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10500 SW GREENBURG ROAD-3 C , e f G R -ll - -------96 W .rJG R LL 16 :Iba+ O�� N trr DO BCI 59070 • DaEMrr1 OR i';'.• G •.' 'r:I:a 956C•ties ^raog•w*w:nm•Fax 507 IID '.81 TiFi90 SW•Bx,rla�•SNser.IPO�9du�BOJ�s.F�p:lU22M 92ES` cx LnciLln_C c 44 l ' --•i r-- - — 1 OF .,e N -0"K tr 36 r X 1 PR(+lit 1 1) 1t jut% h :0(011 Tenant Improvement 111 .11+°.1 k� gust - Window Opening N, water 14 At 4c (:roup Mackenzie Project Number 10230 July b,2000. APA JAr" Z*(. It. e1 �/ ,/•` DES1Gti P (LOSOPHyd 7J71/l, ii ��x-rcMaz. s,pc o.x•� The length of the iemoved portion of the shearwall (windo%k opening) will not be more than the remaining portion of shearwall (leg each side of windoti opening). and will be replaced "ith e additional sheathing on the inside face of the remaining portion of shearwall. 'rhe shear\%all «ith QE 5� 2 .�, . _ ��— . wo the opening and additional sheathing will have a strength equivalent to the existing sheansall. j 5v. •�e�' 7) 171, = 'OLIN TLK TENANT IMP R�tVE: ENI _ r rhe opening will be strapped all around to transfer the shear forces from the spandrel abo� . the „/ rooFA-,..N • 0 7N�!R -sr! s:aC : �iA• Iv.. � "or P�+_•"t windo%%. to the legs. and then back to the tiller belo%k the windo%%. The forces used for these I .-a . 2 ,� , , p ,IKI�I �c�L�!1"111��� straps are basial on the allowable shear in the sheathing each face of the %%all. not the load J�F required In the current Oregon Structural SpeLialt} Code (OSSC). The building's lateral force resisting system does not change in strength from the original design, so a seismic upgrade to the ^J do P 'y ^''` "'�l l a" =•�rc�c I - o ?%a.... :��� . �'� current c)SSC will not be required. T11r new framing I header, jack and king studs) will he deli -bned based on the 1998 OSSC loads. L 11 ` ' r I >! SII r` I'llll f l�(►pHl 1 �� 91 - 01, r oI ra Py k \1 1 I I I \N 11 R & sT1 [)s ����` PW ff f 3 - 4 %0 Sao Pc r. . j • I IlL � � J lrF Ms��IJ � —_� - rJ T=c z l�X0.5) 3 5 k� r� F�c� T , tie r1 41 E1tP 12/31/0e — V `l 6,07 ` 7 cow � - X ;. .� � , 1 b� L � L 10500 SW Greenburg Rd BUP2000.00324 10500 SW Greenburg Rd 3 of 17 BUP2000-00324 4 of 17 I STR1CrINN0%ACUMI 'APU i 10500§W Greenburg Rd. ----------- — - -- Date P2000.00324 ---- _—_-- Date _ 2 of 17 -- — G R Q_1L�___—!� — —!too Z%� G R Q 1!_ D 1oso0 sw Greenburg Ru -- - —�- :oc alot A C K E N Z I E ° 0UP2000.00324 17 —1QACKENZIE -- 1 0690 SW Bancrost Sc DC sox 69939 Do+Uano UR 9)IOs J039 Sht �' )e90 Sw Bsnc•ott St PO Boo e9059 oornano JA 9059 Tel: SOS I:. ;'S60 me,: nrodq+omac, com ran: 503 778 IAS T.I.• ' + s •' '• SC! II. 4560 Nal nroigrpma:. .cm Fan. ;OS :I! FPCJt 1 I 5p'� 61,L-1 • .. .,•• .-•-� ,.,y yyy YYYvu.M iVYI 111Y11 f N c Ari Cf1'YOF 1120SAL 54te/r., e John Burlin ham• Architect A I A. g John Burlingham. Architect A I A MaNagA er.,s:►o.trlfty1jo 536 SVS' Vieiiv Point •1•errace 036 SV`' Vie%% Point fe.rrace (los)7W73oo Portland. OR 97201-3958 Portland. 115 97201-3958 a FAX.(so ) 1s�DLRl�CQ�d:lDdt4TD0:(9031W04 G4 I ole hone5O3-223-5099 Telephone ( 3-22.1-5091 Q p,-.+ 7-- r+c AWA4. FinalL ictewpox�eal c9fn Doctors/Dentists Questionnaire Septenber 1, 1992 I'fllall JS1c«rd1k fl aol ct,m 3` t TRANSMITTAL: MEMO: As part: of the building permit review for your proposed tenant To. Toni King & Associates� To rofti King & Associates e, the following information is requested. Plese th P141114111,411 see e back_ ¢ lA F6 E_ -1 �Q �''`-T space, side of this sheet for further explanation. 41 10 SE Ilawthorne Nlvd #208 4110 SI: Ilawthorne Blvd #209 !lease answer the following Questions and raturn to us a signed Portland. OR 97214 Portimid. OR 97214 copy. Please also provide a copy to the builli o owner or tbAir Voice: 503-235-0243 Voice: 503-235-0243 awent: Fax: 503-235-2573 1 � Fax: 503-235-2573 1 �1 i. Tts t;) Will there be use of procedures that rwaftr a Finall: tonikin telepcm aim 1 t• vatieur incapable of unassisted wlt-_ Email: ►onikinYyn'teleportcnm li ('i"his would incluAa 40Y use of general an"thesia? f as wAll as UM pr*C*dbArts that Would ftSU-1-t la a Date: 07/14/00 parlant beconlog incapable of recognising a fire f)alt lily 24. �Ill)11 L :iss-rgeacy. or of Lfanediately leaving the building o w•lthouz assistlmilCe. ) Re: Tenant improvement flit Dr. Brian Sanlulsky Dh1f)• Lincoln tenter. Re: Tenant improvement lilr Dr lirian Sanlofsky DMD. I incctln ( •cntci 4 T. If your answer to Quest-Lon 1 was 'yes'. what is the saxisim number of patients •+ho could possIbxY bw ENCLOSURES: Invoice 1`6r Dr. `ianlol'skv work as of 07/15/00 -- ipcnpecitated at arty one tisiat (This would include •' old patients meetlap the description above, whether they are being prepped, undergoing a procedure. or Toni: in your recovery area.) (one final thought regarding the Sanlofsky Icnani improvement. If\ou Ish cb 3; ( s• 1, _ ! 