEC. MEZZ. - ------- - - ---T - BEYOND \t O.N. DOOR - -- ' LOADING RAI-IP ---- HANDRAIL r,. - ---- - �, SEE PLAN r_. Q � _ �- CK DOCK LEVELER ,- GONG. RETAINING - / _ _ Q CE 0 _I WALL BEYOND -- - �: 'VOTES �- I p W/ 1''ANUCO.,R�. _--- - SHEET A3.� J• / 68 cn � �� Y_ C� O� - - (Y .� In 0 y 'I -- � FIN. FLR. Lt cY `-' 1 P.LAM. WAINSCOT � (� C) SLAB I�,SUR Q PERIMETER -- ----- --- L_-_ a TYP. CONIC. SLAB L. SLAB INSUL. DUCK-PIT Ii1 ___IIII SEE 6 RJCT. O IIII= III ____-- ------ SEE PLAN loadingsection BACK SLOPE TO C.B. ��v'` scale 1/4" 1. - 1=c�JN ATIO 4 stair section 5 stair section ��, 3.81 rte, G N scale 1/4" _= 1' 0" scale 1/4" - 1' --0" -- S1=E STRUC'C. PETEP W.SCHROEDER SEATTLE O WA OF 17 OF ';.,I Q y., r: - F.,` .�:•p�� 4 1I F THIS D041MENT IS LESS ! I ! I I l l t 11 : III III 1( III r11 111 111 i t 1�'1 .1 . 11 1 j 1 f 1` T I 1 I I I 1 �1 �,I III III I I III III III III III 1 1 1 III I I III ! I I l I i 11`1 ! ! I I III IIIIIII III III ' 1 11�1 (1 — 1 l 1 13 4 1 1 � I I I I I I APRIL 2 • LEGIBLE THAN THIS NOTATION, � 8 � lU 11 12 � � J�3 _ _ ----—�e-- ------_ _. -. _� IT ]S DUE PO THE QUALITY OF � -- — — 1� --___� . No 36 Bj' � 711E ORIGINAL, DOCUMENT. — — -� _ _ �__ _ _ _ _ - E 8 Z B Z LI�Z I Z Z i'IZ E Z T Z O Z 6 I 8 $11 Z F T T t1i BL9 �4Illi rll�ll! IllIrIltlll►lllllIll�ll11ll�llll ILII IIIIIII I III I I�IIII�IIII11,11 II!IIIII� IIII IIIIIIJII P r r t'A t I door shedule I: _ FRAME LABEL GENERAL NOTES: ROOM -___ SIZE - --- -- - ---- -- ---- -- --------- --� -� ._- _ REMARKS , � NO. WIDTH T HEIGHT TPE� CORE THK. MAT'LTGLASS MAT'L- H7-AD JAMB THRES. A. SEE SPECIF{CAT{ONS FOR ADJ. RETAIL 99A 3'-0' 1'-0' B GLASS ALUM. ALUM. _ 15 FINISH HARDWARE. 938 3'-0' �'-0' B INSUL. _I 314' MTL. J MTL. - -- -- — --__ 15 __—_ ---.__ ___ B. SEE ELECTRICAL DWGS. FOR LIGHT FIXTURES. rn SALES 100A 3'-0' T-0' B INSUL. 1 3/4' MTL. MTL- 51 51, 52 — (PR. 3'-0') 5, 71, 8, 13 T ' 10_08 2'-0' 124' C iNSUL. — MTL._ _ MTL. _ _ _50 49 48_ _ v—_ 10_0C 12'-0' 1'-0' A_ _ GLASS _ ALUM. _ ALUM. — _ 44 45 48 10_ —_— — SPECIFIG NOTES: 100D 12'-0' T-0' A GLASS _ ALUM. — ALUM. 44 45 4'1_ (0, 710 — I. VER FY HEIGHT OF NURSERY GATE W/ 5. PPOVIDE METAL CENTER MULLION. 8. PANIC HARDWARE. 15, DOOR TO MATCH SIMILAR EXISTING 100E --6'-0' 1'-0' G GLASS ALUM. — ALUM. 44 SIM 45 SIM 41 SIM -- T- ACTUAL GRADE ELEVATION. 6. AUTOMATIC SLIDING DOORS W/ EGRESS 9. PROVIDE 6' X 6' X 1/4' WIRE GLA55 RETAIL DOORS. o VESTIBULE _ 1014 12'-0' l'-0' A _ GLASS _ ALUM. ALUM. _ 43 SIM 20 46 — (PR 12'-0') 6, 10 2. HEAD HE .'3HT �'-0'. CAPABILITY FUER UBC STANDARD 33-1. VISION LIGHT. _ _ 1Q)1B_ 12'-0' �'-0' A GLASS _ ALUM. ALUM. 43 _ 41 (11,11R. 2'-�'j 6, 7 3. "ROVIDE 10' X 10' X 1/4' GI-EAR TEMPERED (REQUIRES DOOR MODIFICATION TO ALLOW 10. DOUBLE GLAZED TRANSOM (EXCEPT -- --- - - - - - - -- GLASS VISION LIGHT. FOR PANIC HARDWARE 4 AUDIBLE ALARM DOOR 1015), STOCKROOM 1025 8'-0 9'-0 G _ INSUL. - MTL. _ MTL. _ _ 51 _51 4. PROVIDE 24 GA. GALV. BRAKE-SHAPE REQUIREMENTS. GOORD. W/ CONTRACT HARDWARE 11, CENTER ASTRAGAL STRIKE PLATE. +l _ - 1028 3'-0' �'-0' B INSUL. ! -3/4_ ' MTL. MTL. _ 51 51 _ 'I,8, 9 - __- JAML3/5IL.L GUARD im S,rRIKE JAMB 4 SEE SPECIFICATION SECTION 08110 - HARDWARE.) 12. PROVIDE 12' X 12' LOIJVER _ 10_2C 3'-0' 3'-0' B INSUL. MTL. MTL. 51 SIM 51 SIM 51 SIM ?, 4, 13 BILL. FABRICATE W/ HEMMED EDGES. 1. EXIT LIGHT PER UBC, 3313b W/ SEPERATE 13. DOOR TO SWING 180', POSITION IO2D SPECS SPECS B 54 54 T (PR 3'-(9') LAP 4' OVER WALL FINISH 4 BUTT POWER, ILLUMINATED EXIT SIGNS PER UBC 3314, FRAME TO ALLOW FOR SWING. LUME3ER I(d3A 16'-0' 12'-0' _D ROLLING GATEGAL. STL. _- _ _ _ _ SEE SPECS TO DOOR FRAME. (SIGN 'T1415 COUP TO REMAIN UNLOCKED DURING 14. EXIT LIGHT PER UBC 3313b W/ 5EPERATE 3 . . NURSERY - 104A 1'-0' -8'-0' E - SWING GATE - GAL. STL. - _ 38_ 38 - 1, 8, 11,113, 14 BUSINESS HOURS' IN DOORS 101A 4 1018 ONLY), POWER, ILLUMINATED EXIT SIGN PER UFC 3314 0 0 a� STAIR 01 1054_ 3'-0' 1'-_0' B H.M.- _1 3/4' MTL. MTL. _53 53_ 3, 1 _ _ (WITHOUT BACKUP POIW R). EXIT LIG! 