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SCOit.. y6ne I. pu I I as Q D I o C-N-J ,,oAl•ifpf�lr- .�, AL9_¢A7•.23 RD, sw{u6HTt3 TCOA pTCI-I �0 I �i;(i I �� 3 3✓3FI91 � I i 4"K4 oPeN F-N,ST: ROOF-- — - - — - -- - ... S v&V hdicates area shown ltis sheaf I ' Roof & Mech. Per4house. _ Z . 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KEY PLAN y GonerOTNoteS Shading indicates area shown this sheet L„ N.L. CEiLIW4 cum,-,TYPKAd-LY G.EtJTE IN P..C�OM A'`= 1945URFACE MOUNTER FLU@RMENT FIXTURE ONWEK10K eYF, bD ( 3 PLACES JT P) 7: ,bH0Wm.l,uNL_ t, oTH94WISE NoTry L. C£ UNCa +tT T(Pl�l t Y 9'-dl 5.,ecm1_ ri�-I, FL, wmi T+II< �OLIDWINiCg �icc.C-p(lot.t6; . �;� Izzhtonpl-ram a.ReAs - gLou �_rx� riN �. CTYP.) VILIT its - 8'-d' A L,v Flu FL. (Trn) ax-o s _ I-�fet7 sn"r,u A2, I First Floor Reflected Ceiling Plan- (North End) +,' Drawney SCPf; .L�Ba ��_on - - - JM Chmkod ey '.IHD 21 195 18 16.5 15 13.5 12 . 10.5 9 8 2oi•4n 211-0'I 411-OY -� _ 211-0'1 211•0°_ � _ 211_pll 211ON �I_ou OI•ITNNEc�F - 41-81I IZi 01 301-00 ¢Y b° , 3d - OI' I OA _ II I a - cswolw Newt I' D ER E'R fs1 Gi 62 EQ. FR• C4. ER. EA t4. 64. AQ eQ ER. '�Q L'4 VhQ &Q, 9R. I-1Q Tro THISPREA E Exz tR. , Tom. ELl &A �. `u•CL` 9HT AZ.a it a $5 r I LL Q ° S I H - �c� \ . H16H II, 11,100wa 3 G Y3 s TyP (SEE E LEVA7045) rrr 56 4�. 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Ic . •a vc 1�o qH Q3 a 9IOatrf18M' 11 -I .- II\\ c- I2� 34Y H T �' M �•9' , I _ 127E A /a' 14AL ION,r3 - � �gl.I �D I =o l�rtl�l mM v,L11F,55 �� - \/ V r�LIMN Pe ROM -1 IOL 'A ta. TuD North Service Area, c�u, Wpv c� �M Ll ! - �EUc©Ye .`.LL �E ' -£-.E.ShiF�T bmc 1 rmo vsNrAi.6 raoylyE I I\ _Iw q++4. -a I �$9Ft� u.P. N I 6°cMu w,•a-1� II.O,I I 31.00-Dwr-r,vG°ss. 6 e _ d-d FF OiIBY O 4N / ctor Space - F �YsF 1 NS MATH LEN H Fat15T, 126 9- 5T. i lo.�• I TPEA ENT TH WALL5 wE y Q�ewsT Stand ii M.H. - I A V 5�j1-IET 1249 IOGIh Iza I�sl - j _ - '�=�J - i , -.f �e� j a, �/E2 obl•.E� _ _ , I I .Iq PA Y-� 15 fiIZE.4 IU«9�\ Il A?r.lc7 - I 6\� 3[. NEv/ Nrpm& I I I?Jab GGL5(j) � ,T• Loading. Area - d 9 1c ss IisD loH3 E L- I J E II I FD yi G A i I' 6•R"SSG. l �XISa I--i • _ YioM�,J,' - I ro MaN Y 6roatzw�,r J I1 �1.Y4� - - - - F3�•M o+Y�'NEPP - - J IUY5 ` jI - aY�) D� - ' - % �xlST• Et.EG, l�Ij� - 1 � -- - -- - - - _ - .- -• - _ _ �. SI-5'ht' FACE C04 - -_ _ __ _ ' Mls.... IE�•v-vwN yl ExiSii 1=XIST S,Lo NEW ` r Y.A. 7 I i'M,G, F.E.G Ntsr,13P a iST. PEE �i � F.F.p7Z Y9+i4 I / F-x 141- G• �'7e11eraFA vOteS Imw, �5 !r '° NEw �o' go i, DooPly Nab NurlpE¢F.D v.¢E E,�KrC, 3� OUMI'ST�R .. ..-------_-----, - -.-�- _. ''t'+41'•.._.- aH"Sume I >;wsT IEcII�aTYo ' I NEw �I wIN� p�P a aTDa� j �r� ►ncct+, Ialn awe i �. • j � 6RDiFiND9 - :7�. � .. _ • .. i �I � R'r1.` �r I ��vlyETc, � - I i � '' _... _. _ .• .. IImo�'' Q First Floor Plc P+,.il `� L- 16 15 Ci (131, 12 �11 `,) `9 Z _M ' O 0 LL� 0 2 q W ea '� W ra457 goor Aepw--)4 M- - 1390. 17 OA,Sr Apmra MA lie ayclsT PATIO AfFROY- E:I.l- - Sql, 14' OF WATU%,Woopep NO T eIt eAT rKoMA 70 Dr. Nrq 0q, /�ORlC11NAL 1 4-- �--OZ*4CZ-1t, CoLrre,TO riew ga,� H*, WN.� a. WALK MAW o DKPJN H. - -am jp T*( M, ASPH ILI I LL 'lea; It\ lZ7- 0- wow ^5PH, v .rw s z&I O CD 'a :E 0.cc 11 Nrwwazl- c�TpJt Y —_- pE.c STICIG EXeT117v T.T.G. C'z 1 G4AIN6T -� I ' I i� Viewing !I bJ 5 \ (LAMP cYiWNi 711'j(r— 1401 5 I i ort cg4P tNmIC. 4�t' - - - r- Z ALAW O me ii 45 .... �I�,� �Fr-Ir�.G I' LA III �P CT/T Sca 1419q cp gCJ2V , — PKEA Partial First Floor Plan CWT Scanner: ZALv- Vol, Getiere Notes I, AU- tX,oRS -*-IIomw Wr NUMP�Er-ED 1-9* CXKA. 2, At.L EQU Ip-.H0A44 DOrrED l.I.c UF.ILe'� 4OMD oft -I 3. L�4D UUL"D WALI`a IN GT/T �xANNt'X-"141 �- 9HoLl• � T�`Uft°D eYTt+;i wail ZUSE Y1�t411�%I-F carr�l- ArcE1 K F rIHISH 15 ApPUtD 4. G1.ItaBLdGiill�lU %OI% 31x� ��YOd¢117�11'..UPf°GZT 5. PRa{^irY �f � �(4c.1 �rR��w.oTd PM1oT'r's.T CTT/T- SCAN N I M ZORGUIL O lµ = I 14• 1 �r�nl� KAY S. •O`FF, 1olml FF �...._ e4 ,P. __ __.__--_ RppXd THW1E.Xl�y/ cfa �� FpHCI�Jr ¢. (��VI, '� I �nS»rI� wnaTl icT 4LA��url'u�urA� SN4i Imo, JAIC eo H3 tom. Ewa t4'PIGAL �a'M• -UIYL' I Oq w rCm)rcrlms �Dc2 �Y15t1 M _-Partial Fnt Floor Reflected Ceiling Plant LEGEND GENEQAL• N01C�� / I. AllcElaN:-Is'h't'IUuLY c.ENTrHCEID 11=1�.th�n5vs �-IawN Z. GEILNU H% TyMCVLLY SLO"AeC,,,S nw, rL, Studs and Gyp. Bd. to Bottom of Structure or Fireproofing Studs Only To Structure, Or ExistWV Construction Recessed Flourescent Light Fixture (New) Recessed Flourescent Light Fixture (Existing) Flourescent Light Fixture (Pendant) O Recessed Light Fixture IM Exit Light (Ceiling Mounted) '1E2j— Exit Light ( Wall Mounted) ® Emergency Lighting O Heat Lamp ® Ceiling Diffuser Return Air Grille • Sprinkler Head e Speaker KELP PLAN shading ln&ztes area shown ft sheet N v a O _® L4 C C C C 16 15 14 13 12 11 10 9 8 7 6 S 4 3 2 1 . KFI_On 14'_on 141_Gn 141-0* 14�-on 14'_On coWMIJ GU•r OPENII`{{� J IN AY i'•1EGti, F�i�`1 DFLK G-R$� C#Y•(•/�Lul V}ING /LS I 6d2 fLcbFNC� �F� -12GD QLAGF-ES, �i T`(PIGA ) 1 1 Ial+1a.R I ' �r.K- N' INwTE W/ I •�'��.. ' ° � � ��• IS MEGL•l�Fis ' DEcI�-ccDIf�4TE W/\ --- - - \ U� � O NKAL IMoRI�. _ I I-�4 1 YpuyEkEE.(•i F`k II �x 1 "' _ C FI%LaM��p F?KI ��V,�1ul�I rev V,IcAL II��NIN9 I�-WR� _ "r Grr 1. �g�E E9C15T eu Q -IHISq. AND1 .\ I �I % f ,f'�Y Q. t'9, ' NIIKINr•� �I� -jb aE KBpp� •MI -�.' II k y e+clsnr� �✓�� \�,\ . �,. FIa2 XWWT � I FP2 � W41.L � � � CAE MEGfti I AND c�W6• ~ I EX1 INb +buES �2 EGN, D�PLZKe. W� PAr GI g P10 cvr INrIINP�F W/ IINi-aRC� , - 4"y{IgH GONC.NGt7`.t t UI�tS 2 GGb C. T dIT 131ty, -' / e° a EA.WPV r1 LacA'rC1.1 _ . p��r�I�SG KK Wf•NLGH� GLYcG, 4 I GAI.� �EP ALGH h�j�12 DUG'j5 IZEMc �. MVFKWtPmFG1Y•I�i INTAKE I,gd�t.. II � �wn,.l tUQ•Cu{�p,� `,,.EE TYR cM.• Nbr6 --' .. I � � �T I bP� wo IS ovE•D ' � �� I , I , EXwnt-& - M&-�NIcALPEN - Rj� Roof -Plah Existing Building SCALC 1/e°= 1'-0° Ger)eea(" Notes I. ¢EPNZ ALL PLOD raJR•FiGFLJ •sF1'E� EX15rIN6 ' rMtar�-, �� LP-srl�ucjEfjwcrwo2l�,veN'iS,F�c. E�P��r,�rc,l t rvclvim I!dN'PoRCIN4 1�'XL 9TK.u-TMAP -zMU Ipamv,)IS ,��•I.)+�olz's>vi•IOL•ClJ GVT It°L j� OrE R=AltFblX:6 OF ckA II�ylrrc}�. cuE� a v�d��arwe 3a�u� XC�7e�6XTGck �IPSGTW�O\/N Wd°6Klsrpky I I — 1 , a O .E I 0 w � Y Z oH t < m 1 1 a: A�. 111 '1 j r,t 79 4m. .11sM 1 I I I I A< L I ' _. 1 METAL SID04r, •I ILA /LOUVER a5 IIILT Ur ROOF --- �oN LJTWEIGHTcONC ON STRUCT CON- N/ P_F 2E5 t _ WI MFeNP ;ODFING 50DW C ------ -- GAT INSUL, _ SUSP, AT CL6 iQ Section B - B 5C^Li /8"= II -Du PENTHOUSE MWAPET(EL ',PIS,E0) - coNc, CANOPY W/ SK`ILI6HT5 TOP PARAPET (EL. 383,20) _ A � 6�1 D E F F.5 T H I I A s — - - -- -- ,I BUILT-UP ROOF ON IAI61D INSUL ON METAL DECK METPI SIDING BUILT UP FODF ON 0 TL. S7UD5 ON a ,01D IH � I ON METAL DECK + ICU/CCU V_M �O/N/ MAL DECK CANOPY MLCH.RM PIIiEETMRMFENG5EDYY b�YD D i i lI. LA15, ELEVATOR 13ATT INSUL...... . SUSP, CEILING o CONC 5LA5 ON VAPOK 5+RRIER LA5 I� ON CDMPACTED GRAVEL. ,E EXISTING 5LD6, I'I j NEW A1=I71014 - Section C-C ELEV PARAPH_T (EL 405,60) PENTHOUSE F/WWET(EL.995.2a FIRST FLR (EL, x 56d3.30)- CMATCIi eAlbT) FOOTING DRAIN g 0 00 � I'S n16 I ni nM n13 n12 nll no ng na n7 ni ns n4 i -�11-7 -iHS r--) I I in Tlt,tq; V.,wi wA-L— L--,("r To n.gztl RAM NEW wo¢K Intenelve Care Unit 10 Rooms 10 Beds' z Tylyd Floor ICU CCU Gemall Notes 5. kbrr MOVIARWaelZ) AMS S)Q--rrlf.-Nq, Progressive Care LMft 5 Rooms 10 Beds 'SPEAK HOLE' Coronary Care Unit 13 Rooms 13 Beds PlTVl,WL,L O ILL ror-T,r noNe r Demolition Plan- TFloor' scab=i 7✓$u,; a�_ai _ .. M -Nrb- FLU° AaI equIK�D 'frZL STUD � VMJCr-2 pLASTEIZ TYP cq-1zW-LIC 0� 4 T+1ROL4#IOQT, UXV.DANAT:w/ 5rrr AZ 5s Z, f*4.zfi s-IsR FIAb GHFIhW of F-Orrokt of 9"s* JU1tgt7 TO gr-.k,�N. ALL c4HM c¢LIM-I H6-�JW4 Or%IGW To M K-Eh rzp 3 .Tb t VT t f s• TO 1 eW[-44N �LEGEND -'-- ,Existing Constructan to Remain Exis V Corr.VwWn to be Removed Existing Corstruchm No Work This Area t tV O V L .t 1 a' c o. o' E� CD a 4osp'fta� District No. 2 1',' Stevens Memorial Hosp'j"'ta Edmonds, Washington State o• Number - CRU #80774• Stage Review u,vW ,a • i$ Aftxer r' bons Phase Ho6b i• R 300 EOM Ilk, St- - r (2, °5 EA SIDE W/ I I Z'-O' HOOK TYP. u.o N. SE A 51M To I j IT I TO SECTA/S.b Z�. I I I.� I I I , 4'o HKe XXX EA.ENDA[iY 4 EELOW / I SEE GEN. STRUGT. NOTES FOR NO ?4 BA SAGAPS N oTT ED i I I TYP I I ! I 8'CUNC SHEAR WALL W/'Se 15'OC.. I ! I FJ+ wAY C' 4 I I I I II II I I I - I I ! I III I (2)15 TYP I I (21.5 FUU.HT H/52,7 I (Z)"5e FLR I.INESI — -- II ,(z)ds111['111 -- , �. C \ 12"S.W. W/°gel3'O EA WAY. EA FACE 8'CONC.S W. W/"4eb'ko4HORIZ V0,dI 'O.0 VERT C40F WALLCEA.ENFLR,ROOF,gFTG LI KIES, 1 BSHL"ARWA/ IV//°5e IS"Oc E (Z)"S FULLHTEA SIDE OF OPG LAP W/FTG,DOWELS I II I;I I I IjCZ)"5 FULL I -IT, (Z)"Se FLR LINES i' II I � IZ' S W. W/14e 13'0.C) EA WAY, EA.FACE II II II' I S.W. Wrb5e 15' OC EA WAYe CL IIII I I Wall 11 Wall 19 Wall's 6,10&18 Wall's 9&17 1/4.._I,_O' I I SEE GE N. 5TR UCT. NOT ES FOR BARS I. SMALL OPN�G A CORNER BARS- I I I I I IE,(Z)"S FULLHT AT EA SIDE I I 2)"S FULL, FITGEA SIM OF T - -> II OFOPNG LAP wi FTC, Dws I OPNO.LAPV4/FTBDOWELS - III L \— IIA 7II' \ I .Cz)'e <1TO '10'S.W. W/"4e16'OC 10 SW Wf"'4CI6'OL' EA WAY,EAFACC TYP. EA WAY, EA F.4CC TYp I I-- I III (0:W nr I / I I I .F Ibar Et I NOT FOR CONC SILL BF'DW WINDDWS —III I II I�( PROVIDE (z)'SeEASIDE k SEL GE NOTES -SUJ FOR Wall 12 I/q,, I'-O' 2) "a W/4'a HWKS jI (2Y'SFULL HT. 1YP �zM1o" ARV, OPG Lj��_'L\ I LX 8'S.W. W/"Se 15"-" O.0 EA WAYe It: II 1; CZ,=6 W 2'-b"�NPDKS 1 I Wall 14 (Wall 22 Sim.) Wall 15 8'SW W/'S"e Is' OC EA.WA'(e FE Wall 16 1/4'• 1 `0" (4)°5 FULL HT.TYP.I I y. \ I (zl'5+9=o'AftVr BELOW II � 8'S W, Wi - Se I50,C EA WAY fE I I I I � I I Wall 13 1/4 I, O" W t py.r i u i m u'`�a'yVi x p<,. 