1 , �, it your snuwer to Question t1 was 'Yes'. would you Regarding the Sanlofsky tenant irnprovctnetw to get this detailed 1 norm!-ly . trwnfer Datiaats in as emargency in a gurney or a wtiieelehairi (Please Underline) I Ager the brick veneer has dried a minimum of-scycn (7) days, one 1. When speaking with you about the types and sizes of the two new 1 1 1 continuous coat of a clear. non-yellowing, non-gloss ItiN[i w T, windows- I failed to mention that it is important for someone first should be sprayed over the entire hrick veneer wall. A water-haled S( LoKA.Na ' 7 = t •> I r,? k1 n d* to confer with the brick mason. By considering how best they canF 'lane. such as Ildozo Imiat" � PP. sroseal Double (Fel 503-) 12 31 or fit into the EXISTING BRICK COURSING, the mason must help an approved substitute• is recommended xTk(V '6 A42!i LouCT L#4-rfNG 01" '"7 _ ►+ •,�1 S �" determine both the EXACT SIZE AND LOCATION of these w�,•tptp,, - ' This information is intended solellt for the moose of determimino windows before the windows are ordered. construction standards for tete buil -tag and for your space in it. 2. The blue-colored wrap now recommended to be laced around the Many thanks, l� 3 a be There is no correlation with the woceaurs Lists •used by the state P P health Division in its licensim process, nor with any lists that edge of window openings in framed walls for leakage protection is r MW be Y>•ed by Wily Insurance catrier, etc. a sticky-tape with the trade name of"Blu-skin" (1 believe this is e 1 c I " '° 1r)SS00 SW�( Thank you for filling rut the attached westioonalre, and return"ni, the correct spelling, but with trade nantes one can never be too '°y 1 I : 1� I • sx? Greenburg Rd BUP2000-00324 it to tete architect or space planner responsible for obtaining Yovtr diilg rsmtt• certain). Sol 17 buu Manv thanks. 'tJolo I PA KEN Z I E .9 A, PC + •+059 oo+,'a�•tl Jt1 0•:0 JSo 5r t 't 10500 SW Greenburg Rd. 10500 SW Greenburg Rd t g 10500 SW Greenhurg Rd - BUP2000•00324 BUP200C-00324 BUP2000-00324 looteQ,oT.cb ,om t.. so3 Ile les 6 of 17 7 of 17 9 of 11 I - ...,,,.wp,r...0 m.•:.,.t.:..,.._..::,..-.:w.yw.Yt ---__.._-. ,-:x"'.,,+b'.: cm::':ext'a:ua{r�'_-:._...;i.{:tiY'.y.t:IBn.�,4.1,h0t�t•1 ::h:A1mi ':'�`` ifii:. _ _...__., 11 LEGIBILITY ��tll�lltn�lilhl1�1111111�11111111111111�1111�1111 IIIII(I11 IIIIIII11�1111�111�III'�Illl�llllllllllllltll!Il�l�lll��ll�lllllllll�llt(III 1111111 111111111 IIII�III) IIIIIIIII Illllllll IIIIIIIII I't!''I''�111!I�IIII IIII�IIII I�It�llll !III�III!Illllllill IIIIIIIII IlLEGIBILITY STRIP 1 61 � I 23 24 25 29 27 28 29 30 -._._._ O 2 3 a S g I 10 I 12 13 14 I� I Id 10 �O �I 22 On•rn, cm CD of Ma! J,�Il,� �,�JI.I�,!Is�, lI.11 �11�111JJ.I! ► 111�11,t11t llJ���1:1�L .1111llJali 111!11111J_tJ! 1�l11J�1.111aJ ltJ.t1 1 ' 1 NaNI . Soo • 1�1 .� �l),IJ.J!�.�J.l.111.�J.�I�,JJ �or 25 X9 + ».,,.......,......',.,...,,..r. ryyM ""!Sl Ila- '... -wt..w«w•.rw..w........«........,y , 1 y F John Burlingham. Architect A I . A Page 2 ( Tratism ittal, 07/1112/00 ) 5036 SW Vie« Point Terrace 2. The new windows will not be as deeply recesF-ed as the existing. The Portland. ( )Il 9720 1 -3958 existing windows were designed as inset panels forming continuous wall elerh�►ire 51)z-2? Z-5(lyy planes separate from the solid brick veneer mall planes. whereas the F inai l j%te�pdr a aol Lom proposed windows are to be punched into a Trick veneer wall. The front of the nL A' windows therefore must be placed forward of the back edge of TitANS�1I'll l �ti l.: the veneer in order to form a weather seal 1•,y overlapping, whereas the existing windows meet deep brick returns at the jambs. 10. Toni ling & Associatcs 3. 1 have shown gypsum board trim at the inferior head, jamb and sill, 4110 Sl . I la«thorne Blvd #2()9 without any wood trim. The head detail ;,flows space for attachment of I)ortland. ( )R 97214 blinds. Voice 503-235-0243 4. You might want to consider showing Windo%k- Types and sizes for your I at 503-235-2573 two new windows on your drawings, s��.milar to your Door Schedule. I mail , tonikinggieleix)n com 5. Important: Detail 3/S 1 of Group Mackenzie's Sheet S 1 shows a 5x5x5/16 steel ledger angle and a 2 inches wide, by scale, air space. This Date 07, 12/00 is the way to build brick veneer walll-i as recommended today. However. in 1986 when the building was constructed, I -inch wide air space ( item Re I Mr. & Mrs. David Webb residence remodel. #4 on Sheet A3 on Mackenzie/Saito drawings) was acceptable. if only a Dr Brian Sanlot'sky DMD tenant improvement. 