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10260 SW GREENBURG ROAD-4 `1 GENERAL NOTES F f EN������,! QUALITY ASSURANCE GENERAL k 1 . Testing laboratory shall submit reports indicating 1 . Perform construction and workmanship i.n compi lance with results and observations of tests and inspections and contract documents and 1997 Uniform Building Code (UBC) . stating compliance or noncoipllance with contract Seismic Lone 3. r,• documents to Structural Engineer and, upon request , to Design Wind Speed 90 Inph; Exposure C. ► Governing Code Authority. Contractor shall reimburse Owner for costs related to tests and inspections of 2. Governing, Code Authority: Department of Community unidentifiable materials or materials furn'shed without Development , City of Tigard, Oregon certified luboratory test reports, materials found deficient after initial tests and inspections, or 3. Structural drawings, as part of contract documents, materials replacing deficient materials. See indicate information sufficient to convey design intent . \ Specifications for additional te-t and inspection if errors, inconsistencies or omissions are discovered, ✓ ` requirements. promptly notify Structural Engineer before proceeding with work . 2 Testing laboratory shall pre. ;du special inspection, complying with UBC Section 1701 (unless otherwise 4. E'4i9ting structural drowings for the Lincoln Tower o; noted), for the following: prlJert , prepared by Mackenzie/Saito dr Associates, A. !nstollot !on of fiber reinforced plastic wrapping of Portland, Oregon, dated October 16, 1987, including all concrete columns. addenda and revisions, are a part of these contract 1 documents. A deputy Inspector shall continuously observe all , aspects of preparation, mixing, application of 5. No portion of structural related work, including shop �. materials, and compliance to specifications, including drawing development , shall be performed without the following: considering requirements of contract documents in their entirety. For example, , ofer to architectural , A. Material container labels mechanical , plumbing and electrical drawings for silo B. Mixing of epoxy and location of openings, penetrarions and embodiments C. Application of epoxy to the fiber for ducts, piping, vents, conduiie ^nd other Items to be D. Surface preparation Incorporated in structural work. E. Curing of 6. Details and schedules indicated as "typical" may not be 3. Testing laboratory shall perform sampling and testing of specifically referenced on drawings . Determine wh.tre cured composite per Construction Specifications, Section each typical detall or schedule applies before 3.05. proceeding with work . If conditions are found whi%-.h are not specifically detailed and no typical detail or schedule applies, promptly notify Structural Engineer . 