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Y _^!- ., { _ ` i -J., i 1 1 j - �?r•-.. _ ,if_-tee:-s� � -"""' ..•»-r-•:..�-�- .'y..-, i y �t l i .t a.--�} � — J - '� � -• ,; . ..� - ! �:.: ' :'.ti`"'°" t V TiT J 1" 'i i �- - ` _ IF� - - w - '�_ s i 1 :1 $i �. r oWtiLRaDls1'I.uXJALR •t T.l~ 4:' �� •J - Iw i~ 1 _ sg1Y .. ------- ---- ._....._._.—___--.___._-- –._.-_.._..___._...__ .......-_--_-----______-.._..w_.-___----------------'----•_... _._._ � -t _ -' .v. �.��'i' �=. :;� `� __ ��� sx- :� �-�� _w • -.�-::-•-. ._ DEVELOPMENT s 71.L 7 i COMP �NI I4 I f_ -�=-_ _.�, ; wrM�1 11 AVON,CUL[)RAD[) 1 '�- � � y . ` 0 • ER Room T5 GARA05 4 I GARAGE 3 TRASH ` ~HQA '` . .. , 4f -- -------- T6B '• ' �; ARCH1iL(T(!F RL7CJ<!Rb ALCOVE -- � STORAGE NIT 2 GUEST ! . ; 1 'RASH j '� T 1 %g 1`OR. 1 1 PARKING GARAGE 2 UNIT i AC01I f a _�_ 1 60 =_-- .- we 4 r T5 Tg2 GARAGE 1 5i OR. T53 - mmis w " !i LQZ .. , Lawlaft 1 i<f'�.31.7 f �Ydf.cbbri110 i i al 11NRI1 Ts _-_-_ _ -�nxn>1:sS_: ��.�aK- atic_ :an:�rrx -s� Mr_z�xs_— — - 1 ; {1f ��{�(I: aLSl7JtPt1L -rte- % 1 _... _-___ �...» _ _ �. - - - ''` 1 t_' .17 •f COMMAND D�:ucs,; ►1J�1r - 1; _." �'r"" "�'�'r�i I I = .. _ - _ ►�= HART LHOXMRTON i 3 I !vr Y INN S j 1 RASH NLUL OItK,moo 1 s_. 31RL:-WRAL GNe�+tICHM d4► MMS��r� J i , ' � V � - 1 I- � -�-...._k -----•--...___ _. ._ � 1 allirJ�A�iH'.AL LLI1CIRlCal1.1l�C,1NL1..R TUNNEL ! s�Py► ! ( r' r _; i IH11lA�GU►l1sR�,IVc T£1 i ; Olrs 1 f VI NG _w.*;s CoLom n F [ i - - - f © Ari j CdVIL 1llNC�V..'Ls�L- i ALPINL:13hiG1Pil11� Nri,]W j f 11�► V411,cx,anion PROJWrNUMBER: 2MW.60 too ISSUE RM ISKM DA'I! # Oa CO Dt OB 13.b4 s Fn�A[.a_ �hsr o1.a3 I 12 .ADDF.NDU`i1 1 01.12.05 MECH. RM HOi� 1 i .,. — - - --- t I STORAGE /` - ADD UM 5 05.16605 1 L I � _ 1 ] '1 + )' 1 � r ! R � �R-�QR { f s * p- - '9 ? .1 ! ! + J ' _�"! ROLE JENSEN TUNNEL N ,' FUNNEL PLAN GRID 26 TMRU 36 U EL SCALE, ^ 8" ��,�-�„ - - �. & ASSOCIATES, INC. FIRE PROTECTION . = DETAIL NOTES GRID 26 ter. • - — ,,.,,,.,�„'�, FIRE PROTI:�TION NGINLisRING CONSULTANTS THROUGH 1Y i SEE IT1A�.. S�PLY DEflll�. (SHEI�T �'PQOa). • + "'4011QN' a• •I - GRID 36 us 116iiA3• Ali, 1 ~' - -- - _ _ ...... .i,..,.,.. . .-:_- ,- ....... •:..r �!AM l+�l�flfl"6��IIi;,C. �fIMOYIIF`9tIERG 31[IE�,!1 !�0 !�I-T�! 14311 KEY PLAN P004 W a i r^ ch I���IIII�11Il�lfP�flll�lll�ll��I�I��I�I�PIII�� •U _ rr I S R E - Q INS c •Ctf 1u c E am I f x 40f O> n �c O Q V41i CJ CJ MARK NUMBER INDEX 12 100- 199 . 9" FLAT SLABS PIECE MARK KEY 200-299 12" FLAT SLABS h 300-399 . . 9" FLAT SLABS 400-499 . .. . . . . . . . . . . . . . . . MARK NUMBER 500-599 . - BEAMS 600- 699 .. .. . . . . . SHEARWALLS goo P RODUCT DESCRIPTION DRAWING- INDEX PRECAST - ; 10.OK 4 1\ 1 0 WEIGHT ;` y 1 El SUBMITTAL NO. ISSUED FOR CONSTR. � \\ DWG. NO. DRAWING TITLE 1 2 3 1 7_ 3 4 CALC REFERENCE — ' BC4 ', C COVER SHEET- • • • FINISH LEGEND , - F1 FOUNDATION PLAN GRIDS 1 THRU 10 • • ! / r F2 _ FOUNDATION PLAN GRIDS 10 THRU 19 • • •-- — - - ` ,� F3 FOUNDATION PLAN GRIDS 19 THRU 24 • • • - F = FORM FINISH �' 1 " 1. - - � BC2 �`, F4 FOUNDATION PLAN GRIDS 24 THRU 35 _ ! • i _ E1 � ` ` 1 FS1 FOUNDATION SECTIONS & DETAILS • • • L � _ � �.'� _ : - `� � �_-_-- � .- � �` �� \ `� FS2 FOUNDATION SECTIONS & DETAILS • • STEEL TROWEL �. � i- �� BC3 l 1 1 L1 FRAMING PLAN GRIDS 1 THRU 10 • • • B = LIGHT BRUSH - $. L2 FRAMING PLAN GRIDS 10 THRU 19 ! • • L3 FRAMING PLAN GRIDS 19 THRU 24 - • • i -- -- ----- ` L4 FRAMING PLAN GRIDS 24 THRU 35 • • ! • - - N 1 \ - ` OTE. A DASHED TRIANGLE INDICATES THE FINISH `-. � - � �� � -- - -- — _ r -` �, , L5 COMPLETE PLAN- CHORD STL. LAYOUT • i REQUIRED ON THE FAR SIDE. _ / 2 �' ` 5 '$ E1 SHEARWALL ELEVATIONS - E1 BC 1 +, \, (, GRIDS 1 THRU 20 ! • • E2 SHEARWALL ELEVATIONS GRIDS 20 THRU 35 ! • • — T -- - - BG3 1 BC1 BEAM COLUMN ELEVATIONS • • • v, y BC2 BEAM COLUMN ELEVATIONS - - - ! i • -- 1 1 3 BC3 BEAM COLUMN , ,� OLU N ELEVATIONS • i • 1 ` ' BC4 BEAM COLUMN ELEVATIONS • • • 'r - _ BC5 BEAM COLUMN ELEVATIONS i • • - - -- - -- �` 2 1 -- � � - rti2� - ` --- Lill S1 SECTIONS & DETAILS • • +� S2 SECTION - - ---- - - S & DETAILS • • i 1 y S3 SECTIONS & DETAILS • • - S4 SECTIONS & DETAILS • ! • `I _S5 SECTIONS & DETAILS • • ! _ w M l t S6 SECTIONS & DETAILS • • ! �1 BC5 > ~— Q i Z c1 2 E2 �� - 4 ^ _ .