'T TO STAR 02~_ 106A 3'-0' -_ 1 -0' B- H.M. MTL. MTL. _ _53 53 3, 71 PROVIDE 1RAN50M ------� ILLUMINATE EXIT SIGN WHEN LIT. CONFERENCE 107A 3'-0' 1'-0' B S.C. WOOD MTL. _ _53 53 3 -- W/ AUTOMAT C DOORS - LOUVER WHERE 1018 3'-0' _6'-8' B S.G. WOOD MTL- 53 53 _- - -_-- - GLASS VISION-- SCHEDULED 21M LIGHT WHERE ti ::.107C 3'-6' 1 1'-0' BN,G. 13/8' WOOD (FR 3'-6') SLIDING � SCHEDULED _ �:,. * -WOMENS 10_AA 3'-V l'-(I' B H.M. 1 3/4' MTL. MTL. - - -53 _ 53_ _ 12 - -- �.- �__-,_� - r r ,� � y5- t !"TENS_ -_ 110A 3'-0' 1'-0' B HT'I. MTL. MTL 53 _53 - I? -- _ __ -_-- Fji I 1 COMMISSAR)- IIIA _ 3'-4' 1'-0' B NM. MTL, MTL. -- -53 53 _--- 12 I C EHEC. 1124 3'-0' 1'-0 + B H'"1. `ITL. MTL. , 53 53 12 CN - - _ _ FLOWER SCOP 1134 12'-0' 1'-0' A GLA°5 ALUM. ALUM. 44 33, 45 48 6, 1 10 i ----- - - -- - -- - - t - 1138 3'-0' T-0' F GLASS ALUM ALUM. 130 SIM 30 48 1, 8 - 1 � •,� '1 _ 'WIFE tl A'�� I •��w"J�•+ Itr� oZ + 4 6 7 z 840 I I I i I I I • I I ( I 1 N cz -_. _ _ _ _ _��- - • Q) V) E------- — AISLES TYP. ---- I LL_ -� W1lo r- _ U v __.T _ _ - _ r ; - _ --- , �-- - SKYLIGHTS �. ^ \' CA ET Q., SEE F1N1 - r �— I I I J 130 N >. SCOE „I1.E_?NEEt AS I CN - - - N N E �; z ' i I o I RECESSED +�+ c? 000 0) �, oo lu A WEATF-IR c cn r-) UJ I N I s I I ALL - -- m e ; I cri E� - - - - -- CARPET - v Q r., c lu - COLOR A. Q o N - - 14, 111 ~ �❑❑ ~ Ui I I Q W 1 - - -: s- �n.a, - ----- ---- - -- -- -- ` a, Com! ,R. pT=1j \+�+ OULC (� L_ U to Ln Li LQ V) v 26 a i i --.�,-_�� --• r -; f- 23 I -- 24 -- _._ 25 1 27 28 ' N > r Q a� Q I – LW _ — r L --,-- -1- - °: uJ cu4 Q - - _ - - - _- -- -- - - - -� - - - - - - -- - -- --' - -- - - - —if) I - _ f�� - — r_ •.. _ �. - - -- as C0 - - RECESSED _ - -- _ _' AISLES, TYP. 4 0, x -0, 15 16 17 118 19 20 21 22 (A j �— I � � C��7 _7 [�_- ALL WE Al NE R i CARPET NOTE: THIS PLAN IS FOR CARPET/TILE INFORMATION IN SALES DOLOR A. 1 211_5' 1'_0� ' � 1 __ akEA ONLY, SEE OTNEf' PLANS 15L;-4EDULES FOR FINISHES- -�— ' -- w IN OTHER AREAS, VERI�Y FI;<TURE LOCATION W/ ERNST Tr I -;/—FIXTURES, TYP. O ry �JI - a -�-- - - -_r-�-�- - - - _ - - _ _ _ - _- - - --- f i x t u r e Ian u- 55 0 71-'.� c n l e 1/16 _ Vr 0" -- - - _ _ - ----- --�--- __ s , 7_.-'_ w i - - --- m I - _ �11 -�,V NORTH • � �� - - ... __. _.._ .- .. .._-_ O I �� ' .�R-.•3G��..rrw.J.�w•...r..r—.r.«.r r......ti...«««•••-�M.«�._.««-«..._...«._.«_..«.......-_ � -.._«..«..w..._._. ..»._.....Y • ___._. _ _ - ____ _ ._ _. �•l I-� SECURITY T OU,'N - - -__ -_ .._ _ R ,� ABOVE � 4 1 VERIFY DIMENSIONS W/ ERNST PRIOR TO CON5TRUCTION 1 I I I_1J u� I I I I f^ IIS I_,J I I D LJ F I I-IA r CD l A ' 1 1.9 4. 4.9 3181 r� C� PATI-�1 W. 5��1 DER ►--� SEATTLE WA yr .., •..rt.«..wYMw1IYIMMwUkw, BUF'920M41 19 OF 34 x r L._� - Rn.«. � I I I I1 i I I I I I I I I ' ,. 1 I I �'r TTIT 't� II TH�,B DO�#tMFNT I6 LESS I I I I I I I I I I I I I T11 11i 11t1�T�I��ffi t�TIF IIIA 1 A,IVIII VIII I IIIIIII IIIIIIIIIIIIIII ' IIIII I IIIIIII IIfI'�It III� III IIIIIII III III 111) 111 LEGIBLE ,PIAN THIS NOTATION, I 1 3 I I 11 I APRIL n --� --- --- 4- --- --- 6 8 1Q 11 _ 12� � ,�� 993 1 ~ —_ __.. T.YI' IS DUE TO THE QUALITY OF -�-- -�-----. _ Illi EIlli�l�8I11 ZII1I 111B1�11 Z11lllllLl�llZ I Z . fi%I ' _ _ _-- -^T-,•---�- . - THE ORIGINAL DOCUMENT. NoJE &—t-e.r LLT8 lil11II1I(11III I Iiiiii ► llIIIIQIIIIIIIIl�illl IIEI lllIZIIL� IIIII,iIlIIIIiIIil�lul11ll , Nsn++xx _. >xI wall section notes .� , . K TYP. ROOF %� +� '► ASSEMBLY �� I. TYPICA._ SLAB CONSTRUCTION: T.O. MASONRY Or CONCRETE- SLAB WITH REINFORCING PER STRUCTURAL DRAWINGS. " - - - - --._ -- - - --$ 11rJ' t 22'-8' VERIFY, SIM., MATCH EXISTING MATCH EXISTING 2. TYPICAL PERIMETER SLAB INSULATION:_ �/ RIGID INSULATION INSTALLED AT INSIDE OF -� 4X8XI& BRIC< TO FOUNr,,AI 'ON WALL TO TOP OF FOOTING. -I• x' MATC14 EXISTING RETAIL 3. T"PICAL SIDEWALK SLAB CONSTRUCTION: t/ VERIFY SLOPE, MATCH EXISTING 4' CONCRETE SLAB WITH bXb 10/10 WWF, SAW CUT CJ.'S PER PLAN, E.J.'S - 201 / • 30'-m' O.C. MAX. (EVER'' gIXTH CJJ WITH COMPRESSAB_E FILLER r� 12 f -- STANDING METAL SEAM • I 8 24' O.C., ON 3/4' PLYWOOD 4. TYPICAL TILT UP CONCRETE PANEL ✓N 2X WOOD TRMJSS TO EXISTING - = �✓ �,� LEDGER -- FIELD CAST TILT UP CONCRETE PANEL PER STRUCTURAL .- MATCH EXISTING �, 7 c� PER STRUCT. I1 DRAWINGS. FURRING AND INSULATION BY 5E ERA.E CONTRACT. rn x FRAMING NCI _ a' ` r- - v ! 