7. Conditions shown or rioted as existing are based on best information currently available when drawings were prepared. No warranty is implied as to accuracy of FIBER REINFORCED PLASTIC (FRP) WRAPPING C 1 1 0 these existing conditions. 21_8„ 1 . Only qualified applicators, trained and certified by S. Take field measurements and verify field conditions and manufacturer , shall install FRP products, compare such measurements and conditions with contract 9 documents. If errors, inconsistencies or remissions are 5 2.. Provide 1' (+ 0.25") radius on all column edges by discovered, promptly notify Structural Engineer before to either grinding or applying Tyto WS Epoxy coving by proceeding with work. means or trowelling. Tyto WS to cure for a minimum of 12 hours before inwtalling the Tyto SEH System. 9. Contract documents represent the finished structure. Unless otherwise shown, they do not indicate method of 3. Broom clean column surface. construction. Provide construction means, methods, techniques, sequences and procedures as required. \ D _ .__, 4. Apply a prime coat of Tyto WS Epoxy Provide adequate excavation procedu as. shoring, bracing and erection procedures complying with nationol , stater \ 5. Apply Tyto SEH System per manufacturer 's specifications and local safety ordinances. °rQ and follow Quality Control Manual of Fyfe Co. ' 10. Observation visits to site by field representatives of Structural Engineer do not include inspections -)f 6. Apply one prime coat of Tyto A Paint . construction means and methods. Observations performed / by Structural Engineer during construction are not continuous and detailed inspection services which are performed by others. Observations performed by 'b Structural Engineer are performed solely for the purpose o / / 1 T I of determining If Contractor understands dosign intent / conveyed in contract documents. Observations do not co / guarantee Contractor 's performance and are not to be Z construed as supervision of construction. c3 11 . Modifications or substitutions: design, materials, C) / equipment and products other than those indicated or 9pecltled may be considered for use provided a written / request , subject to review, is submitted to owner , CA) --_ _ _ Structural Engineer and Governing Code Authority prior to Its use or inclusion on any shop drawing. y` 12. Shop drawing submittals: A. Review and stamp shop drawings prior to submission to Structural Engineer . Review for completeness and compliance with contract documents. B. Submit shop drawings to Structural Engineer as Indicated or specified for review and acceptance prior to fabrication. Review will be for general conformance with design intent conveyed in contract documents. tQ C. When an engineer is required to vign and stamp shop tQ drawings and calculations, ensure seal indicates N.T.S. engineer as registered in state where project site • occur 9. I B U I L D I N G D. Shop drawings aro not a port of contract documents. Therefore, Architect 's (Structural Engineer 's) C review does not