1 inch of air space was actually provided and the brick veneer is only 3 inches wide, the edge of the horizontal leg of the 5x5 angle will stick out E:NC'L OS JR. S: Three ( 3 ) 11 x 17 inches photocopies of Webb remodel '/2 inch beyond the face of the veneer. I have put a warning ori my 1 first Floor and Basement flans, three ( 3 ) 11 t 17 lnchefi photocopies of' Window Detail drawing; HOWEVER SOMEONE SHOULD VERIFY Webb remodel F levations, one ( I ) I I t 17 inches tracing new Window BOTH_ THE THICKNESSES OF `TIDE EXISTING BRICK AND OF Details for Dr. Sanlofsky remodel. one ( I ) set of 24 x 36 inches prints ( 5 THE EXISTING AIR SPACE BEFORE ORDERING THE STEEL sheets) of Dr. Sanlofsky remodel by Toni King & Associates dated 06/01 /00, LEDGER ANGLES. one ( i ) set of 30 x 42 inches prints ( R sheets) of l .incoln Center by 6. One final note: there is a blue-colored wrap now recommended to be Mackenzie/Saito & Associates dated 11 /22/85, one ( 1 ) 30 x 42 inches print placed around the edge of window openings in framed walls for leakage of Structural requirements (Sheet S 1 ) for Dr. Sanlofskg, remodel by Group protection. i dor. .lave the name of it, but please ask your contractor to Mackenzie undated, one ( 1 ) 8 1/2 x I I fax concerning new window sizes for provide it when you meet with him or her. Dr. Sanlofsky remodel from Group Mackenzie dated 06/30/00. Toni'. Many thanks, For the proposed two new windows for the Dr. Sanlofsky remodel you might want to take a look at the following.- 1 . The direction of the North Arrow on your drawings doesn't agree with the direction on the 1986 Mackenzie/Saito drawings. 10SM SW G►etnburg Rd. 10500 SW Greenburg Rd. SUP2f)00-00324 SUP2000-00324 10 of 17 9 o 17 r• �M..w..•-+...www.+ww.• =.. rn •r+Mn... 1.. yyy1b ll.N 4' . . .... .nR,•w.... .,,ee,.....�--............,."^—,-.'R 'R .,x,.•..._ _ .....«. ._ ._.. .. ���Y-'� '�Yft�aFr �'R�1� :.r�#`. tt7.�G:�.`"* W�'u'1'` �'WWYIf�'>�M1�tYrdimY-.. i ! !;�IIIilllll IIIIIIiII LEGIBILITY STRIP 0Cm h1ith i��Elli �iijli! di,l���,i !► l�Illi 1101 1li1 liil'lilt lIIlllli! illlillll IIIIlIIIIIIIU�liillllllll{!lIIIIIII111 IIiI�IIiI iIIIIII�"'''ll�f llIIIIiIIII IIIIIIIiI IIIiIIIII Illlllill IIIIIIilI+iII+III 111/1111 IIIIIIIIiI►11111 lIII III I!I I I I�, i ' 1 .�" 100MM, c� Id ! 12 13 14 e5 17 lie 19 20 21 22 23 24 25 28 27 28 29 3C Y. t> E I CDz o Mtn •�!>� „, 11-11.10-1111-1011111,11 0"41100*#0W All 4.111.1111111I 11111 a 1. fir. .:J A;A �i ✓ I H9 g�P4I Opp I'� /' rrA�//��' > � •-.�-' �' �- i £.r"�' �y ,_,.may , V Lr+-- `7/ �'`�M_ Y �'`' � �� � _ .J �'"�•�r tom, ,:y r���,;'' LJ rA -�! Lam.- � r}I �� �� � \y � � � •. � 105 - w'`V` l�l.i \ Lj Lo. �� �L� i •,,� !�i t�� �,��E�`� �' +, - ` •. �'-�',' • i � ' � . � I ``ice" y'f''1 �,`' ,��,�., LA 00 Li rldl 100 -�F4i Iesop u l • . .. �� �• :�-, ,- �-I �� �� � �' �''`�'`�-��'�i cam; ��P....,�� � ,.� , ,� I ; 4r 10500 ;� I`.I / -(� (�t..2.. tt.�.� r ',�-' •- �'��~�' + . roj 10500 SW Greenburg Rd. • BUP2000-00324 ' 11 of 17 a. 1• �. III 111 II{{ III 11 I it i ! III illi Ilii II I III i I III III ! , ��•` , LEGIBILITY STRIP CMM I I ! I I I I I it II II II I I I I I III it II IIlII I I I I I Ili If II II IIIII I I III illllll�l il�illll 111111111 IIII III illl III I ( 1111 I II II tQmm.l 10 11 I8 13 I4 l 16 17 18 I9 2Q 21 22 23 24 23 24 277 282� 30 CM of1110 J111 HSNt • i�s� , 14 0 54 i r �I. ^et'� n i mw � 1 i 1 NEW r, �. Z f= yr Z LAB STAFF R-R. � (0'(o' X (013' JN 'P ° < < w> Q 7 r9 r-- - —--- -- - - -- �� I���L ITIZZ U W w 1 - - - - - ---rT-_ STAFF Q z 4,-6. 1- - -- -CLEAN rj AI A \ 115 11'6' x 10'6' ME(-,H N U _ i (m� -- GLR STERILIZATION i I r g p�j 4 1 1 114 3'6 x (0'2 11'4' X 1'4' STING I c I 113 11 0 A _ c� WAITING 11 I - - - - -- - - - LF4TIENT RR, >� 3 I 15 / � -a'_ _(o i 101 19' x �' + - - -- t-- - �' x �'3' 2e - ----- l01 2 , RECEPTION G T I 1 --- 15 G I I 04 cn 1T5 15 PROJECT INFOR"14TION �_- 103 DAYLI NI I(0' X 9' I F- DIRTY Q - _ - -- - - - 03 LOAD r2 W/D 6 6' 4 13 PANOREx1 114 W � x ' LOCATION: FIRST FLOOR. C-2 I A ( U - 118 CLEAN CONSTRUCTION Tl PE GOr�GRETE, aLAB ON GRAf�1=, NON-SPRINKLERED, 1 il. ' VCT — VGT LINEN \o V T 116 VGT uj j�� L Q ao TOTAL BUILDING APPRO/IMATELY 5820 Sr.. ' / / A GPTGPT A3 GPT f I GPT � I � ^~ OGCUPANGY TI PE: B 1 1��� [ \ I11 T I _ D'` HALLWAY HALLWAY 2 (n n DOCTOR DOES NOT RENDER PATIENTS INCAPABLE OF UNASSISTED SELF PRESERVATION. \GY� \ 15 1 I©4 � �+ 0 1121 1�. Q SCUPS OF WORK: TEilAi1T IMPROVEi'1ENT n A �8, 15 U U U U U NEW CONSTRUCTION FOR DENTAL CLINIC. \ C-2 CPT W BUILDING SHELL COMPLETED PER PREVIOUS PERMIT. l * I 86 Cr N O , ( \` ���„ l._.I 01 - - - A 1,5 VCT OPERATORY �,,= r� CN4 ALL MECHANICAL, ELECTRICAL, PLUMBING TO BE BIDDER DESIGNED. ; ` 40 - rn 7 I rJ 101 / 111 N 1O PROVIDE SEPARATE ZONE FOR OPERATORIES, WITH EXTRA COOLING. (\ G 2 GPS VC 1 Z i o N - M r I Y L� z L 21" vi u) �.•„� 15 I OPE T I OP T Y 2 OP T Y 3 OP T Y q MIN OFFS 5 Z o g w a O O Q GENERAL NOTES r r c-2 105 10 10 108 10� ` . a- > U_ — � OPERA I. ALL WALLS TO BE CONSTRU(,TED WITH SMOOTH FINISH AND (2) COATS PAINT. e 105 05 110 1 .t 2. INSULATE ALL WATER LINES { - -- -- -- ------7� NEW WINDOW T I' ROUS STORAGE TRO EXISTING S 65-'/2' X -17--1/2` A9 NEW WINDOW 6F. E XPAN5 ( ON 53-1/2 X 5-1-1/2'462 PLU1"iBiNG NOTES N EX15TING 1193 5.F. OFFICE I . . (f-1) A1 R5T FLOOR PLAN 1) PROVIDE GS WATER NEATER. ------___-.