202 j s 12 -0' vERIF`r', 5. TYPICAL EXTERIOR BRICK WALL (TO MATCH EXISTING) ALiGN FACES -- „ ti - ---- - - MATCH EXISTING 4 XI `t ? XB 6 BRICK VERIFY TO MATCH EXISTING. �a E:.O. FRAMING >` _ - -_ - y- -- - - - i� (+. TYPICAL ROOF o,SSEMBLY (TO MATCH EXISTING): o --- - -- --- --- -- ALUM. STOREFRONT * - 10'-1 1/2' VERIFY, -- -- - ---- --_._-- _- - - MEMBRANE ROOFING OVER 3/4' PERLITE BOARD, � MATCH EXISTING <* i I f_ _�� SYSTEM TO MATCH I N ! ! �'-9' -� 00 ON 3/4' PLYWOOD ROOT= SHEATHING. R-19 BATT INSULATION, Q V SIM. AS I i - C� I EXISTING RETAIL IX F.O. PLYWOOD VAPOR BARRIER ATTAC�,ED TO UNDERSIDE OF PLYWOOD REQS RED -r VERIFY, MATCH EXIST ING ROOF DECK CRICKET TO BE OF CUT/TLF't'ERED RIGID O U INSULATION ON TOP OF PERLITE BOARD. VERIFY TO t!Ik EX!5 r '`G / Q - - - 5/8' GYP. BD. ON 3/4' MATCH EXISTING. --- WRAP FINISH ONO CW « 1 � PLYWOOD �� 3 EXISTING FINISH, MATCH ; ; 6 ?- 1 -4 o > t TO BE SEAMLESS ' ' 2 PERIMETER ------ Q p n <\/ SLAB INSUL. - uI ' CRICKET TO CONC. SLAB, 0 MATCH EXISTING O SEE STRUCT, VERIFY MATCH Ex'STING a _ _ d FIN. FLR. - -_----- ——— — -_- = 4'-(o' ABOvE ERVST ' I r V-1N. FLR., MATCH I 0 ADJOINiNG RETAIL N — 1 I CSI I0I c = I (u 0 Com. E WORK THI&'= I Q o +--- REMOVE EX'S''NG � :.---- REMOVE EXISTING � Q WALL, DIS''05E Or i i WALL < CONTRAC:.T — li > REMOVE C_ONC: o wall/canopysection o L T O`vGRETE rC ALLOW NEW SLAB scale 1/411 = 1'-0" u � rn TO BE FUEL S''EGII-IED .-• THICKNESS < FLUSr-I ' ' -- 3: 0 0 WITH EXISTING r_____SPEET TO MATCH TEX15 NG QCAP t X I O .J ' ' ►- uI RETAIL (D oCN 40 - III u co U) IU 1 L In N ' O 3 PROPOSED NEW RETAIL EXISTING Cn 12 O Q) ;1 adjoining proposed ; ; -__- - - ----,� -- - - -- - -------- - -- - }� ERNST I - - R T41L 0 retail ernst 0- Cf) o SCUPPER -- - -_— �; crC ai TILT PANEL 4-4 ' - PANEL iOINT L -- -- WRAP FINISH ONTO � � , O U ; EX'S 'NG FINISH MATCH MATCH EX15 T INC / MATG�-I EXISTING ''G '✓E SEAMLESS � .�� -►--- -_ - -- - DOOR AS REQUIRED II - C a: AS REQUIRED 1 TNEMEG PAINT TO MATCH EXISTING ¢Y\, ,. �� east elevation o r •— .�� \\ " / , scale 1/8, - 1' _U" C >� i i •� �" Q SLOPE GUTTER TO /r//' \ Q F- \N DRAIN TO EXI5TINI '� \ DOWNSPOUT / \ 20 •/2' SHEET METAL CAP --- \ TO MATCH EX15T!N6 A5' NEW STANDING 5EAM - - -__-_ _ �i�/ RETAIL :d METAL ROOF TO MATCH \N\ EXISTING ✓ EXISTING NEW RETA'L PROPOSED l EEt4 RETAIL - - - ERNST - -- �ti1 �` +�• lel \ \ \\ •`�,% _ - - - -- - -- - - .,_ =rt- - 4X8X1' BRICK TO l MATCH E YIPSTING � \ STANDIN6 SEAM METAL Q LII __ CANOPY TO MATCH 5Ei` '-E= 42 X04; l��✓ ONAL _ -- - --- - u .77: -__ _ - - - -- _ - _ y -- -- �_ EXISTING RETAIL - - -�. Lr - - - - - -- - - (n CD J SIDEWALK ;NFC RMATION METAL CANCPY ABOVE ' �m - m =_. = I I _ _ - -.I 0 - LO < ALUM. STOREFRONT t:Y3TEM TO MATCH N F " i I_XI5TING RETAIL kD 318; CLEAR TEMPERED GLA55 - X8X1b BRICK. TO ---CLEAR TEMPERED n PETER W. SCHROEDER �--� MATCH EXISTING GL 455 r RET,41L, T 1''P. �� r� glIIIIIG� , adjoining retail lar Cr SEATTLE „ p northwest elevation .� WA o -- l j o„ Ing p root Ian scale / scale 1/8 1 U ' scale OF NORTH �••%�IONE ��i�r�� ' 1 C- err � ; R, .; •; k f) OF 0 IP J THS8 DO6IENT IS LESS 111 III lllllll IIIIIII 11fr11 11111jC 1_111 1 lr(�1�r � � IW___ /11 X111111 I I IIIIIII IIIIIII IIIIIII VIII I III III IIf'�II 11t� III 111IIIII � II III III i I APRIL '� w " t 1_. 1 ---I 12 11 I I 4 I I �1 j� �. 6 1993 LEGIBLE THAN T�!T S NOTATION, h--I -- ---�--- ----__ -• --�- 6 --- 1__.-_._. 8 J U 11 i IT IS DUE TO THE QUALITY OF - --L----.__._-�-- 1'IIE ORIGINAL DOCUMENT. -- - -- No 96 &-na-m>w - E .11, 8Z 8Z GZ — St�Z fiZ EZ Z TZ OZ 18lC 9[TLt 8i ��T 16�T � i 5T � Ti OIT 6 L IIII 111f>llll�llll�l!II .IIIIIIIIIII�IIIIIIIIIIIIIIIIIII!Illlli�llllIIIIIIIIIII�IIII lll�llllIIIIIII�IIIIIIII(�II!III!I�IIIIIIII�I il!IIIIIIIIIIIIIIIII�IIIiII II ' I II i IIIIIIIIIIIiIIlli�llll Ilil�llll !lii�!II; III �I !� II ! ! I I , V Ill ill1lll I�Il�llllllllll I I� IIII IIII I I IIIIII IIIN I e STRUCTURAL NOTES: 91 -78. SN r i 10/9 ) THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE : CODE: THE UNIVORM SUILDING CODE (UBC) 1988 ED IT OF OREGON AMENDMENT. ;-� �: .:. LIVE LOADS: r. ` ' ROOF 25 PSF (5NOW ) NUSERY - - _' -O'• 1 4a -O' ; -O' I _ ti3 -O' __- ---- 02 - I MEZZANINE 100 PSF ADDc t7 _ ' WIND 80 MPHo EXPOSURE ' B ' L_0An s � A. rte- --- ---' -- - ---- - ----_�_� —�.