constitute an authorization to sesta CF) deviate from terms and conditions of the contract . E. Shop drawings will be rejected for incompleteness, lack of coordination with other portions of contractLOOLOM T aTFAET documents. lack of calculations ( if required) , or where modifications or substitutions are Indicated L I without prior review per paragraph above. /N F. Submit shop drawings and calculations to Governing --`--- --� O Y P Code Authority when specifically Indicated or O requested. G. Maintain o copy of all shop drawings accepted by q U � Structural Engineer at site during construction ° BOTTOM OF (E)BEAM \J period.`✓ H. Structural Engineer requires 10 working days after O receipt of shop drawings and calculations for ° processing. _ -- 2 LAYER (0.10") SEH51 TYFO SYSTEM � � O W U Q ° PER ICBO ER-5282 J r -- -- - ° ° ---- TYP. 1/2" MAX. GAP 4 ` r, ) STRUCTURAL OBSERVATION asp e �° /1--- PROVIDE 6"MIN. OVERLAP � 1 . Structural observation is required for the structural U system in accordance with UBC Section 1702. Struc+.ural Cc `.J U observation is the visual observation ofthe elements ss� J /' and connections of the structural system at significant PROVIDE C ° MIN.3 NORTH construction stages and the completed structure for ° /4" ° general conformance to the approved plans and 0 (0 RADIUS ON ALL specifications. EDGES OAK ffrFtEET the responsibility rfor uthe rol inwaiveservation does not inspections required of the UJ C14 V - _-- Building Inspector or the Deputy Inspector . r ° >< DE IPTIQN OF BUILDINN AT LINCQLN CENTER 1:5 TYP. 2 LAYER .° 2. The Owner shall employ a Civil or Structural Engineer to perform the st•uctural observation. The Engineer shall �VQV��/�� a ° e A be registered or licensed in the State of California. U t ° a w V) ° APPLICATION TWO UNOOLN NORTH-WL& 1 11.1111,1110011.1114 The Department o" Building and Saf et y r ecanmends the use N ° Z THE UNOOLN �p�n of the Engineer responsible for the structurcl design 1_ - O when they are independent of the Contractor . bl ° ® n 1 ° 3. The Owrer or Owner 's Representative shall coordinate and f ° 4 O t� LINOO EAST call for a conference between the Engineer responsible Z for the structural design, Structural Observer , ° SEE SHEETContractor , affected Subcontractors and Deputy '�//�� /0 NEp.NiCOWFNFJ PARKNiQ>'�T48lCTURE �q - © Inspectors. The purpose of the conference shall be to Cal V S4G wt ,T,OWEVO' identify the major structural elements and connections J W that affect the vertical and lateral load systems of the ° n OW(O� POP�MplRRl.1CT11}E structure and to review scheduling of the required " Q -- I `:/ 1"=250' observations. A record of the conference shall be Z included in the first Observation Report submitted to W ° S I T E P L A N the Building Inspector . 