---`W-- --- - 1655 5.�. TOTAL P2 THROUGHOUT SPACE.PROVIDE RE-CIRCULATING HOT WATER LINES THRT � 1 /4II SCALE TENANT 1r iPROVEi"1ENT LAN AGGEf=Tr4NCE-- - Q V PLUMBING FIXTURES- WALL_ U- - --- -__ - - -"-" - ---- --- -- - ------- -- - LU I I c The unders gned hereby accepts the plans and specifications reflected herein and 1 ������`�' unolsrat2 ds that any change by Lessee to these plans and / or specifications after T- NGTE: TYPICAL SWIG, STAINLESS STELL, SLIGHTLY DEEPER, W/ GOOSENECK FAUCET this point will moot Nicely result in a delay of the occupancy date ani /' or an increased z LL 1y AND MOEN 5TLYE FAUCET. MATCH EXISTING SINK rAUCETS. EXISTING WALL TO REMAIN cost which will become invoice by change order. 1 1 ' t ' Furthermore, it l5 otresacd, that Lessor will construct that which is represented 1�-1 1-J-J 5-1 TO BE DETERMINED on these pages unless to comply with governmental codes or ordinances, It is necessary V C:=== = =] REMOVED WALL For Lessor to deviate. _ z S-'' TO BE DETERMINED g_3 TO BE DETERi'IINED � I�` NEW WALL: 3-1/2' METAL STUDS 24' O.C. RE VI ESU PL- AN5 4ND 5�EC IF I CAT I ONS T� �CfRCL .�} L- T_ > V �J 5/8' GYP BD EACH 51DE TO 8'-10'. LK_ 5-4 TO BE DETERMINED Lessee: _ _ PROVIDE TRAGK REVEAL AT WALL TO CLG CONNECTION 0- _j TO MATCH EXITING WALL. 5-5 To BE DETERMINED ey: O NEW DEMISING WALL. 3-1/2' METAL STUDS 1@ 24' O.C. Print Name: W/ 3-1/2' SOUND BATT INSULATION, 5/8' GYP BD, TENANT Title, Z ARCHITECTURAL PLAN NOTES: SIDE TO STRUCTURE. PROVIDE TRACK REVEAL AT WALL TO CLG CONNECTION Date: `�►• (AI) REMOVE LAS ER F'. OF SHEET ROCK IN ODER TO INSULATE WALL. TO MATCH EXITING WALL.NEW SOUND WALL: AT MECI IANICAL ROOM A2 DEMO WALL TO ADD X-RAY VEIW WINDOW. AND AT RESTROOM5. W/ 3-1/2' BOUNDATT INSULATION AND B (A 3) E. !STING CABINET AND SINK 5/8' WATER RESISTIVE GYP BD EACH SIDE TO 9'-0" (A4> NOT' USED PROVIDE TRACK REVEAL AT WALL TO CLG CONNECTION � EXITING A a,'] PROVIDE FTO MATCH FLOOR STOP E NG W LL. NOT USED Cq� NEW MACsAZINE RACK, N.I.C. -- -IY NEW FURNITURE, N.I.G. ---- SUITE 1 SUITE 5E E A t TtTCH E D 100 SUITE _ 200 REVISIONS C4� NEW WINDOW, REVIEW INFORMAL ;%)N I=RON GROUP MAGKENZIF AND ARC'-4ITECTURAL DETAILS. - - __ - - 10 NEW 18' x c3(o' TEMPERED GLA53 REL ITE 1N E3ROWNTONE TIMELY FRAME i NCO�N CEN�'E R ( � FLAN All NOT USED -- �i NEW VERTICAL PERFORATED BUILDING STANDARD VERTICALS B7 BUILDING OWNER. J:l 41 EXISTING NITROUS LOACTION - � P /00 E 1T 1/26 _-_- C"7 CONNECT DRAIN FOR DAYLIGHT LOADER TO OLD SINK DRAIN. K,`< >t��' _ —_ — 1,�1 BI 1/19/0(4 �1 DEMO WALL AND INSTALL TEMPORARY DOOR AS ACCESS BETWEEN �l� i 'I C - yp AT eul*E DATE EXISTING AND EXPANSION AREA, DI.k-7ING CONSTRUCTION. — - I -� �i � F� ® �,. � FILE 2(400-P�9-01 �41v�f ULTRASONIC, N.I.C. 300 - ' JOB I TK 41 STERIC 1ZER, N.I.G. --- - ---- -- r I NEW G-1 P BD CEILING WITH SOUND BATT INSULATION ABOVE N EXISTIIS4 1193 OF. OFFICE 462 OF. EXPANSION 8'-0' GT"P BD. WRAPPED HEADER. 1635 8F. TOTAL PROVIDE EYE WASH PER OSHA REQUIREMENTS. BU i L D iNG PLAN V I C iN i I I� 1�4I PROVIDE 36' WIDE BY 19' /Vi K D F:P E D 30'H NEE SPACE FOR ADA COUNTER. 10500 SW Greenbury Rd. N.T.6. N.T.5. BUP2000-00]24 12of 17 OF SHEETS l LEGI6ILITY STRIP C'm� Om�.itm I 2 3 4 5 6 7 t3 9 10 I I 12 13 4 Fj ? E' a 2c 22 23 24 25 26 27 2F3 29 30 Z I III OI HJN! 9 1 OZ 1 -• i >lilt1�J,I.ILrI�I.t.� ���la.1J.1�,1- u,�l.►!>11.�1�.1�,�11.�.�.1.�1a.Lli�.U..l�l.till-I.lrl.1.lll�.��li.lrl�l�laa.1.1.1.1��ililt.lel.1�>J.��,1.L11.��1a111�1.1�Oz .ate J .. .. M: M .. .. .. ... .. .. .. ..... - .. .. .. .. ... ,...... -.. .. ... w w • n..-.,rn n .,.n r,.. . y. ♦rto-. enwM4. wMnYnw....-.-.« ..i..nr.wwe+s.w..,aw♦ er«,RMK♦gR. MPTwI � IR. -�F^.rFnrlNMry!'uMM.T'RJ*.'tfNaM.rw+w.MMn*'lTyr+♦110'.t MIYNtRF'T*: M.ee'.s't.'M.,w w 41.!M1rMew.e•r•r.r.rr r.:..w.i...«.... ....., •.. .. . ... ..., .. .,..- .. .. ,. - . .. ., ,. o+a+,..+. e.^R.'Mtlel'I,M.wiYM'.r•:.+.-M.M++wYi!•I..•f-'1r11+.Mwr+. n W.w r•,♦+i.n.wirwn.r T r r` +w +4. V+rMr 'Mw.+q J+nrMrwN•M 'h". MMM1 NO x er F_ - MECN 3 6' X (b'2' c) z z 0 ROOM 1 FIN 15H SCHEDULE 113 z O V) z - - - z Q w Z WALLS CLG CLG cm.I � o NO. NA1`9E N 8 E W LR W* MAT HT. NOTES - • C 115 \ N N•64 - a_ z O a -i C',4 1I I I i EI LAS � V) 101 WAITNG P-I P-1 P-I P-1 C-1 p-1 A.T. I 11 ,4 1 1 -�„FI , NEW I - _ v J W W / STERILIZHTION LAP STAFF R.R. 1�4 - CL Q ~ ~ -102— RECEPTION _ T -- - 1 - .Fi4' -..84' 1.P,4' - �\ II'4' �C 1'4' 6 X 6' \ I 1016, U 103 E-1-6 RE6tROor+ VCT b' D -- ---- N -Y ,- -It�'., . �- 1... , / i (o'(o' X (0'3'/ STAFF c3 Z =� - ---- — -- I I 16• ::k ( F�1K rlfTv . I 111 � � N 6` XW Q 118 I N 104 NA!_LWAY C-1 .