0, �W 1'' .. General Structural Notes CODE: ALL CONSTRUCTION SHALL COMPLY WITH THE 1976 OR 1979 UNIFORM BUILDING CODE, WHICH-, ',CONCRETE WALL REINFORCING:- AT ALL OPENINGS PROVIDE A MINIMUM OF TWO #5 BARS OVER, UNDER EVER IS MORE STRINGENT. S DES. EXTEND RIZONTAL BARS AT LEAST 24" PAST THE OPENING OR AS FAR AS POSSIBLE - SAND HOOK. EXTEND VERTICAL BARS THE FULL -STORY HEIGHT OR AS FAR AS POSSIBLE AND HOOK. DESIGN LOADS: IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LIVE LOADS WERE USED FOR .PROVIDE ONE #5 FOR SINGLE LAYER REINFORCING AND TWO #5 FOR DOUBLE LAYER REINFORCING, DESIGN LIVE LOAD REDUCTION PER U.B.C. 2306) 4'-0" LONG, DIAGONALLY AT EACH CORNER OF ALL OPENINGS. PROVIDE CORNER BARS TO MATCH HORIZONTAL REINFORCEMENT, REFER TO TYPICAL DETAILS FOR PLACEMENT OF CORNER BARS IN SMALL PUBLIC AREAS. MECH FLOORS 100 PSF 'WALL SECTIONS. WHERE A CONCRETE WALL END DOES NOT INTERSECT ANOTHERWALL, HOOK HORIZONTAL TYPICAL FLOOR LOAD 50 PSF iBARS 900 AND PROVIDE A 6 BAR DIAMETER EXTENSION. AT ALL WALLS LAP VERTICAL STEEL 42 BAR .PARTITIONS 20 PSF :DIAMETERS WITH FOOTING DOWELS, OR WITH BARS PROJECTED FROM THE FLOOR BELOW. WELDING OF ROOF 25 PSF REINFORCING STEEL SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. (SEE WELDING NOTES SOIL BEARING PRESSURE 8000 PSF UNDER STRUCTURAL STEEL). CONCRETE WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND RETAINING WALLS 50(H) PSF + SURCHARGE DETAILS AND IF NOT SHOWN SHALL BE AS FOLLOWS: WIND DESIGN OF THE STRUCTURE IS BASED ON THE UBC 25 POUND BASIC ZONE. SEISMIC DESIGN IS CONCRETE WALL REINFORCING " BASED ON 1979 UBC ZONE 3. (K = 1.33 CS=0.14 I=1.5) LATERAL LOADS RESISTED BY SHEAR WALLS. INSPECTION: INSPECTION BY AN APPROVED TESTING LAB SHALL BE PERFORMIED FOR REINFORCEMENT WALL THICKNESS HORIZONTAL BARS VERTICAL BARS LOCATION PLACEMENT, POST -TENSIONING REINFORCMENT PLACEMENT, CONCRETE PLACEMENT, POST -TENSIONING, @ 15" O.C. @ CL OF WALL ASTM A325-F BOLTING, AND ALL WELDING. ALL PREPARED SOIL BEARING SURFACES SHALL BE IN- 8'. #5 @ 15" O.C. #5 SPECTED AND APPROVED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. 10.. #4 @ 16" O.C. #4 @ 16" O.C. EACH FACE 12" #4 @ 13" O.C. #4 @ 13" O.C. EACH FACE CONCRETE: THE SELECTION OF MATERIALS FOR, AND THE MIXING AND PLACING OF ALL CONCRETE SS LH CONFORM TO THE REQUIREMENTS OF THE "UNIFORM BUILDING CODE", 1979 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE WORKABLE MIX HAVING A MAXIMUM SLUMP OF 4 INCHES, WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS -FREE SURFACE WATER. WATER -CEMENT RATIOS FOR VARIOUS CONCRETE STRENGTHS WC) SHALL BE AS SHOWN BELOW. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS. MAXIMUM GALLONS OF MINIMUM SACKS MAX. GALLONS OF WATER PER SACK OF OF CEMENT PER f'c WATER PER SACK CEMENT WHEN USING CUBIC YARD OF (psi) OF CEMENT AIR ENTRAINING AGENT CONCRETE USE 2500 7.3 6.1 -5-1/2 SLAB ON GRADE 3000 6.6 5.2 6 WALLS, FOOTINGS, ALL OTHER CONCRETE AREA 2 4000 5.0 4.0 6-1/2 ALL OTHER CONCRETE AREA I A WATER REDUCING ADMIXTURE, CONFORMING TO U.B.C. STANDARD NO. 26-9. SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. AN AIR ENTRAINING AGENT, CONFORMING TO U.B.C. STANDARD NO. 26-9, SHALL BE USED IN ALL CONCRETE MIXES FOR WORK WHICH IS EXPOSED TO EARTH OR WEATHER. THE AMOUNT OF ENTRAINED AIR SHALL BE AS SPECIFIED. AS AN ALTERNATE TO THE ABOVE, THE CONTRACTOR MAY SUBMIT CONCRETE MIX DESIGNS FOR REVIEW TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE DESIGN MIX SHALL MEET THE REQUIREMENTS OF THE SPECIFICATIONS AND U.B.C. SECTION 2604 AND SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER REDUCING ADMIXTURES, AND AIR ENTRAINING AGENT AS WELL AS THE WATER -CEMENT RATIO, SLUMP, AND CONCRETE STRENGTH (f'c). THE USE OF CALCIUM CHLORIDE WILL NOT BE PERMITTED. HOT MIXING WATER MAY BE USED UPON APPROVAL OF THE ARCHITECT. PAN LAYOUT DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO REINFORCING STEEL DETAILING. ALL, CONSTRUCTION SHALL BE SUPERVISED. NOTIFY THE EDMONDS BUILDING DEPARTMENT FOR FORM INSPECTION PRIOR TO PLACING CONCRETE. POST -TENSIONED CONCRETE: DESIGN CALCULATIONS AND DRAWINGS OF POST -TENSIONED CONCRETE SHALL BEAR THE SEAL AND SIGNATURE OF A WASHINGTON STATE STRUCTURAL ENGINEER. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT AND THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. MASONRY: CONSTRUCTION SHALL MEET THE REQUIREMENTS OF SECTION 24 OF THE UNIFORM BUILDING CODE, 1979 EDITION. ALL CONCRETE BLOCK MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF f'm = 1350 PSI. MORTAR USED SHALL BE TYPE "S" WHICH HAS A MINIMUM COMPRESSIVE STRENGTH OF f'c = 1800 PSI. THE GROUT USED SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF Cc = 2000 PSI. GROUT MAY BE PLACED IN MAXIMUM LIFTS OF 4'-0". IN CONCRETE BLOCK MASONRY ALL CELLS CONTAINING VERTICAL REINFORCING BARS, AND ALL BOND BEAMS SHALL BE FILLED WITH GROUT. MASONRY DESIGN STRESSES ARE IN ACCORD WITH U.B.C. TABLE 24-H WITHOUT "SPECIAL INSPECTION". REINFORCING STEEL: UNLESS OTHERWISE NOTED, ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS IN CCORD NCE"WITH ASTM SPECIFICATION A615, OF THE SIZES SHOWN ON THE DRAWINGS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185. REINFORCING STEEL SHALL BE SURELY TIED IN PLACE WITH #16 DOUBLE ANNEALED IRON WIRE. APPROVED WIRE OR PRECAST CONCRETE BLOCK BAR SUPPORTS SHALL BE AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE MSP-1-76. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "A.C.I. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACT 315-74. DETAIL DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. LAP ALL REINFORCING BARS AS SHOWN ON PLANS OR 1'4" MINIMUM IF NOT SHOWN. REINFORCING STEEL PROTECTION USE PROTECTION BEAM AND COLUMN BARS (TO TIES) 1-112" - SUPPLEMENTARY CROSS TIES IN COLUMNS 1/2" JOIST BARS 1-112" SLAB AND WALL BARS: INTERIOR FACES 3/4" EXPOSED TO WEATHER 2" (#6 AND LARGER), OR EARTH 1-112" (#5 AND SMALLER) FOOTING BARS 3" MASONRY WALL REINFORCING: REINFORCING STEEL SHALL BE AS SPECIFIED UNDER "REINFORCING STEEL" P ALL RETURUNG BARS 30 BAR DIAMETERS, 1'-6" MINIMUM. DOWELS TO MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF 1'-6" OR HOOKED INTO THE SUPPORTING STRUCTURE AND OF THE SAME SIZE AND SPACING AS THE MASONRY WALL REINFORCING. PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT ALL WALL INTERSECTIONS AND CORNERS, REFER TO TYPICAL DETAILS FOR PLACEMENT OF CORNER BARS AND BARS IN SMALL WALL SECTIONS. HOLLOW UNIT MASONRY WALLS SHALL HAVE BOND BEAMS WITH TWO #5 BARS PROVIDED HORIZONTALLY AT ALL FLOOR AND ROOF LINES AND AT THE TOP OF ALL WALLS. PROVIDE A LINTLE BEAM WITH TWO #5 BARS HORIZONTALLY OVER ALL OPENINGS, AND EXTEND THESE BARS 2'-0" PAST THE OPENINGS AT EACH SIDE. PROVIDE ONE #5 BAR VERTICALLY FOR THE FULL -STORY HEIGHT OF THE WALL AT EACH SIDE OF ALL OPENINGS. _MASONRY WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS AND IF NOT SHOWN SHALL BE AS FOLLOWS: MASONRY WALL REINFORCEMENT WALL THICKNESS VERTICAL BARS HORIZONTAL BARS 4" 8 6 #5 @ 32" O.C. #4 @ 48" O.C. 8" #5 @ 32" O.C. #5 @ 48" O.C. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL BE ASTM A-36, fy = 36000 PSI, OR ASTM A-572, fy—SL66�SI-DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST ITI EUON OF THE "A.I.S.C. SPECIFICATION FOR.THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL 'STEEL FOR BUILDINGS". ALL BOLTS SHALL CONFORM TO THE LATEST ASTM SPECIFICATION A325, HIGH `STRENGTH BOLTS, 3/4-INCH DIAMETER UNLESS NOTED OTHERWISE. ALL WELDING SHALL CONFORM TO THE A.W.S. 01.1 REV. 2-74 "STRUCTURAL WELDING CODE". ALL WELDS SHALL BE 3/16" MINIMUM UNLESS OTHERWISE NOTED. WELDING ELECTRODES SHALL BE E70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODE FOR OTHER WELDING PROCESSES. WELDED JOINTS SHALL CONFORM TO A.W.S. PRE -QUALIFIED JOINT DETAILS .FOR WELDED CONSTRUCTION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. ALL WELDING SHALL BE PERFORMED BY A.W.S. CERTIFIED WELDERS. STEEL DECKS: STEEL DECK SHALL BE OF THE TYPE SHOWN ON THE PLANS AND DETAILS OR AN -PROVED SUBSTITUTE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. GROUT: SHALL BE EMBECO 153, OR APPROVED SUBSTITUTE. SHOP DRAWINGS: IF FABRICATOR'S SHOP DRAWINGS DIFFER IN DESIGN OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A WASHINGTON STATE PROFESSIONAL ENGINEER. SEAL AND SIGNATURE TO BE AFFIXED PRIOR TO SUBMISSION OF SHOP DRAWINGS FOR REVIEW BY ARCHITECT. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS BEFORE SUBMITTAL TO ARCHITECT. GENERAL: VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING. PROVIDE ERECTION BRACING -AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENINGS ARE INSTALLED. AT NEW OPENINGS IN THE EXISTING STRUCTURE GREATER THAN 12" IN EITHER DIRECTION PROVIDE (1) L 3 x 3 x A. PERPENDICULAR TO THE TRUSSES AT EACH SIDE OF THE OPENING AND SECURE EACH END OF EACH ANGLE WITH (2) 5/8" 0 EXPANSION ANCHORS OR THRU BOLTS. IF THE OPENING LEAVES A SLAB CANTILEVERING MORE THAN 6" ACROSS A TRUSS PROVIDE AN ADDITIONAL EDGE 3 x 3 x PARALLEL TO THE TRUSSES BETWEEN THE PERPENDICULAR ANGLES AND WELD TO THE PERPENDICULAR ANGLES, SEE WELDING NOTES ABOVE. SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC LOCATIONS. 1'4„BOTTOM EACH SIDE EXTEND 2'-( EACH SIDE OF OPENING ''-6" DIAGONAL EACH CORNER I CORNER QA.RS �'Dr CipTIONAL I UPTO -ILd I 2Ld Tp 4'-O" ffi "T — = �9GPGO.C:-. 7W.,WALL B�SONTAL O STEEL HOK - 2AR1 SHORT WAY )BARS IN SMALL 5ECTVQQ . CORNER DETAILS ABOVE DETAILS.APPLY IN BOTH HOR. AkWD VERT. DIRECTPON I Wall Details - Single Layer Reinforcing NO SCALE o. CGT2NFJZ BASIS OOTI ONAL� I L417 TO • TIT. :ALL 18.S r3�AQG. d' STEEL.HOOK S3A.Y SHORTWA BARS IN SMALL SECTIOW!! > CO0IEiR DETAILS. S3 0 �— HOR. AII-= VEIZT. OIiRECTION Wall Details -Double Layer Reinforcing NO SCALE "' PSEE DETAILS FFOR REINMIN. Foundation Detail - Stepped Footing NO SCALE - - - - - - --- -- SEE FDN. SECTIONS SEE PLANS FOR —SEE FDN SECT-IUN5 FOR DOWELS (US E SLAB THICK.$ RIF. FOR DOWELS '(USE "4r=024"O.0 DON) CONTROL 30INT 4' AT 5 FILL SEE �,aPECS. AT EXT, OR INT. WALL CONST-R- JOINT AT')TRW( T SLAB Foundation Detail - Slab On Grade INO SCALE PAN MAIN REINS TO'CLEAR OPENING KEYED CONTROL TOINT IMF-TAL OR PREMOL'DED Va' SAWCUT To- -PAINT W/CURING JOINT STRIP PLACED BE FILLED WITH COMPOUND AS BOND FLUSH WITH SURFACE MASTIC BREAK BEFORE ADS. W HCN SLAB IS SLAB 15 PLACED, POURED, NOTE: SEE PLANS FOR CONTROL TOINT LOC. HOOK BARS *5 x 5'-0" 01AGONAL _ INTERRUPTED / -� X `` AT EACH CORNER. BY OPENING. Q 45 EACH SIDE OF OPENING EXTEND 2'-6" EACH SIDE OF OPENING. PLACE EQUAL NUMBER OF BARS INTERRUPTED BY OPENING@3'O.C. CONTINUOUS EACH SIDE OF OPENING. LENGTH AND LOCATION TO MATCH MAIN REINFORCING. Reinforcing At Slab Openings NO SCALE Slab Control Joint Alternates E NO SCAL-_ a .a ca U) 4) 4a F Z T ee S.4 J, rn � �Irzld Floor Sht-A15 hw 1:0 First Floor, ? 7 'See Sh4,A' W, 4w T i See W At P i CCIW�T Flo LEGEND- GENERAL N TES lfe* t: O�rlw— I r,4Tk.