- � �.N,. I ' SEISMIC UBC ZONE 2(8) I - ---_- __ DEAD -DEE AWCH Vt)K ',Ln[� SLOPE _.-.. : - - - ------ ---- -�'~--- 1--- -- ---- - - - - - -- - - = - - '�' -O ., O' � a: a' � � :.CAD5: f, L.HAN&1E`�I -;Qc��ICE �CNTFOL ROOF/NUSERY/ 15 P ;F ( IhCLUCING TRUSSES, NOT INC ' JOINTS e COLD' OL S. I STEP FTG 5 i 512 �� SIM I LUMBER BEAMS ) . I D FOUNDATION: 2500 PSF PER SOILS REPORT ' -___-__--------_--= '- --__-- _ --------- : - - - - - — .+% �-= Z ,-�� ,_ � �i- \� CONCRETE �� F ' C - 3000 PSI , INSPECTED ( 5-1 /2 SACK CEMENT PER C. v . MIN. ) ' N ;� t ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECT ION OF �� x MATERIALS SHALL BE IN ACCORDANCE W/ THE ' �10 B' SAAB 111iTN 'S "�"I I _ NTROL JOiivt " I / - 11 `�N� �i �� UBC AND ACI CODE 318-83, SELECTION OF MATERIALS SHALL BE SUCH AS (, y S2 m 12'O.C. EAGI� WAY = I 1 _ 1111 SII ;� J� i�/1 , TO PRODUCE A DENSE PROPORTIONING OF AGGREGATE TO CE+SENT SHALL BE 2 4 SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 11MAXIMUM SLUMP b \ /I I 1 I - - - SIM. 54) -:`' ST ATG, �, I ' E �� I WHICH CAN BE PLACED it/O SEGREGATION OR EXCESS FREE SURFACE WATER I� U I ' i �� FOR ADMIXTURES SEE SPECIFICATIONS. - oD �J IIn_ r --I Z_ ---------- _------ ---- 1 ./2" CHAMBER AT ALL EXPOSED POGES UNLESS INDICATED OTHERWISE ONL�___r —= �_-�- -_=_ --=- r t I L - I I ' v ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR INT'tAIN --= ----=-- -- 1 - L� J // J _ -- _ li E L J 1 L_- r G �.� C ' ALL CONCRETE EXPOSED TO WEAFHER WITH 3% TO 6Z AIR BY VOLUME . .: \ 1 II ' REINFORCING STEEL : - lo' I:JAL� TD TOP OF SLAB - � ' I (°Lil t � ALL CONCRETE REINFORCING iTEEL SHALL BE DEFORMED ASTM A615-78 t� Q i ,L'ITI-+ •4 A 12'O.C. EACI4 i \� III E i 512 c5 GRADE 60 ( fy - 60, 000 PSI ). LAP CONTINUOUS REINFORCING BARS 36 Q; 3 ry`, I TYP II; BAR DIAMETERS, 1 '-7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS -� a > L � i X-BRAGINCa I 2'-0" BEND, WILL. BE PROV !nrD FOR ALL HORIZONTAL REINFORCEMENT. C:) L-) cr r ACTICE Q J LK I 5' SLAB OVER 4' GRAVEL r � E r__�ka � ! i DETAILSTEEL REINFORCED IN DCONCRETE 'STRIUCTURES`'. OFt FTDEDAWIRERFABRIC ` v II I I , OF DETAILING fll u_ Z � ' W/ 04 0 12' O.0 EACH WAY �' L -I • I �. - - -- - -_ _l� ; (WWF ) TO CONFORM WITH ASTM A 185. �J CENTER OF SLAB � ' i L-`J I i REINFORCING HOOKS TO COMPLY WITH ST"NDARD ACI NOOKS. � �• I I POUR 'SLAB CHECKER BOARD I I ' i - COVER TO MAIN REINFORCEMENT TO BE: �t _ J X SII , / PATTERN I I ENCASE COLUMN IN 12' DIAMETER I C� 1� �. J .) II I I I I CONCRETE FOR 6'-0ABOVE „ N T a Q W ' 2 1 i i GRADE, TYP 6 LUMBER/NUSERY i -? BOTTOM OF FOOTINGS: 3 v 1 FORMED SURFACES: 3/4" INTERIOR FACE LI1 ' ! 1 ' CS 1-1 /2" EARTH OR WEATHER FACE CJ Q H I" A 54 A A I A I I I ' r -� r - r-�-� - -- - __ _- r . -� — - - - --- - - -- I T�- — - --- - --- - -- — - — - __� -- - -- I co Q TI_ _� IT i T _l CN E �I-_ _ �� TYPICAL SLAB REINFORCING: 6X6 - 10/10 WWF p 1 L _J L�_J r---1 I TYP `�� p !1 10 - • -I F �� -- TYPICAL WALL EXPANSION JOI NT AT 20' -0" 0• C. OR SHOWN ON PLAN. x 0 BPI' I TYP I L ._J \ 512 i SII STEP FTG r ' , _ „ Q t� v 54 I � TYPICAL SLAB, �� - JOINT AT 20 ' -0" O. C. OR SHOWN ON PLAN. ¢ 0 • r=----------- ----- � rl I I TYPICAL � I I �•� •..n-.ti....'_'• ` � O U I + I I REINFORCING STEEL WELDING: +• , C I I I- ;-� OPENING 1m t� ALL WELDED REINFORCING STEEL SHALL BE DEFORMED ASTM A615. moo � r.:. ONTROL JQ1 T, TYP I r iI E I S11 TYP I I I GRADE 60 (fy 60. 000 PSI ) AND WELDED PER ANSI /AWS D1 .4-•79 _t E lIl u "STRUCTURAL WELDING CODE-REINFORCI ":G STEEL". PIECES TO BE WELDED -� < W1 c C E AT .a i��L'� �zGf� p 1 i i •4, +iILl2' OG EACH WAY VEL WITH • L1 I - I I I SHALL 13E PREHEATED IN SUCH A MANNER THAT THE CROSS SECT I0!V OF -HF ` 3 0 o . i �S4 TYP I 3 H W I BAR OR PIECE SHALL BE AT OR ABOVE 500 DEGREES F. AFTER WELDING Q 1 � I I F .. 54 I I , 1 _- - ! _ , J�- , rS COMPLETED, BARS SHALL BE ALLOWED TO AIR COOL TO AMBIENT t - - - a� N . I I -1 •-I !, err TEMPERATURE. %JUENCHING IS PROHIBITED. ALL WELDIIJG TO BE BY WABO v 0 L,--J I CERTIFIED NELSIERS. A OR A5. 5). EJFRESH LOW HYDROGEN E90XX ELECTRODES (AWS o DESIGNATION 5. 