-... STING \ -- 11 1 - � t -- - 10$ oPeRAroRY VCT ------ ' I PATIENT R. - r I - ��N O N I �......_. 6, X ,,3. 7 _- cn 10(o OPERATORY 2 -- - - \ TION a E2 c':: , I �� 4 \° f'ANOREX 101 OFERATORY 3 I Z -- --- -- W/D - - - lm8 OF£RATORY 4 - WAITING U GF•48' CL 6I6(o X 4 N _ \\ lm9 oFrICE - - -- - 19' X (o' LINEN / - - G-I N 110 OF'ERATORY 5 L� VCT -- -- - -- - - - '� N N N N I F- 111 OF°ERATONY b C \ AI HALLWAY I E� HALLWAY Q 0c,-112 WALLWAY-2 - G-1 --- ---- --- r'.;� Imo � 112 �4N U r4 113 MECHANICAL VCT \ fes . :: O : ::: 114 8TA1� � � . . .- -_I_.I 11.7 i ; , ..., c� -- / > 115 ADA RESTRoor+ b' D `. �'k ,._ I) i I OPERATORY 6 Q m M —.. - 116 } PAaNORF C.-1 - - - - - ---- I: . 11 1 11"1 LABORATORY -- -- - VCT (., r rte. _u 1 I I v N M -- �, / z 0) r,- ,t 1 cN �. �. f I 118 8 ERILlZATIOII \. --- - -_ ` ,. .lZ' 0 � N OPE I OP T Y 2 OF T Y 3 OF T Y 4 RECv' L M N I I C .-. RO��M F I N 15 T4 E 5 T ,. 105 Ick 10 108 Y N z � 0 - - - - - �• \ CfFICE — j `. l' X (0'4' z o U_ C-1 LOOP CARPET: PROVIDE ALLOWANG FOR 0251W YO CARPET MATERIALS ONLY. M ADDITION / I IQ O a O Q CALCULATE COSTS FOR FRIEGF4T 4 SHIPPING, DEMOLITION, AND GLUE DOWN NSTALLATION. \ i �- d CL > LA_ C-2 BORDER CARPET: CUT PILE, ALLOU)MIC.E f15DC PER YARD. N N VCT-I MAIN TILE: MANNINGTON 12' X 12' TILE, NITROUSI I STORAGE I N 109 •bJD' VCT-2 AGGCNT TILE: MANNINGTON 12' X 12' TILE, - VCT-3 ACCENT TILE: MANNINGTON 12' X 12' TILE, VCT-4 ACCENT TILE: MANNINGTON 12' x 12' TILE, e-1 4' COVED FRU55ER BASE: FLEXCO, 4' COVED. N ---JJ!! P-1 GENERAL WALL PAINT, MILLER EGG81-VELL FINISH, 711.10 COATS. I `` G P-2 SOFFIT PAINT AT RECEPTION: MILLER METAL 4 PATINA: 15ASE COAT: 0264-4 'SURREY GREEN'. F- I R5 T FLOOR ELECTRICAL FLAN TOP GLAZE COLOR : 'COF'F'ER' 'GOLD' 1/411 S C A L A +►- . . PL-I RECEPTION DESK FRONT- LAMINART. 'SLAM BLUE' PL-2 EX161TNG PLASTIC LAMINATE: NEVAMAR 85-3-3-IT 'DLUEWING TEAL'. PL-3 EXISTING ADEC PLASTIC LAMINATE: WIL80NART 'STORM' OR FORMICA 'ELATE'_ ELECTRICAL 5YM5OL C5; R v O PL-4 PLASTIC LAMINATE: NEVAMA PL-5 PLASTIC LAMINATE: NEVAMAR - -' - IL F-I FABRIC AT HOMASCTE: GUILFORD OF MANE: PATTERN: CARARRA STYLE ftobb4. F-2 EXISTING CHAIR UPHOLSTERY: ADEGC.OBALt �D NOTE : ALL ELECTRICAL DEVICES TO 5E W, 41TE UJ/ UJ�4ITE COVERF'L.ATES. z NJTE : VERIFY" ALAR1"1 5Y5TEM REQWREI BENTS UJIT44 CLIENT. 111 U� 0 VERIFY W1 JB DENTAL. 1.1-1 — Z DOOR SCH U DUPLEX RECEPTACLE � w DOOR FRAME FIRE HDW1 � WALL 4—FLEX 0 +12 " A.F.F. TYP. (�/ No. SIZE ---- -- - -- DETAILS l NOTES TYPE MAT. FIN. MAT. FIN. RA_ TYPE Ipl EXISITNG 9T0REF T D R -- E;KISTI�15 220V RECEPTACLE I©IA REMOVED 8' DOO - - -- --- - 5W I TCN D -- — -- — _ -- - --- - 1pIB REMOVEB' D NINCnED-- IN�sING BOOR _ 101c RELOCATED DOM WIA AGH DIM SWITCH W'TN [;) It-1MER 103 EXISITNG PROVIDE DEAD LT -- ___— ACANT___ (gp INDIGATo� 104A REMOyEp- -Q4 LOUD VOLTAGE J —SOX: TELEFNONE, COMPUTER NETWORK, ETC. 1p4B� Ex1e11w3 ---- �= DED DEDICATED OUTLET W/15OLATED GROUND z I04C 3' x 1.3/4 x 1' — --- --_-.. __. - -- - 0 I05A EXI8ITNG WALL SURFACE MOUNTED TI-4E RMOSTAT �-- IJ95B> EX16ITNG _-_ - -- -- - GFI GROUND FAULT INTERUFT OUTLET -- -------------- - —-- ER Im9 V x 1-3/4 x 1' D --LA?CN -- III RELOCATED DOOR IOIA --- - PLUG MOLD AT +44 AND +38° W1 RECFRTACLE 12 " O.C. 113 2'6' X1-3/4x1' C 114 VX 1-3/4 x 1' e - -- - -- - - - —-- 115A VX 1.3/4 x 1' e - PRIV Y -P+eoVfD_€f5E - -LT--- -- �v LOCATION FOR TENANTS CENTRAL VACUUM GLEANING SYSTEM: VACU-FLO TYPE 51'5TEM LOCK W/ VACANT-OCCA PIED INDICATOR 1158 6*' x 1.3/4' MR) A ALARM/SECURITY SYSTEM BY TENANT, ISTALLED BY CONTRACTOR. 111 VX I-3/4X1' O - --lie 2' x 1.3/4 >. 1' E -. REV 15I ON5 - - -- - -- -- 455RE V I AT I ON5 -- --- - N NEW ---- - NOTE: DOORS TO BE I REFINISHED SOLID CORE OAK DOORS TO MATCH BUILDING STANDARD. REMOVED ' ALL DOOR PRAME8 TO BE BRGCIWTONE TIMELY FRAMES TO MATCH BUILDING STANDARD. - --ALL HARDWARE TO BE LEVER HANDLE BRU614ED BRA66 FINISH TO MATCH BUILDING HARDWARE. RL RELOCATED -- - "-- DOOR TYPES PE �r 1/26100 +4411 MOUNTING HEIGHT A.F.F. TO BICC 1/19/02 ---- - ---� D 11`'1. D li"IMEfi�' SUJITC+� [)ATE ' ROD 5 SLANG FLATE FOR FUTURE TELEPHONE. FILE 2mmm-mg-ml % 4 SHELF JOB_ - - - - � > I NOTES D111N TK- C�aK \ \ EI RELOCATE MECHANICAL ROOM EQUIPMENT. VERIFY REQUIREMENTS. 1. - L— - - - - J/D EZ EXISTING WASHERRYER LOCATION. A 8 C D E 1 ,2 10500 SW Greenburg Rd, 13UP2000-00324 13 at 17 OF SHEET5 - 1 2 LEGIBILITY STRIP C m 2 S 6 7 g g Ip I 12 13 4 pmm.i �m 16 17 19 19 20 21 22 23 24 25 26 27 26 29 :jn n i HONI .4I OL . 'll I 1 OI � b � 1 1JI11lL1 11 1111 1.L11 I�L�iJ J.� lallll �J.ltoj.l iala•Ll�ll-I.II�I�II.lIJ11�11.I. 1� J�iLlllil�i�la JI.1i111.111Ji�1.� ..>a>1���l�l.i�l.i� oz! m r . .w«,Mq:►'war,�^•!7'> M'Ts+VCtN MIVnnw+rwrvn,n`�MMYM1.:*+nM'►. - prm-.•M-.•..p.!.w.Ir.NyJs.,+-+r,.wr.opr+.ve..•w... ...,•rMw!'A1M� w"r".w+;N.. kM^ - nw.Mo-MMvn..vi m .,n.r, .-.. - ...rw.- 4w.nnnww.•. M.+..