5 a 0 • 4. The Structural Observer shall perform site visits at (a. W a: °a those steps in the progress of 'he work that allow for 10 - -- (E)COLUMN correction of deficiencies wittcut substantial effort or W I ° uncovering of the work involved. At a rninimum, the (� following significant construction stages require a site O visit and an Observation Report from the Structural C. 1".". TOP OF (E)SLAB Observer : ° a°A1 to iia �9 6ep I CONSTRUCTION STAGES ELEMENTS/CONNECTIONS TO BE 6lfre2 Cm OBSERVED W D A. Fiber reinforced Concrete columns 11"_ Q W SW ' on Foe A �`- --- - plastic wrapping Z TYPICAL 2 LAYER RECTANGULAR 21 - Z s _ ch t 0 ) -- - radle Carne , T- -• 5. The Structural Observer shall prepare a report for each ( fiW_Ge esti-t - significant stage of construction observed. The or lginal L - COLUMN ELEVATION °�, � of the Observation Report shall be sent to the Building < 1 -0" r _ 1 /-• C'► SwChes utst Inspector 's office and shall be signed and sealed (wet W Z y stamp) by the responsible Structural Oboerver . One copy s fiord of> t -- -- a} the Observation Report shall be attached to the W TYP. STRENGTHENED COLUMN DETAIL 6 __ s Lchm�n6l r _ approved plans. Copies of the Depart shall also be given Z 4 _L-orel St to the Owner , Contractor , and Deputy Inspector . C outfit 5. A final Observation Report must be submitted which shows _ that all observed deficiencies were resolved and the I� S Id TSL structural system generally conforms with the approved 0 SW W,9715 - �•-�-- plans and speci f icat ions. = BUILDIN _ INFORMATION I awaskSL is I - 7. The St-uctural Observer shall send the original report > W Pirl St �l to the following Inspection office: Owner: KNICKERBOCKER PROPERTIES, INC. XXIV ShA- SwEpr_ St__,_ k�1 __ Bu I I d i ng Inspections I 7' SW oro(; City of Tigard Job Address: 10260 SW GREENBURG ROAD, \ ' Department of Community Development f13125 SW Hall Boulevard TIGARD, OREGON 97223 - _ Tigard, Oregon 97223 JOB NUMBERmar c� Occupancy � b re�ton_ p air _Group: B ) o , 1 _ _e5 96-13209K k Building _g.�d€c __ w.� tie - Use: OFFICF - Type Of SwT els�.a Ail td 1 Constructicn: ( I ) -�.... �j +� SHEET NUMBER tb wq co zinc. .OWN PROJECT SITES1 -- aura Rd. 10260 _ NONE BUP99.00396 NONE of 4 BUILDING INFORMATION 5 VICINITY SIA A P 1 i OF 4 SHEET I Mill NOTICE IF THE PRINT OR TYPE ON ANY III Ili II III III III III I I III III III I I III III III ,II !II III III I i l III iIII III iI6 111 1111 III i14lIIIiII_I�III iI II iIII iIII iI41M__61 1III i111�11111.11 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 1 1 � 9ILI _ IT IS DUE TO THE QUALITY OF THE _ _ _ No 3b !I':# ORIGINAL DOCUMENT (( t1i �8f3��G G�]L 9L �Pl 6�L S11SC I�L OZ tt9[ Lh9i 41[ l9 9II IIIIIIIII illllllllllllllllll II I1�1111 IIIIIil111111i II III IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII Illllllllllllllll11 Illilllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII III III�IIIIIl11111111IIIIIIIIIIIIIIIIIIIIIIWLIllllI1111111I�lI�IIIIIIIIIlil1111�1W II IIIIN111 i D AIN EBUN • ,• l E E��E��� 12-31-q1 2 Q I4 IIIIIIIIIIIIItIIIiIIIIfIIIIIIIIIII1I6IIIIIIII!IIIII(IIIIfIIIIIIIlIIiII I I IIIIlIIIIIIIIIII1III-----_---__-�_--��--=e-_—.