�� BC5 _ 1 BCS - 1 _ Bc SUBMITTAL LOG "V, BC5 _ = - 1,, DATE PURPOSE REMARKS 11/1/04 SUBMITTAL 1 '� 12/604 - SUBMITTAL 2 __ - - - - 2 a _ y+ -- — ----- L.l i i w �� ; 35 1� > a 1 M E2 = F" 1, = 21/05 SUBMITTAAA3 --- - FINAL SUBMITTAL-- -- --- - - -- --- BC4 1 o ���=�- _� � - ��. _ � BC2 h cn _ CD 3 / �� � r 30;� �REVIEWW 171 FURNISH ASCORRECTFD �+ � �, BC4 1 j ❑REJELTE[} 0 REVISE AND RES'UBN1I F / E2 :►AfM1FPEClF1El)ITEM G " S- 1 crIECU�IG cs avu'Fal GENEa.a.coNFauNANrE wFritl THE o I a CONCEPT OF THE PROJECT AND GENERAL COMILIANC'E M Il 1iE 1 Q 3 ', ! ' '\ a 1 , qq� FTfFOR.HATiONGIYEN IN 7A[C'Qry7RwCT DOCUMENTS.ANV 4, d CV i f /'J SRO"N IS St 11JEC1 to TIME at"I"hmm" OF SPECIFICATION&CONTRACTOR li 493PONUKA FOR UIt1En'loNs `T °� °� WHICH SHALL ■E CONFIRMED AN*CORRELATED AT THE EJOe,1 E �. ''; y1. \ 'A + °++ Y�v FA BRICATION MCK`i [3 AM lE - Y - 1 t 1 ` w 1 1• ��' COORDINA710N OF HIS WORK WRIT TRH ATOF ALL OTHE! 111 A U4 S: m LC AND THE SATISFACTORY PER/ORlt1ANCt 0/IILS VFORIL _ .-- BC4 —� ', —� `� � 1 `J Munroe & N � 1 1, A / 1 mow, ewe l i z ° Lj Lt,,� DATE 411 z/o BY W _ 2 �� �� PPfv� -� +SItrL. �� s� , _ 1 BC2 &1`4 Y�� t KEG PLAN - _ c, L- CO -- ■ ■ own Im ARCHITECTURAL AND STRUCTURAL PRECAST CONCRETE � �3910 IMMENSENESS 9 I `�I C) I~ P 0 f C F t RESIDENCES VAII COLORADO ULM - _ Colorado Springs Office: Denver Lfne. Denver Sales Office: 6850 W. 52nd Avenue, Suite 201 Tel: 303 940-971 5 Ph 7 f 9-390-5041 303- 62 _ w 3 323 Ph 30J- 777- 0977 � Arvada, Colorado 80002 Fax: 303 940-9717 x/4/05 �-- E-MAIL: fdg�fdgcolorad©.cam FQ'X 719-390-5564 FC)'X �j(],,,3- 777- 127Q CI 1 /Lu L /� ^f`'� �Z � � (4) 3910-8 v / VERTICAL IN WALL g r c� 1 1 � �� ^ I, 1 rr j Q � I � � 1 ! ° 1 6 1 1 � 1 I 1 � STEP r ` ' I 1 (6) 3910-R W 7" \ STEP j PL x 0'-6" H.A.S.N&140'-2" 1 5EE FOUNDATION PLAN NEW i � W/ ) 3/446 FOR ELEVATIONS I j 1 j SEE FOUNDATION PLAN VIEW FOR ELEVATIONS 1 ► 1 {1) 3910—G �1) 3910—E - �► 1 ~ f ' 9 BENT BAR STEP / p w / \ 3910—E 'f gap e/ N% I O T.o. CIP WALL I �� oe� J EL 118'-10 ' O c j T.O. CIP WALL // { EL 117-10 T.O. CIP WALL r -s•L EL 118'-O ` SLOPE _Tp`F 'b r W .o. CIP w T.O. CIP WALL EL 117'-6 EL 11T-10 % l T.O. CIP WALL rH! P. { N rr p I T.O. CIP w ~ ~ - EL 117'- 4 S PGE Ld ' T.O. CIP WALL 7 " T.O. CIP WALL _ l 2 Z ~' EL 117'-1 EL. 117'-9 EL 116'-4 ~ ` . , .. l �~ I T.O. CiP WALL T. . CIP W J 2 IT.O. CIP WALL 1 _,~ ` ' ` 7A_ CIP WALL 0 +' T.Q. CIP WALL e ► ' ~ EL 117'-O=ils" EL 116-11 EL 116 9� EL 11fi'-8" EL 117'- f , - ` ` I T.O. CIP WALL �l T.O. CIP PILASTER ` J ~ ~ T.O. CIP WALL �► T.O. CIP W EL 116'-7 4 , T.O. CIP FTG ~ ~ - •� �► SL EL. 116--IOW EL 116'-91/4" T.O. CIP W Q /� r _ -,• 01°E TOP OF WA E1. 116'-7% W EL. 1041- � _1` � 1 o T.O. CIP WALL--_ FS1 \ / ~ I ~ -- j ~ ` r yam T.O. CIP 7G EL 121 Ir T.O. CIP WALL - ~ r \— 1 T.O. CIP WALL EL 121'-�' •r. - 1— , EL 103' 121'-6' r r 4 � : 1 }� `rte � .r• I � _ _ - - �- - - - � - - - - - - � _ r. . _ _ _ _ _ ' ' r r T.O. CIP FTG T.O. CIP FTG �• ' TA. CIP WALL I 1 T.O, CIP WALL EL 10g'_ ' ' ~ ~ FS1 1 ' EL 105'- I I cri EL 123`-1" 2 ' , ' (.J 1 EL 120'- r L rr ' ` ~ � ' 1 j TA. CIP FTG i I L � L � 2 T.O. CIP WALL T.O. CIP FTG •r. ~ r 1 I T.O. CIP FTG 1 EL 103'_ 1 EL 121'- ' ' EL 105'- ~ 1 / r 1 T.O. CIP FTG EL 104'- 1 ► r r L ' ' -� _ �,• EL 1051-Cr T.O. CIP WALL ' T ! � f ' � 3 I A 1 r EL 117'- Jr r r \]�- / I ` , 1 I —1 — ~ T.O. CIP FTG ` ~ ~ rr I L T.O. CIP WALL rr ' , 1 EL 105'- rr T.O. CIP FTG l \ �- ` I T.O. CIP WALL r EL 118'-4�" I r EL. 105'- \� ,i• ,i, EL. 123'-1" r ` I ! i I L _ r _ - ---- - - •�- - } --�- - - - - - - - - - - - - - - - - - W Z 2 T�L T.O. CIP FTG L L I t� a T.O. CIP 4V�RC 1 1 r EL. 105'- , T.O. CIP FTG I r L. 123'-1 + ` — _ r r T.O. CIP FTG 1 EL 104'_ T.O. CIP FTG T T. . P ' rr EL. 104'- r O CI WALL r SLOPE rOA� � � � + ! � EL 104' G r EL 1171- 4" OF r r � r - r r �, 1.4 J r � � C) 1 1 23'_a' J 3 _rr rp I � I ` 2 ! r rJ r �S7 kS r r k 3 23'`0' r 'r WALL — — — .._ o' ' T 0. CIP SLOPE TOP OF WALL � r r EL 117'-2%m 10'_6t r 'r r r 1 _.� 2 ,4 ' �J 1f 1 1 E I 4.5 6'-2" �" o 5 "? 5•2 13.11' 13'-9�" I 8'-11� 23'-0" 27'-& " m .. . 8 s " 7 7.7 8 \ 9 U 0 N FOUNDATION PLAN N �EViEWED ❑"rL'k'.':15H AS CGK�2EC.f'�:D a C5 _ 0 as Z /� = 1 r-O" ❑ REIEC 5"ii�r;ORECZS-,-'AN ^.".,;.. .'.T O STARTING AT GRIDS A/1 AND ELEVATION 118'-3" Z FROM EAST TO WEST. gc.;.,Mav ,,: :wA;.^:. �� THE WALL SLOPES DOWN AT 1% TO GRID 13/A, ull Q FROM 13/A TO 14/A IT SLOPES DOWN AT 3%, ul `°'" °�"' �¢: 'k�. o;'.7 s ,� FROM 14/A TO 17/A IT SLOPES DOWN AT 1%, (LOW POINT AT 171A � t ,;�. +t 0 # FROM 17 A TO 26 A IT SLOPES UP AT 1 X / / Monroe.°.'ail w FROM 26/A TO 27/A IT SLOPES UP AT 3.8%, FROM 27/A TO 28.9/A R SLOPES UP AT 19�, DATE O BY Tti. �<� QFROM 28.9/A TO 31/A IT SLOPES UP AT 1.5%, = N FROM 31/A TO 34/A IT SLOPES UP AT 2.69 , CONTRACT No: V) i 04- , APPROVED FOR 3910 STARTING AT GRIDS A/1 AND ELEVATION 118'-3 FROM NORTH TO SOUTH, THE PC PLANK SLOPES UP 1 X TO THE KINK AT GRID 6, CONSTRUCTION FROM GRID 6 TO GRID 29 THE SLOPE UP IS 1 .23%, W FROM GRID 29 TO GRID 35 THE SLOPE UP IS 1.3%. -j 314105 Fl -7 � ` in I � \\ 4 f � ` 3910-E { } 3910-B , 1 (4)�CAL L 8x4x 1/2x 1'-6 VERTICAL IN WALL N WALL b a m N J 10 b 1 [ ; r--f - - r FS1 - ---I I (5) 910- o I I I I I 1 4 1 I W/ (5) #5x REBARS I � � I � I I �� • .. { II I b 11 gill 14 x b F1 I I I FS1 FS1 (4) 3910-F� r .