+i f. F-f;PAIR,A4fR4L-T f4V[rY> A6 f-tAJIW 15Y M"4r+- IC,+— W'Or--MML- WOP-M Flemodeled Areas F1 e sm, ......................... i44 V 4, -:T hIW ................................... . . . . . . . . . . . . . . . . . . . . . . . ............. 6 IIA"I-O t.� AVmimoh4 M Cl) V s' o" cra4M4 MT. • / -- lrxx rriWft AKWVI! r LEGEND Studs and Gyp. Bd. to Bottom of Structure. or Fireproofing Studs Only To Structure, Or Existing Construction Recessed Flourescent Light Fixture (New) Recessed Flourescent Light Fixture (Existing) ® Flourescent Light Fixture (Pendant) O Recessed Light Fixture IM Exit Light (Ceiling Mounted) 'tom— Exit tight ( Wall Mounted) ® Emergency Lighting ® Heat Lamp ® Ceding Diffuser . ® Return Air Grille • Sprinkler Head 0 Speaker KEY , RN' i *0 00WI f a" . 1 1 I !I!:FCI- 1 NP I�r sluL, -1= © Ta.IW$4Ca W#" (2 SOU?H WA- L" 1-011 wr.WADDITION I wowr, GLP4, Z4 e+NTlutiuL i 5w. AL. TILE i '�, CBILIhIy 2" AlE Ill' GYP, 15D -- — ON 31/2" METAL STUDS fAtiL` hLA>zi FAST PLvOlz IJCW *COITION ftwr. d.va Q o GILD MCI. / \ r=wc)-,POOP o &,TT INSUL, P f N - i I Imo. EXPl+.I.P�IOI.I • I . JOINT GOA!4L — �I1ZZT PWvi� RaMovE. �usr FOOTIWS DFWN — mmovE .MUST FOOTING DRAIN GDRRIDOR EMf,�r--NCY ADDITIOt-I cORnIDOR/ Ift-9 ADDITION O5 4 2 1 I I / —i- G°CPPILL42Y PILL \ 7 8 / ELAS(oMEftIL K�ryl. FLASHING '^� oA r �\ 5/6 GYP, IN 5D OH "I FUPWG W/ INSUL, 6TWN• _W.._ _ ; a BUILT-UP ROOF fj, A. ACCENT JOINTS ' /HeJJPf�JL o Jo • �/ , 9ATT INSULIN . O . ml IIIII� Y + • DUET OPENING J 1B%PAN. (5EE MEEH.) �o JOINT J �� 5/B� GYP• bD. O: ' SUSP, AC. TILE / -� Ne,10 INSUL. CEILING O-. A.ES a 5/8 54, to 5/8 6YF BD : C. P1INTIVE ON'/FUU RRING in - - <zD E/.•561DE COFIG, WALL - fY6,0 INSUL, '• CAPILIiJZY PILL. '.j. - a - "�; �tl F TIN6 DRAIN ' I WATEAPROOFING 41 P� WetsP @ SI -O IO.G, LLd' MIN • � Q' � L \ 6n CAJ'ILLAIZY PILL _�-1 -��, MSSIeLIeNT jZIC�ID INISUL'T'YP. �_., , ..__ ;,-. ' - 0 � � 4 of Wet, �. _ •bop '"a� b • • � III ALL �TE:¢.IofL WALLS j;"_-IIII _ , .._ � WA7EI�{RODPINEI " w «% -_I ctilj "Illii� — = i 1i111 `/1�LL�(PILL 01`00TIH& DRAIN � - .. - :: . UGHTWtLL Q / IJ2. CITILE O CLA55ROOM % W51NM OFFICE yell, II_OII 5U51NE55 OFFICE STAIR @ PLAZA O I� ILQT I, -fin 4yi REMOVABLE CONCRETE (' INRYCO 3" W -20 GAGE PARAPET WI*4%2-V METAL DECK W/orcow VERT-0IS'O.C.,(Z)"5 TOPPING €b,b WIA4 WIA CONT.e TOP, E (N"S I W.W.F TYP. 0O.N, (OR CONT.a BoT: APPROVED SUBSTITUTE) (TOP EXTEND W.W-F TO FAR _ FACE OF 8"BM, OR WALL. SLAB@ EL..3,SS' CONCRETE FASCIA —"— " BEAM W/(2)"8 A' , BOT.4 (2) 6'B'TOP IN _ k SIMPLE SPANSi(2)"8 I \ BENTRkp(TYP. W13/4"fA.e Zf3OT.40)")'641)"60 (J-TYPE) ,Z4'O.C,GAS EFOR TOP IN END SPANS] I A.B'S 15 2'Is FROM T/.BEND AND (2)^8'E BOT l EMBED A.B (.; TYP (Il"4'F •(I1 "6'F' rope INTERMEDIATE SPANS I I I TH -' SEE SECTION A FOR ITEMS NOT NOTED 3/44%0z"WELDIN6 STUDS SEE BEAM SCHED. 5HT, I- S2.4 FOR NUMBER , H K. COL 382A9 (PLACE "6 IN 2'4'MP)46 I I I \-SEE PLANS 4 CONN.DTI rYP.)(SEE SHT S L 3 Il SHTS 523e524 FOR 6M FOR REINF. BAR TYPES) IL •I 'I �, PLATE SITES { NO. BOLTS PROVIDE (31'3 CONT.e IOQC. LONG.EA.51DE AND "3 [J @I8'O.0 THROUGHOUT. DECK (7]:B eCOL SHORE BM.UNTILCONC. ° CBOT. B_EAMeEL 378.80' __.. - _ EMBED T-)42"Il-IORIZIK TOPPING IS CAST AND (z)"8 I'�5"(VERLI W/(413/h'a+b" CURED.SEE ARCH FOR 8 I NELSON STUDS R .CTR RUSTIFICATION JOINTS. I'^ -'I SEE SECTION HOR12.! ABOUT VERT. CTR.. D/525 FOR COL _ STUDS ABOUT R CE EA. WAY. Section A Section B E O Z"CLR FACE OF EXISTING (21R'A B"X I'-O' W/ STRUCTURE (413/4"mA3z5F80LTS (zlf('+2yz"K2'O IN HOR12. 55Le3"p c,, Y21 "8 K 27'-O' LAP 5'-0" W/(Z)"8 EXTENDED lz"4.8' WELDING- 3/14 S'e6" 31,6 FROM SHEAR WALL STUDSC-12"O.0 ELEV. - - - -- —Cc==- �;+ TYP. m ao I PIECE CUT FROM W Ib -31 3/Ib MATCH BEAM 51ZE SEE PLANS Section G 3/+"- I.O.. SEE SECTION A FOR I ITEMS Nor NOTED I R3/e%7% 1''3' VV/(4) 4 4 q 3z5F BOLTS IN HORIZ. I SHORT SLOTTED HOLES B-5 ti �Bb + 5/ b +I �8-10-60Lr To. "-WS*24 COL. W/CAP COL. PER. TYP DTL. IL'3/4%Wz"0'-8" BOLT 5HT SZ.4 B-5 TO COL. W/C414'4'f A325F BOLTS-TYP.- Section K GRID SEE SECTION K FOR ITEMS NOT NOTED I Section L 3/4"_ 1'1 W t I OH 21 3n 21 I I Wb•15 COL. W/ z" q'/q:• 1•-O 2=4'�_'' leI/-6b,"ILO'SET '4 •Z•-b•O.C. VERT m 18"0.0 ON 3/4"GROUT W/ EXTEND I'Z" INTO CUR B (z)3R}"IKI'-9"A•B• I i(4) "S LONG. CONT LAP VERT BARS 42 BAR 3 3 PLACES OONNYP, 2.1 N - / DIAMETERs@ 2 STORY — r _ WALLS EXTENT VERT WALL R/F I 1'-Z" INTO CURB EADD (4)"5 LONG. CONT SE CONC. SHEAR WALL �+ ELEEVATIONS FOR REINF '1 �+ I 8 CONC, BEAM 5EE SHEAR WALL ELEV. FOR MAIN REINS SEE SECTION A FOR ITEMS 5EE SECT A FORTIES F "3LON6S NOT NOTED SEE CONC. SHEAR WALL I I SEE SECTION A FOR ITEMS ELEVATIONS FOR REINF. NOT NOTED. SEE SECTION B FOR ITEMS NOT NOTED EXISTING STRUcT. Section C Section D O F 2"CLR 7'- 7vV Section H E I i /HOOK BARS TOP/ MTL DECK BEYOND _-Z I FUTURE RAMP T/5LAB Q LOW PT. C ELEVATION 380,30' 2*4 BLK 1 10'"GONG. SHEAR WALL - - SEE ELEV. FOR REINF. b E SEE SECTION A FOR ITEMS NOT NOTED —lv� Section M Section N /f"wD.. 3/4,_.I.D.. ._ F 3" I 2" TO FACE OF SEE PLANS EXISTING STRUCT. FOR DECK A TOPPING -w. W. F, LAP r- o- T � 1 / `SHEET MTL _LO5URE BY DECK MFG. Section E Section F E F 2"cLR -- 7 74'4 - --- FACE OF EXISTING STRUCTURE Section J 3/4 "- I'-O' SEE SECTION A FOR ITEMS NOT NOTED CONC. SHEAR WALL SEE SHEAR WALL ELEV, FOR REINF. OFFSET VERT REINF. BAR I" EEXTEND I' -I" INTO PARAPET F Section P 5/4 % 10' WG, LS COL. TYP. W/ BASE R'/z+6+1'O" e (413/4' 4 A325 F BOLTS e't"A. LONG. E3y,,GA. LAT. SEC PLANS FOR BEAMSIE SEE SECTION A FOR ITEMS NOTED Section Q 3/4.• I. 011 N 0 4-0 d t o ) CREDITS Owner Public Hospital District No. 2 Stevens Memorial Hospital 'Edmonds, We. Architect Decker Hobbs Fukui Associates ,300 East Pike Street Seattle, Washington 98122 625-0270_ _ Structural Engkeer 'McMahan Consulting Enginee'ea Ina., F'S Suite 201, 121 Fifth Avenue North Edmonds, Washington 98020 778-8111 _. Mechardcal & Electrical Engineer Valentine Fisher & Tomlinson 1400 Lloyd Building Seattle, Washington 98101 623-0717 Interior Designer Brent Blake & Associates ?2 Marion Street ^Seattle; Washington 98104 - 621-8550. , _ ,.MISCELLANEOUS DATA, INDEX GOVERNINGCODES AND AUTHORITIES ' Architectural Edmonds Zoning Code _ y; 1976 Urhtfofm Building Code :19.76 Life Safety Code ;A-G.l- a Title. Sheet ` State of Washington WAG Chapter 248-18 (as, amended -July 1980) 1AG.2 - Index' ;AG.3 -- titre Plan ADDRESS OF PROJECT IAG.4 - 'asti Parking Addition and Landscaping .Stevens Mpmorial Hospital 21600 76tp Avenue West ` ' A1.l. - Partial SitePlan(Southwest) Edmonds, Washington 96020 .A1.2. -First Floor Demo and Floor Plans A1.3• - First -Floor Reflected Ceiling Plan ZONING CLASSIFICATION �A1.4. - Elevations RML - Low Density, Multiple Residential A1.5• - Elevation Section CG - General Commercial A1.6, - Sections :A1.7. - Wall Sections FIRE ZONE AND SEISMIC ZONE A1.6. - Wall Section, Stair Sections Fire Zone 2 Seismic Zone 3 A2.2. - Site Plan and First Floor Demo. Plan (North) OCCUPANCY CLASSIFICATION:A2.3• - Site Plan and First Floor Demo. Plan (South) Group 1, Division 1, Hospitals A2.4. -•Firs t Floor Demo. "lane (West) Division 3, Mental Hospitals :A2.5. - First Floor Plan (North) A2.6. - First Floor Plan (South) TYPE OF CONSTRUCTION A2.7. =" -$Pi ra't Floor Plan (hest.) Type 1, Fire Resistive - .A2.8. -first Floor Plan and Reflected Ceiling Plan (West) ,A2.9. - First Floor Reflected Ceiling Plan (North) NUMBER OF STORIES A2.10. - First Flo- Reflected Ceili-ng Pie" 1R�'lth) 9 (maximum) A2.11. - First Floor Reflec:ed Ceili.c Pl^r i-^ t) A2.12. - Not Used OFF STREET PARKING REQUIREMENTS A2.13• - Roof avid Meck-kcal Penthouse Plans (North)-' Total Parking Spaces Required 669 A2.14. - Roof and MEchanicaL Penthouse Plane (South) Existing Parking Spaces to Remain 418,A2.15• - Elevations Nnw Parking Spacea 2T1 A2.16•.-- Elevations Total Parking 689 A2.17. - Building Sections A2.18. - Building Section. ENVIRONMENTAL CHECKLIST FILING DATE A2.19• - Building Sections Filed A2.20. - Wall Sections A2.21. - Wall Sections DESCRIPTION OF WORK - A2.22. - Elevator Plans and Wall Sections The work includes additions and alterations to the 9xisting A2.23• - Miscellaneous Plans and Details building in four area:a: Area I - Radiology Department: Mostly underground, one A2.51. - Second Floor Plan - story, concrete structure, south aide of A2.52• - Demo. Plan -,Third Floor Hospital. A2.53• - Third Floor./Plan A2.54. - Third Floor"Deflected Ceiling Plan Area Ila - Outpatient and Laboratory departments: One story, A2.55. - Roof Plan steel and concrete addition to east side of Hospital; also alterations'to exist, ng 1st Floor of existi.g 3-story building. Alterations to the A3.1. - Eighth Floor Plan existing Pharmacy and Central Service to add new 'A3.2. - Ninth Floor Plan CT Scanner. _ _ A3.3. - Eighth floor Reflected Ceiling Plan --^----�- --�-- - A3.4. Ninth Floor Reflected Ceiling Plan Area. IYh - Labor/Delivery and Critical Care quit: Minor A3.5• - Third Floor Plan alterations to 2nd Floor existing 3-story-building - - for new Labor/Delivery Department; extensive Structural alteration& to 3rd Floor existing 3-story building .. .. for new Critical Care Unit. - - 50.1 Notes and Typical Details Area III - General Nursing and Psychiatric Unit: Complete interior construction of existing shell space in S1.1 Foundation Plan existing Hospital rooms on the 8th Floor and 57.2 Roof Framing Plan Psychiatric Unit on 9th Floor. S1.3 Joist and Beam Schedules S1.4 Wall Sections Separate contracts will be issued directly by the Hospital to 51.5 Wall Sections 51.6 Sections and Details specific manufacturers for installation of: . 1. Elevator #4 and upgrading of all existing elevators. 52.1 Foundation Plan (North) S2.2 Foundation Plan (South) 2. Supplying and installation of all casework in Lab S'•3 Roof Framing Plan (North) department. This casework wild require mechanical and S2.4 Roof Framing Plan (South) electrical service included in this contract. 