1 5) IF WELDED REINFORCING IS TO BE BENT, I✓� o c B BENDS SHALL CONFORM WITH ACI STANDARD BENDS AND VO BENDS SHAL'_ 8 : CDIn ' - - -- - -- '- I I --- - - - -- - -=- - -- - --- - - '' - -- -- - ---- - - -- �� WITHIN 3" OF WELD. o �. L - L -J - - -L --I- --- - - L J 1 I ;' PROVIDE SPECIAL INSPECTION PER UBC SECTION 305( A)4 . �- Q) Q I �y1 ` H�:'+• -j I � 1 i i � I STRUCTURAL STEEL: n•- '- °) U o I U O � I � I I t0 u� ALL WORK IN ACCORDANCE WITH "RISC SPECIFICATION FOR THE DESIGN, � v p FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND I I I r i-� i SII TYP THE "CODE OF STANDARD PRACTICE". STRUCTURAL STEEL SHALL CONFORM > Z r I u 4' SLAB OVER 4' GRAVEL ; I TMP - - - ' - - r; - - --- - ; -- : - I v w U 'J `�- I W/ '4 • 12' O.G. EAGN WAY I I L�_J_ _ TO THE FOLLOWING STANDARDS: <L L_ I II I ASTM A-53, GRADE B (Fys35. 000 PSI ) .� I STRUCTURAL STEEL. D � II CENTER OF SLAB I I I 2 ! TUBE COLUMNS: I ' I POUR SLAB CHECKER BOARD I , , ASTM A-500, GRAOE B (Fye 46, 000 PSI ) � a; .:1. I ' TYP ! u '� ' WELDHEAD STUDS: ASTM A-108 ( Fy 46, 000 PSI ) SIB i PATTERN, TYP. I I -0-� i BOLTS(W000 TO STEEL) ASTM A-301 v I I iI I - w; BOLTS( STEEL TO STEEL ) ASTM A-325N LIZEXITING i I ' I ' 1 8 PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 26G FOR ' I A II 1t I. CONCRETE. K.M.MAW ASSOC !ATES APPROVED EXPANSION ANCHORS MAY BE r~--� A r___1 A r -�A -, ' I I F I , ri USED INSTEAD OF ANCHOR 3OLTS IN CONCRETE. ALL WELDING TO CONFORM "\ :� -- - - -- - - - __- - - - - - ---- - r ♦- r --- - .— . --- - -- - --,- -T- - ; - - -- - -iI - - -- - - �-? - - - - --- - -- _- _ -- _ ?,:� - --- - -- - I I - i - - - - -- - -� WITH AWS D1 . 1 -86 "CODt FOR WELDING IN BUILDING CONSTRUCTION L�_J LJ_J L�_J L _� I I ----' - '- - -- - - - , _:jJ- - - a - -- WELDS NOT SPECIFIED SHALL BE 3/16" CONTINQUS FILLET MINIMUM. cd ALL Z \ ' Lrr1 E ' --T I ASH WELDER81. WUSEIFR SH E70XXASSOCIATION ECTRODES. 'BUILDING SEE OSPECIFAICATIONSCERTIFIED WELDS FOR —_ e-- - POUR STRIP % I I _ _ 11 51M co '- IN. TY r`-`�E I I -- � ITEMS TO BE GALVANIZED. NOTE: BOLTS ARE NOT AN EQUAL SUBSTITUTE u \ \�\ I 5 0 M P I 1 II I U / > FOR WELOHEAD STUDS. : 5 I I SIM , d. LUMBER ROOF DECK: ♦ '' ROOF DECK TO BE VERCO TYPE N -211 22GA r' K. M. MAW ASSOCIATES �,,,, APPROVED EQUAL. ATTACH PER NOTE SHEET S3. FUDDLE WELDS TO Cj SUPPORTS TO BE 1 /2" DIAMETER OR 3/8" X 1 U-LAMINATED BEAMS: Q GL O G _ - ' ALL CLU-LAMINATED BEAMS TO BE 24Fv4 OR 24Fv8 (FOR CANTILEVERED) � - II; - -r-, -- - - - -- - - - -- - - - '- - - __ _ - - - - - - - __ _ i - _ ___ - __ter-� - - �_ T4 �, _ i I L _j i I m WITH WATFRPROOF GLUE. SUPPLIER TO PROVIDE AITC REPORT TO THE U. c J^ LTJ ------- -- _ �-- - •---- -- ----- - --- �`` --_- = -"� --� }--- - { ��--�-------�-- STRUCTURAL ENGINEER WITH COMPLETED SHOP DRAWINGS INCLUDING I C + . - E I ' COM?UTER LAYOUT DRAWINGS. ' r G I I'. 5 1 1 1 r , --_-- --_----------- --- - - _ I I - I F'f— I TRUSSES: S jl I I I J cs+w _- __ —_ 1 J l_ I TYP V �.� --`- I I r � � II I S4 S11 I i', w� I TJI AND TJ 60. TRUSSES TO BE MANUFACTURED BY TRUS-JOIST. TRUSS SIM I ! -- = ___---_---- ' ' ' I MINIMUM DESIGN LOADS TO BE AS INDICATED ABOVE UNDEF: "DEAD LOADS". - _ I '-11i AND "LIVE LOADS" PARAGRAPHS ABOVE AND FOR SPECIAL LOADS INDICATED — --------------.._ I I -+ I _ _ I -_ � + I I u I I i ,� i ON SECTIONS, TRUSS MANUFACTURER TO SUBMIT PLAC '_AG PLANS,DATED BYOA �' I _____- -_---__-_ L__1--_--_ --_--_--- - - ---- _ - _-- ' ° ' DRAWINGS AND CALCULATIONS ALL. STAMPED, SIGNED ND i�..I !I I --._� _ _.i=1______7 — ♦. h I I l I I __ - �'1---- -----_ -- - - y - - - WASHINGTON a �- - - - - -- - -� - _ ____ STATE OF LICENSED STRUCTURAL ENGINEER FOR REVIEW PRI R W 1 --- fi - - - - FABRICATION. MANUFACTURER TO VERIFY SUSPENDED PARTITION LOADS, 12 ' MECHANICAL UNIT LOADS AND FURNISH ADDITIONAL TRUSSES AS REQUIRED. g-1 I i IO 511 STEP FTG SATE BLOCKING, BRIDGING. TOP BEARING: NOTCH PLATE AND WHATEVER ELSE IS u / "/ II I !6 COLUMN r AND FOOTING 5CNEDULE RE IIIRED FOR A COMPLETE JQB PER THE MANUFACTURERS SPECIFICATIQNS. / `� I I v M cw,, S F_ Q L V7 �. �tl Ty !