-(2) L.5x5x3/8x1 T s I w/ (t 0) #5 KEBABS I I I f b Y I I 391 - I „ I I PL 3 8x14x1'-2" I I (6) 3910-8 f I W/ a 3 40 x 0'—fia H.A.S. I I I V J I 1 / �) / I P 3/8x14x1'- I l8) 3/4� 0'—e' H.A.S. f b I {4} I , 3910-B i C, PL 3 8x 14x 1'-r 1 b I STEP I I I ® I W/ (8) 3/40 x 0'-6" r I I N I H.A.S. 3910—G I I SEE FOUNDATION PLAN VIEW #9 BENT BAR I I FOR ELEVATIONS I g I - - -- - - ----r iv � I L3 I m Fs1 lo (z) 3910-G 9 BENT BAR + 9 BENT BAR \ / '�•� L 38x14x 1/2x 1'-6' T.O. CIP WALL I O EL 113'-11e I 0 1 + _ SLOPE CHANGE T.O. CIP WALL I U STEP ^' "~ W � � � _ s EI.. 114'-236' W T.O. CIP WALL.,. 1 I 1 Z I 1 T.O. CIP WALL T.O. CIP WALL f 1 Z J EL 115-936 EL. 115'-6 EL 11 '-5 � T.O. CIP WALL � I J I W w 5a f 1 SLOPE CHANGE EL 113'-10'� 1 I 2 I _J T.O. CIP WALL r r T.O. GIP WALL 2 EDGE T.O. CIP WALL 1 V U 1 I r FS� r � T.O. CIP a WALL T.O. CIP WALL Q EL 11 S'-0�' r f EL. 115--8w, 7 4. CIP WALL 1 Q 1 �' r r J T.O. CIP WALL EL I t4-7S� SLOPE CI�LIWGE " EL 113-91� 1r f 1 I r r r EL 114-1 EL 114'-1 Y, EL 115'-3�. r j T.O. CIP WALL 1 � � ` f T.O. CIP WALL , T.O. CIP WALL r r v • T.O. CIP WAIL T.O. CIP WALL i EL 116'-2V4 E 1 '-1 r r k r J ` I EL 114 -3b6 EL. 114'-1 EL 113'-1 T.O. CIP WALL I L 1 5 03'. � � � . L I T.O. CIP WALL. 1 EL 114}Y f -• T.O. GIP WALL r I I T.O. CIP WALL � EL 115'-11" � � + � r � � —` � T.O. qP wALL � � \ I ' ~ ` ` EL 116-0�" + 18 EL. 114'-0W ...- ,T— T.O. CIP WALL T •�• f0 CIP WALL - i I I II I EL 114'-5'� , EL 114'-,3W 1 I 1 T.Q. CIP WALL 1 T.Q. CIP FTG T.O. C1P FTG" — — T.O. CIP FTG I .0. CIP GRADE BM EL_ 114'-1 T 0. — — EL 10t'- — _ EL 102-9 [[L 102 Sr I E( ►�G + •—I T.Q. CIP PILASTER I T.O. CIP FTG k I I EL 102'-3 1 1 T k 8g', I ,. 1 f I I I T.O. CIP FTG EL. 112'-3 r r I ( EL 102 r T.Q. CIP WALT 1 P. I I I I I EL. 102'- T.O. CIP`WALL I I 1ao EL 115'-11 I FS1 I I I I EL 114 -Of� ® ' O T.O. CIP FTC I { EL 102'- I — I ' I T.O. GR. I , T.O. CIP FTC j I J I. I L_ I I , L9F I' , I L_ I T.O. CIP FTG T.O. CIP FTG II L I T.O. pP FTG P FTG T.O. CIP FTG I I --- EL 102'- , I I EL 99'-6" —I — —I J EL 10i T T.O. CIP FTG T.O. CIP FTG T I �_�j EL 103'-3' I T.d. CIP FTG EL 101'- I k I EL. 104'- EL 10w4!- 3-C 4 L l. 9Q._ T.O. GR. I T.O. CIP FTG I EL 102'- 1 EL. 102'- I I I EL Iola-.T I I � � z I I I I I I I I I N � 0 OIL T.O. CIP WALL I k I T.Q. CIP WALL � I ,.� ...- EL 116'-5%*WL EL 115'-8W" T.O. CIP WALL T.O. CIP WALL - - EL 114'-6 — + I 113'-11 SLOPE 70P OF WALL ! — — — I — — SLOPE CIiANGE — f — 3 TYP. — l I SLOPE TOP OF WALE LOPE TOP OF WALL - i I I I i i I I I I I FS1 THIS EDGE I L SLOPE CHANGE o SLOPE CHANGE — k — I + ! ` I } e- I I I 4 507--Olt 27'-q 12'-q - 17'- 23'-0 23 -Cr k 5'-1 I 11'-4�' ; 16 -5 ' k 10 -0 " 6'-10 ' ' - - I 5'-73' 16'-q 19'-6� ' 21'-5" 6'-3" I 16'-9�' 23'-0" 4 9 1� 10.5 11 12 (13 13.1 13.4 14 14.6 15 (16 16.3 Cl 7 18 18.2 Gj 0 O N LJ W N _ L 1 FOUNDATION PLAN X, L STARTING AT GRIDS A/1 AND ELEVATION 118'-3" n```'�E ' '''� ''` z Z # FROM EAST TO WEST. V U. -� THE WALL SLOPES DOWN AT 19 TO GRID 13/A, i ", Fj ut FROM 13/A TO 14/A IT SLOPES DOWN AT 3%, Q ' FROM 14/A TO 17/A IT SLOPES DOWN AT 19, (LOW POINT AT 17/A,' ry y FROM 171A TO 26/A IT SLOPES UP AT 19, : FROM 26/A TO 27/A IT SLOPES UP AT 3.$9, � W FROM 27/A TO 28.9/A IT SLOPES UP AT 19, ° an'rr: 4(Oe e�,., ex l�l.tl.i+L c� n FROM 28.9/A TO 31/A IT SLOPES UP AT 1.59, o � = N FROM 31/A TO 34/A IT SLOPES UP AT 2.69, coNTRACr No: 04- Z STARTING AT GRIDS A/1 AND ELEVATION 118'-s" 3910 0 FROM NORTH TO SOUTH. U THE PC PLANK SLOPES UP 19 TO THE KINK AT GRID 6, � 3 FROM GRID 6 TO GRID 29 THE SLOPE UP IS 1.239, CONSTRUCTION LV FROM GRID 29 TO GRID 35 THE SLOPE UP IS 1.39. 3�4f05 � F2 uj / VERTICAL IN WALL 3910—B .Vz • im i � o ILU (4) 000, VERTICAL IN WALL i r / c 1 I I Q I I I i I m I I io I ■� .. (04 N � ` - - I (4) Q I 391 O- CL PL 3 8x14x1'-2" W/ 8) 3/40 x a'—I` HA.S. I I i I " i STEP 15 i 1 I I ® I I I I i 1 I .000 I I I I I to I I I 2° i (2) W SEE FOUNDATION PLAN VIEW \ c1 I I (S) 3910—B I I 3910—G FOR ELEVATIONS \ �9 BENT BAR I PL 3 8x14x1'-2" I • I W/ �} 3/40 x 0'-6" H.A.S. I i I I i F$1 � i I I 8 i rr nn I I I I I I I D 391 a—E I I 0 \L 8x4x 1/2x 1'— ► /' I I (2}�MFMT I 1 N BAR T / $ / wool 000, LLI / T.O. CIP WALL , T.Q. CIP WALkj, SLOPE CHANGE _J Z / STEP , EL 115'-113' 1 EL 116'-21'¢' 2 / 1 , 0 J T.0. CIP WALL / T.O. CIP WALL � � T.O. CIP WALL � T.O. CIP WALL Q EL 115'-OYi 2 K1,I)GE ,\L T.O. CIP WALL 1 EL 115'-73�' EL 115'-.