52.6 Foundation Sections 52.6 Roof Sections S2.7 Roof Sections and Details LEGAL DESCRIPTION S2.8 - Shear Wall Elevations The North half of Tracts 27 and 28, and the South half of S'e.9 Shear Wall Elevations Tracts 25 and 26, Solners five acre tracts, according to the - plat thereof recorded in Volume 7 of Plats, Page 25, Records /�- of Snohomish County, Washington; together with that portion Mechanical of loth Street S.E. (formerly 216th Street S.W.).now vacated.. East Parking Lot Addition - _ Lot 29 and all that portion of Lot 31, lying Nor-�,hwesterly MG .1 Site Plan of Stat e'Highvay 99 all in Solner's Five Acre Tracts, MG.2 Legend & Schedules according to the plat thereof recorded in Volume 7 of plats, MG.3 Schedules page 25, records of the Auditor of the County of Snohomish, MG.4 Schedules State of Washington; M1.1 Foundation Plan Be Schedule TOGETHER WITH all that portion of vacated Spruce Street lying 'M1.2 First.Floor Plan - Plumbing North of the South line of said Lot 29 extended East to the .M1.3 First Floor Plan - Ventilation West line of Lot 31. and adjoining said property; as to .by operation of law. M2.1 First Floor Demolition - Plumbing M2.2 First Floor Demolition - Ventilation Ssu10.�$t� M2.3 Foundation Plan (North) M2.4 First Floor Plan (North) - Plumbing BORING TEST DATA M2.5 First Floor Plan -.(North) - Ventilation M2.6 Mechanical Rooms & Sections 385 M2.7 Foundation Plan (South) A- Tan to Gray, Fine M2.8 First Floor 380 to Medium Send with , Plan (South) - Plumbing_ M2.9 First Floor Plan (South). - Ventilation G some Gravel, Dense M2.10 Mechanical Room & Section 375 Q/ to Very Dense, Moist M2.11 First Floor Plan Pharmacy/Central Service Y L 8- Tan,Glean, Gravely M2.12 First Floor Plan (West) - Plumbing 370 M2.-13 First Floor Plan (West) - Ventilation Sand, with some M2.14 First Floor Plan (West) - Plumbing 8 Sand, Gravel, Dense - 365 to Very Dense, M2.51 Second Floor Plan - Moist M2.52 Third Floor Plan - Demolition �0 A a ii M2.53 'Third Floor Plan - Plump i.g A L- Tan, Gray, Slightly M2.54 Third Floor Plan - Ventilation 355 - .;Silty, Sandy Gravel M2.55 Mechanical Penthouse b Sections loose to Dense, with 350 - some Gravely Send, M3.1 Seventh....Floor Plan - Mechanical Moist M3.2 Eighth -Floor Plan - Plumbing ELEVr BORING BORING BORING` BORING M3.3 Eighth Floor Plan - Ventilation #1 #2 #3 #4 M3.4 Ninth Floor Plan - Plumbing & Details M3.5 Ninth Floor Plan - Ventilation NOTE: Teat Boring locations shown on $beet AG. 3 Mechanical cost'd. M4.1 Plumbing Riser Diagram: (ICU/CCU) - M4.2 Plumbing Riser Diagrams M4.3 Plumbing Riser Diagrams M4.4 Medical Gas Piping & Details M4.5 Chilled Water Piping & Details M4.6 Miscellaneous Details Electrical EG.1 Site Plan - EG.2 Legend E1.1 First Floor Plan - Lighting E1.2 First Floor Plan - Power E1.3 First Floor Plan - Signal $2.1 First Floor Demolition E2.2 First Floor Plan (North) - Lighting E2.3 First Floor Plan (North) - Power E2.4 First Floor Plan (North) - Signal E2.5 First Floor Plan (South) - Lighting .E2.6 F1ret Floor Plan (South) - Power E2.7 First Floor Plan (South) - Signal E2.8 First Floor Plan (West) E2.9 First Floor Plan (West) - Lighting E2.10 First Floor Plan (West) - Power - E2.11 First Floor Plan (West) - Signal E2.51 Second Floor Plan .. E2.52 Third Floor Plan - Lighting E2.53 Third Floor Plan - Power E2.54 Third Floor Plan - Signal - E3.1 Eighth Floor Plan - Lighting E3.2 Eighth Floor Plan - Power E3.3 Eighth Floor Plan - Signal E3.4 Ninth Floor Plan - Lighting E3.5 Ninth Floor Plan - Power E3.6 Ninth Floor Plan - Signal E4.1 Partial One -Line Riser Diagram E4.2 Partial One -Line Riser Diagram E4.3 One -Lin -Distribution Diagram E4.4 Panel Schedules E4.5 -Panel Schedules E4.6 _ Panel Schedules _P hl Types SYMBUL DETAIL NO. DESCRIPTION 3 1/2" Metal Studs w/ 1 layer - y ® 5/8" Gyp. Bd., both sides A 3 1/2" Metal Studs w/ 1 layer 5/8" Gyp. Bd., both sides and Aj 2 sound attenuation blanket - 3 1/2" Metal Studs w/ 2 layers 1/2" Gyp. Bd., both sides and 3 sound attenuation blanket •`O- 0 Concrete wall w/ 2" 'Z' Channels and 2" Rigid Insulation and 1/2" Gyp. Bd. G q Z Concrete or brick wall w/ 7/8" Hat Channel and 112" Gyp. Bd. Existing or new wall per plan 6 ® furred for plumbing, electrical, etc. Z Concrete wall w/ skimcoat 5 plaster Any other conditions to be described by note or directly on plan -General Notes -I; flan dimensions unless indicated otherwise and to - centerline of grid,stud partition or fixture, to face of concrete or CMU at concrete and CMU walls, and to face of finish where noted 11FF1. 2. Partitions and walls not otherwise dimensioned shall be located flush with reference to existing or adjacent finishes. 3. Verify all dimensions and conditions at site, in- cluding existing buildings and utilities, and notify architects of any variance from that shown. 4. General contractor shall completely familiarize himself with mechanical and electrical plans and provide all necessary openings for lights, diffusers, ducts, etc., Passing thru wall partitions and beams and cooperate with all other trades in timely and accurate installation of their work. 5. Contractor to provide and verify exact size and locations of concrete pads, curbs, etc. for mechanical and electrical equipment with mechanical and electrical. contractors. 6. General contractor shall guarantee new building dimen- sions plus or minus 1/411. 7. All exposed structural steel shall be protected to 3-hourvconcrete floors to be protected to 2-hour. CITY OF EDMONDS BLDG. DER CONDITIONAL PERMIT WORK- AL.TeR-AT ca!j d- ADDrT1014s ADDRESS. Zlb� Z�;� AVE OWNER- IjjGVe, 41PWrTd APPROVEYDtD� DATE. 5- ZV -81 BY 4 • BLDG. OFFICIAL KEEP THESE STAMPED PLANS ON JOSSITE FOR ALL INSPECTIONS PERMIT NO. I SHEET. OF C E 8 z I /, �+.��, .I�Sd �f �• it !�Ft�JnifP1•L �I� �-- N®/./A"Fil•P�1ka-� r 1°,ttw Gs�OPY Pipt COLUMF I�'toNca¢lo IJNE� Cry gF,E 5M A2. 10 =M__OF CAMOPY - C,ux p¢OL JOIWTS -Tmw-m PP;A4w (TfR,) t0I 4fUWOt.G., {It WLlTrfO JOMf(� �WPI-L Pf Sj'IPMJ �I`rPi x—'•r%or(bITt VJo�K e9 --HT AZ, t3 , II II IF ' IL=J� � II I� — II Ir— II �l � — r 51 ¶ I I IL�� II II I I New C.URFJ VAN N000r \CAhK WALK Ip3 WA6%ta+�EM. Cu rrr+s"' uP Ma wo E 'fl?O�/IP� 511_ G MPW APl1 NP uFT cPF -Iv-r.>a.-rll�a>E �.tuviH•a. Ca° Pm-4w TILL rI J I I c�c, �Io�wauc _... ..K_._. T IMAW MM MkP Jf �61.811 tNt5r. CON(, WALK �1 TO tip. flbgt H -- / %*%Si' D To mbgC H P�CIST. CO - i, EXIST, PLANTIIJ4 AgMA pl*a�G(IoN O/z �klsilN4 SPM.E //fl KKK INPILL,NDda/ WALI- III r-- r---� I}, r---1 rIL --_-� -- i ril I i I II III IIII I I�I II IIIII II 1I I I I II i I I I II I I LJ�al a =- 4I gal I �l u I I - II I I III MalNT�1N iS�t£Eh - II — — — _ ==T1 rr--9 ��1 RUII CINt�, THEU r -- I CaN�aT• FPWJOD P45f PROoF ��1 I� I� II PPZT ITION w� I�_-Q If -II -Q �-II�_ �g itlet L-�' C7cI�T —� LL "- 1 sTAtlz� Nip WCaAS z� THFs>EaX�1 r ----- II II I r P C..I�IN:g5F1LlKEP To ow, S J AFYr/„ PATbLL.lv 6 b� TaP. NSS�i I / III II I _, �: -- J-- F'f i j*i� Lich j THIS I, KEY PLAN Raft nclimim area ftm ft O rrn v 'a b. um C, rr' 11 1,11A= W*-jr," / wrpm CAO-two" ---11 +PiwnE TO 94�4*m 7II L c ^ c e wc, PxL-- � 3, 0w I It r - �=aw rr= It 1 -7 1 7 FZZF rAMqO-W, 06 ILI 'First Floor! Demolition'Plan SCALE., yell- 1=UI 3 1� i H G F E D c B A I METAL - .. I a SIDING i — 1 or-vlelo� P°a EL MORGUE eE,(QWD 'TWAP.�L`�C`I SKNLIGNT'8 0 11 ACCENT JTS � I I - . � -car. � • �� • I �ttR;` .. tZ11, __•—'.' � .. _--._ .—_ r,��a�iG��S5 ggq��W�''T � P,o1-L?•PD p�l��'� FoRT•rP, wiNCPNWO" cvh.ltoTl'Tlof-1,'�CE �_ - 5- A2.ig WAIL CURVES THIS DISTANCE N i rl (SEE r�rFcri. vsloN p�hIP.L T fl' (SEE PLAN North Elevation 4C) D E F G I JAW ICI I ! o ---- - i MLf 51Dlf.4 South South Elgvption ftst-Elesation, 5C^Le Y011_ I_o ri!Il:i��lll, ";III 26�2MTg� ON 2' /� ol.i MET R�vbx. I \ 1 9 ' ua IN I I FIKLPRCL^FiNfw 4vLLaK17 A or fA Q _ W p W 2 W I o < o F W � W < 3 Z= p w 21 3 2.9 .1 29 01, 8 (2.9 (2.1) I -ON oil Z11-111 11 -5.- FOV-TM i � Arzo, ft--f4AZ,lIb SkYLIGHTS J-- c (Typ) C< 4 rA I IA YZN x 5CUPPM 45 7M7 BUM rFUTAE FRAMF ftLow T An Roof & Mech. Penthouse Z(IW, M-D P-�-,552,601 W CTYRI IRION H104 E/I Mal - -------------- EL. 3"14.11 qX4 SCUPPER ca ell LA ENPr�0 1 71. - ------- 11 -op. tfL 7 d Fcm OTHer- ?LAW 4110 17 L. 404.11 NKC 7p� A2, N D 04 KOOF 04111 SCUTTLE Scur" 40501 TH15 A MAW Z'Z- Lwr tH T'&-Z -Z 17tj TPLAZN foR PLP4Z Tyr K.D. IACE 1-1115T, ove�,.. w Az 5-:� 5LOCI 5E;LDW p.qG Ism (ED-= A c Third Floor & Mech. Penthouse Roof Elevator Penthouse Roof .KEY PLAN &"V rdmtm area dmn ft Wmt le . an- -7-1 mBv CkedBY pMEN51oN5 Ninth Floor Plan Psyc iatrio unit 1 a 0 0 M o� o U Ca w 0 a 2 ai 6. ._I o� _I c; AN©o. /� - 3. �^ . No.7q 41-000�/ W lb Ma/z bl . By -cked By 49 r—w-xlwdq 15LPd;. MAW A=fTIOW Section D-D I/all= C-oll (:.L44e-. Y4&" 7 TOP OF. so .2 Ca 3. 4 - ml'W Clow- --- 76 T 2,1 folm PLOMLL ja INXA; Section E-E Bt w"'tif ww" �Sea#w F"F- I /41 Asim6 I 18. 1665 I I a 13.5 12 I 1 1® 9 $ ; z7o's t o.A. 0" - z1,_o„ _ 14' 0" ASZ.6 �Csz:b B SZ.6 SEE ARCH FOR CANOPY LOC. {{ P '1 FRAMIN4,7YP 1 I A52,b C 52 :b S 52.b A �Im, szb COL. ABOVE I B-1 Q .0 I (Il el M 01 CQ co PO 0a n am M a. 5 TYP B'I tO B-I O 52.b_ i _ p C+ C?Lj E SIM 52.7 FV- B-I COL. ABOVE G Z,7 G sz.7 AI O SIMSz7 OL.ABOVE �, E BELDW -� 'A B8 Es8- B 8 68 B 8 BI D,�. SEE MECH. FW -�'7 bPNG sIEE € li 23O L�C L� 6-1 GSIMSZ.7 B sz.7 CSz.a INRYCO 5" W -Z06A METAL DEc W/2%2"CONC. Q i ..Psz.b J _ yl m Qsz b TOPPING (OR E 6R6-VVI.4 APPROV17D WIA WWF. 5uB5TITUTE) TYP• D.ON. ILI 131 a e- - COL.A50VE B-I COL. ABOVE �' In � � � � � Vt � III9 N ; ! LTl 155Z.7 C G52.7 Q � m m e2 PO @1 01 m MOl en T s2.6 + J I 2.7� Z7m �z.(o - B•I B-I B-I nl 3 CE '_'1"� B I m Jsza N O `r f IS B-12 COOL, I SUPL RAIL I SEE ARCN RM TWR�j RBV. PROS I pp�� M5z.7- L L52,6 l COL, ABV B'I A.B.s B-B-IU (3 10 .. s 10 N� E.7 p52.7 COL. ABOVE INRYCO 3"W ZO GA. NIETAL DECK W/o CouC. 52.6 Fs2.7 F52.7 €BELOW -- STWN, O9 BIZ (OR APPROVED SUBSTITUTE) sz.7 J sz.b I B-I 3 Y � j w3 o3 SEE SECT, a" FOR CONN. TYP. J d: i- - .,-SEE ARCH FOR � � 'I I CANOPY � •? I W - - S p -I NMI P51M Ir) z r. 2.6 SZ.b p to � iI Kvz o I PROVIDE CANT. ? o x ' - BM-8"< 6,51, W (t)"7 75�14e Ti A / B. m) "3 © sz.T _ _ 3 SEE ARCH FOR LOW RF% PROVIDE BM I'-O.6=5" W�(2)'�60T.E(2)"7 A'TOP(SEE S13FOR RIF BAR TYPES) E "4e13"0C - HORIZ, EA FACE STWNI "4 QTIEse 13'OC - SEE SECT Asz.b FOR CONN, OF DECK Roof Framing Plan (North)' DGE OF EXI5TING Roof Framing Notes I) SEE SHEET 52.4 FOR BEAM SCHEDULE E CONNECTION5. 2) TOP OF STEEL ELEVATIONS -C^ BEAMS=38z.09' TYP. -c� COL.CAP a ON�=382,55' -e COL CAP IE oN = 38b,75'x TYP, -e COL CAP FE ON=380.G2't SEE SECTIONS FOR DEPRE55ED AREAS. 