� i TYKE COLUMN SIZE FOOTING SIZE 1 I A TS bxbx3/5 h'-9'X(o'-9'X1'-6' TIMBER: Z z 2X12 ( S45 MEZZANINE JOISTS D. F . A2 ( Fb-1450 PSI REP) '� LTJ I ,L'/ 6-% ESOT I 2X4 ( 84S� STUDS O. F. A2 FPF O-- /I} I F w2 U CD I I S y�. CL ---� EAGN WAY 2X b 4X PLATES, BLOCKING AND LEDGERS H. F. �2 �►J � B TS 5x5x3/Ps 6'-.3'xb'-3'xI'-6' LUMBER NOT NOTED TO BEI �� c A GRADING Rl1Ll: ,, FOR WESTERN �� W C� I I (A) (A) EG �B) =_O, :5) i� :' W/ 5-% E30r ALL GRADES SHALL. CONFORM TO "WW TS BEARING AGAINST 'FOOD � 0f �Q EQ. -- I _---r--_-_- _ l -� LUMBER LATEST EDITION . BOLT HEAD ANU NU EACH WAY C� A E TH STANDARD HER A WOOD SHALL B PROVIDED WI ST 0 CUT WASHERS. ALL 00 IN "ONTACT �r WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.. ALL NAILS TO = ' .-; _ - - - - - �" =`' -------•-- BE COMMON NAILS. UNLESS INDICATED OTHERWISE. NO SUBSITITUTION OF l - 22d'-0 C T5 5x5xI/4 5'-9'x5'-9'xl'-o' .. ._---- - - T DOUGLAS FIR A L ALLOWED. W E D 4' ACI OTHER H E R SPECIES FOR I / ro �'� • -- ------ _-•----- ------------ - -____ .____ _..__._... . --_ --------•_. _ E � WAY 1 1.9 C' 40 -8 /� / ALL WOOD ►N CONTACT WITH CONCRETE OR MASONRY TO BE TREATED. - D TS 5r.3x1/4 4'-9'x.4'-9'xI' 1 LU/ 4-"5 BOT SPECIAL TYPICAL BLAB EXPANSION JOINTS AT ALL COLUMN LINES EACN,WAY AND E.ACNWAY CONTRACTOR SSHALL TVERSIFY ALL DIMENSIONS In THE FIEL MID-WAY BMSEN COLUMN LINES OR 200•-0" O.C. ? X EACH WAY OR SHOWN PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTU RS ON PLAN. E 4' 6'x4' 6'xl'-6' DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY EN l W/ 5-'5 ESOT FIELD CHANGES PRIOR TO INSTALLATION. TYPICAL !SLAB EXPANSION JOINTS 3/4" COMPRZHENSIVE MATERIAL 60'-0" FACIIWAY ; r_�I I� I� �� O�� I �* I 0.C. BAC}# WAY AT >�XTEfiIOR 8L1►BB. T- l.+' vl.J l_ Iv r= fg rix.�.' xl/4 6'-@'x6'-J'xl'•6' „� - , ALL CONTROL JOINTS AND EXPANSION JOINTS SHALL HAVE a1BINFORCINO E3C;T01 BTIXEL dii SHOWN ON THN DRAWING. EA H WAS` II THSB DOt E�JT IS LESS ! li ! II ►I1 III III III Ilf�'1 hI� III r1r .�ll !jr it lfly�rTj Ilr��r rjr Y, TI1'J�1r Ilf I /ll ! ill 21 OF' 111 11 DLII III III III 111 II ! III I 11111111 11rfll III III 1111111 111 III II LEGIHt;E THAN TIHIS NOTATION, I I I� 13 1� �`4 I I I l I I I I I I I I I II I I APRIL 26 -- _ _ 8 io 11 11993I'P IS DUE TO SH£ UALIT �till I '1'ItE ORIGINAL DOCUMENT. -. -_--- __ _ --T- _- - £ 8Z tu, G1E11 Z �6Z £ ZtZZ 8i 9I `I` 9T 1 £i Zi t ► o�t88111 III Lill I 'I 1 IIIt111111II� lllll II III 11 l ll1 11111► I I � IJ II III 1 1111111 �� I l � I ILI Illilll IIIII IIIIIIIIIIIIIIIIIIIIIIIII111111 IIIIIIIIIIIIIIIIII,� I 111111111 I,I, I It II�111111►1i i III 111�I11111111�111111111 I I ILII III I II I I I ILII IIILIIIIII�III IIIIIIIIIIIJiI SHOP DRAWINGS SUBMITTAL: SUBMIT ONE SET OF PRINTS OF SHOP DRAWINGS AND ONE SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO K.M. MAW ASSOCIATES FOR APPROVAL Pk IOR TO FABR ICA f ION FOR : GLU-• LAMS, STRUCTURAL STEEL. MISCELLANEOUS STEEL, REINFORCING STEEL, SKYLIGHTS, WOOD TRUSSES. AND SPRINKLERS. SUBMIT THREE COPIES OF ALL SHOP DRAWINGS TO ' BUILDING DEPARTMENT AFTER REVIEW 8Y E%,GiNEER AND PRIOR TO FABRICATION. ALL SUBMITTAL TO BE COMPLETE, f - 7 SEQUENCE OF REVIEW: ( 2) 4 6 1 ) CONTRACTOR, 2 ) ARCHITECT AND 3) STRUCTUAL ENGINEER. y' a4 _0• -�; ' --- --,-- -_-- 43'-0' 60'-0' �; INSPECTIONS: PER UBC SECTIONS 3 5 AND 3 r - - - ALL INSPECTIONS TO BE P 0 0 42'_g 4 34'-m I PQOvIDE 4 TRt;SSES AT F.AGN - _ la � '�`�-O� t- 1 . FOUNDATION INSPECTION: "^ NA I A UNIT. LOCATE t—_- - _ - --- ---- 5 CST, i v -. w. to �. T F + EC NG L I 511 �,r .,,y � � � DETERMINE OPTIMUM DENSITY. TAKE COMPACTION OB TESTS OF PLACEMENT AND CENTER (2rr3,5SE5 ASRcC.�D I 5 5 I _- { flLl PLACEMENT. SOILS ENGINEER IS S15 35 vl5 S5 ' 514 �� 1 5la- F T RCPS e;.T NOT TO _ '" SIM ' I - STRUCTURAL FILL AND I S TO INSPECT FOOT I NGS �'JST PRIOR TO CONCRETE OR DUG D € � �� -4- _ _".8 EXCEED �s'-ra' 0 �. -- ---- S3 _ _ �_ _ - - - -- '� ARE AS ANTICIPATED. SOILS ...�,' - PLACEMENT TO 1NSURE CONDITIONS owk -_/ - 4x8 4x8 LEDGER ! _ ,_ -I I QQ� ENG I NEER I S TO PERFORM A RE V I EW OF WORK DUR I NG CONSTRUCT ION OF ` � - _ 5., THE EARTHWORK. EXCAVATION AND FOUNDATION PHASES. N CD 3OLH tY 30LN P _ — I I I x -- --tsr -- 2, CONCRETI' INSPECTION: PROVIDE SEA�1 515 ,~- -T,, _ -,� �SPsr Q; TAKE CONCRETE CYLINDERS PER UBC SECTION 306. VERIFY SLUMP. 