-..0& ! EL 116'-4�i I F- I / T.O. CIP WALL 3Y4 , T.O. CIP WALL WALL f EL 115'-0' T.O. CIP WALL 1 r .r ° , EL 116'-i l SL W4N TOP EL 115'-3'/4" , I T.O. CIP WALL OPEC GE T.O. CIP WALL r T.O. CIP WALL EL 115'-$._ ,_ . 22 \ \ T.O. CIP WALL EL 114 6'� r Q. 115 43� FS2 T.O. CIP FTG , I \ — ,.— � — T.O. CIP ALL FTG EL 101'- + `� EL, 116'-7'/4 I 1� � EL 1031- T.O. CIP 11 WALL 4'- TT'— �' •�— aT' 1 -• i ! 'i• I i I I I T �-I I I r � T.O. CIP WALL I I ® I i I I � I �- EL. 113 -0'� I T.O. Cl FTG L - l I I I I T.O. C1Pi FTG L — L I T.O. CIP FTG L — T.O.�1.4 — I L- T.O. CIP FTG EL 103-Ir LL EL 102'- ! ---- I I I I I � T.O. CIP WALL I fL 103 - I I EL. 102'- I T.O. CIP FTG I I T.O. GP FTG I I I � EL 114`-5 ' EL 102— T.O. CIP FTG EL 104'— %o I T.O. GP FTG FS1 ! ! I ® I ! ! EL 104'- i I 1 I I 7 I I I I I I I I I 1 — I� 1 I I —I 1 4 — I I •. --- - -- — - - — j T.O. CIP FTG T.O. GR. BEAM I I I 1 I T.Q. GR. BEAM I ' caa i T.O. CIP FTG L — — T.O. CIP FTG EL. 102'-- I — ' ! } o —a �EL CIP FTG T ! —..I — I I EL 102'-6' — —! I EL 104 ' L J I ! i EL 102'-0' i EL 101'-0" 102'-- I T.O. GR. BEAM! TA. CIP FTG ' — T.O. GR. BEAM I —I ' ! I EL 102'-6" I EL 103'—Ir EL. 104'-0" I , i I I I I 12'-241- I I I I I I .0. CIP WALL ! IF 0 fP WALL T.O. CIP WALL T.O. CIP WALL T.O. CIP WALL EL f 16'-1 EL 116'_2 r EL 115'-3Y" I I I I I EL, 116'-6%* I I I 1 I I I I I I I I �8 - r — .,— •� — — --- — _....` SLOPE TOP OF WALL � 3 TYP. — — � — -- --- — — — — — — — — •�-- — — — f -- � F2S1 � FS1 THIS EDGE I I SLOPE CHANGE I I I+I T_0_ CIP WALL I EL. 117'-2 LL- 23'—C" 23'-0" 5 20 1 " 11 9 ° T-111' 5 2 23'-0" 23'-0' 6'-0" 21'-1Cr 7'— ! m 8 19.5 20 (21 22 2. 23 3. 3. 3.4 24 (25 5. 26 6.3 0 o c N 111 N IT m r1 v J r,.•. cn n<Q c� FOUNDATION PLAN STARTING AT GRIDS A/1 AND ELEVATION 118'-3" x: � °: + '-` :" ~ ; v << 1C.�Sf] FROM EAST TO WEST. A 4 1 V A — 1 8 1'-0„ t s Y T a ti THE WALL SLOPES DOWN AT 19� TO GRID 13/A, Q FROM 131A TO 14/A IT SLOPES DOWN AT 3%, r ry FROM 14/A TO 17/A IT SLOPES DOWN AT 1%, (LOW POINT AT 17/A FROM 17/A TO 26/A IT SLOPES UP AT 1 X, :,...w .; ,.. 0 FROM 26/A TO 27/A IT SLOPES UP AT 3.8%, hior.rce & Newell FROM DATE-_ SY f4•h�E1C /� �-- FROM 28.9/A TO 28.9/A 39/A IT SLOPES UP AT 1.5%, -- c �V 0 FROM 31/A TO 34/A IT SLOPES UP AT 2.6%p CONTRACT NO: 04 - 0 STARTING AT GRIDS A/1 AND ELEVATION 118'-3" APPROVED FOR 3910 FROM NORTH TO SOUTH. THE PC PLANK SLOPES UP 1 X TO THE KINK AT GRID 6, 3 FROM GRID 6 TO GRID 29 THE SLOPE UP IS 1.23%, CONSTRUCTION LiJ FROM GRID 29 TO GRID 35 THE SLOPE UP IS 1.3X. � 314105 F3 \ (1) 3910-E 1 I FS1 \ L 8x4x1/2x1'-E �v K / : 1 1 2 E 10 - � (2) � � � ` ( ) 91 -C f1 L 5x5x3/8x1'-0" / VERTICAL IN WALL I N W/ (5) #5 REHABS ' Lu ' I 24 (4) 3910-F 2 (2) L5x5x3/8x 1'-0" STEP I I ! I � I I , W/ { ) #105 REBARS y I SEE ON PLAN VIEW I I `° I FOR ELEVATIONS � N I (5) I PL Y8xl4xl'-T w/ ) 3/40 x 0'-6' H.A.S. . I I � to 11 I I a 1 I I � I 3910-8 PL 3 8x 3 4x 1'-2" / w 8 3/40 I ' I (8) x 0'-6" HA.S. 6 I STEP Fs1 I ( � Z I N 3910-B (1) z 1 1 3910-E L 8x4x1/2x1'-6"1 I I U Q 1 9 BENT BAR \ 1 W I I SLOPE CHANGE T.O. CIP W I I B I QPE SOp OF WALL T.O. CIP WALL � \ SLOPE CFfANG EL 118'-111/4 T.O. CIP T.O. CIP WALL \1 _ 1 T.O. CIP WALLA. -NP. EL 119'-3p T.O. CIP WALL FS1 4 T.O. CIP WALL T.O. CIP WAL! T.O. CIP WALL EL. 118'-3 � EDGE EL. 119'-7y4 (1) EL. 116 - �4 EL 117'-4%4 EL 117'-5%. EL 117'-9U' T.O. CIP WALL E 1 - SLOPE CHANGE 1 CIS T.O. CIP WALL T.O. CIP WALL EL 119'-9�4 T.Q. Cop WALL r n T.O. CIP Wp,!! EL 117'-6 1 EL 118'-1 EL 119'-2 — — — — I 9 BENT BAR `J / WALL T.O. CIP WALL T.O. CIP WALL _ SLOPE CHANGE EL 117'-21/z pE SQP EL 117'-4 T.O. CIP WALL r -- EL 119-9 a I ' \ EL 1 t 7'-5'/s �� f � � � f � � � \ EL 117'-10� :E,.00IP WALL \� �� \ — L 3910-G r T.O. CIP WALL s FS2 T.O. GIP WALL 117'-21W \ \ \ T.O. CEP WALL — � ® I e r r— \ EL 117'-10• — I l T.O. CIP FfG / �I w,�' \ EL. 116'-T/� \ I EL 118'-23�'� r f_.. I ' 0 CIP PILASTFR T.O. CIP WALL / T.O. CIP WALL • _ EL 117'-11 EL 118'-1 , , I I I I I 1 ---` -- l IP WALL _ I EL 4,1 - �- ^ 1 - - - -I- - - - I _ _ - - - - - ^ - - _ _ - - - - _ _ _ _ _ 0 I 4 } T.O.T4 _ _ - - - -- - 'E \ r T.O.-C FP WALL �.