-_---_- IIIIIII(IIIIIIIIIiII tIIIIIIIII�IIIII7IIIIIIII!IIIIIIII(IIIIIIIIlIIiIII I II IIIIlII�IIIIIIIIIII 8 IIIIIIIIIIIIIIfIIIIIiII�II I_(1lIIIIIIIIIIIIIIIIII --�—--—-_ -_>IIII iI II III 1-----______,• -- '-------_ --- ---�I,II1II-I(II(I III O I I II IIII1II 1IIII-- • .---_-- -II II \----�^��•�A�°`Nr�N�aa��,p i',Io•,' I I _ l `�2IIII I II{I!�---——(OI1IIIIIIIIIiIIIIIjI�II1IIIIII3IIIIIII!�II IIII1IIIIII�iIIIIII�I - -IIIIIIIIIIiIIIIIIIIIIIIIIIIlIIIIIIII�IIIIIIIII!IIIIIIIIIIII IiIIIIII _ -��1IIIIIIIIIIIiIIIIIIIIIIIIIIIII!IIIIIIII7IIIIII1IIIIIIIII IiIIIIIIIIIIIIIII I tII IIIII IIIIIIIIIIiIIIIIII-1II IIIIIII1I1IIIIIIrIIIIII1IISIrIIIIIIIIIIiIIIIIIII1IIIII II 1II 1IIIIII 9 _-_---- - -�,IIIITIIII1IIII , I I}lI0 204'-4 204•_r -1" 28' -Cf 20'-0" 20'-O20'-d 20'--d 20'-015'-d28'-d 11'-I 28' -0" 10'-T 0-0 0-0 20'--0- 15'-d 28'-0' II IjIFIII I— -11------'- -- - 9 -+ II II -\- -hh�n��a°N�aaaN CO. aIf In — CCDC - 1 ,.. IT o8-'- (75 z�Jm N 5 CN � o 1m _a INDICATES COLUMN TO BE RETROFTEDPER DETAIL 6/S1 INDICATES COLUMN TO BE RETROFTED PER DETAIL 6/S1 REFERENCE REFERENCE NORTH NORTH 1 -Cl 1/1e" 1'-d 4TH FLOOR FRAMING PLAN RETROFITTING SCHEME D 2ND FLOOR FRAMING PLAN RETROFITTING SCHEME B i co; ' Gft�'1 �mmC'CIi A �) 7 Lu 204'-8' 204' B' 11'-8" 28'-d f0-0" 20-0" 20-d 20-0" 20-0' 20-0' 1S -0" 28-0' 1f -IY 128 -Uo'--d 20 -0" 20'-0" 20 20 -d 2a-o" 15'-dze'-o' 1t'-i"1y co .O Luo N EAVAVAN %oi � !t/1-0 A _ I _ II - U� 7 T i - W(n in a:c i — �e 0.,� --__ ----- W zQ(C Q� .V- -C cc ICL a W 20 co LL 411111111111111111 co � JOZJW INDICATES COLUMN TO BE RETROFITTED PER DETAIL 6/S1 INDICATES COLUMN TO BE RETROFITTED PER DETAIL 6/S1 REFERENCE REFERENCE NORTH NORTH JOB NUMBER 96-G209K SHEE1 NUMBER oR1 o" b10260 BUP99.On396 2 of 4 3RD FLOOR FRAMING PLAN RETROFITTING SCHEME IST FLOOR FRAMING PLAN RETROFITTING SCHEME 2 O 4 r NOTICE: IF THE PRINT OR TYPE ON ANY II1f(I I11 1 11 11111111111:-- lill IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE N,Je- rl - t I + I I d ORIGINAL DOCUMENT �z � I'l, ',IIII III(lIIII 11111111 IIIIll1III11111111t111111► 11 ►IIII11 Ill11'I'l ��I��I�l��ll�ll►�lll�ll►�Ill�llll�III�IIII SII► �ll�llllll�l� s�t�I�IIIII�N�► D PR rf,r r ON 3 -- 1��I1-!----'-_-—191t"Ii-II-'I!I--Il-IFII!I i1-g.'4fIIItI!-I_IttlII-Il!I!--_.--__-__- -_-`--__---—----_--_��I I I I------II-I I I JI.._■.-.j-1I1I!.I i�!iI,.IiI IIIII lIIiIII II l!tI-I i!■I.l I r.�1II!I1II!II I_+IIlII_!a-I,'I1IiI!I-I{ II1 I IIIIiIIIII IIiI I-I II!IIt1I--IIIIIIIIII II II 1 I iII1II_---_----___--_•-__IIIIIiIi II!I!IIII 1IIiI ---}I II!I I I 1I It111 I-►►�Ir9-I-I-I-li_-lIt l—_ll_Ill_l_.Il.!lII�--Il11lIl�_l--__'l-l-�I��N-_�lv^�.►'I��,aI,,DIp'11-'-Il0_-l�- l-l���w�'�°��'-_Nl''l II_►II_II-I�I�-I__IC(�gI��.+!li���__CIl�_cI-.l�1�-i l�llll 5►IllI.� II �lllI��Llll IIIII11L1IIli1101llLllLll_�ll8ll'6l�l l�l II�8I1f t����_ill_LlI—l�t�_���Ii►�gI�,f tI1�.�6� IIIQI11t11�Ii�ll6ll—lI—l�—�� II_II.A�_!