•'e'!'MIMbM�t7a� rAMrIkMM",'^°.w^b'nswnrN.Wr,vnkMwwM+!w..ry"' ,p..;.wnw•..,..+-r.+rrwn.wwT.+.waw..•r rk+ 'M 'AMb'M �Y (D z z 0 Z 00 z Z Q W z o O CL z w a w O W WN U W W a- _Q ~ H N z _J U tr U W U CJ STRU�.TURE ,"BOVE 0 I I Lv N 00 -t = =i� --- U o l J ` _y 2. 14 G4. WIRES 6 .©, O.C. U MAX. 9® DECD. TO PARTITION V N I (n > N W+�ERE BRACING WALLS m I N N N I \ '" II I II / NOT A V A I ,4 Q ,,, ►� r -� . . - - I18 — _ - - -_ L�. - - L - - = L BLE. z N 1 l I / —�._— — � Wo o N R N 103 :; �� � 1 -- -- — U CN In 1 1 - --- - SUSPENDED Z r o N �-_J N _ __ -- - - - - - -- - T - GE IL INCA S� STEM N � - / N 1, Lj Mo 01 102 _- Com l� I 3 �. — -1 N — / --- N N N N — — - --- -- — Q Q O O Q 1111 04 � �`� - _N � N r_ v II II II II N • II N I - - - + _�- WALL TY Pc AS CALLED OUT ON PLANS IL 1 5 E 5Imp O I 88 II II Iraq II II IN II II -- - - WALL HEAD CONDITIONS � 5 N LL (y E L_- E X f ST I NG 1193 5.F. OFFICE 462 S.F. E XPAN5 I ON ul W 1655 S.F. TOTAL �_------- ---- -- CTURE _----- -- -- -- _ l -A z > � ua REFLECTED CEILING PLAN -- � --- �__� N ( 't ..- II �' 1/4 SCALE -A CEILING 5"r1 50L.5: �- __ NOTE : r-fR1,c_-1MATIC LENSE FIXTURES AT OPERATORIES AND STERILIZATION. 8it-lAx COLOR CORRECTED LENSES. 1 6' MAX. LATERAL BRACE AT 12' 0.C. �-- NO f=4R,4BCL 1C LENSES AT ALL OFFICE AREAS. EXHAUST FAN MAIN RUNNERS OF AN 'INTERMEDIATE DUTT ' SUSPENSION SYSTFM AT 4'-0' O.C., SUPPORTED WITH NO, 12 WIRES AT d'-0' OC. (OR NO 10 WIRES AT 5'-0' C.C.). HANGER ATTACHMENT SHALL SUPPORT 5 X GFILING LOAD, 50 LBS. MINIMUM -- RECESSED HALOGEN FIXTURES ? CROSS RUNNERS SUPPORTED BY MAIN RUNNERS OR OTHER CROSS RUNNERS. ly 'A'X4 RECESSED FLUORESCENT UJ/ PARABOLIC LENSES - 3 PROVIDE STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER. — LJ/ 35C,C < COLOR CORRECTED, 4-TUBE T-0 BULBS. RESTROOI"1 FIXTURE LIGHTOLIER FIXTURE_, 3211W 1'5HOJI1' O ,(� 4 HANGER 51STEMTO BEGIN WITHIN 8 INCHES of PFRIMETER ----- O SPEAKER - VER!F1' SOUND SYSTEM CESIC:;N WITH TENANT. �OF VP055 RUUNN R INTERSEC ON. (4)-12 GA WIRES SECURED IIEO MAIN RUNNER AND SFgA7ED 4' SURFACE MOUNTED FLOURESCENT FIXTURE. FWDESRRO EGR NGFPLANEECIJABRACEEA:1 7 PLANFT. OG E-DACAT AN H WAY NGLE NOT FxGEEDING 45 DEGREES P PENDANT FIXTURE AT RECEPTION - $200 ALLOWANCE FOR FIXTURE. VERTICAL COMPRESSION STRUT AT EACH LATERAL BRACE LOCATION STRUT TO BE 3/4 INCH REVISIONS - 50. HIS. TUBING WITH SPRING CLIPS AT EACH END AS MANUFACTURED Bl- ROBLIN PRODUCT �•` COMP irOR SIMILAR CONNECTION DEVICES TO BE OF APPROVED TYPO AND HAVE 100. RECEJSED FLUORESCENT W/ 15-CELL PARABOLIC LENSES COMP _ - ATIBILI'7. PLUS ADD COST FOR LENGTH OF "TECH LIGHTING% "MONORAIL". %EQUIv4LENTDEvICE. AT HANGERS MORE THAN I : 6 OUT OF PLUMB, PROVIDE COUNTERSL.OPE HANGARSWH=RE HANGER WIRES ARE NOT POSSIBLE DUE TO OBSTRUCTIONS, PROVIDE A TRAPEZE OREX<IeTINC3 HVAC AMINIMUMOF BAK-TO BACK IE 114 NCH COLD ROLLS CHANNELS 1 48 INCHES SHALL BE - - - — - -- ---- ALCO LITTLE INCH TASK LIGHT. g EACH ANCHOR TO HAVE 100 LB. WITHDRAWAL STRENGTH -- - — —_ 1 LIGHT FIXTURE SUF'Pr.RT <4 RECESSED FLUORESCENT UJ/ PRISMATIC LENSES A. WITH 'INTERMEDIATE DUTY' SUSPENSION SYSTEMS, 12 GA. HANGERS — -- -- — SHALL BE ATTACHED TO THE GRID MEMBERS WITHIN 3 INCHES OF EACH PE IT "1/26/00 CORNER OF EACH FIXTURE- TANDEM FIXTURES MAY USE COMM(IN WIRES - ---- — ROUND SURFACE MOUNTED HALOGEN FIXTURE. B. LIGHT FIXTURES WEIGHNG Lr-55 THAN 5fo POUNDS REQUIRE TWO 12 GA BIDI SLACK WIRES FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOvE PATE �x4 RECEJraED FLI,IC�RESCENT LJ/ 18-CELL PARABOLIC LENSES UNDER TRAN:��'�CTION TOP. G. LIGHT TLY RO IN EXCESS OF 56 POUNDS SHALL BE SUPPORTED _ DIRECTLY FROM THE STRUCTURE ABOVE FILE: 2000-p9-01 D. ALL I_IGHTRjG FIXTURES SHALL BE PCSITIVELY A?TACHEC) TO THE ---- ---- NIGHT LIGHT EXIT 51GNAGE - FROVIDE SIGNAGE 45 DIRECTED BYBUILDING INSPECTOR CEILING SUSPENSION SYSTEM WITH TEE BAR LIGHT CLIPS OR SIMILAR DEv1GE5 JOB_ — cwN TK cNK 5U5FENDEI) CEILING ( T*T'__f= 1CAL )___ NUT TO SCALE GOMPL'r WITH UBC STANDARD NO. 4-1 - 18 10500 SW Greenburg Rd. SUP2000.00324 14 o1 17 OF SHEET5 LEGIBILITY STRIP - TO 2 3 4 5 6 7 A 9 10 11 12 :3 14 16 17 11e 1'9 20 211 2'2 2'3 24 25 26 27 2e ;:,9 30 ZI I I of 4 q b MOM G IOL Ildli lel 111!11111�J111J.1.1�1111,111.1t1.1.11J.11.t 1�111.1111.11aJ 1.1�11.Ia.111,�.11Lu 1JtJ.l1.1�''�.I iJ I.W�I�1.l_ll 1.1.1►I.I.�I-1.111.1.1_I.��iJ 11�1�1��.11��.1_U.1J.aJa.U.I��11.1I.,liJ���1�f��.a1.��11.W�.1 oz qYW ..`_.•.....- ;. Maw ., . . . . . . . ..... - ....r r -....,n•.� .»,... ...,.,•...-.-...y...... _.-... .. ...-. ._ _ ..... .... .. •.w—-,:�.:�, •.w,+,++WA�Mi�+. .w.wM.. a+r......•...-.,.,-...,_• r� w -s r I rir z O O z STA;NED 5.,�-"NC5_ E .GE-. O G z > W Z � � (L LAJ O W CL fn All- Q J R F„ d �, CI} «-A-OGEN -4s+,T—_ - C Q z / .= xC cr U LA- N I O Lrwc, � E3SANDBLAS�D'. ED �trASS 1 S t. '�E^✓ BULLNOSE EDGE. T .l ' _ cv AMiNART N - L .