� - C , / J I I EL. 117'-04 'I• _ �, - - �—' I I I \ •`• ' 2 \ EL 116'-Tf: I I I ~ } L I — T.O. CIP FTG \ T.O. CIP FTG _ _ _ •I• _ T•0. CIP W L ` ® r I I T.O, CIP FTG EL 10fi'- B 0 • _ _ _ 116-111/x I T.O. CIP FTG EL 105'-8' I T.O. CIP WALL , � r — J EL 104'-9 I I { I I EL. EL 105'_ I I ® I ' I T.O. CIP WALL T.O. CIP FSG 118 -2' I to _ TA. CIP FTG I I ® I T.O. CIP WALL I I I EL 119'-61/: I T.O. CIP WALL EL. 104'-� I r EL. 103'_1 I T.O. CIP FTG 1 II I — EL l FS1 EL 119'-61/4 J I _ W Q 4 T.O. CIP WALL I 4' T.O. CIP WALL 12Q'-_4>_,4 FS1 EL 120'-4>,,• I _ 1-- - :l - 1 I I I ! I I I 1• I I I I EL 1 z5'-9W' T.O. CIP FfG T.O, WALL NOTCH I •,• _ - _ - -� ^ ^ I I L— t T.O. CIP FTG ,, i _ T.O. CIP FTG I T.O. CIP FM I \ EL. 105'-C I EL 105'-� EL 106'- t g•_ t EL 11T-11f�' ' I E EL 0 T.O. CIP PI \\ T.Q. CIP FTG f T.O. 012. SEAM �J ,O. CIP FTG EL 105'_ f EL 118'-3 I I y I I I Y.Q. CIP FTG \ I EL 104- L I •, 1 Q4=- I I I I EL 106'- I I 1? \ I W I 4 I � � I \ { I I I { \ a I I l 102'x11° [SECTION 3/FS1] I I 45'- [SEC1IoN 15/FS11 \ T.O. CIP WALL ' ' p a ( ) (16) 391a Ht 8x8x3& I I E f \ I ' 12'-2 I EL 117 - ° T.O. CIP WALL r ' T.Q. CIP WALL TA. CIP WALL i E I NORTH FACE T.O. CIP WALL I T.O. WALL NOTCH \ EL 112'-8%4 .0. CIP WALL I � EL 116'-51�' I EL. 116'-11" � — — — _ — ` EL 118-51/4 ' — — _ — FS1 EL 117-1 S�' I \� EL 115'-g' T.O. CIP WALL — Ip—WALL I EL 116'-2 — r •S� WALL EL 116'-10' I T.O. CIP WALL t ' ' — F WALL 3 SIM. E L 116'-2 : SLOPE CHANGE 3 OPE TOP OF WALL T.O. GP W,�ALL ; EL 114'-3y4 \ g 6/S LOPE SOP 0 FS1 36 , TYP. U.N.O. E 2 FS1 STEP WALL TOP ' — F4 — — I — — ' — — —I EL. 119'- 1' WALL STEP DOWN SLOPE CHANGE — ~ FS' STEP WALL TQP ; , SLOP CHANGE 5 TA. CIP WALL E E I I l� SLOPE CHANGE { E > I EL 115'-1' \ z RANGE -___ ... — — '� — — — — ---• — — EI 4 ' Ew T.Q. CIP WALL II I 4 I I T.O. IP WALL E I \ } EL. 117'-21/a" 1 1 p- EL 17'-7'/4 FSt i 6'-5 " 8" 14'-6 ' 57'-3� I E ' 4'-9k 20'-O� I, 21'-$" r 23'-0' ' 23'_Cr 6'-5" ' 5'—Ik 22'-9� ' \ / � 7'-5� 4 1 , SEE FOUNDATION PLAN VIED' 6.3 I „ " ' FOR ELEVATIONS 26 22 —� 8.9 29.1 9. 30 31 32 33 33.5 34 35 58'- 1 o 29 b 10 M 28 Fs1 co 6 4 6.$ 27 ---� A-+ 1 FOUNDATION PLAN i N F4 / Er / 10I O 3910-E .001 o cn L 8x4x1/2x1'-6'1 ~- L'` � 8 W 4'-V 20'-Or D U u") I N W Q 0 5) SP. 0 2'-O' o.c. = 30'-0' E CL 3910-H EMBED V) EL. 116'-914" STARTING AT GRIDS A/1 AND ELEVATION 118'—Y �xEv =w;rD G��3 • s:�r s rc�ryeci �`' 3910-H EMBED FROM EAST TO WEST. - � EL 115'-4/ ❑ x�a�-s�.� r.sy;�.ru�� �s T z a� z 2 THE WALL SLOPES DOWN AT 1% TO GRID 13/A, ' (16) 3910—H FROM 13/A TO 14/A IT SLOPES DOWN AT 39�, ;rr,r �, EMBEDS FROM 14/A TO 17/A IT SLOPES DOWN AT 1 (LOW POINT AT 17/A) _ S u r r Q I FROM 17/A TO 26/A IT SLOPES UP AT 1 rY i FROM 26/A TO 27/A IT SLOPES UP AT 3.8%, 3 FROM 27/A TO 28.9/A IT SLOPES UP AT 1%, �v'10?:roe .,u. t DATE__* � o . _ 8Y' anr1 N FROM 28.9/A TO 31/A IT SLOPES UP AT 1.5%, r1 FROM 31/A TO 34/A IT SLOPES UP AT 2.69 , Q a (n / N 04- I I STARTING AT GRIDS A/1 AND ELEVATION 118'-3" Z FROM NORTH TO SOUTH. 3910 Q R THE PC PLANK SLOPES UP 1% TO THE KINK AT GRID 6, i � 0 2 FOUNDATION ELEVATION M " L E UP IS 1.23%, FROM GRID 29 TO GRID 35 THE SLOPE UP IS 1.3%. CONSTRUCTION w F4 314105 F4 c �.4 ■U � � THRU z � � U CIP FTG W T.O. CIP FTG a � (BY OTHERS) Q- SEE SHEETS F1 THRU F GRID v 10' GRID P- ' S 5' IT 8' o ol E 3910—A VARIES 5 5" 4" 4" Q •� � A307 ANCHOR BOLT T.O. CIP WALL T.O. CIP WALL ELEV. VARIES ELEV. VARIES T.O. CIP WALL T.O. CIP WALL �U OL SEE SHEETS SEE SHEETS 1 THRU F4 F1 THRU F4 F W ELEV. VARIES ELEV. VARIES � i SEE SHEETS SEE SHEETS 2 ch �► b F1 THRU F4 b F1 THRU F4 T.O. CIP LEDGE T.O. CIP LEDGE T.O. CIP LEDGE 5" 5" • • • CIP WALL t 3910-H CIP BY OTHERS) 4- 8 CIP WALL CIP WALL BY OTHERS) 8 ( S� � f ( O S) Q8x x� (8Y OTHERS) (BY OTHERS), (O SIM) 10" 10" S' $o i i 1 2 3 4 3 FS1 FS FS FS FS .REV. DATE CHKD. BY DATE No REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No.REV. DATE CHID. BY DATE No.REV. DATE CHKD. BY DATE CONTRACTOR NOTE: LOCATION OF PROJECTING REBAR NEEDS TO BE HELD TO A 1!8" +.TOLERANCE. THIS TOLERANCE SHALL BE HELD IN BOTH PLAN ROGATION AS WELL AS PLUMBNESS OF THE 34 PROJECTING REBAR. IT IS RECOMMENDED THAT A STEEL TEMPLATE BE USED TO HELP INSURE THAT THIS TOLERANCE IS MAINTAINED. v-1- 7" I3' V1 1 GRID 3910-B ``O 3910-E VARIES 3 $x14x1'-2" 3910-G SEE � L 8x4x1/2x1'-6" F1-F4 $- 5' 99 BAR x 4'-6" W/ (4) 5x2'-0" 1 I do (4) SENT #5'S 8" CIP FTG 7 � (BY OTHERS) ,,,T.O. CIP FTG � T.O. CIP WALL TA. CIP FTG OIL ELEV. VARIES CIP SEE SHEETS ELEV. VARIES ELEV. VARIES i OR WALL PILASTER F1 THRU F4 SEE SHEETS SEE SHEETS SEE F1 THRU F4 SHTS F1 THRU F4 F1 THRU F4 T.O. CIP LEDGE �° T.O. CIP WALL `n �4 EL.= 117'-14" r'r"1 3910-C 3910-D Vx5x3/8x1'-O" L 8x4xi/2xQ -8 (5) #5 REBARS W/ (2) 5x2'-0" dt CIP WALL (2) BENT #5'S v (BY OTHERS) O 10# 0 V o � 6 7 8 9 10 COD S �2 FS 1 �Ls ,2 FS 1 No. REV. DATE CHKD. B'Y DATE F No. REV. DATE CHKD. BY DATE No. REV. DATE CHKD. BY D 1 FS 1 ATE No.REV. DATE CHKD. BY DATE No.REV. DATE ICHKD. 