►I!.i.�!��I!III�III1�111111��1f�lLll�-fIll�l!II �I�I�II���I I�►�(L_._i -19-aI 1_----1t9I-1�I-__'---1 9 1-"IIIIII-♦-►I—I_IIIi III I! !I+II�lIII�I IiB!I I 8/-I-J--I_-,—I-,2G III■i-I I-II II_-_-III1I1I ItI II III!IIli_II1_II I---(-_ III1II�-II!iIIII1IIII�II-III 61I`-I -iII+i!IIIIIIIIIII I I7---___------_ J 28'-0' to'-(r 20'-0 20'-V'-7---- 0'-0' 20'-0" ' 204'- ' 28'-d 10'—t7 '20-0' 20'—d 20'—d �1Iii+III-I1II-IIlII!+II ` 1 Ela 5--'---II0I!I I I' 28'-Cf 8'-0' - Ir II - -IIII-III ; I-I IIIIII I I I I--I II 1II�fI1II I I-I-1 +p► f- - c Al � C-J-'p. J t W�V�OOQ��rC o 1 rc� '9m�v C� c ; -; II N uj INDICATES COLUMN TO BE RETROFITTED PER DETAIL 8/S1 REFERENCE INDICATES COLUMN TO BE RETROFITTED PER DETAI NORTH REFERENCE NORTH 8TH FLOOR FRAMING PLAN RETROFITTING SCHEME 6TH FLOOR FRAMING PLAN RETROFITTING SCHEME '. - coBO 0 2 _3 4 7 f0 204'-�' W5 7 Q10 28'—d 10—d 20'—d 20',7 —0' 204'—� 9 0 C 20'-0' 20'-0" 20'-0" 20'-0' 15'-0' 28'-d xcc __ j - _ D 0Cry- C4 •Vna - N © VVNQ C1 � . --t 1I! If- JzQLW z La It LL 0.D aui I -T N LW ZJOUZJ ui INDICATES COLUMN TO BE RETROFITTED PER DETAIL 8/S1 REFERENCE INDICATES COLUMN TO BE RETROFITTED PER DETAIL 6/S1 NORTH REFERENCE JOB NUMBER NORTH 96-G209K SHEET NUMBER %93 Greenburq Rd.102607TH FLOOR FRAMING PLAN RETROFITTING SCHEME 8UP99.00396 OF 4 SHEET5TH FLOOR FRAMING PAN RETROFITTING SCHEME NOTICE: IF THE PRINT OR TYPE ON ANY 1,11161111111!IIII II S NOT AS CLEAR AS THIS NOTICE, 1IMAGE I 1. ITIS DUE TO THE QUALITY OF THE No ae 8 9 - cl K- 311' I ( I I St Lt t t � J8ORIGINAL DOCUMENT i1fi�l _ I II -I�- _. ,I Ullllllllfl llt��1�111�1�411► S1�WD PRO SS y i � l I N TY —_- -- - — ` 20'-d 20'-d 20'-d 20'-d 20'-d 19'-51/" 15'-g' 19' 20'-d 20'-d 20'-d 20'-d 20'-d 24X34 _ - 24X24 -� [4X24 24X24 I 24X34 ROOF -- 12X12- 12X12 12X12 12X12 12X12 ROOF 24X34 I 26X34 24X34 ROOF C14 04 rl v N N N ]cll X X X X X X X X X X NNN NX X x N Y d Y a N Y Y YX N 24X34 `'' 26X34 24X.54 12TH FLR. ri 24X34 N 24X24 N 24X24 '' 24X24 N 24X34 12TH FLR. N 12X12 N 12X12 N 12X12 N 12X12 N 12X12 N 12TH FLR_ —._ X X X X X M h N N N N N N - a d a a N N (V M It It x 24X34 N _24X24 N 24X24 N 24X24 N 24X34 M 11TH FLR. N _ 12X12 N 12X12 N 12X12 N 12X12 N 12X12 N 11TH FLR. N ( 24X34 N 26X34 N 24X34 N 11TH FLR. i N Y Y a Y N d d Y d Y X X X X X X X X X X x X X X X N X M 24X34 N 24Y.24 N 24X24 N 24X24 N 24X34 N 10TH FLR '* [ . N 12X12 N 12X12 N 12X12 N 12X12 N 12X12 N -10TH FLR. N 24X34 N 26X34 N 24X34 It N 10TH FLR. n N cdv cdv Y cdv It X X X X -- .. cV a t Y X f X X X X rN"+ 24X34 N 24X24 N I 24X24 N 24X24 N 24X34 9TH FLR, N It 12X12 N 12X12 N 12X12 N I 12X 12 N 12X12 0' — 9TH FLR. N 24X34 N 26X34 N 24X34 N 9TH FLR. _- j N i N N C14N N — r1 1V N N N N Y Y d Y r—_—a Y � aa----- - 04 X X X X X }� I X X X X N X N N CJ X M 24X34 r 24X24 -`(J 24X24 N 24X24 N 24X34 M M - 8TH FLR, 12X12 N 12X12 N 12X12 N 12X12 cdv 12X12 N STH FLR. N 24X34 N 26X34 N 24X34 N N STH FLR. C4 V 04 X X X X X N1 - I Y Y Y N cdV N N (J It N + ~ + + + � 24X34 N 26X34 N ! 