3 T`iP - - CYLINDERS PER 50 CUBIC YARDS. t HANCsER, - I ` I TJ 60 0 48'O.G. x ,�� 30LN Lu 3mL1+ w 3 REINFORCING INSPECTION : o S1 VERIFY ALL REINCORCING IS PLACED IN ACCORDANCE WI Ftp APPROVED !� � TYA TYPE ' S12 I ,I�JA>rc _ - '`�-'`� - J _ __ �, PLANS. CHECK FOk REQUIRED COVER. SIZE AND GRADE. 1 0 � `v ` s Sim _ L 3x3x1/4 Y BELOW --� , _ _---- -- - - 'Q ' 'V O - - --- - - - -- - _ _ - / x a W Q 4. WELDING INSPECTION: INSPECT ALL FIELD WEDS INCLUDING ROOF DECK WELDING FULL 'a --` ' PENETRATION WELDS TO 5E INSPECTED BY ULTRASONIC OR RADIOGRAPHIC S12 _ -_. ��{ J METH00, SUBMIT INSPECTION REPORT TO K. M. MA 's! ASSOCIATES. ` -- __ I x CONTRACTOR SHALL PAY FOR REWELDIWG AND REINSPECTIC OF ALL WELDS a) 3 '►. NOT MEETING SPECS. INSPECTOR SHAT ^ ' o - -� -- C C —C r (Y I NOTIFY ARCHITECT OF ALL WELDS NOT MEETING SPECS , SFF . IAL o° U � �, -- --—n w ' I INSPECTION FOR A 325 BOLTS. - - 5. ROOF DECK AND [NSPECTION: ` I` NOTIFY TESTING AGENCY 48 HOURS MINIMUM PRIOR TO COVERING. N 6. EXPANSION BOLT INSPECTION: `� + 1:41- _ �) SPECIAL INSPECTION REQUIRED DURING INSTALLATION. CONTRACTOR IS j c }= 9 TO HAVE A COPY OF 7HE ICBO EVALUATION REPORT ON SIE. N A ----�— ( - ►- L L . 2..�P �N d. �, q 4x4 TYP. --- w I-�- � w' TO 7. ROOF STRUCTURE INSPECTION; ' ~ I CEMENT OF ALL ANCHORS BEAM HANGERS SEISMIC T ,LES G OF ROOF PLYWOOD. ALL T'1E ABOVE INSPECTION cv AND NA N :. ou. 1 REQUIREMENT TO Br. COORDINATED BY THE GENERAL CONTRACTOR WITH THE X o TESTING LAB, Ar.'�. REPORTS TO BE SUBMITTED TO THE ARCHITECT, OWNER ,� Q k I } 6 -- ---- --�--- ` I AND BUILDING DEPARTME;rT. Q �` SI � 4 –.-- � REINFORCING STEEL: � ALL REINFORCING STEEL SHALL. BE DEFORMED ASTM A615-82 (81 ). EXCEPT .U�• � � °' AS NOTED FOR WELDED REBAR SLAB DOWELS SHALL BE GRADE 4 44 TJ 6© e 48'O.G. �' J .:4 TJ 60 0 48'O.G. 40 TJ 6m * 48'OG. ,'na 40 TJ 6!J 48'O.C_ ` 38 TJ 60 s 48'O.C. I - Sim ` '�" � J, ,� I i ( y c SHALL i3 E G it A D E 1 'c Q o ' d F 40 000 P . I ) ALL OTHER REINFORCING U a v C I — �u ( Fys60 , 000 PS7 ). LAP CONTINUOUS REINFORCING BARS 36 6AF 4 I ! DIAL'�T�ENDIN . WiOi.LCRBEEE(�58X62R-tDl'AXE�ERO�� IATM12"N 0. CORNER BAR'S � I ` M C. ) PROVIDED 4) S 1 S1 • z I I _ _ _.--__ #2 . FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE �' ��_o +- ► I i - 4 -" � ;` � WITH ACI MANUA! OF STANDARD PRACTICE FO DETAILING REINFORCED � � cDcn X X I ;- " _ , CONCRETE STRUCTORES". REINFORCING HOOKS TO COMPLY WITH STANDARD CNN �i SS l / I ACI HOOK!. o Q W wI �� f� Lo cn ` s- , `✓' NOTE TO MECHANICAL AND ELECTRICAL TRADES: -(D � p , _ �t - 1 ADDITIONAL LOADS FOR N I _ �I CONTRACTOR SHALL SUBMIT T PLANS SHOWING LOCATION . LOAD AN m FANS. 1r AX TOTAL OF 2000 L -` ~ ' I d. ) c C'S ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANINCAL, ELECTRICAL. 1 u� PLUMBING OR SPRINKLER LAODS IN EXCESS OF 50 POUNDS. ANY ROOF N MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SSEEHOW a _3/514 `�I LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO K. M, MAW Q ai CL . } , �1 �- � ____,� ASSOCIATES FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS 1 EQUIPMENT. CONTRACTOR TO VERIFY ALL DIMENSIONS, U J I w C - v - - TYP _ NUSERY ROOF DECK: _ _ v U - I ROOF DECK TO BE VERCO TYPE N-24 20GA OR K. M. MAa ASSOCIATES o 3 � ! Qy _ _ --0a x APPROVED EQUAL. ATTACH PER NOTE ON SHEET S1. rn L ryu �� ' � PUDDLE W'tLDS TO Q l U � x m °D �� w �` SUPPORTS TO BE 1 /r. DIAMETER OR ?/B X 1 e -0 2 0 JOIST GIRDERSiTYP Qf 4 ► I I JOIST GIRDERS SHALL BE DESIGNED AND FABRICATED IN ACCORDANCE WITH .u, \ ► I L - 2 I CA 44._ oQ, I I I "STANOARO SPECIFICATIONS FOR JOIST GIRDERS". STEEL JOIST 0. ,- — ___��_- _ - _ - - w_Lly LOAD _ _ ` _ _ _ _ __ _ _ 1 U INSTITUTE. DESIGN JOIST GIRDERS FOR LOADS SHOWN ON PLANS OR AS r - - - - -- TYP - - - -- - REQUIRED. VERIFY ALL MECHANICAL AND ELECTRICAL LOADS. THE STAMP ` I _ '� - , - _ i I x .