9Y DATE W C i _p> 8'-3" N.T.S. ,y�� o Ilk I Z C.I.P. WALL O z {" I � V I i c I � N 19 (. of 3910-F E o L. 111'-47 9 o 30 19 a9 0-D L 8x4x1/2xO'-8• - r 10" 30 7" W/ (2) #5x2'-0- & (2) BENT #5'S _ I 5• 5" 3910 F i I cr (2)L 5x5x3/8x1'-0' N o W T.O. CIP WALL W/ (10) 5 REBARS OIL I �, 14 _ T.O. CIP WALL SEE ELEV. VARIES FS 1 � ELEV. VARIES LW T SHEETS 0 I L0103�91 0-F t z • ' SEE SHEET F4 3910-C `° Z � CIP WALL b W/(5) #5x RE OBARS CIP WALL BY OTHERS � CIP WALL w 4-#8 � ( ) 39iO-F (9Y OTHERS i 0 I b z 10• (2)L 5x5x3/8x1 -O � vt�titi5 CU .*zsx,�sc�, �r-� 4 `� W/ (10) #5 REBARS Q 10" : r . Li ry ,i (I of 3910-F IE 1--L� O► mC::r0e R� fErsiaeers,Ltic. DATE-214 a JIL9 BY CONTRACT N0: _ ' I CONTRACTOR NOTE: U) 4 N 5" WALL PROJECTION NOT 04- T.Q. CIP WALL dh I SHOWN IN STRUCTURAL DWGS. 0 EL= 11r—I)ia %3910 of 3910-F e C � X91 0-D ,- • L 1 '-4 w 1 1 W /x 2'/5xi'o• 12 13 14 314105 13 � / ( � FS1 h�"'�— 1/12/05 FS '� , 1x �" do (2) BENT #5'S FS 1 , 12 Q5 FS 1 , 12 FS 1 FS 1 No. REV. DATE CHKD. BY DATE No,REV. DATE CHKD. BY DATE No.RE11. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE 5.2 10 14 �t� �V K 2' 2" 1i' O At- I I I V v C.I.P. WALL I C.I.I . WALL I �; C.I.P. WALL I LO %W2 N _ 3910-8 (L of 3910-B � 3910-8 of 3910-8 R 0 M r Ct t- x 14x 1'-2' EL. 114'-10" t %"x 14 7x 1'-2" EL 113'-3/+ 7" I 7" ® 5 4 � W/ (8) �Y4"x 6" HA.S. W/ (8) Y4"x 6* HAS. � 5' z 3914-8 Ml 7" 7" 7' 7' It %'x 14x 1'-2' 1e x 1'-2" -� N N 3910-8 (L of 3910-B t W/ (8) 3Y4"tx0'-6»HAS W/ (8) Y4-OxO'-6"HAS �� - EL 110'-7�4' a F- %"x 14"x 1'-2' rU W/ (8) %wx 6' H.A.S. r• n of 3910-B Ip of 3910-8 ° 20 V w EL 112 -4 EL 110 V-924 N n n of 3910-B E EL 108'-7Y4' I I cV (L of 3910-B E �, of 3910-8 It EL 109'-10 EL 108'-3/4" (L of 3910-8 r- EL I = ! e ce cc 11 0 iV tV I I }I CV (L of 3910-8 E OL I of 3910-B IE J OL t of 3910-B F EL 107'-4 EL. 105'-9F/4-6' 05 -9/4 EL 104'-7;Y4- 16 17 1 18 19 20 FS2 FS2 3/10/05 FS2 FS2 FS2 No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE I No. REV. DATE CHKD. BY DATE I No.REV. DATE CHKD. BY DATE I No.REV. DATE CHKD. BY DATE 3' F31 1'-8" 2'-1' 11 (2) 3910-c �3' 2" 5. 1 L 5x5x3/8x1'-0' 2 I 2" r I I I cn i 0 I C.I.P. WALL r' I F51 3'_0�= I TOP OF CORBEL C.I.P. WALL sL M C.I.P. WALL N EL 116 -2 j cv z 30 M C-4 N 7 U of 3910-F 0 of 3910-B � ® of 3910-8 R 3910-E , I � � " 3' T ," ," 3910-B » 3910-8 L 8x4x1/2x1 -6 EL 1 15 -1 » EL. 112'-0" » = EL. 114 -7h IE % x14x1 -2 t- x14x1 -2 W/ (8) 414"x 6" HAS. W/ (8) %wx 6" H.A.S. I 1 3910-F " j eo C — it 7" I 7" 7= I 7" c ( )L 5x5x3/$x1 -0 I N ;� z / (10) #5 REBARS 391046 1,-2= E of 391Q-B IC � EL. ��s'-4 4 24 CIP WALL W/ (8) %-x 5" HA.S. n FS2 C.I.P. PILASTER !� a# 3910-F t (. of 3910-B IE of 3910-8 R EL 109'-6 EL 111'-7 I EL. 112'-7' 3810-F (2)L 5x5x3/8x1 -0» W/ (10) #5 REBARS { OL I I VD v (L of 3910-F t 00 of 3910-B E of 3910-B EL 107'-0 EL 108'-71/2 EL. 110 -1 I 0 a s to 4 c I tD I I N I ►r? u i I iCL of 3910-B p o t of 3910-B E oL q of 3910-8 R of 3910-F a , » EL 107-7 EL. 110'-4%4" EL 104'-60 EL. 105--71j- -d 21 22 I 23 24 25 Un FS2 FS2 FS2 2/24/05 FS2 FS2 No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No.REV. DATE,CHKD. BY DATE �Q H w Q O M � N yy z 11 O � ATV W z 0 A ° I m 3 w � � x t� lw g W RE Y: r ,oi CCRi «v N O Ca . GOh1LL _ < a F rrol DA17C_4f aY LA << CONTRACT NO: 04 - z a 0 3910 w , CONSTRUCTION 26 27 28 29 3141015 30 FS2 � FS2 2 FS2 FS2 FS2 (/ g No.REV. DATE CHKD. SYJ DATE I WARM DATE CHKD. BY DATE I No.REV. DATE CHKD. SY DATE No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE W Li cic & a Ia cl 19 U Q Z Q M ` V I W 30 nr C 11.3Pk Ld sLF 338 z ° I 9 J 1 ° LW>• pk 1Q7 V J ° ° ° Q � - W � � 12 ° Lwr 30 °~ 51 9 4 140 � - z 1 ° ° s.8 k d sr r 9~ P 1 p - ` S 307 Q r 1 PLAN/( ' g I M k 9" P 1 � - � - LWr, " I O � PC 116 4 " 02 _ ° 2 30fi 11.2 k 308 J _ ° >)'A, 305 9" PC SLE 9` P B C LWT $� ® SLC k 9 14 k 95.:p03 - ` ` S ° 1 rH�s E 90 PC s.fl 5 ftk 103 5 ° DGE 4.2 k k LINT. $•2 k CWT, SL 11, SLE ° 5L$ C 2 k 9" "• ` ` _ LWT SLC 112 ANK 1 LWT. ° LWT IN 5 k 9 r Loh 03 ° . o LWT ° IN Sl _ LWr. $(C 112 K ° l o k 9n+n "�`► 3p 2 PLAN k 11 1�0'a3 N ° 12 I ° ° 90 (W r 11.2 k 54 9 Q3r' st I I sf 55 ° -- •.-� Q a 1 ,201 ` _ _ •2 k g p L 104 - �c 4.8 k 2 P - - ! LW1 7 SLC 11,2 14 ` ` _ ° !�Y/ N 20. �K (:�202 ' 0 9 1p 1 - - - -- - - - - - --- - - - - - - - - - !1 ' SLE ' 6 k 12 pL4ly + 202 - s1 LWp 6 S[C ' 15.9�Nk Q T �1 a, O SL4 24.9 k � t o k 10 89 ( k 12 PL4N 202 ' (wr. SLC 1B.2Mk " 6 Q 07 S6 I u ( S(p , . k K 1 ` ` ' o k 9 PLC 108 301 r ! Z PL41v 02 r LWj; SW 15 5 K 9- PLAN ?09 .