3) AT CANCRETC BEAMS € WALLS USE STEEL PLATE OR SENT STEEL PLATE DECK SUPPORTS, SEE SECTIONS. 4) ALL STEEL NOT NOTED As A572 CGRADC 50) SHALL BE A-36 _ 5) REINF.ALL CONC CURBS UP TO 6" H160 W/(WS LO144, CURBS 6"TO IS"NIGH SHALL HAVE (z)VF - P4 SOT �- ^3 ) INTO L'i" CONC TOPPW4 -ALT.HOOKS TYP V.O.N. (5EE MECH FOR ANY SPECIAL CURB REINF, L i 01 Z C a .E L UL 4- 0 E 0' E MY 13 12 11 10 MorE Is v COUl 4 tx p p� 4 R�1[XP7E PIX, SLOi'S TO Mc� co6rw k _ I -_j I �� i i Ier�.ocaTc I I i i II II , I Lh�� ore, Ll�j II /y II �\ I i i I i r J IF CC�� .sewv ro / _ -/Wiz, - / 6�EER3H�T AZ.------1---- -11 II , 111 PALTI I I I I I >___n L_ r1 - I --_-I I ILJ •��' � COLD .lol EXI�f9rltt Ff First Floor Demo. Plan CT/T Scanner HarE: }z6MOVE 0115jIH64 rLCOrH#1 -rHRoUgHouT. I ------- I I f ----I � L II n �_L � I` r t WPLL pLDV✓E1L � I I I. OIIzIL,�7L.THISAZ-7 SHT• A2.7 I I TF II -ll t r 7 / maz $ r-c-ma II I i i I I First Floor Demo* Plan"` Pharmacyt Centrai Sershce' e15hLS�L- NaM-, 1) izEMovs i X--'IflNG pImpIN4 ItA4 W#fHK£ & 4460ULL>D ror- ww nwfgwr. pPi�'113oHI AS P-FrslAuzFV-V �PLF�.�I-V WDR4= WIT}-IIN r R!P!il'llf 1�E61.4I RJ;MFiY(ri, 'KEY -PLAN Indcaft Sheet Job No 79 Izo leq By L_J rr. seRV cE A��Eytt ENST ENErr o A I l a + ct NER — - -- -- - — RtLtJYII-�i I L I rF r.. _ SSE - j �r"rAIT h�O�FF, eU Distribution 4•1 i4221rC(CI) �y 4ZI 16HZ1(I) a StOra•8 • -. , y _...._... �I) �y. MATGH JPGENT RCL�Mro = — — — — IF --- �Spte�riW _ REVERSE Ex15T, DR.SwI 6¢ppp•Mt Jlofa a EXIST FIRC Host CART 1424 I W `s 147v� Preparation - P 4zS 15HI(IX2 ! _1 E`QSr. - s --- --- -" 7 i 6 tI = I-INEN l lean Equtpy l5 a j 'I s 11 -�^ I . I tbH I C 0 L—F — — --F — — — - - f SterUiz ALIGN 1428 1 &H 1 I 2)SCNr- 3" F - �a CC JWJ I� "`p - - ,Btue rea --- - 22 F1 L e1G`9f LINE l4Ld plT gCISi tl - -- 6—.�. 1444 1 HI 1 2 a r�9 N LpvgL.kv tXIW'pLWF. _ �41- 1 cy ��5 ^ ALICsN GEILIhovA 7Hi 1st i ` --- --- �„Ly 1�08Y It Cr 1 v, co2VI' ReselVincL t5qH-.�I I)(2) � - La AL161{ _.-._..J �"�E StCf e 'Mew s w 94m IBHI 1 2 DeNntin 4Z9 o�cs) I oeIOA 1441 Ia T ALIGN W/Cowv R 5*,FTAS I ; � tltk ®� e►18 4' FA �FA. �j �2�-2pFF � I uIP � eL66•NMG j 4, 'a- 1441 I[Ai� _ _ x a `- �dci GRT 'P'pLE-i) i Op Fr - 4=yM----- --___ - -_=--_-__--- I 91 - I 2 6•z•5.2 I Refefenee �_ -- I _ ALI Room I 1 9 144-1 1 FIFHT<z� U 1 +'i LI KEEI'It-Ka U.1EPN LilJtl-1 OF`FIC.E . �__ _-:..- -._. 17DIL• ..-- L j.I f MLLi M 3L,12 COL.' ! I F Office PH , z145HIS) a 4 : o ----- Clean Storage P 14GU 16HT-30) S Nft . 11 MooMY g6dNoftIL ff' I j aA$a'0e THIS ` jLTI LALIGN I j F _- - 1 MaCk1 SF'wi'T 1 I arENEKAI. Totz� I E Nerr I � CgEt�IEQAk- gTaZES � ® � I j l rBleakeut • i -- I� PIN" NEW To SLAP+ AeoJE, CUT TU F rEXFb..E_D II PPN SolSfS. II iding indicates area shown this sheet Partial First Floor Plan Pharmacy/ Central Service SCALE s 14 - I I-O" L- . (00 a hm 0 N E LL r1Z g i ■ E■ it ■�■. ■■■■■IillY�l■LJ■. ■■ �I��i �■ ■%I■ ■ �I■I�i ■■1�1 �■ice■�■■ �1��1 �■ M■0■ �i�rl■ �. S" �i►�11 r/■ �� - ■■�■�1 ■O ON % ■►R■►�. II■1 ■ ■■� ■■■■■■■■■■ ■■■■ =■■■ �� 1■ i��i� 0 �i��i� v ■ Mi►4i M IBM=EWE wHVie+-arn'^a -�■�■-� �■�■ ■�■��-_--_'�� ■� ►� ■,,,� MEN 0■ ■i►�i■ ■■■ �. ■MS ;■�■ ■M■ __ ■! ■■0■■0®0� ■�JS�NO ■�1►t1� ■� 1�1 ��.� ■ ■ 1 10 �■ - ��iEeMM� � i16iMwr lo mom'' -------- - - ii�l _ .A■� ■■ ■i�� ■■■E MEN T■■ ■ ■ MINIMMMINIM ME ■0 ■0■■0■■0■■0 ■0■■ ■■ ■� �/11►�I■■■■1 ��I■�■■■�i■■■■■1►4i ►�1■■ =■■■ ■■■■ w■■■ IM■�■�IL■�o _ _ ■�■ i ■■�� ■i ian ■■■ � ��■■■■ Z .® - First Floor Reflected Ceiling Plan (South End) General Notes I. A-i.l CUUl.i4 Gd�DS TYPI�LLY GC9JTE21� IN ZOOM P '`--1aArtd L440- s IT41-Mll-_ Nar ID Z. C.bLN6HT`a TYPkCA L-Y 91-o"pl�ui{; F1W F-1—WITH r1a: FVLLOWIN4 t:W F-'Prlot-- IzEulvpF_LtG AF�Fa.S - s'-o'I ,a.�,tM= �I� PL CrwJ Tv(LEft�- 5'-dl ae<>rc r-N FL ivnj s� I � - FU0 a o. o. V, or p F o z Qa o �> C cs �a c. o ,LEGEND` E Studs and Gyp. Bd. to %ttom of Structure or Fireproofing Studs Only To Structure, On Existing Construction [ Recessed Flourescent LighFixture (New) • Recessed Flourescent Light Fixture (Existing) Flourescent Light Fixture (Pendant) 0% O Recessed Light =fixture ® Exit Light (Ceiling Mounted) Exit Light ( Wall Mounted) ® Emergency Lighting N ® Heat Lamp' ® Ceding Diffuser ® Return Air Grille • Sprinkler Head 1 Ilien•LI IS Speaker ,(/? • KEY PLAN. it aces aree sPrwlr t`s shegt i Sheet No. LJ Jab Na L .J L.. -.� Dare Yb f✓�/+(z �/ Downey W, Checked ey Jt-ID moc=rz OP al Rl VqAo-, w Job nQ -,, , N 51-dl 5L ol';z E4. fLUelm N11 t S.-O .1 t A --7 46' to 4- C44- Aeava r-lm5T nox m-L - CMAZ%Ai Mort I VWF-Y OM9�1HIE40W5 WTH AtrHITU.T Main, Entry r3,O t5 -7 z, ,mr Ir �J;j C�O'�414 COW- COOT IN FL6,Ljr- 116 MIN AZOVNE) U-4wwkl* DOw--4LO -*mverv, To 15mom (-7- — or- r-cwc- W#L-Y- ell wrr (t - Wac) To ej, J25 A-WcHve- 60415 cl �1%lt ;0,46b 00,1�.011 IPJ .,4cfm- at Can opy Footing I I=JT- all k J, CO" Cob,". East Canopy Y40- 1-,1 N4 m ALL?- North Canopy, .0 churrm 61 e--T. -Of,6MArr ,Canc?py';_D V . � _m CANOPY PLANS & DETAILS \� — I / i M,440 1-+^-11J(iHT 4°),4` 6iL417M am PT. txrgxeD Kkw CAP m TL, oecr- I.TgUCT, 6UTTa?- 0 Dim Pr. O DWI. ef F . -*E-w E1,e IT A Canopy Details' 7 A E A c AL -UM. FASCIA � I 21 Z° Sulu, Uf, 71vF OtJ 2' Z*I P INSx.I L. pN COOP DEGk dy MET SIDILJy-WN MBT 9a1PINC1 � ` wrra-+rcc IIA 51M. _ I �,•�.Pc�+P�o ou l I Mr-7 wLNM I I OF E MCf I_OuvtaC �W7T 19Pf�liINU vN oN pECJ I 1/211 PLYWP. aN I II (v 51M. I (J I 41/2, METAL DESK 7 e OULT-UP ROOF bUIL7•UI' RWF �\ - cIM J 1`LPS tilCa ON UbHT WTI CONC, ON I" RIGID INSUL, o° 6 ON STRUCT, LONG a ON ROOF DECK a 5KYLI614T ON ROOF PES.K yp . 0 �FlF�PPOOFIN6 <, u6HT FIXTURE �/�T d�Tf INSUL (TYF) - IMATT IN..+wt1OW 5! C 2A" Rlblp INSU,At10N 511f�PIP� 6 wINDOw wALL dJ7 p} O 0 O ASPHAL7 COHCADOWALK _ OWNNV �R� ON cOMPPCI� = I= per., WATEP,PPWMHCP D J GRAVEL �{lMltil. R161D WwLATION —_ 1 FUo'flNe DftPJN ' - 1(jJIAI{_'�I ©1�( �57 Wil 1 a O Ili YZII-F_011 @ �x 07 i'JI-� /�' Olei UVol- ru�w �,dA Y/ m�i D I3 cn fR is �T m� L o4� 01 Pit ? 0_ 0 N ----Aft-_- W� IpT Nan `®I AT1 cn n N N f7 �o➢ Z �' �. �n 8ED , r�r-1�=I��-Irk II II II �I 11 it 11 IIAII8I �1--I>=�Ir I 1 11 it 11 II N 77�fr Ir IF, l it �i -fr-Ir�i - 1 I II l II �� II I . r_ ` 2-0 II N w w w Ln s to zLa rn zGa 0 0 s, 0 N N 1r �''kRIlwl LII n l" I II L�LJL r�r�rt 01ST. 215-T P LN�� ym Nx O� II I JI_J �I N O +(� 00 IIO IpJ Ijalj °jl v m o aQ II I II �� .n Ili II ii 1i li n �LJ_�L�LJLJLJ li ii it JLJLJ II ,i ii II �LJJJLJL ii n II II .ii it it II ii Il_JI_JLJLJJJLJI_ JL-j' II -- ' 1R82--------- ��n-I��r i��1'nn�-��-1��==-,I-�r� II II II 11 11 11 1 11 Il II II )I II II II NJ RBI------ 1r�r�nn> II III All All III III .II II II 70 II N N �+ t- L G L 6" t L L (— (- L L L G s 6, s s 0 0 0 III L L I III-' II I L L I 1 III 4�4, 3' 33/g IL 23 SPG @ 3- I'/L = 11'-10Vzll m-I +n lolloll IlpIIvII Ir . N�" a II II II Cp L�iL_IL LJI-j � JLJL.-L-J LALI_ JLJLJLJLJLJLJL_1L� J G0 RB9 �Nn N NW U Z.O,_ d' 23' O ZGI_d. Edmonds, Washington „D ospital : Additions & Alterations Phase V REGISTERED CHITS Roof Framing Plan Revision Item issue Date 0 Cl) Section B-B wool WMX, Section IP-C SCALM� I'll, I 11 I I I 21 H 6 B'CONC SHEAR WALL OMIT INSULATION FOR OMIT INSULATION SEE FLEV.S FOR S"@3'--gOO.C. f PROVIPE L5) FOft b"ca-,W CD.C, Q REINF. *41e DOWELS& Z'42'04, I PROVIpE (2)'41 -5 WALL DOWELS 4'SLAB ON GRADE W/*4 _ 6• Z•. DOWELS @ 3"O.C. MATCH VERT. REINP. 1" c 18'0.0 EACH WAY a Ct OF SPACING,LAP 4Z SLAB. T/SIABC•' EL 3y8.E0; BAR DIAMETERS W VERT, WALL REINF Lu (2)"S CENT 4 z 8" WALL REINF I. MIL VAPOR BARRIER, ''OO 3 INSUWTION,Eb"GRAVEL N(L OVER COMPACTED OR UNDISTURBED NATIVE SOIL '^ -SEE SECTION A FOR CBEAR ALL FOOTINGS ON UNDISTURBED NATIVE ITEMS NOT NOTED / SOIL W/ BEARING CAPACITY OF BODO PSF.SEE NOTE ON SHEET SZA RE. B/FTG. ELEVATIONS, Section A 2.1 3=0 04 DOWELS g^ @ I—! -"SLAG GRADE @ IB"O.C. EAWAYC"CL OFF SLAB. T/SLAB@ EL 31-8.90' CLOSURE SLAB MIL VAPOR BARRIER 0 C GRAVEL OVER COMPACTED OR ONDIS' _ TU ftBED NATIVE 501E ro BREAK BACK EXISTING FOOTIN6 TO EXPOSE REINF, CAST NEW FTG AGAINST EXISTING MATCHING B/FTG ELEV. (INDICATED ON EXIST. DWG:5AS 36600'1 BEAR NEW FTG ON UNDISTURBED NATIVE SOIL OF 8000 P5F CAPACITY SEE SECTION A FOR ITEMS NOT NOTED Section G 10 - 10'5NFAR WALL SEE ELEV. FOR REINF. V _ )n m SEE SECTION A FOR ITEMS NOT NOTED Section B H B"•Z4"COLUMN VV141&b 3'-4" VERT. f *3 TIES fCROSSTIES PLACE I—T!5m 2"ABOVE T/FTG,PLACE TIES �a 4"0.0 _ I 6 TO l'' ABOVE T/SLARs THEN PLACE TIES 08'OC. SEE SECTION A FOR SLAB IN MIDDLE PORTION OF DOWELS AND OTHER ITEMS COL. ENDING W/(.)TIES p NOT NOTED &4"0. C. aT/COL. TIED CROSST15 HOOKS SHALL — --WALL DOWELS MATCH VERT, BE 135' W/ 4" EKfENS10N REINF, SIZE E SPC. LAP 42 BAR MAINTAIN I'/z"CLEAR TO TIES - DIA W/ VERT. REINF, AND 'k"CLEAR TO CROS5TIF5 12).*5 CONT. F OM FTG. 8EY0N %COL. DOWELS y �N f I O'S CONT FROM - _- FTG BEYOND 8' SEE SCHEDVLG SEE SCHEDULE SHEET 52.Z FOR REINF.., SEE PLANS d NOTE SHEET SZ.1 FOR BOTTOM OF FOOTING ELEV. Section C 114 I'-D *4 DOWELS 9' @ 18`OC- *4.4`D"e IWOC JI I — 7 �• -5EE SHEAR WALL ELEV.FOR AWN REINF.,TYPe MAT FOOTINGS Ia 11\ BREAK BACK EXIST. FTG. E BENP REINF. INTO SEE FOOTING SCHEDULE SHEET W WALL. FILL AREA BTWN EXIST. FTG E 50T - SZ.Z FOR SIZE II REINI'. OF EXCAVATION V, NON -SHRINK GROUT. BEAR NEW FOOTING ON UNDISTURBED NATIVE 501L OF 8000 P5F BEARING CAPICITY. SEE SECTION A FOR ITEMS NOT NOTED Section H 12 o. GRID GRID 8"SHEAR WALL SEE ELEV. FOR REINF. IB'O.C. SEE SHEAR WALL ELEVATIONS FOR REINF.C*OPENINGS "4.4`o'e 18"4I.C.(OR CONTINUE S.O.G. REINF, THROUGH OPENING) V ro >- o,' �. I— � rrP uoN SEE SECTION A FOR ITEMS NOT NOTED 'I` PROVIDE *S ?' SHEAR WALL Z i v DOWELSeOPGN y o ^ e 18"O.0 (F 8 WALL REINF IF BOT./FTG. 15 MORE THAN 210' BELOW TYP. U.O.N. I TOP OF SLAB) SEE SECTION A FOR ITEMS NOT NOTED Section L Section M Section N 3/411• I.-O.� - '1/4", 1._0,. J�I I*2.x24'C(N.UMN W/(10) H J 6 VEST E*3 TIES l CROSSTIES. FOR TIE PLACEMENT E CLEAR_ SEE SECTION D. O M ITS—' SEE SECTIONS 8" ILO. AEC FOR ITEMS Jy PROVIDE NOT NOTED iSEE SECTION B FOR _ CLOSURE SLAB SLAB DOWELS "16COL.DOWELS 9, JI I � I I I. I I• T—' —r--r — J— A' OR 'B SEE SCHEDULE -- CENTER COL. ON FTG. I EXISTING. CONST.—' SEE SECTION A FOR ITEMS NOT NOTED SEE SECTION D FOR ITEMS NOT NOTED BREAK BACK E EXISTING CONE. FTG. EXPOSING REINFORCING T Section D Section E 1W I,-D. D 8'k 8' 3=0' n 1 : *4 POWELS fg— IFS ----- E 18"'OC. POUR 4" CLOSURE 8"GONG, WALL W/"5 SLAB @18"O.C. VERT. $ "5@ 15" O.C.HORIZ, ((II SEE 5ECT)ON H FOR ITEMS NOT NOTEO Section J qs'-1 SEISMIC SEPARATION 10' 8'SHEAR WALL 5EE I 0' SHEAR WALL *3NOSING BAR HK ELEV FOR REINF, SEE ELEV FOR R/✓`. INTO WALL5 EA 51 DC- "-, .