• �`/ / 0 IJEL> ` LAMINART I I �-- LAM,NART 32' C • • ✓ j �-- -j– —t — — t- O �k . V) c� 1 FLAY 1 WAITING 1 RECEPTION 1 R�SC���DULE 1 S CTI < 1 RE CE FT i ON ON Q LAj 1.5 �Ll 'd w o 8 �, 1.5 _ _ '�, 1.5 = _ ,T 1.5 = - oNN � 3 �' 38 ,�., - - - Ln N 0 3 Of N M Z Qo T N M �.� O W z � a LLJ /tit) A SWE VEl� �4) O O • * - ADJ ELVES ---- �: d'S�: �«j�-:✓ S 111 \. A---------4 ,p-�- �- - .4- C"41 tjl a N _� a ti ----tet ,---- C \`-- \\ TS 0\VI RS,a ' C/c. l2) A 5--E ,ES --- -- --- 0 PANTE ~'O'` 'ff —� \t \+ �/ ' D ;i r' r' DIV DERO 0 2' C \` Y�, \+T `\ (b) ADJ��S«+ELVES � FULL \vl -r _o - cv ' .OPEN , "/0'o �" OWEN 54AS<ET C4--r� •\ 32 ED EC 3d' . . 2�' �C . .. 32' 6' 8O' •/- �0' .. 30' 32' 64' 50' 2' '-� - - -- - -- 2 RESCHEDULE 2 RECEFTION 2 RECEPTION 2 CARTS 3 STERIL RATION �- LL p-/ �J w _ - - w -A �5J ACJ 5o4E-\/E6 y,/�+�.�_ ;.'-D. _'XT i CN K 4 V BRACE-5 / v -I 0 U ' — ----- 51-PA15 -'G.--- �'ROVIDE ARC AtsD S,45 NES 1� \ i \ i \�--I - �X�._._...--'x' -- - - - - - --i—�— - --- -- ---- --- __..� R4C TE F'/4NEL W/ PANE > A ROOT"i _ —— / (o' GIB., 5,4CK WALL --` BULL FULL DA`I'L�GI-IT I � ( 1 �<..`.. .� A �� P.T.D. v �' 3 CKs= . -• �I Bac+�sPLAs�+ LOADER o T�_T_ r"\ x �- - s� NIC © I 4L Cs.5., SIDE WALL .1 1 ' I 1 T r i i / / DIRTY YI � Q 7. u I / 36' FROM BA..K • - z W L Ax --- ---=�"--- ---� �9 ---- ---- '- - ----= / / LINENS-- _ I �+ z �i = I � iU w n�l ALM N �c.• 24' ate" �_' . 24 8 1�1- 1 14* '12' •i- 8' - i- c • •----- - / --- --� -- ------- r 1' MIN. MAX. I----r <NFE CLQ TCE C-R. 3 STERILIZATION 4 ADA RR - UJALL -1"iOUNTED 5 UJIND0UJ � n D49 JIB - - � LA i REV15!ON5 r\ � SIZE . 4' ..�KSpaS• I BULL FULL -- nl m 5`�'-"{vr`•;S+-+ BACKs'�LASN BACKS�'LASN cE IIT 1/26100 IFErEFr-v - - - - /' \ BID 1/lsoo SIZE D A7 E L 7771 .CB _ 4 ' 4'E 9DER E3 �6 STAF SINK S L A50RATORY - OFFICE Ll _ _ 10500 SW Greenburg Rd ' B U P 2000-00324 15 of ' O� S+�EE-5 LEGIBILITY STRIP - - 2 - _ 6 7 e 9 10 1 1 .. 4 16 17 18 19 20 21 22 23 24 25 26 27 2e 29 DZI i I OI MONI f 0 l 1�t�J���1�L1.��.1�J ��1�1 1�111�J�l�l�.i,I,L�1�1�1�1 L�iJ IJ.LL(l l�l !1W 1 I I I I I I ' i�l:1; �.t: oZ i' ,.:.... ...._..- ;nom ..•. .;, ,.. ._.• .. r~r . , . .,. ,-.. . ,..». -�. w _ . ... ......._ ..,,.. .. .,. .. .-..,.-- ..... .. :. .- ._ ,. .,... .,-r x.w.,gi>... ...:. 4r .Mw�rr. .« ......rR q.,.-•, .y. .......R.p,� , ,.n......a.,•..,,.e.... .. . .. ..........._.. ,._i .-.......- -- • .,. ... ,.....-.... .. .. i Y I� w. _ 0 _���\ter +- _ �i' X G ' F=.ate �./ — < /."-.../ ✓ —vC ✓ ✓ v _< _ _ '...� �./ Gr. r" O� � �� r .r✓\✓., _VV-=✓ `<''" = v <=rF r--__ ✓F J -.." \_ .,,C2C v El 100, z I _-Nc At g FCC" '25 - =i 5' \IL- LL1� rE _ LLI EE 3 - J ✓ �� _ -_-- c� < \ _ \ � :E —"c � / _.__ .., _✓ -==ter � �."�\\=�" _F _ _ � _ ". _" _ -=c✓ --__ Cr 00 ✓ J✓ FL OOIR FLAN - D EN7 4L E aJ f Ft*-lENT FL. �IN i5INCA AND 7FRENC�4 INS - _ U 1 /4 &CAL E \ r: CR UL IDEN74L LEGEND ' ^'`' rte. C -- - "�-••cF=��'.F \_ N= w 4' J�`- .i ~v = N V— _�/✓� v �_. �v-F /�r.i LY- ID EN7 4L FL 4N N07E= & DEN7 4L NO t S D� _x S- \s --c.F \ -Fc,E- C_C-a='. _X-=F CF /_\- 1R. CC:._. �> =x=CS.,F= 3..'-C\ t i<--�.:• .:. SCG\\=C' �.,"c\. i. "-- =_=='F :.-^ _C,.: C\5 _ � _� C.," �..\_ ,�F - =:J r.JW ✓e J V V r c:.\CF_X. S.^. J V r,,,,J .500 SW G,"nburg Rd B'JP2t*5-D0324 17 LEGIBILITY STRIP - :R 2 l8 19 20 21 22 23 24 25 2e 2- 2e 2� `UI N'JMI �I,�IOZ jl 1 1 47 'Ill I j :j 1 1 i I 1 i� I i } U � I1 ! I �1 I I i�' :I;I,I,t,i,j. Oz CDi �e +Mx�M�Meldwr: re+��•P��wwrow.few ,r, ». .. ,.�, ,. ,,,. » ., ..._._ _ __ .-.�_.,..r....._.._,,,,�,... �y i i � t W . O GENERAL STRUCTURAL NOTES G GENERAL - !_ _ STRUCTURAL WOOD STRUCTURAL STEEL STRUCTURAL OBSERVATION LL i 1 NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE 1. THE QUALITY OF ALL WOOD MEMBERS AND THEIR FASTENINGS SHALL 1. STRUCTURAL STEEL ROLLED SHAPES AND PLATES SHALL CONFORM TO NOTIFY ENGII.EER OF RECORD AT LEAST 48 HOURS BEFORE A DESIGNATEE 'WORK GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. CONFORM TO CHAPTER 23 OF THE UBC. ASTM A36. IS TO BE CC/FRED. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. 2. ALL FRAMING MEMBERS AND PLYWOOD SHALL CONFORM TO THE FOLLOWING 2. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES SPECIFIED TABLES, UNLESS NOTED OTHERWISE: TO THE AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - -OR INCONSISTENCIES. FRAMING MEMBERS . . . . . . DOUGLAS FIR-LARCH (NORTH) PORTION OF ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN," 1989 EDITION, WITH ITEM OrESCRIP TION 3 DO NOT SCALE DRAWINGS; COORDINATE DIMENSIONS WITH ARCHITECTURAL TABLE 23-IV-V-i (UBC) AMENDMENTS, AND THE AISC "CODE 0F STANDARD PRACTICE FOR STEEL ---- -- --- -_ -- DRAWINGS. PLYWOOD . . . . . . . . . . . . . . . . . . . . . . . . TABLE 23-111-A (UBC) BUILDINGS AND BRIDGES," 1986 EDITION WITH AMENDMENTS. 1. PL'W000 SHEATHI - NAILING AND STRAPPING OF 4 ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1997 3. ALL STRUCTURAL PLYWOOD SHEATHING SHALL BE FABRICATED WITH 3. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED ON THE �� PLYWOOD DIAPHRAGM UNIFORM BUILDING CODE WITH AMENDMENTS, EXTERIOR GLUE CONFORMING TO U.S. PRODUCTS STANDARD PS-1 FOR CONTRACT DOCUMENTS IS PROHIBITED WITHOUT THE PRIOR APPkO`✓AL OF - - --: -. 5 SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: CONSTRUCTION AND INDUSTRIAL PLYWOOD. THE STRUCTURAL ENGINEER AS TO LOCATION, TYPE OF SPLICE AND A. SIZE AND LOCATION OF ALL OPENINGS. EXCEPT AS NOTED. 4. ALL FRAMING MEMBERS AND PLYWOOD SHALL BE GRADE MARKED. CONNECTION TO BE MADE. �l 1� _ B. ALL INTERIOR AND EXTERIOR FINISHES. 5. FRAMING MEMBERS SHALL CONFORM TO THE FOLLOWING GRADES: Q �; 6. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE STUDS . . . . . . . . . . . . . OF-L, STUD OR BETTER •�. l L FOLLOWING: PANELIZED ROOF SUBPURLINS DF-L, N 2 OR BETTER SPECIAL INSPECTION cD A. PIPE RUNS, S_EEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, PLATES . . . . . . . . . . . . . . . . . . . . . . DF-L, M 2 OR BETTER ---- ETC., EXCEPT AS SHOWN OR NOTED. 6. 1997 UBC TABLE 23-11-8-1, NAILING SCHEDULE, SHALL GOVERN UNLESS 1N ACCORDANCE WITH UBC CHAPTER' 17, THE FOLWING TYPES OF WORK .REGUfRE B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. MORE RESTRICTIVE NAILING IS INDICATED ON THE PLANS OR DETAILS. SPECIAL INSPECTION AND STRUCTURAL OBSERVATIN UNDER THE DfREC'ICN F C CONCRETE INSERTS FOR FIXTURFS. 7. SILL PLATES, POSTS OR STUDS BEARING ON CONCRETE OR MASONRY SHALL THE ENGINE R OF RECORD. SEE "THE SPECIFICATIONt xlr- 7. D DRAWINGS FCR D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BE PRESSURE TREATED. ADDITIONAL REQUIREMENTS FOR INSPECTION AND TESBOLTS FOR MOTOR MOUNTS. 8. BOLT HOLES IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE BOLT,METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE DEPENDING ON BOLT SIZE -- T- ALL RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE 9. BOLT HOLES SHALL NOT BE LESS THAN 7x DIA. FROM THE END AND 4x ITEM PER CHAPTER 17DESCRIPTIONALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY DIA. FROM THE EDGE OF THE MEMBER, UNLESS NOTED OTHERWISE.OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 10. PRE-DR.LL NAIL HOLES WHERE NECESSARY TO PREVENT SPLITTING. 1. PLYWOOD NAILING AND STRAPPING pERIOD:C 8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT 11. EACH GLU-LAMINATED MEMBER SHALL BE STAMPED WITH AN IDENTIFYING SHEATHINGPLrwOGO SHEATHING ---� THE FINISHED STRUCTURE. THEY OG NOT INDICATE THE METHOD OF NUMBER AND SHAD BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES CERTIFYING THAT THE MEMBERS MEET THE 1997 UBC REQUIREMENTS. SUCH --- NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND VISITORS DURING CERTIFICATES MUST BE MADE BY AN APPROVED AGENCY OF THE A P.A. CONSTRUCTION. SUCH MEASURE SHALL INCLUDE, BUT NOT BE LIMITED TO, 12. GLU-LAMINATED MEMBERS SHALL BE A COMBINATION OF 24F-V4 (DF-L) BRACING, SHORING FOR CONSTRUCTION LOADS, ETC. VISITS TO THE SITE INDUSTRIAL GRADE, AND EXTERIOR GLUE, UNLESS NOTED OTHERWISE ON BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE ABOVE PLAN. ITEMS. 13. ALL SUSPENDED LOADS FROM SUBPURLINS ARE PROHIBITED WITHOUT PRIvR 9. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS APPROVAL FROM ENGINEER. UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL 14, ALL HANGERS, POST CAPS AND BASES ARE BY SIMPSON OR APPROVED ENGINEER. EQUIVALENT. PROVIDE SIMPSON (OR APPROVED EQUIVALENT) HANGERS FOR 10. CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE BEAMS, JOISTS, POST BASES AND CAPS FOR COLUMNS UNLESS NOTED DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/ ON PLANS AND DETAILS. ��I1 o1eQ �e BRYAN SAKLOFSKY OR BRACING WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. (�,.��� r ;• . � .l T+�PP11Qol' 11. WHEN A DETAIL IS IDENTIFIED, THE CONTRACTOR SHALL APPLY THIS DETAIL �U I �. •• ..••••••'•• M CMD' FC IN ESTIMATING AND CONSTRUCTION TO E .MMIla:4:M:aLi6l alasERY LIKE CONDITION WHETHER } zzz 7- =ray✓ 'O'� lIWd3� TENANT OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. pagl,�'O `ff'0m 641 NuO JOS IMPROVEMENT l ; POAM4dr Alicuoa!G=OQ a-,n ppn0 auvoll :10CENTE O AlIQ LINCOi-N CENTER 0 0 0 4 0 I I <cl < V - ExIS ,NG 2x TL 0 1AALl EXIST BRICK VENEER, � D 2A 3 REMOVE & REPLACE 51 S1 I ---EXIST ROOF SHTG 9'-0•' 11' 6" SIMPSON LSTA3O STRAP, TOP & BOT1 EA EDGE, EA FACE , FIELD VRFY FIE t D VRF Y I a c• '�f�� if r'1 S 1 ti ROOF I - 4 SIMPSON MSTC40 STRAP, TOP Okt:GUN �� y S 1 & BOTT. EA EDGE, EA FACE I \ 1 f 10d 0 3 112" OC �q\e /- EXISTING 1/2" ACA SHTG HEADER & BRACING EXPIRES: 12�3i 00 / W/ IOd 0 3 11'2" AT PER 4/S1 T 2'-3" � ?'-3" 3'-0" io 3'-O" SHTG PER_----_-___.._ NPER2/51 c MIN VIN MIN I MIN EXTERIOR FACE NEW io .1. 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