- nr LWr; SIA 24.9 k K r ` _ k 10 K 9 pi,�U1[ 1 10 11 1 103 1 q3 1 12 1 13 11 J PC 5 2 PL, 202 - ` (WT sCD 8 k 8.6 9 PLANK � , CD 4.3 k S ' LWT. S(q 2 ,g k 1� � - � � o S k 10,g 9 PLANK 9 PLANK 9 PLANK 9 P NK 9 PLANK 9 PLANK 9 P K �° f 1 + O k 2 '°�Nk 242 - LWr LC SLC k 11.6 k 11.5 k 11.2 k 11. k 16.1 k 15.2 k 14,0 �o ! + Lam: L4 24.9 LWT. o SLC ! I I � A k 12 fL%K 202r - _ ` L .7 o SLC SLC SLC SL,C SLC SLD SL I l�.J - f SLq 24.9 k 1 LINT o 0 0 0 o c - - 80 8 ! , L 2~ P k 202 + ` ` , LWT. LWT. LWT. L 7 LWT. LWT. }1 ! SS + 0 2 PLg1y 20,3 S1 , l Lb7. S(q + 24,9 k k' 1 - - - - - - - 300 ,' ��:1 $� 25 sx r2 3 B A 204 I 9 PC ' ' L WT., SLp 25,PLANK 124 ' 2.4 k 6 k p�NK "245 206 207 202 203 202 202 202 202 20 I LWT, S(A 17,7 k 12 P Q CD ( S 21.3 kNK i 2" PLANK 12' PLANK 12" PLANK 12" PLANK 12" PLANK 12" NK i 2" PLANK 12" PLANK f 2" P NK ( I LWI: ,' + 51 !+ ! S 21.7 k 17.4 k 24.9 k 25.6 k 24.9 k 24. k 24.9 k 24.9 k 24.9 I k i o (� SLA SLA SLA sLA sLA Si sLA SLA SLA LWT. LWT. LWT. LWT. LWT. L LWT. LWT. LWT ■.� l I I N 1.4 ! + + 3 7Yp ! 1 I Th+1S EpG r ti I 2 23',x• + E ! 1 w + 126'-0" 23'-X ' 2'_ 3 5. 1 1Q r r r 4 r r � f � � 4'-9" 4 -lob ?� I 4.5 r 61_2° ' ! 17+ o fi J 5.2 13' 13 -9 ° 8 -11 ° j 23'-Cr 27'-$� ` fi 7 7.7 8 s 10 a w 0 0 CL l.a,. W ROOF PLAN4 ` L 1 W N W Z � W in W ,•;inee ':USA. gA71s 4'�� By H. Q O / _ 04 CONTRACT NO: 04-- o 3910 U 54 CONSTRUCTION w 314105 Ll Lu ■ZF � W a U H O Z OL Dirt V / u W W Z Z J J W � i C) I 30 10 PC 3 9 ° PC 5,3 k k go PC ° 312 q ■ rjt+ 3 1� SI.E LV�• � T .r � a T{p. C ° 9 p ° 15 V l ° 12•� 2 E 9 P 1 9 k 3 ° �S EDG ° K . I ° SH 5 k 1 ° P C St 3. 18 pk■ ° ° ° 9' PLANK � t 9 1 4.2 k * 0 , 1.`1�' K g k SLC , pC ° p1AN g 8 a SLE Q 9 ° SL6 g 8 a fi 9 k °� 4 k Lam' N�[- 12 S1 ° C ` St 12 I 9 LWT. ° 55 S 1 I SLE 51,C Lw�• ° ° ° S4 - - - - - - - - �� - - - - - ° - _ - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - T - - - - - - - - - - Y - - - - - - - - - - - - - - -i- - O 8fi ® ° ° I $9 (2) S 7yp. r S6 LOCS 56 113 11 115 116 117 103 103 10 103 103 1031 103 103 103 ,� 319 ED CD 103 103 103 122 103 103 103 111 123 w r p " r p p p s p w ■ ■ �' +1 a w fl p p w p ■ ■ r w ° 9 PLANK 9 P K 9 PLANK 9 PLANK 9 PLANK 9 PLANK 9 PLANK 9 LANK 9 PLANK 9' PLANK 9 P K 9 PLANK 9 PLANK 9 PLANK �.. 9 PLANK 9 PLANK 9 PLANK 9 PLANK 9 PLANK 9 PLANK 9 PL 9 PLANK 9 PLANK 9 PLANK 9 PLANK 9 PLANK 124 �"i J 15.2k 14.0 10.4k 10.7k 11.3k 11.2k 11.2k 112k 11.2k 11.2k 11.2�c 11.2k 11.2k 11.2k 13.9k 13.5k 11.6k 11.2k 11.2k 11.2k 4.2 11.2k 11.2k 11.2k 111.5k 11.4k ■ i is _ 9 PLANK W Q SLD SL SLC SLC SLC SLC SLC S�C SLC SLC SLC , SLC SLG SLC SLD SLD SLD , SLC SLC SLC SLG SLC SLG SLC I SLC SLD 6.7 k LWT. 11 W� LWT. LWT. LWT. LWT- S LWT S L LWT. LWT. LWT-I LWT. LWT S LWT. S1 �' LW1� LWT. LWT. ( LWT. LWT. 7 L .6 L LWT. LWT. LWT. LWT. L •10 1 SL8 71 S1 I I I I S1 S1 I 31 LWT. - - - - - - - - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - B 202 202 202 202 202 202 202 202 202 202 2021 202 1 202 202 208 216 202 2D9 1 202 1 217 202 208 202 202 20°2 1 202 202 1 202 I � �I p " r r � ■ ■ w w r w w w ■ ■ w � ■ w � w w " " ° w 12 PLANK 12 P K 12 PLANK 12 PLANK 12' PLANK 12 PLANK 12 PLANK 12 LANK 12 PLANK 12 PLANK 12 P K 12 PLANK 12 PLANK 12 PLANK ■ P 12 PLANK 12 PLAN 12 PLANK 12 PLANK 12 PLANK 12 PLANK PL 12 PLANK 1 Z PLANK 12 P K 12 PLANK 12 PLANK 12■ PLANK 24.9 k 24.91k 24,9 k 24,9 k 24,9 k I 24.9 k 24.9 k 24 9 k 24.9 k 24.9 k 24.9 24.9 k 24.9 k 24.9 k 9.3� 24.8 k 24.9 k 19.7 k 24.9 k 24.8 k 24.9 k 9.3 24.9 k 24.9 k 24. k I 24.9 k 24.9 k i 24.9 k W SLA SLA SLA SLA SLA SLA SLA S'LA SLA SLA SLA` SLA ` SLA SLA SLA SLA SLA SLA ` SLA SLA SLA SLA SLA SLA SLA LWT. LWT LWT. LWT. LWT. LWT. LWT. L LWT. LWT. LWT. LWT. LWT. LWT. LWTJ LWT. LWT- LWT. I LWT. LWT. LWT. LWT. LWT. LWT. L . LWT. LWT. LWT. I I I S1 I I I I I I I I I I TYP. I I I ' I Z1 EI I 08'9 56 1 I I I I ' } TYP. 3 ° 51 I , THIS EDGE i, I 3'- 4'-8� i O 17'- 23 -0 23 -0" 1 fi'-5 ' 10'-q� 6'-10 ' , ' 21'-5" 6'-3' 16'-9" 23'-0" 10 10.5 11 12 13 13.1 13.4 14 14.6 15 1fi 16.3 17 (18 18. 19 o 0 w- � 1 ° I I _ w � a ROOF PLAN ° L2 o � e Ln I-- $ L.J N LAJ �� a ❑ x� er ❑h;ZV's' v - Z " << inJn S r- , H A.'J..._SA..a n :.,e• •'h.,-;nlsnw.z, uP:L'S w';1i1.. 0 3: 'Monroe do N.,e.xall W $ngu ears,[ne. r n�. ah7E-4 I 0 = N CONTRACT N0: 04-z > APPROVED FOR 3910 o � cn Fs CONSTRUCTION cn w 314105 L2 c � /W ■z IL8LJ C1C a U_ Q�C O a Q U � V / W U W C� WLEI Ld o J n/ U U QI Qi O p 319 ° U 316 2 �' �pGE 9" � ° ° W o ° ° g7 8 k SS SH�S ° 7.0 k 32� GD-- ,�57 ° ° �60 ° • �5� 515 SLtr ° ° ° 5LE g, � g" ° 5 156 g' PLA kK CD g- PLANK ° ° �I J - P1 1K " a ° ° LWT' 4 8 k 5.3 15 " PLANK 13.6 15a - PLANNK 12.1 k ° I W Q 152 9 k g LWT. ° ° 154 K k 9 322 Q 12 0 6 k o ° a ° Sly g- p1AN 12-3 SLID K k PL�K c ° 31 318 - Pu�NK 1 .� +� PL k+ 10.E Stc J ! pc a 9 LC .8 9 SL ° E ° � � Lam- S LV+ff. 9 SLC 9 a k a 5� ° PC " 9.9 k ° cv• ° 6 I,WS 9 k SLC LWS. 12 51 SLC 20.6 9 a g 9 g PC psi 12.4 k 12 12.