*3eIZ'OC HK INTO • I x� WALL EA •;IOC I *3 P( elz'OC *ae12"OC ( 3/4" CLR) r I� _. :. `(2)"5HK INTOWALL PLACE (ql *5 IN COMMON FT6, SEE SECT, A FOR ITEMS NOT NOTED ` 'Section P Section Q :0 W O 4 S EEL. CAST NEW FOOTING AGAINST EXISTING. i LL Section F 7-4 o D E a - . . s "SLAB ON GRADE W/*4e 18" O.C, EA -WAY OVER 6MILV,B.,6" GRAY E L, B COMPACTED OR UNDISTURBED NATIVE SOIL. I L .> DRILL I�'MIN4-4,"HOLE INTO EXISTING STRUCT. 0 ^` (�JYJ E EMBED #,+- 2'-b" W/ NON -SHRINK HIGH - STRENGTH GROUT @ d Z4"O.C. co 0 0 E a , W • S✓ 0 Section K • a SEE SECT Asz.L., FOR ITEMS NOT NOTED _ EL 38Z.55-j, ell"O.G �. C '3 NOSING BAR5- HOOK INTO WALL._ / *3elZ"OC HWK INTO / HK (IF NO WALL-HK DN,) WALL OR UP) // 8"SHEAR WALL.::EE ELEV FOR RfF a� Sheer No S2. 5 Section R ,t, Date I!p MA2 19f31 Drawn B, Checketl By F 1 1 3. 21 z70'-5t-0 A. . . 4- 14'-0' 21' O ZI'-O" 21'-O" ZO+ $ ! -- CANOPY cAL,e TU TYPe I'-O"TYP. l� Cus GRI SEE ARGH.___ E s2.s B 52.5 D $z s 6' 6" (3b0.80) (3(01.80') (,r, _(3b2.55) FIG. STEP- TYP. m - - J Fsz.s - — F-5(35%86) %(360,80) I _ F3 (3613i). _ F- Bszs F-7 (365.97) D sz.s `i� c SC.S a 0 � 1 4 ci 0 o l 3 m V N W BK31 COL. TYPe@G szs F CJ r L I F-Z (363,17) FZ (-%5.97) F-3 (3GS.97) F8 (3b3.97) '^ G 5Z.5 G SZ.S 13 — r 0 CJ I I 4" CONC. SLAB ON GRAPE Jszs M Tm M W/14@ 18"OC EACH WAYe FOOTING STEP -SEE: 5 2.5 SLAB ¢ . TOP OF CON[. @ EL 3G8.80' TYP. F ( (3b3.8 1 W W4 COL. TYPFT -- e Q I O 19 _71 H 5z.s FJ•I (3b3.97) FI (30.97) PZ ^ 365.9 t2"TO EXIST. COL.5 e GLRKszL _ I I EDGE OF EXISTING CONSTjr KSz.s z Foundation Plan (South) SEE 511T 52,1 FOR FOUNDATION NOTES -- —TTs I'-O --- — -- -- J52.5 Footing Schedule - Area 2 MARK DIMENSIONS REINFORCING REMARKS A B T F- I 3'-0" 3'-0' 1'0" (3)'r5'EA.WAY F -Z 3'-G' 3" 1'+' (4)'S EA. WAY F- 3 4'-0' 4'-0 1' 4 (5)'5 EA. WAY F- 4 4'- (; 4_G- I'-4" (5)'5 EA. WAY F- 5 6'-0 (0'•0 14"0 '_ I `6- (7)'7 EA. WAY F- 6 14'-0' 1 =0" (I4)'7 T$B NO. -SO. (IS)"STe E.-W- F - 7 VAR I ES 7'- b' (1z) 7 Te B NR-So. (25)' 7 T6 B E-W F 8 24' O 4 0 I' O (Z4)'5.3' 8' (4) 5K23'-8" F- 9 VARIES z'-O O'-8" (9)"5 MO: 50. E-W HT SG-1 I I I 4"5LAB-ON-6RADE W7 W8K A3b STEEL COL. IWe18"O.C.EA. WAY- ¢ W/BASEfr_W. -O'-10' OF SLAB• T/SLABe EL. GROUT b MIL VAPOR BARRIER jf E--IZ 4' PLINTH V4(4)"7 VERT. f 6"GRAVEL OVER II E•300b"O.C. PLACE Is COMPACTED OR TIE <e3"ABV. FTG.4 ADD UNDISTURBED NATIVE. (2)TIES—TOP. PROVIDE SOIL 135` HOOK W(4'EXT. ON TIES. (2) 3/4"4A.B +2b i b"GAGE rc v m r BEAR ALL FOOTINGS ON UNDISTURBED NATIVE SOILW/ EQ EQ. 5EARIN6 CAPACITY OF 8000 - PSF. SEE NOTE ON SHEET SZ.1 RE, B/FTG. ELEVATIONS A OR B' SEE SCHEDULE 0 O C I a. C O a .0 C 0 E LL Typical Footing Detail U KEMN N 11\IG WALL SGNE pU L E .. h 1 b a' t 2 FSAQ S T F�A1ZS P- &4R S 21 4' 2'-O'II 4 #Qp124 ✓t4pl211 it4.4PI.V 4''6.' 131-0°+ B° 8N 10°f 04@I1" #,iCZDIZu -- 14_CA 121- -a' 1 4'-3j1 Sol - - - - - - I,_C l loll; 4.3ple --- - 44ca1a" 'w+@ 100 . ,6-lo i ^.-' 3 )ol i I' 4" I Loll! 5C 8 - -' 44@ Iq-- 04Cm '0 - a- w N %L _yEL 0A2l.(E IY2 u IZ I2)BG GONT Iz- opus a J FLILL- HE IGHr, No St�LIGE -> _ FOROU5 FREE DRAINING • BACKFILL 2" TI LE (P 11 - 6. perw K[y' t LIEA _ 4 3�GL P OC"9 UNDISTURBED 3" GL fL T- F NATIVE 501 L b Typical Retaining Wall Detail (Wall Without Concrete Base Slab) NO SCALE Footing Schedule MARK DIMENSIONS 2EINF. �EL: @- SOT/FTG. 2EMAIZKS A T F) 'S�-3" 5`-3" I'-8" (10) G E,_W 366.-16' 8' V Z'-S° (14) S S.W. 36518' 2'-4" (14) 8 6W 3G6.12' 1=4- G'-3 G' 3" Z' O" (10) E,W. 3G6,4-e; 'FS g GOL �, FTC% FTG DWLS — (SE.E. COl_ SCHEDULE) LAP 30 6,D. EMBED 2413.0 F SEE SGHEp. 80T IFTG A 00 8 Typical Footing Detail �� PG. OF Z.IGID IN5UL I SEE WAU- GT2 ZSTWE2.N CC- INF, @ 24" OG -FTG OWL TO m� MATCH WALL, _ 1ZE"IAI F. (LAP 0 OTYP K „5 II r W W F R -- O to 01 (2) it 5 --,�' L's (coNTl Typical Wall Footing Detail: T(cotilc SLAG =SEE YINEO. Column Schedule LOCATION. A3,p3 63 G•3 0.1.4,53.4 TYPE A S P> A SIZE IGxIG IGx1G IGKi6 IZxIZ VEF-T, PAPS (4)"'5 0-A I 1 (8) t� 8 (4) 41,6 TIES *3 -(-sw8 @EE, 6N,m �+3-(3)�8 @ EE )DAL@IG -3-(3)@6@ EEC DALCIG #3 -(4)@G EEC BN@ t2 FTG, DWL5 (4)*G (4)-kG (4)#r- (4)-*G TYPE P. TWI?E 5 -7Z'-O" IS'-O" 25'-G" 25'-6" G'-O" 'A sl,s N KTG STEPS D -- � (367.00 17) t` }I LA AA ,�. Q06G-7, t80 0 J %.9 F4 st.4 I 51.4 v �j O U 0 Q1.19 dl � (369,18) 1 J (4" COMIC. SLA ON GQADE- ` 00 GxG-W1,4X W1,4 W,W,F. &4_ u0 � T FCei T(GoNC @ EL '5G8.78' - (MATCH S\1L UtitLE55 SOWN I ST.) T,-(P OTHEKWlSE- 6 m 0 0 A s � STEP FTG � I s C, �T SI.G I F5 S1, F3 (381. 4.V ) "� SSE SHEET W.G FOR- ej RETAINING -CY ALL l0 SI,4 O 51,4 j SCHED. h rB (bTf 43 p (3'77.4-3) �j N r`* St.S c.3 -1'=0" T-(P Z'-O' TYP :L IETAIL 1 ' d 51,4 N 0 O FI � I TYP, ULILESS SLS SNOW ti OTNERW 15E 'D 1.4 @BOT. OF FTG - T1'P Foundation Plan !T3 ON3 Fi.IM" CHANNELS ON'"V6'GYP1A.Sim lD"METAL STUD54a'/z WrlNWL57WN. �o vv i \� ` �? o F X7T INSULATION SUSP. CLC-{. 5/8" GYP bD• EA•51DE 3'/M METAL STlJD6 -- U9y CONTPOL JOINT NO 0q3 SKIM COAT PIASTER ® i , U 5/0° UYP BD ON2'M°METAL STUDS 0 oN coNc, 11 CONG, SLAB J OO COMPACTED dFAVEL — I 3.5 p�IL7-uP'mF oN LIGHT WEIGHT LONG, ON STRUG URAL cONG DECK (TYP•� FlR6PId7bFING� 6 ODLUMN 7n Milli lilt _J PI NT HOUSE EN5T1NCB PENTHOUSE I 9 15UIL1'U11 R=F ON Ll 11 N11 17 CON1 ON METAL DELIS ON 2x CRIPI.Le WALL 'xJ 1 9 Z �- rF I 1 NCLINE0 SURFACE — _ (SEE STRUCTURAL) 3 RAID INSULATION a o � „ hJo x 19 N LU WALL rft',� Ql� 9P =K' I SKIM COAT PLASTER _0 Cft)y,.�lP nW/ TEMP ROOF 5.KYLIGHT 3 FHY5ICAL TH.ERP Py 421' = II -Cot W C V a9 N E I i I I I W i i �'• 2Q1 l "•i I ,I FOOD CLOSURE BO IT'JKN7AT ALL' L%. TD CONC SUf1GES 92 �; I \ PATER r.OFPIT \ \ �lISItMI PAFJ>cJ-" 71s.1+t • . _�— 6YP,l3D, SOFFIT i DOOi THKE?SHOLD $ __�-- SLOPE '~ � 1 MIN• sneer No. PEM1IME7ER FWTINr= DRAIN it1611D INSULATfON Job No. 114;w 14K NORTH I5U1LDIN6 ENTRANCE • AREA 2 Die Drrnm By 1/211. 11-D°.. Cneoeea By - Ninth Floor, ; Refle P c General es x y,e Vol -- ,. ALL Ct JL NCa GKpb IYFICALLY Ceu7t2ED 0-4 RCOMt, AS eHOWW uNL�s vtRF�n11� P�CJ(ti� - �Z GU` LIHci l'�. 'I`fj'ICaI-LY 81-d AI?a�JE. PIFJ Fi. WITi-I TM� FOLt.(�NIt�7 . e3alI° fOI.IS; PPyIEf�l( 1`a- 8'-!a"P$ial HN, FL. trfr) LEGEND znwi Studs and Gyp. Bd. to Bottom of Structure or Fireproofing. I Studs Only To Structure, Or Existing Construction 04cessed FJourescent Light Fixture (New) Regessed Flourescent Light Fixture (Existing) r Flour, cent Light Fixture (Pendant) O Recessed Light Fixture IM Exit Light (Ceiling Mounted) �- Exit; Light (Wall Mounted) ® Emergency Lighting ® Heat Lang , Ceiling DAuser ® Return Air Oride • Sprinkler Head e Speaker KEY PLAN Shading iidicutes .area shown this sheet f 4 GthEnSq =EE I�r�fl SICE Eighth Floor Plan General Nurs ,6. Unk 5CALIZ: VSO- 0_0n _ KEY PLAN Shading indicates area shown this sheet i' S QI. i Q1j 1 IE • L No A3 1 NO rn By cked By ;rrl i 14b11 2ILO" 211-d1 — -� E.,F- � - II-oll _ Coi-IVGYPEO+t --- G2. ffi EQ. Cai. E�7. GR EQ kCt FGC T"MI-IGl SE�SI1ErTh2,3 L { , • TYQ g I EP` I - I I I � �� eI� �V°63 IdN � --1 rL,� ISOL to K L � -�- Qftic� I'Sol 10 K3� 4x'JT11D 4tE :arR o•2.21 I ir�l FLru 14 prr-nrl6 tLtv4vt4 t i 5B 8R ` yM L Ii gyp_;- _ �g J 4k d y I*r1-7 i IO &K5� l+u- ION 1 _ J r 1 °N �N�T IGenerai Notes - I, ALL 1�� f FJUM�.ED PJz� F'xl`:3f, Z A-w- eQuIP. A� CXkNO ' Sro•1/.J'OoTrw Art - PALE E•wsT.BLD&, W.I.C..: eXc.QpT raNK-(WAVap 15) IdOfEP Uk..l. g Nr-e MEGH- �Ft�s tc= w/ owF 1E7s� �L FPU�f� � 11�(ALLATI of -I '�, PyL Nam^/ M�fAL STUD ci`rP A WliJ.LS IN , Ttilal APED 7o tip F_G( ML'IAL Y_ACY�Nq FV'W 1M6 1 41AWG --------- ---- 9 + C.ol-t(I!.tUoS,SEu-IF-EP ",¢� EP. e-JTUP _ - � PER EYJST.yy ADD14, m Er�T7n6 I � �r5nre A I � I T 1 r,�� _ l I r f j 15 �� l: E'-oFF' �II f +�V I NMw�s u 1 s A% r-� r -�, pti I i -, ..� .H.16H I �� t` � E AW[fi�R- 5 - - - SJ - 9 2 F . _ .. - --- t_� II I 2 M4 s `- smIETA.22 lMR 150- AREA Pivrimo, GOR+EIIOr'R G�19rINv I�ZGC�G 70 IiTRANGFs _SEw',�YA1Exl fib/ - \ - - _ 132 .o.. ..�. yi 4YRP3 COLUMHt PLKES) f -�__ - M\ e �rl� IiH M JbTI gnoN v ry �•o I 133LI if 'I ISO I. I r L 1 I 11 I I �,._� _ - _� ! 'f..l'IbTl6 l`b A'16 rrY6 y wi-,rMW , II I I . r'', _ - - - �- - �•�ooy j L--� UAM 5 �' CfOWD02 . CONP� yy��r�� I . II I I Ism- to 3 y I.313 . to BH 3 L._ Iti1'JO � 5811 I staff: *' ist to __ _._ -- ---- --- ----- -- - b IILILE2 to ee 7 F fJ$I �ri19A iK4, f 5�`•�¢ Jo{J .....I _ _ �_! v j i II'�I - C'I'I%�' �CDM�j4ET�� 1911� L -- -� L J �� 13Y. rle Io8F4 1'�w a sh I �I �= IuI�+I �Ig21Fi II'BCm� WR% � TRDUTU,p�EN1�OAeR5IDSADME i RRTbA.USH oFc.l I - - - ___ IOI-grFF ,I F.+I.G. �I.,Ir 131.On Rf.-----�- --7irr FF �--To �srlsrllyv E.vlr VIW1{Irlb �xz.laaz '' _.� _ ' - r��r r.�T r ..- --- -_-� I � I j i V �l I �. �I l/ �jL -t '� � � I •p��r�!n6 ' C . L�.!'I�JryIVb EN6TR16 P4167I!Iv�b� EXIsTN6 I;.t'17TIrW I tKI�T j; MaR6UE Tlxu a4c7fsWOLOCr �+EROI.007 TPSAr LoUtt b I rw. BM.IM UbhIT II I IC.uR Tb To ¢if M6 I II {-t'Y�+rU6124L j _ I� E.rIcTIIYo p�,Lc�cpTt •ro Ti 1 , RA j Mof�u16 124a _ "Mr i I, Fiat Flo6r Plan. Laboratory South _ r I 3�-��''Ig•n J-_ m W' EXIST 0 NDDW - _ w STTIK.CO 0 ET TADS a�6YM1 gDp NT �\ LSJr---T ( L- ----I - -_ L �, • .j I ' r, [5] SU01H TH 61 OP 1 I II I 9 1 Le 4 3b N6 WWI U. I1 I II I r51 in - T L r--, �__„ GO[fidor f FI lEXIST,HIGHWIrr, IE r -- --J 3=2 ETAFS7UD5 N�FA,SDE U D ATTENUATION INSUI F3TWN, 1'30 r, L_. '?-' RA GLIT Eo'r+t+IDP1+ cf WKTING . _I Loll I - -I _ J r + LL Ih•I'IJ i 1 I L - - - - --j r- - 2 ISTNb. �irrMG �tlfaTlib W/1T1N6 \. -- R TRErKHN - L r � � - 5 r4+A M PILLl � tT TO \ L-- e !! -I 1 i9 ! r - �iYl'yflnG _ L_ 019- gr 11914 IOQ 3 I KEY PLAN `6hft h*aW MW 5t10vm itris ShM r C C C 1 I, ALL awuwal Cam,1Y19CALLY c$hITElelw0 IN ZC04s Ae 51yoWN4 LSL Ttr -oVr-p Zt:4-NG +WS2,eBplM,FL. WITH Tiff FOLLOMh1(= 154CMOW�: - PATCNf RmN15 eLe.AMVT M4. Pl.. <?Nr) ' .. fP71EA.R'F�ILLPS._9L6uP�wEtitil H-... - a: -: N R LEGEND E _5 Studs and Gyp. Bd. to Bottom of Structure or Fireproofing Studs Only To Structure. Or Existing Construction N' Recessed Flourescent Light Fixture (New) i Recessed Flourescent Light Fixture (Existing) Flourescent Light Fixture (Pendant) • O Recessed Light Fixture (' ® �— Exit Light (Ceiling Mounted) Exit Light ( Wall Mounted) 0 Emergency Lighting © Heat Lamp ® Ceiling Diffuser i ® Return Air Grille ' •' • Sprinkler Head �' e Speaker {�f KEY FLAN, Shading indicates area shown this sheet . 