24X34 N 7TH FLR. 24X34 cYV 24X24 N 24X24 N 24X24 N 24 (34 M - 71H FLR, N 12X12 N 12X12 N 12X12 N 12X12 <V 12X12 N 7TH FLR. x CK) 00 to It X X X X Y N tV N N N N �I N 00 g _ t. _-- OD 00 m \ N fF-- X X iC i( X X fD 24X34 N 24X24 N 24X24 N 24X24 ° 24X34 ,- 9TH FLR. N 12X12 N 12X12 N 12X12 N 12X12 N 12X12 N 6TH FLR. co a0 a0 I I N 24X34 `� 26X34 N 24X34 N "� 6TH FLR. N NKA N \ X X X x X X X X X X t G C14 OD N N I 24X34 N 24X24 N 24X24 N 24X24 N 24X34 °� STH FLR. N 12X12 N 12X12 N 12X12 N 12X12 N 12X12 N STH FLR. N 24X34 N 26X34 N 24X34 OD N -�''- I 5TH FLR. cli N N N V D co go co N N N CID X X X N N 7 N N�N -�--� N 24X34 N 24X24 N 24X24 N 24X24 N 24X34 N 4TH FLR, N 12X12 N 12X12 N 12X12 N 12X12 N 12X12 `" _ 4TH �'_ N 24X34 N 26X34 N 24X34 N co ") 4TH FLR. — X )NQ \ m N M N N Y N N N do m c0 Y-t � --- � w 00 x x x x x x x X X X X t0 I 24X34 N 24X24 N 24X24 N 24X24 N 24X34 �i M 3RD FLR. N 12X12 N -12X12 N 1?X12 N 12X12 N 12X12 00 `' -"� _ 3RD FLR. N 24X34 N 26X34 N 24X34 N -"*-- 3R0 FLR. OD N N N \ N N '� `� ccYyy d cYy a Y 00 g x m m \ X X I X X X X X 04 x -- I N - X _ -- to - 24X24 N ?4X?4 N 24X24 N 24X24 N 24X34 °�i - _- 2ND FLR. N 12X12 N 12X12 N 12X12 N 12X12 N 12X_12 N - 2ND FLR. N 24X34 N 26X24 N CIO ?4X34 N - `�� 'n ___-- _ I 2ND FLR. N ` 0 N co -- N 00 N N N b0 I 00 m OD J b px0 m m x oX0 \ i7 r Y I d X X X I m N n N N '� .\ 1ST FLR. N N N N N N M N \ N N �. Y ___ 1ST FIR. .. ----_ 1ST FLR. - OMIT ER AFlONLIG' - - - - - m EXTENT OF CO!1 IMN _j EXTENT OF COLUMNS AT FRAME A ONLY AT FRAME 10 ONLY INDICATES COLUMN TO BE RETROFITTED. INDICATES COLUMN TO BE RETROFITTED INDICATES COLUMN TO BE RETROFITTED. SEE TYPICAL STRENGTHENED COLUMN DETAIL ON 6/S1 SEE TYPICAL STRENGTHENED COLUMN DETAIL ON 6/S1. SEE TYPICAL STRENGTHENED COLUMN DETAIL ON 6/S1. 28X28 INDICATES COLUMN OR BEAM SIZE IN INCHES. 28X28 INDICATES COLUMN OR BEAM SIZE IN INCHES. 28X28 INDICATES COLUMN OR BEAM SIZE IN INCHES. n RETROFITTING SCHEME FOR FRAMES AT 0-l-RIDS B AND C RETROFITTING NG SCHEME FOR FRAMES AT GRIDS A AND D D RETROFITTING SCHEME FOR FRAMES AT GRIDS 1 AND 10 B -- bm 00 � C U ( 34'-1d l• 32'-6" C 34'-1d T A 34'-1d B 32'-g' C 34'-1d' `D) () 34'-10' B' 32'-6• C 34'-1d D ,-- - ------ _ — , - W ------ - I � a 24X24 24X24 24X24 ROOF 24X24 24X24 24X24 r ROOF 24X24 _ 24X24 24X24 ROOF O -- d Y d(14 NC-4 ----- d � Q a N N N N X X X X X X X X X X X X w N L- 24X24 N 24X24 N i 24X24 N 12TH FLR, N 24X24 N — 24X24 N 24X24- N 12TH f:R. N - 24X24 —� "� 24X24 - 'N'1 24X24 N 12TH FLR. It a d d a Y N N d N N N N N N N N N 1 (V d f a N N 24X24 N 24X24 N 24X24 N - 11TH FLR. N 24X24 N 24X24 N _- 24X24 11TH FLR. N 24X24 "' 24X24 ''1 24X24 N 11TH FLR. C O f0 N N d N X X 1cl, X + 01 C-14 M NX X XX24X24 N 24X24 N 24X24 N 10TH FLR; N 24X24 N 24X24 24X24 N 10TH FLR. N 24X24 ''� 24X24 " 24X24 N 10TH FLR. U ooa - - a — N C`I N N N N N N CV X >: X X n M N d d d d d d d Y X X X X N 24X2+ (`' 24X24 N 24X24 N C14 N 