-; ,',;v�; AND SIGNATURE OF A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER 1IL It ---_ --� SHALL BE AFFIXED TO CALCULATIONS AND SHOP DRAWINGS. SHOP `1 '- •, m� � � ! DRAWINGS TO SHOW ALLOESIGN LOADS. co _ STEEL JOISTS: L. „4) •0 - - - u 0 I LH SERIES - IN ACCORDANCE WITH THE A1SC A'lD THE "STAmnARD � SPECIFICATION FOR LONGSPAN STEEL JOISTS, LH SERIES" AS ADOPTED BY 9 THE STEEL JOIST INSTITUTE. DESIGN JOISTS FOR ALL APPLICABLE L. z Cj VERTICAL GRAVITY. LATERAL WIND OR SEISMIC AND UPLIFT LOADS. SEE -x _� (X' TYF' I DRAWINGS. VERIFY ALL MECHANICAL AND ELECTRICAL LOADS. PROVIDE Q c _ _ O BRIDGING AS REQUIRED BY JOIST MANUFACTURER. THE STAMP .Alla S! -�,: �- `- `; -- - T -i� - - SIGNATURE OF A 'WASHINGTON STATE LICENSED STRUCTURAL ENG '. NEER EG 6-3/4 -- __ _ -i w _ _ _ _ _ .__ � NAL AFFIXED T ALC . LAT IONS-. 0 S � •-• 1 G S. S Hp. DRAWINGS E TOSHOWDALI.dDESIGNIr LOADS. S t,�"P - A_N RAW N L : 3x1/4 S7 U ! 2XI2 A-11 i IS 4-2x12514 _ S5 2x.2 51A Jr TYP (;�2) �/ I �!6'O.G. 4- x12 x ' -r+ 2x12 i . r3RIDGl �` _ 30�N, TYP 3(dLN, TY a8 i4- 12 _ - _ -I ED ci T L' S LA Yr L' T ?7i I x - - -LJ `n - LL 9_ t - \Q z 2 _�-� 1 - I � u ' 3 ! =' 513 - •'19 - u� _� �'I 51 SIM -5TAe- T 4--0 MOr-:u, E 55 -v�JJ� 1Ir:' .+ �I 4x8 LEDGER L_ �_1----` ELECTOR �' 3P�' Df' GIRDER -'� /• < SS-I- TYim q =r LJ � 53 - 55 i c � c� _ z 56 51, 515 Sim _ , SI JL 2-111x2 1/2x1/4 Tr,P _- S15 SIM �' 1 AND BO . AND X-5RAGE LINE LOA 2.5PSF I II L1J .. _ — , , HANGING OAD x 30 PSF I '� U OFFSET JOIST TO , GL C*LF- ' MISS WALL r ' �L GL �'' L-.J 0 I �. •ry _ -_�_- 5 - , ' cQ. ;I3� � -�' C j Q � 224'-0' 1 -- 4 4.9 6 7 � y I fRCCP FRAC*-l1NCS PLAN SCALE: 1/16' = 1' •m' .�►�.....a......- �,a,,, NORTH '" . ' �—. 1bta.+aserMlw'Is PLJP92004I i 7,9 .i WWI y r 22 OF - -:a'T+T.T+T¢xt Y:y'- r. + -..,,. r ^-_„'!�^!-'x7t.4.1R. ".R• dw . ... .......,.-......." .� ;?�,�-:. E � I I I I I I i I I I I I f 1 I� I I � t-t �,t _� r r-� �, T,. _.. . �1 i�-r i 1�I r �j't I r t I i I�r �.I I I I t I I t �t l .t.I •��.' ENT III 11 III III i�l j' t I III III i( I III ill 1111111 III III 11�-{11 ,1 �, tI I B&li-VS THAN Tk I I S TTI I I I I I I ! 1 I 1 I 1 1 1 r,�j p r _ _ jT_._ - ---^-� g —�_�_ Q A I,EGIBE`>�; THAN THIS NOTATION, � � I 1 I ` ! � 131 � 4 I � I 1 I � � I I 1� ( I 1� QP��L �.. � � � 7�3 I'T IS DUE TO THE QUALITY OF` —� No.3e �•��x� a ` THE ORIGINAL DOCUMENT. -- - - ----r-- ----till-I -�Zit I 8 LIlill IIIIIIII Illllllllllil��ll �lllll11111111111 Illllllll II!IIIIII IIIII►II�IIIIIIII IIIIIIIIII!lillll!i IlllllllIIIIINII IIIIIIIIIIIIII,IIIIIIIIIIIIIIIIIIII!illllll I I I I CC1C11111111i�llll Illllllll Illl�lllllll II Cl I i 1 ' CENTER LINE Cf: --- _ rill, __ 'r---- -- t-- BLC(--<'NG (2x4 P:-AT)Fl._ 1 '11 00D �T I i r ---T -- -+ ----a �- - . _ TYPICAL. —ZONE 'Od AT !Od AT 'Ud AT 1x4 FLAT � yCCNT. PLYL'1.) c�T►- =R PLYul- IN1EQ"'TDIAT7` BLKG AT ALL EDGES EDGE-5 5uPPCRT5 PLYL','D EDGES - =---1 ------- L____.1 --_� �__-- — - - - —• •— I I I I I I I 1 I 1 I I ......... I bloc. 6`OL 12'Oc. NO I I I I 1 1 1 1 I I EDGE5 OF PLYILD, T- TYPICAL i \\ I \ T'54)(4-A Y � e �t ,x• II 6'OC bloc- 12'Oc YES -r 7--`- r ---- r----T - ----, r---- T- 1 4 I �-- 10X ; F- AID 1 ' III T RODS IIDd AT 2 RO1.15 lmd AT 12 O,G. YES � \ �� - 6' (STAGGER) 8' (STAGGER) -__-� - --- r----+ -_ r---- - I I \ W`4- I/�C 9 A , ./4 PLYWD OVER TtG I 11 1 1 I I 1 I 1 1 1 TJ60 NAILING PER NOTE5. 1) ALL NAILS TO BE !Od COf"iP":ON ( 148' x 2-3/8' MM LENGTH. I I I ' I 1 I I ' 1 I I I 1 1 1 1 I I I I STRUc,TURAL NOTES AND �I -- T -----.- - 2) NAIl.5 SHALL BE DRIVEN FLUSH BUT 5HALL NOT FRAC%, RE NAILING DIAGRAM, TYP. I I----- - ' THE PL n1 J00D 5URFAr-E -- --- ---- ---- -- j i _Q CENTER LINE OF TRUSS, TYP --_-- - _ Bur � � I u EA WAY � Z '' �E N - 24 II!ETAL DEC< ATTACH I ZONE WELDS PER 51DE LAP SkEAR -� —� I 2' 2' 1 Z-Co SQ�IARE c� rn 5HEET TC3 ATTACHMENT v c Si1Ffi'GR'T5 _ s� IV 4-WELDS TOP SEAM - 3�Ib/I �— NOTE: PLYWOOD TO BE 3/4' T t G INDEX 48114 T t (1 ji�} �� D OER SHEET WELDS AT 12' A o c� F3: 1) ALL METAL. DECK TO BE 1/2' IN D!AMETER 3/4' PL`I'WOOGi Y u O-� OR 3/8' x I' LONG (NO WELD WASHERa) TJ 60 Z X to cllo OC. PLYWOOD 5PL ICE, TYP jZ P LY"100 D � o .- a0 2 X. 25LOCKIAICv Bj/ C-1LB 314' PL'tWOOD n � . .� Ti 60 5{MPSON UZIG z x o in I 2 X Gr d '&r �� P L1fu'c�OD TYf' PLYWOOD NAILING DIAGRAMCID T� N `` N.T5. Z -R N E CL (� x o 3/4' TIG PLYWOOD OVER 3 4 I � �� 0 f s+i? 2x� • I6'O.0 3/4' F'L�'l1tOOD OVER I 3 y 0 N TS 4x4x1/4 POST W! 10x111'X1m' lb'TJI • Ib'OL, i ..• 00 rn 53 � c BASE PL W/ 4-5/8'DIA x9 A.B. 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