4V �. :V{ Sheet Na A, _ - - X " Job No. - ' - Dare !b MAR 8J Drawn Bv. ' Ch-ked By - . �Typ 41 �MIN 01 y -qn -n II IL — II I 1909 REGISTERED ARCHITECT E KER Wall Sections Rehsionliem I— Dale ALIGN 6905 WI DISTR16UTIos * AR A GE/Lobby Plan Key"Notes I, �ae� P�Pusc� Ctyci �f �•w, w+It.rt.E t'*Cr17IOH Kv MMOvW, to FWt -' -I EXr�lf 2rre"DE 5oPP(T =OF Orc4 T 17t7, wHeR.� GEIUI lq Hr DPFY%ahVJiEN\AK4- IS R N iP�I�7�D THZUU —ci WLiUWE General Notes ----- -------- --- ---_ I. A.LL CLCa HEIGHTS TYh'ICOLLY e�-dI AY' - hN YL, LAWL *6 CgHeZNI� HCW --..._..-- rWORK THIS ----__"— - NO AREA _--- 2.rV.L CFJLJW Ca2106 TrPICc.LLY IN 1?,GOkIK�Acb-A� NafeD v(HVLWI:�E _ - -.. F+( MUCH C>f �KI� C.EILIF.K-� 6 S - E 1._ © I C I FI ll;-�_. �� _.. fc HLLY�`�f, A s11 I�yfW aaj c t U td - -• • . . . --- --- - . ... - ._ __ �II! . L _ '��jj ICl -- • . 4. W11Hgff�PFPQ��.r-� �Lna1�M� WI To �.{ u'11i2�kT E E E = _ _ - J . MA7GN EKI`7f AT Gc�.(TKfK-7o5 O/'TI 2W I — - T F E �140 E E II 1 E® WORK TNIB AREA1 3 E E E E I? E E E u u E b E E E -- E----- E E ET E E E E E �� Z -- ?=fn°='iIST CEILING Hi. E G E E SaFFIr n60 — -ALIGN GRlps WI FREIc,HT AREA srARr GRI-� , LEGEND f Exist Surface- Mounted Fixtures To Remairb �I New or Relocated Fixhues.tc Match Exist ® Ceiling`D•tifuser (3LoGK up OFY.Yy II-1 cOUC, WAIL fi«P..e' eE1 uuy ns f .P,�i Mseu 'Puer•ti7auF�rtvu �, ZM IRetum Air Grille �Exist Ceiling Difuuset :Exist Return Air Grile Exist Sprinklers KEY PLAN Shading indicates area shown this sheet z Reflected Ceiling Plan Pharmacy/Central Service St:A e : I/g1l =1'-011 21 3.5 5 6.5 8 FCF-TH 16 A2Lk' �e P-Ei-ate � 551-7K PENTHOUSE ELEVATOPt_PAIiA!'ET (EL.40S.6o) EXPOSED CONG • E XIS , 3 STORY HLDGte - -- LMELTAL SIDINt� .... { T(EL MECH. RM, PI'�RAPE .3°I5,so) EXI5Tb-FLR(EL.°jgl,30i .. --� i ACGi'�4I� JO! >. 4� CA , FDRM TIS — NEW ,pA LU E I i T (r, SCu riF�s WNG, A�W.M, COI-1 _ W Ril.l 0 MoMH - EMEFC�ENCY . ..:..... --_-��-..., � —,, - - - -- -- -- PARAPET (EL.385.60) MECH. KM FLR EL. 382. -p rem /Ii 4 FIRST FLR (EL 508.60) OW-VI41OW 15644L ('fP.) IS EMERSENGY ADDITIO NEW ADDITION \ VISIoN PhNEL (jiP� 't9S 21 y �1 EX"W GONG, East Elevation ( North End) SGAL.a: I/6=I'-0'1 SEE SHT FOR N•SLDG, ELEV SHOWN THI5 DISTANCE N C O W 9 A ob za&Aovr- - r %= MPH *V-W-dl mcw 15WILC*4 u�111! ?-ir* r G t�rG 6ouTH D j Ly�N, A`ypkW-T f3�MAK�q . J t f 1 EW HG p %KP) rf. AZ.9 Af IO em ov/ Ty LIN- 01 w N SEC T- At U— -7 < IIIfIKE F'r ri I - I n 1 CATCH NZCA, TV ,YN II II II II 16 - tout gIDBWALK - _ / / — — — — — — — Fr --I I [F-- C4%lr- f*710 I II IA-91 In For- CA-Fol WAIL4WAY I, i I I I II I 'b W4. e% Imes e*-rrige- CkZS',P I �4, nI- Ip II II II II II II k9 T`fP. I \� / I 11 ul IY c=— _y,ll II II r= II II II gir.s IIt II II LL CAN =1-1� =T4f F* TO / x,)'� \ \' I pe< rpuG �+w$ .1 I I C5uN� BE YM Q,( D'� f — - l ry,�t fecoF f%gT rnowY� T 4�1 a= V, wtrr owmPvTM C tea) cow. � ET LOL&M it "K -------------li - l �Lr,I� _ �, I;�I '=14�1'4'- t= &M A4, 5 9 4 Section A -A (South End) SCALP 1/0" "011 101 epltjr MUAI WEW L.IbL D 0>8 OH, WT�42r-- COV4C. PrLrl _I Nit 1Ki 7.0 TL :41='Pl 't, r 11r, i Ii Section A -A (North End) 16. T r4 0-� (i-9.-5) T T ILTUP 94vr T1414P 1HIA.A.. PENTHOUSE "APE7(EL,395b (TOP ROOF SLAb) FIPY57 FLF, ( ELI N06.80) O-MCH rzXlZr) F 0 C 0 E CD 4 6 B C I� BW EF I `I I �L, I Section A A Section D Section B ✓¢n-1r_0' _. T Section C y4n c V_ p„ '1 2 - L------ - �I I ,I 'I I 4C@13HEF I �5@13VFF �4@13V N F I �I i Section E G O v d N Joist Schedule COW CRETE BOT. BARS TOP BARS STIRRUPS (LEMARY.S M&M W D T WO 517E TYPE Q0 SIZE TYPE LOCATlOW SIZE TYPE 5PACI1.1G RJI lya° 24' 4f4" 2 8 A I 10 D �k3 3,5@12 @8xT F1MV 3, 5@9, 8@12. RJ2 1V%" 20 Os' 2 9 A 1 10 D it3 -Lr. 3,1012 @EXT, END 3,5@9,8@12 . (CJ3 7Yz' 24" 4Yz" 2 S A 1 5 D g v 5, S@Iz @EXT, EWp 3, 10(v12 CZJ ¢ II/i 24" 0V Z 6 A I S 1) 3 U 3,-7 @ 12 @EKT, E1.+D 3, 5@9, 8@12 fLJ 5 7'/z" 24' 41'z" 2 -7 A 1 9 O 3 v 3, S e 12 @ EZc,T, END 3, 10@IZ 9.3G 7Yg" L4? 4/2" 2 T A I 8 D *3 V 5,S@I2@EXT F-WO 3, 10 @ 12 RJ j I'/z' Z44 4/z' 1 -i A 1 a D * # 3 3, 5@12.@EKT. END 3, 10@ 12 * PLACE Ft @ CWD of R. 5 10 Beam Schedule COWC2ETE SOT. 2)AR5 TOP FSATZS 5TIGRUP5 F-LMA,LK5 MARK W D CAME, WO 51ZE TYPE WO SIZE T`(PP. LOCATION SIZE TYPE. 59ACi14Ca F-5 1 3G" 2M! - 3�¢ 11� j C/A 5 11 D 45 . 3, ,@ EEWD 3,5e53@G,4@ 8 6AL@13 R52 3G" ZSVZ" - -1 5 A 5 1 1 F +r5 ( 1 314@G@ ,4@.E, E. , AAL @ I-b 13 F-5,5 3G" 28Yi 3/4-0/10CIA ik� 3,L G 3@IO,@6E BN13 R84 3G" 28vi - 3 10 C 4 II DsM #S �- 3 F5AL @ 13 � * EKTEN p 1 WTO R.BZ R135 3G" 2S�i' - RE IN F, aY t. T. . MFGR Iz5G 36" 2SUi — DO. 957 301 28°i' - Do' tZ4i8 3G" Zee R55 12 Ise - (4) II E (2) *III B DECKC2) 5OT HAGS IZB10 G 45 - (1) 8 A I I SEE PLAt.I Joist Detail w Beam Detail • G T $ e COLA T, HK @ DlSCO%IT. E1.1DS . 6 Bridging Detail S2 SUFTI 5, CCLEAR SPAN) WPTI53 7,25 5, 0,25 S, 0,255, -s, OK 5. "WRICHEVER OG S3 15 G GREATER H F 0126S, OR SS OR.SL* E i D �e s2w L" GLIZ o s, I C B R J T`(P 6" 02 H K TYP A Reinf. Bar Types N s CD E m ca N .O E 7 a 10 ig 7VR RIM 'NZ 48 1MV-357W bA -5a9 FWDJ �p W I dvb 0 Wy 364— OF NEW /r/M W. 61 6&W-31.4.5. 1",8.2 3556e A3.4. WY /Z .9. tx 9 $77aEr I/M FR JAW 0 IL4WE .3508 18, CP 0 CO 7YIE Z 48" NY JO eg rnrur .15 &N-J56.03 v &rm 11W /9' = JS1. 43 /11. to.A' - - - IWV18351.33 'Wer ftM0vr-ft4'd%KNW14Wr_ ftw-e 30.0 3s/.33 45 -'TO MATCH -1 AV ITIMm36C-73 /,VY - 35z.85 M� reveg + P".11 1. All work and materials shall be in accordance with the la-cest edition of the standards and speeifications of the City of Edmonds and A.P.W.A., 1977. 2. Manhole, inlet and catch basin frames and grates shall not be adjusted to finish grade until just prior to paving and pouring of con rate curbing. 54,--IW T'F OF. BoIeAw Provide and maintain the temporary sedimentation collection eft �AUW facilities .to insure sediment laden water does not enter the natural drainage system. These facilities must be in oper- ation prior to clearing and building construction and satis- ap factorily maintained until construction and landscaping are completed and the potential of on -site erosion has pass- 9,11 ed. See Dwg. Construction Details. 0' o 0' fl U VA ed ccWT00m. (Tyr.) ? bb W p NXT.. ? A6FK IN A - de /Ny.362. 34 ,ni i _' INU �i. u � L Pt.e•J.tl'INGA -Z \ FLANTINry IF, I. 5r T" 1 AV N 41 4Z f7'JY d'&ICIII CY411Y LINR lWjyeVg Partial Site 'Plan MT �FP 01 LOT ADDITION ►�.4�7 NJMFM6'r-rf to — I I WT`Ie��r� 6u-'at W/tG 21 L I -LAYER I U56 SHAFT WPLL LINER G' INSIDE ON STL C-H STUD6@ 2q°O.G W/ II/2" SOUND A7TENLMTION EI.ANKETS BETEEN 3W FLR LEVEL EXIST, 13LDG EL, + 391,50 MECH. W. LEVEL NEW 5LDC-1 F-L. + 552, 55 FIRST FLR, LEVEL NEW/ff-W 5LDE, - EL. + BbS.80 . 4LE1Vo70R NO,B LANDING PLANS 0 E EVATOR GRAFT I E I I 16 _ SHAFT vo-rr + o) 2 HK RAMP FIREPRADFING / .I" 5EMI - RIGID INSUL, W, (AP? TD ALL UNHEATED MI� OF THE 0 ELEVATOR 5HP FT) w M I� 2 HK RATED SHAFT WALL, 09 I iN. SKP FLK A EL, + iv 1 UILT-UP ROOF OH R1610 IN5UL, ON METAL DECK C D' I 1 z� Woo e j �Fi'f MCT. cw�E� d.7�-iND t>•if11� ON *44L" FDUNNH&CHnNHELS . ON 5/6 eT, 8D to, -AM aP . G°MCfP'L SMbS -- w/ 3V&" eAgT IN`"11WTIOFN -: "BUILT UP ROOF ON RIGID INSUL, i ON METAL DECK - � �- MB7AL COPIN6 CART STRIP ACCENT JOINTS �TEMeMR��cY PDDhI) a EL,+3MI.30 ON METAL M4- •0 m GOMG. SL4® ON METAL DECK -' - FIREPRCOFINS GATT IN5ULATION I 5U5P, CEILING FURRED WALL w� IHsuLATION n PREMOLDED EXPANSION JT CONG SLAFS gLOPL• ON VAPOR GAMER ON COMFi'CMD GRAVEL SIDEWALK I�III)=�111�1111®llli _,, Ill�llllflll� • „ , O . '2� 0" MIN., O O O FOOTING PRAItJ RI61D INSULATION OMECH /ELEVATOR PENTHOUSE O rlAST FACE MELH, f ENTHOU5E V rr� LL ' E WLQ I Retaining Wall Schedule ' HMAx DIMENSIONS REINFOftGWG iZEMARKS A 5 TF Tw X B, HI G) b 53 B4 5g 66 5 0'-10" ILO" 43/4, 45alt * 1'-3" ;"4@13 -- *4e9 *4-V3 (2)IL4 *4C13 * FULL HT. OF WALL 1'-1" 3'-3" O'-10" I'-O" 43'¢" 45C'13 �c 1'•3" a4@13 -- 4449 �14@9 (2)114- #4@l3 8'-O" V-4" 4'-0" O'-10" 1-0" 4VV -k5C'13 G'-O" I'-3" *4@13 "t4@13 "4@9 It4" (2)1�4 t�4@13 10'-0" 1'-10" 4'-9" I'-O" I'-b" 53/4" -05e13 G'-O" 1'-3" *4a!, *41?13 15@12 115@12 (2)114- �4@13 I'-O" 1'-0" 5-'4" *G@13 G'-O" 2'-O" *4@13 115@13 -t5@8 (2)*4 *4@l3 - NOTES I. 5ACKFILL WALL. AFTER L_IWMP_ CANC. SLNJ5 IS CAST 6, CURED, Z. IF FTG. IS PLACED ON BACKFILL) COMPACT 5ACKFILL BELOW FTG, -rO SS%• THE SOIL ENGINEEIz SHALL INSPECT THE. eP-Ci. SVRFACE- $EF02E PLACING ANY CON C. �5 @ 13 VEST I FULL HT. *4@I __ 4 5043 VER..T, µErr h �-o 2s�12 U '(2)AkS(!L)d Section A_ 2 I ' 3G13 =-WEF -- Section 'B . 2 BEND WALL 2EINF. OVEfc 2'-6" TYP , y .._— I .I 1 11/2, + Section C Section G' Section H Section J I I GONC St_.AF� I (WHEEZE SNOWN� 52 RAKS (HOPS) I B� BA1ZS X E.W. IS) BARS (VEET.� N, L 2" 2'GL2 GLR C� E * 4@ I ro T .546A2S I I I a'"1— GO NC SLAB I (SEE NOTE- 1 ) X (CLIE=) _"— �J W0. 6g 6A?S Ba 6AIZS B Typical R/W Section 3 A a I V O,C. T. L-_ -- Section D UZn _ I'- p., Section K WAIL 1 GAD CONC WALL TO MATCH R/W• 60T OF PAD WALL PTG (zeLOW 1 �G ,A I Zt (3) s y I q,t< �k I 2/W FTU A RET. W AI-L 1 F a .N N C O fJ E Detail 1 _ u a I" 701NT EXIST. GONST. TO 2EMAIN Section E Section F fit-- �.wcA.rT pw5f N awerral.061.. ' � of (i l EXT�IZIDCL'�'fpJiz- @ LIUHTW�LL. FIi-M STOKA.4ftvAi-jLT *.gorr/AINIMG-t wA+-i. I I I I I I I LIc�ITvlF1d. / �.c.c�Trr �oiNT =,11 Q oe WAfGtPKOopIN4 w� C.A.6. F04,racr 6D IN4UL POOTINGI TRAIN d 2 O 50U H 57AJFWELL ee4loJ 5&,TT N'�ULATION gV14;e 1.� ./ —j ?I114 Al,lp SPE 4 NORTH Iv"AJR-S�LL SEcTIUI..I 1/4i1= ►W�JCRALL. H 41 .WxA CAN-. yv—m, O1:XT�.�I�R S?aliz SFLT�C�I to c O WwVw` ,,A Vl L_ v� O v d U = I 3� • I x" peer, 3 STUB �UILDINCq ¢a447 M1sU1 PEN1HOy� L'�XlSf I-'Jf'� 'LJ`.JILPINfq - - -f=T ' TOP Op MdW.B q� MF.i-H ENU.O' eL,- 3SI.97 iA N Fl01r Piz= North Elevation SCF.Le. I/gn - I'_ Ou D C (B A 00 5 V S Q Q i i • - LI6HTWELL STAIRWELL w/ I'1'OHD I raU"DleaiL: e(sr 3n,_ FiN t1 . EXP J7. .1.BGH 1•�L.IIL.DIN/y It NE EEYOND / T rr WO,LL•MNUHS _ I - v12WNrift (7Yr) i°IL^.5r Fib 6M4TUi past) I � F-XI6T, BLD , New ADDITION � NEW ADDITION pgST, ELDU 9 9 I I - ■ I I I � GRID WELDING STUDS- e It' O.C. R'k 8'GAIT. J�'4'd WELDING ST WALL. TYP 1 IN SHEAR WAL L. TYP_ sfw V - Z.