9TH FLR. �`' 24X24 N 24X24 N 24X24 N 9TH FLR N 24X24 ''� 24X24 '`� 24X24 9TH FLR. (N C14 CN d N El-1 1aaXX x X X N X I ,N�N 24X24 "' 24X24 N 24X24 N 8TH FLR. N 24X24 N 24X24 N 24X24 N 8TH FLR. N 24X24 "� 2�A2A _ 24X24 ---_J N 9TH FLR. O N N N — � N N N N — N a — N N — d X � f �' d d `. N N x x x x x04 1 N 24X24 N 24X24 N 24X24 N 7TH FLR. ' 24X24 N 24X24 N 24X24 N 7TH FLR. N 24X24 r^ 24X24--- ''> 24X24 "+ '1 ; FLR. KaN0 aN0 rNdc N N N \ N '10 faV - x X X x x x 1� 1 N l 24X24 N CC 24X24 N 24X24 N 6TH FIR. N 24X24 N 2.4X24 N 24X24 N .- 6TH FI.R. N 24X24 '`I 24X24 00 24X24 1 -4 , 6TH FLR. Y.I d00 w 00 X \, xCID d X X X X X X —• �( 14x24 ^' 24X24 N 24X24 N N N N N d 00 d STH FLR. 24X24 24X24 24X24 N "� " 5TH FLR. _ _ 5TH FLR. 24X24 24X24 M 24X24 go go C14 C4 C4 CA X X X \ X X X X X X x r) N N - 24x24 - - 24X24 N 24X24 N N co N N d p X d ,J /1 W 4TH FLR. 24x24 24X24 24X24 4TH FLR. N 24X24 24X24 24X24 (" 4T-1 FLR. UJI \/ C4 CA C14 00 w 0 CN C4 N 24X24 N N n N 00 ID d d CIO coI '� X .� co 24X24 24X24 ' 3RD FLR. 24x24 N ` 24X24 N . .AL4 N '�+ 3RD FLR. N 24X24 I -24X24 24X24 N "�� 3RD FLR. cJ N N N - N N N N 10 aC14 1LL d � � d � � I X X O N 24X24 N ` 24X24 N 24X24 ' 2ND FLR. �`+ 24X24 N 24X24 N 24X24 �"'r-- 2ND FLR. N 24X24 24X24 24X24 t'•f- 2ND FLR. r, d 00 0o d ._'Tt X 00 X x x I + CC x ,NC --------- --- - x �D 1 .I X ------ -- ----- ---- - °° N �° 1 N N N N M r N 1ST FC, .- N N N \ N �' 1ST FLR_ N - IST FLR. W I I I I I I I I I I i z OMIT RETROFITTING BELOW OMIT RETROFITTING BELOW 2ND FLR. AT FRAME 7 G JLY uJ [� 2ND FLR. AT FRAME 8 ONLY EXTENT OF COLUMNS EXTENT OF COLUMNS AT FRAME 7 ONLY AT FRAME 8 ONLY JOB NUMBER 96-G209K INDICATES COLUMN TO BE RETROFITT%D. INDICATES COLUMN TO BE RETROFITTED. INDICATES COLUMN TO BE RETROFITTED. SEE TYPICAL STRENGTHENED COLUMN DETAIL ON 6/51. SEE TYPICAL STRENGTHENED COLUMN DETAIL ON 6/S/ SEE TYPICAL STRENGTHENED CO;.UMN DETAIL 01. 6/S1. SHEET NUMBER 28X28 INDICATES COLUMN OR BEAR SIZE IN INCHES. 2BX28 INDICATES COLUMN OR BEAM SIZE IN INCHES. 28X28 INDICATES COLUMN OR BEAM SIZE IN INCHES. S4 __ _ /18•-1 -0 1/10 �1'-� 1/10 1 -� Greenburq 2d.10260 ""�"- -- -- - ----- -- - 8UP99-00396 RETROFITTING SCHEME FOR FRAMES AT GRIDS 5 AND 6 RETROFIT TING SCHEME FOR FRAMES AT GRIDS 4 AND 7 RETROFITTING SCHEME FOR FRAMES AT GRIDS 3 AND 8 1 4 OF 4 SHEET � a NOTICE IF THE PRINT OR TYPE ON ANY ITTI I I I I I I I I I I I I I I I I V I I I I I I I I I V I I I I I I I'I I I III III III III III I I III III III I I I'I I I III III I I III III III I I III III III I III III Ijl 1 1 1II I�I IIr I I I I I I I I r Y5 IMAGE IS NOT AS CLEAR AS THIS NOTICE. l...----I--� ---I- �'- I � IT IS DUE TO THE QUALITY OF THE _ L No ,4 ORIGINAL DOCUMFNT Illlllilll�llll Illl�lili II IIIII!Ii�IIIIAlll Iltlliul Illi�illl tlliillil Illlilill Illililil IIiIIIII I�Ii iiil Iltili�Il!Illi ilii I��i ilii Illi iill�lllililil Tui ilu�illi iIII IIIi iu�Iu�uiul IIiIiIII�UllL �llulilu�I��Q I�uluLll�uil����uu�i��IN