-O.. r' - - - - 1 \ xI - LAP W W FF- 2�O t l ;+ +I I- a +I SEE PLANS FOR BM SIZE W `� �r EDGE OF CONC. I I + e4'e'<04'. VARIES W/(31 A3SFBOLTSINHORIZ EMBEDDED Rib"•12"(H(g2121 vl'-57VERT) W(413/q•dxb" / SEE WALL ELEV. FOR / +1 1 SHORT SLOTTED HOLES WELDING STUDS C+B"GA. SEE SHEAR WALL ELEVATIONS SHEAR WALL REINF I e3"OC �HORI Z, E9`Cq,yERT, CTR. FOR WALL REINF„TYP +I STUDS ABOUT le � EA WAY SEE SECTION A/S2.6 FOR ITEMS NOT NOTED, Section A Section B GRID FUTURE COL. dv BASE -114"1"LAP 2'-3'. I� .8 CONC. WALL T/WALLet404.15 R. OR Wb*15 W/BASE (4Z BAR DW)Y{/'5 SEE AZA4 E A22z. REIN F, W/ VVf11�11?'' /zx 8<O'Is. LINES i CONNECT To CAP VERT WALL REINF, "5e 150C VERT E•5e15'O.C. HORIZ.a r�. LAP VERT BARS 42 W /4'FILLET WELDALL BAR DIA a ELEV. MACH RM FLR. I/4 V AROUND rO.S. CAP TL'C' ELEV• -5EE SECT. A SIIT SZA. FOR DECK, 982.55 TYP. Q OG ETC. EXTEND WWF TO FA/ FACE TYP Yi, B'CONC. BM. W/ -•- - - - R)18'A BOT., e (U tl �+ "e'B'TOPASEE + SHT $L3 FOR SEE SECT.A SHI. 52G FOR BENTrf T + ,+ I + REINF. BAR TYPES PROVIDE '3e 10'QC +1 I+ '.ON.SIDE tl i+ 3 12'0.CE "D. 12`O.0 SHOR BM. UNTIL CONC. - TOPPING ISCAST I/ 4 CURED WS*31 COL TYP ON SEE Ft.AN$ FOR BEAM LINED )^%CAP R 3/4' SIZE : TYP. CONN. DTL. x 12'x I'-0" SLIT S2.4FORCONN. ' SEC ARCH. FOR ROT OF BEAM EL., f;} Section G 3/4, I O I SEE SECTION B FOR ITEMS NOT NOTED. Section C 1?5/8+1156C-I-5'(VERT.) W/(Z)-, W'4"4<1.'WELPING 5TUDSc9'6A. Ii'NVI 8-<1'-5'(VERT) W/M 4$'0 1 *b` WELDING STUDS N9"Gq 1 fe3/4`<Ier 1�(VERT) T STUDS 9'GA IL' 34. b < 1'-5^(VERT.) W/(Z) Wdx5" WELDING STUDS a 9"GA. „ / 1-A 1-B Section H Detail 1 _ 3Iq..- I.O.. 3/4.• I c`0I"� SEE SECTION B FOR ITEMS NOT NOTED Section D G' PARAPET W/ '5.2'41"e 18'O.C. E (3) °5 LONG. - CONT. T/CONC. eEL.39S.80' •I INRYCO 3-N DECK, IS GAGE GALV„ VY/(4) PUDDLE WELDS/2+` SHEET E VV/SIDE SEAMS BUTTON- PUNCHED C 12"0.C.(FOR 10'SPAN Wu= 495 PLF. FOR 12'SPAN Vn.�= 440 PLFj TYPE - - BAR -----_`- 8.1 W(bx15 COL.W/BASE SEE A/S2.64 PENTHOUSE ROOF B ELEVATOR ROOF T'l. 'Iz"•b'+O'-8`B(4)3/41 ARCH FOR PROFILE -OR APPROVED 5Uf35T1TUTE. VVb<15 W/CAP 6.O'b`DOLT \� A3ZSF BOLTS a 23/f GA € RUSTNCATION JTf Cuu.TO aM, W/ R#<(;. I'I3hv' NO-50, a 3'Iz GA. E-W, 41 V&-A3z5 F BOLTS WELD TO B-15 "14 Es W/b'OF ,I,- FILLET WELD TO CA2'z"*b"•CONT. MC 3" W/3k'dxb" FL C,SUCH THAT THE FL II IS FLUSH OVTHE - - -,i WELDING STUDS 8 24'O.0 UT COL. W/ THE OUTSIDE , 23/4'GA TOS, BMc EL.38.o9' III. B"IU'BU LT TO COL z-BAR 2'h •'/i PER TYP. DTL 52.4 12"GONG SHEAR WALL -SEE SHEAR WALL ELEV. FOR REINF, / + I+ TYP. + V4" I+ ✓ BAR IX,W8+Z4 COL,W/CAP FL'4'4v UV -SEE ROOF PLANS a DEf. FOR - -- a0'-Tk` BOLT 5-13 TO COL W/ CONN OF COL. TO STRUC7 BELOW (41-4'f A325F BOLTS. Section -M Section N Section P LAP VERT. BARS 42 BAR DIAMETERS® FLOOR LINES --- S'CONC. SHEAR YVALL,-SEE ELEVATIONS FOR REINF, SEE SECTION A SFIT 52.6 FOR ITEMS NOT NOTED Section J W4"0x41e WELDING STUDS ell "D.c. TYP\ SEE PLANS FOR DECKS e TOPPIN4 I EMBEDDED R'k"<8'• CONT. W/3/4'd xb., WELDING STUDS C@ WO C IN SH EAR WALL, TYP z �/ �. SEE SHEAR WALL ELEV ? �• ///�( FOR WALL REINF, TYP 3 BENTIL 'k 16" 7'-b" W/ EMBED AS b' £ 1400K DOWN, TYP, I Section E 3/4", 1._0.. I f T/ ROOF BEYOND -.I I I T/LOW ROOF EL VARIES ' T/RAMP, EL VARIES e I z"o.c 1 8'CONC. SHEAR WALL SEE E-L FOR REINF, r SEE,SCC710N A SHT SZ.l. FOR ITEMS NOT NOTED Section K 3A^• I ro• ,-CONNECT DECK TO CONC. WALL W/ CONN. GOOD FOR. (a KIPS OF LAT, LOAD }' R'/z. lo` W/3/4'dr b' WELDING + STUDS a 12`O.0 +I I B-IL b"CONC. WALL W/"4e12" SEE B/ S2.b FOR R OC EA WAY e M'S ALL BUT USE Wmv4"STUDS AROUND "4 o9i� e 12`O.C. z..O. •I B-2 Section Q 3/p _I C T/ SEE SHEAR WALL ELEV. FOR WALL REINF TYP. SEE SECTION E FOR ITEMS NOT NOTED Section F O 5EE SECTIONS A/52b E e/52.7 FOR ITEMS NOT NOTED Section L ELEV 405.8O' CT/CONC ) 5EE SECTION P FOR /ROOF DECK ATTACHMENT ELEVATION VARIE6 T IF SEc,71ON A/52.G FOR BENT REATTACHMENT 8`CONIC . SHEAR WALL SEE ELEVATIONS FOR REINF. Section R N 4) O N 0 AV W N 01 u �0 V.AW A4PL IWWXP- .South Elevation ' I Section A -A SCALE: VSO-.IL& -----------I W4trr 9-d&TOr-Yr"= Fl i i I I I I - e,Al!lr z--_Irov_lfl 5ejcdqm i. i ZAIbT Niac-H I F I p aftavv ---- - - - - - - - - - - - - f Nr-W ADDITION F-KIS7, 5LDC2 CAPILLARY FILL IWT 11,15UL. (TYr) COLUMN LI r W1 VAPOR 5#^PIeF1 FOOTING DPAIW ON C449LLApr FILL < NSW ADDITION 1 MYLIST. 151-06, > TOP of HrzW P4L-4'1'-T r-L. S(k& PROVIDE (Z) INMR- 2'-0 9'1 TYP 6' 4" 8'1 LOCKING 8".24' CO"C. COLUMNS, REINFORCE EACH C 32. S- PIER SECTION D/52.E SEE NOTE ¢. y 18. 4;7- y� F3 (3(61.b3•) F-70GI.47'), Bsz.s �` IL"o�j, ® V 52 5 I o! m /� c36z.3o) M s s N szs J m I i s b' $ m I b2.30) I'-0" I'-O - (3b2.3o'1 -4" t F-Z (36236) 14 - msz.5 N52.s I 15 I I 3 1 I I 0 9 8 270=5"a O.A. �.. - CANOPY COL EFT4. TYPO' GRIDS 05 THRU I©,SEE ARCH I Bs25 Q 52.5 . .. E 52.5 --- (362,30) (3U.30)z-FTG.9EP (360,80) JF3(361.631 �F'4(361.63') F-5�f35989) B s2,5 Q sz,s E sz.s I CJ 1 � I 4"CONC. SLAB -ON -GRADE WI"1018'0,C, EA. WAY e `p SLAB CE. TOP OF CONC. h e EL 368.80' T`(P. W8"31 COL.- TYP I? GQ CJ _ 4 L ` 'L 3 (36230') F-Z (36Z.30') F-Z (36130') F-2 (362.30) F-Z (36357') F-2436390 -O � u v v CJ � s szs I I I I m m m � I y -�L M �Szs �M.sz.5 W8•Z4 COL. I " TYP.Ca� 1 CJ Ls2.5 (,s s Pszs F-1 (362.30') J F-1 (36230) `, F-1 (36Z,30') L F-1 (3bZ.3d) LTIF-1 (363.97•) F-I(363.97') (3b2.30') 1 j'z (3b2.30) sz.5All EDGE OF EXISTING CONST. psis 2'0.V0'1'O' FTG WI' (Z)"5FA WA1'E IZNIZ'. L sz s CDNC FtINTN -SEE TYF LS2.5 1Y15z.5 K,2.5 FT& DTL, FOR RIF. I CMIOK Got. BY OTNEKS Ina^ I5,-T,I - 4• Z'�;' I'-b" WIDE �B'TK. FT( WI (3)'5 1.4146. £ "6 DOWELS 216V LON6.TO COL. REINF. COL. WI "be 12" OC. VERT. EA, FACE"3 Ib no' TIES 413CROSSPE5e IZ"O.C. SEE -MATCH SECT. DSz,5 FOR TIE 5PC ¢ CLEARANCES EXIST SEE A2.2 FOR RET, WALL LOC SEE TYP DTL 52.2 FOR REINF, OF R ET, WALL WITHOUT CONC EASE SLAB. Fouridation Plan (North) . -CMU WALL -5 E ARCH CANOPY COL BY J K s 51m K52.5-sIM OTHERS- NP- Aszs Aszs I Sim I SIM I WIDE +O'$" THIQ.K LONTRIP O FT4. W ,� STEM WA L TO ,-ABV ADS PAVINy.- REINF. SIM, To 652.5. € PROVIDE VCRT DOWELS FOR CMV PER NOTES 56-1 10 - 10" BSIM. Sz,5 Foundation Notes INDICATES BOTTOM OF FOOTING ELEVATION Z,)BUILOING IS SITUATED IN AN AREA OF REPORTED FILL. BOTTOM OF FOOTING ELEVATIONS NOTED ON PLANS ARE ESTIMATED FROM EXISTING CONSTRUCTION DOCUMENTS. ALL FOOTIN65 SHALL BEAR ON UNDISTURBED NATIVE SOIL. WITH BEARING OF 8000 P.S.F. 3.1Q INDICATES WALL MARK- SEE SHEETS S2.9 E52.10 FOR ELEVATIONS AND REINFORCING, 4.1FOR A CONC WALL WHICH IS NOT FULL HEIGHT,SUCH AS BELOW WINDOWS, USE C2) "5 a EDGES. -SEE THE DEN- STRVCT, NOTC5 ON 54-1 FOR WALL REINFORCIN6, L O Z C a O E LL ' ...,� o D U g a.4V,o 1 (ZY'S EA SIDE W/Z�0 HOOK• YP. ao.N I I� �I 1 I I I� (2)"5 VERT. LAP 426AR DIA. W/(Z)"5 5W' DOWELS FROM `HALL BELOW (21'S W/2`O�HOOK�` I� I 8CONC. SHEAR WALL W/`4e G'/z°0.0 HORIZ f 4e12'OC VERTe tt OF WAIL LAP Ve RT BARS 42 DAR DIA. W/ '4 r 4'O" j I I DOWELS FROM WALL BELOW i I ENDS, LAP 3Ve SPLICES, TYP, SEE GEN. STf.UC T. NOT ES -SHT 56-1 FOR CORNS R 11AF15 ¢ BARS NOT NOTCH — \ ; (z)'5 K9'-O' ASV. E I DEWW OPN'C, 8 CONC. SHEAR 8" CONC. SryEAR WALL WALL W/`5115" I (2)`5 FULL HT.e OPG'N W/ ° 5015'O.C. EA.WAY OC.EA.WAY- L III �TYP, LAP 4ZBAR DIA. I e4 W/ FOOTING DOWEL5 I I I T/$LABe EL,Typ III ' I-- — 11 j (2)`5, Ilj TYP -- - - - - - (2)'S W/ 2''U" NOOKS Wall 1, 1/4„• I._0..� E 4 G Wall 4 RE] NF. BEAM SI M. TOA/S2.6 = (2)°S EA. SIDE (2)"EW/4`O rlooKs TYP.,u.oN. \I I M-SP ALL RR. 8'50. W/`5e15- / E Row LINES O,C.EA WAYeft TYP. U.O.N, (2)"8 SEE WALL M —G I" 21"SFULL HT •9 OPN'/, TYP �A I' LAP 42. DIA. W/ FF6 DoWEL5 8-S.W. W/`Sc�l5"O.0 li I j EA. WAY e ¢ r /a)"SvG-OADV EE Sf CT Q e R: II I I SZ.5 FOR STAIR 1 I ( REINF. 0 N W c2v JC N Vi z as ( � m Wall 2 Wall 3 H U F OG Wall 5 (Wall's 7,8,20&21 Sim.) 1/411, I,.O.. J52b Roof Framing Plan (South) NOTE, SEE SHEET 52.3 FOR ROOF FRAMING NOTES, Steel Beam Schedule - Area 2 FT350K51 FY=36KSI MARK BEFF (IN) BEAM SIZE NO. OF STUDS WSTR (KIPS) EFF (IN;) { 1- EFF (IN4) [SEAM SIZE No. of STUDS VH' (KIPS) STR EFF (IN3) ITR EFF (IN") B 1 42 WIZK14 14 68 27.7 350 W IZ414 14 68 50.0 397 B-2 60 W16•Z6 z0 98 58,7 851 W1633b 20 98 81.9 1134 B-3 75 W16.26 Z4 I 117 61.4 945 WI6.36 Z4 117 1 85.6 1265 B-4 90 W16.26 30 147 64.7 1057 W11,66 30 147 90.0 1418 B- S 90 W16•Z6 40 167 66.5 1108 W1633b 40 167 92 3 1483 B-6 36 W%6 31 Z4 117 75.8 1078 W16245 Z4 117 109 -1441 5-7 90 W%-31 30 147 74.9 1175 61b<45 30 147 109 1615 B-8 (.3 WIB,3S 26 ISO 85.8 1405 WIB•50 26 ISO 124 1845 B-9 94 WI8.35 36 17b I)LO 1659 W18x50 36 IWO 131 2141 B-10 O W18K40 0 O 68.4 61Z W 18.50 O O 88.9 Soo B-11 0 W16XZG O O 38.4 301 WI6.26 0 0 38.4 301 5-12 O W12.14 O O 14.9 88.b WI2.14 O 0 14.9 88.b 90 WOX55' 30 1+7 87.9 1455 W18.50 30 147 WZOOQ ffB 94 W18340 36 166 IOZ 1674 WIB-55 34, 1" 141 2220 0 WI4r22 0 0, Z9.0 09 W14,2Z 0 0 29,0 199 4 C _ �E 52.6 COORDINATE COL LOC. W/MECH G sz.b H 52./n F52.6 I I I 1 18 165 (5) (29) (il) T I145z.7 E1j 7- - -7 2 + 52 7 �I 55,8, 'N m la _1NRYC0 3" V - 18 GA. DECK i I NRYCO 3"- N " 18 GA. DECK v L (OR APPROVED SUBSTITUTE) (ORAPPRO ED SUBSTITUTE) P 52.7 B-II- 1 N N N B_ 1 B-I Qsz.7 COL. ABO £ BELo4 ob• COL,BELOWS E ATTACHDECK IV7-Nl TO to O a AIM, 5z.7sz.7 s m sTUDs °7 W -B-12 _N Bitl (I - B-15 - - - - - / NOTE; ALL COL. FOR PENTIHOU5E ROOFS, ELEVATOR MACHINE ROOM FLOOR, AND ELEVATOR MACHINE ROOM ROOF SHALL BE W6.15. Penthouse Roof Framing Plans_ COPE TOP FLANGE WHERE REO'D. SEE PLANS FOR MTL DECK, TOPPING, d W W F. i3/44+4'h" WELDING STUDS--- ] 5EE SCHEDULE FOR NUMBER At - - SEE CONNECTION SCHEDULE BELOW + FOR R SIZE E NO OF 3/44 A3ZSF BOLTS .�t IN HORIZ. SHORT SLOTTED HOLES O O.C. + SEE 5TL. BM. SCHED FOR SIZE EMBEDDED R, BEAM WEB, COL.WEB, OR COL. FLANGE Connection Schedule BEAM SIZE NUMBER OF BOLTS CONNECTION PLATE SIZE, W IZ OR W14 3 IE %, x -1 0'-10' W 16 4 If 3/8. 4 = 1,- 1" W 18 5 3/8' ° 4 .7 3/1" Typical Steel Beam Connection Details NO SCALE -' ' I I I p f I I. /E OOF /VALL j -A A2.22 z.7 I O RS,z, E - s 0 N ' C; cc IL E M L U. , Y� 0E 0 o a^ J ,e azi 2 w. w B-12 INRYCO-3"- ��2 5z.7 N-18GA r' c (OR APPROVED SUBSTITUTE) m SLM ES A > LY 3/ROOF DECK HP. a 404.50' RSIM,5Z.7 Elevator Roof Framing Plan 3.5 29 2.1 COL ABV. LnnCOL. ABV. COL BELOW \ f BELOW -LF5z.7 52ti / B-2 �I INRYCO 3`-W-I6 Gq N D'cK w/z'�"CONS COL ABOVE € BELOW (n 4W-WF(ORAPVD. SUBSTITUTE) a° raTE Tos a 350.84` z.7 sz.7 P - � �2.7 I I I O Elevator Machine Room Floor Framing Plan