$ k SLB ° ° ° WT S1 125 . S Lam, u oI ° S, 36 L . i 90 PLANK L L1�I[' ® - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- _ 8:�k- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - r - - - - - - - - -T- - - - - - - - - - - - � - - - - - - - - 89 SLC ° L,I I I 11 C ss r LWT. S, W 103 ; 111 1 ° ° ° 128 103 103 103 103 103 103 103 129 130`- 13' 132 133 133 ;133 (T) CD 1 CD 133 19" PLANK 9 PLANK 9` PLANK ° 124 12 fi 12 7 9" PLANK 9' PLANK 9" PLANK 9" PLANK 9' PLANK 9' PLANK 9" PLANK 9' PLANK 9" LANK 9" PLAK9 9" P K 90PL 9' PLANK 9" PLANK 9 PLANK 9" PLANK 9' PLANK 9" P NK 9" PLANK 9" PLANK I I I 11.2 k 11.5 k 11.4 k [ CD � 11.2 k 11.2 k 11.2 k 11.2 k 11.2 k 11.2 k I 11.2 k 11.2 k 1 2 k 11.6 k 12.0 k 4.5 k 12.0 k 12.0 k 2.0 k 12.0 k 12.0 k 12. 12.0 k 12.0 k i a t ULC PLANK 9 PLANK 9 PLANK a o a SLD [ 1 6.7 k 89 9.3 k 10.4 k SLC SLC SLC SLC SLC SLC , SLC SLC LB SLB __� SL SLB SLB SLB SLB SLB SLB SL SLB SLB LWT. LWT. L .10 SLB S6 SLB SL 6 j LWT. LWT. 7 LWT. LWT. LWT. LWT. LWT 6 LWT. f�WT. T. LWTi LWT. LWT. LWT 6 LWT_ LWT. 7 LWT. L LWT. LWT. 1 LWT. LWT. LWT. S, S1 gZ 11 g1 S1 I I $1 3 J I I 202 202 2D2 I 202 202 1202 20 202 202 202 202 202 202 202 202 202 202 202 I 202 208 202 202 1202 2 202 I 202 202 202 2" P K 112' PLANK 12' PLANK I 12" PLANK 12" PLANT( 2" PLANK 12" PLANK 12" PLANK 12" PLANK 12" PLANK 12" PLANK 12" PLANK 12" PLANK �12" PLANK 12" PLANK 12" PLANK 12" PLANK 12' P NK ' PL 12" PLANK 12" PLANK 12 PLANK 12" PLANK 12" PLANK i 12" P K 12" PLANK 12" PLANK 24. k I 24.9 k 24.9 k 24.9 k 24.9 k 1 24.9 k 24.9 k 2 .9 k 24.9 k 24.9 k 24.9 k 24.9 k 24. k 1 24.9 k 24.9 k 2 .9 k 24.9 kk 24.9 k 9 3 24.9 k 24.9 k 4.9 k 24.9 k 24.9 k 24.9 k 24.9 k 24.9 k SLA ' SLA SLA I SLA SLA ` SLA SLA 5LA SLA SLA SLA SLA SLA CSLA) SLA LA SlA SLA SLA 5LA SLA OSLA DLA SLA + SLA SLA SLA LW�. LWT. LWT. # LWT. LWT. LWT. LWT. LWT. LWT. LWT. LWT. t LWT. LWT. WT. LWT. I LWT L LWT. LWT. W. LWT. LWT. L LWT. LWT. TYP, I 1 t I I I I I I I 1 + 3 TYP. I I I I I THIS EDGE I I I s I I I I I I 0 5,-O " 4'_�y 2'-5 " 5'- 3'-9� o I 1 I I I t I I I 1 I I I 1 \ I I I I I I I I 4 I I I 1 4 I i W I I I I I I I I w ' ' " + ' w ' ' " E 5'-74 16'-9 " 19'- _ 20 -0 23 --0 23'-Cr 5'-7 20'--1 " i i'--9 " 7'-114" 5'-2 " 1 23'-(r + 23,-T 6'-Cr 21 -10 18 18.2 1 g 19.5 (20 (21 22 2. 23 3. 3. 3.4 24 (25 5. 26 0 ROOF PLAN W D U g N 3 11T = 11-DT w N ui 2 !-- 0 R�v38 �crJ FU t',iSii AS C^.R ..T•.C'-D ry DATE tt. < y r,♦ tti, - g � Sig`', ": F Y♦ ) '. ,:a3 J V.!..4 I L..S... ! { 1,X17 CvLM- 1F.{R•^. t Yi'4 O % 2 CONTRACT N Cn i APPROVED FOR 04- o 3910 CONSTRUCTION /V JJ V / w 314105 L3 J c ! h t w a U Z (] h h W f n Z v J J _ � W Q C� 334 33pC 332 333 326 327 329 9" PC 1 328 . PC 10.3 k 22.3 k 2 T`(S EDGE 1P k 9" PC k 323 r PC " PC O 9 SLE s, IH 10 9 g" PC k SLE � SLE LE � g PC 9-� k 7.3 k 3.9 a a W 5.7 k 324 325 SLC• SL.E 5.2 k g1.E LWT, L�• ° LWY• SLE O 9" PC S� 1. ° ° ° ° ° ° a ° ° LWT. 9 PC 4.3 k ° L ° �' ° L�• ° ° ° � 4.2 k SLC ° ° ° 0 0 � - - ° SLE L.YR- 0 9 89 ° ° I i 2 S1 51 ° � I 5� ° S1 9 � LWT. ° g . 4 � ® ' 144 � 145 146 147 ° V 51 ° _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Q CD _ o_ ® 89 � ' " - "PCI� 19 9"-PCER�IR 9'�L�NiC C _ ° W t4 8.2 8.3 16.8 k 16.9 k Q I SLD SLC SLD SLC C) 1 -_ �- ^ 138 CD 140 141 CD 122 103 103 10� 103 103 CD Mr. Lwr. LWT 6 Lwr. 2 Q C C1:3:7 r °111 � � � � � � � � s1 I 1 1 PLANK I g PLAN 9 PLANK 9 PLANK g PLANK 9 PLANK 9 PL 9 PLANK $ PLANK 9 P K 9 PLANK 9 PLANK 9 PLANK 1 C '� 1 CD K $' PLANK 9 1.5 k 10.7 k 11.4 k 11.3 k 10.b k 11.4 k 4.2 t 1.2 k 11.2 k 11.2 k 11.2 k 1 t.2 k 9.4 k 89 io Q 136 122 � " PLANK 9 N 11.5 k 1 I I S6 1�33) 1 35 E " 9" PLANK 9 11• k sLC SLS I SLB 5LB SLB SLC SLC SLC SLC IS - SLC SLC SLC PLANK Ig PL 11.5 SLC 0 0 0 0 PLANK 9 11.5 k VL a ' LWT. LWT. LWT LWT 6 LWT, LWT. 7 LWT. L LWT. LWT. LWT. � g' PLANK g'!O-6 k 11.4 k 4.2 SLC SL-C LWT. 7 Lam' � 10 S1 LWT. 51 3 U 12.0 k SLB SLC a LWT. S1 I 51 I 334 51 a LWT- LWT 6 , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 90 PC O LWT- LWT. S1 - _ 0qT- - ---- 212 216 202 218 202 208 216 202 21 202 217 I 2 4 Lwr. I W Q 211 _ _ - - - -- - 203 " " I > B ' 2 3 � p K 12 PLA K 12 PLANK 12 PLANK 12 PLANK 12 PLANK PL 12 PLANK 12 PLANK 12 P NK 12 PLANK 12 PLANK 12 LANK 203 � PLANK 12 4 0$ 203 � pLA1�IK 12 23.4 k 20.9 k 24.8 k 24.9 k 24.8 k 24.9 k 9.3 24.8 k 24.9 k 24. k 24.9 k 24.8 k 24. k 215 2 � PLANK 12 25.6 k 210 O 12" PLANK 12 k 25. k 51�, ' SLA SLA SLA SLA SLA SLA SLA SLA 5LA 5LA SLA ' g I r 202 � . pr�K PL 25.6 sLA a l O a a a a 0 a a O O O PLANK 12 25.6 k S a WT. WT- LWT. LWT. LWT. LWT. WT. L LWT. WT. 12 PLANK 12 27.1 k 9.3 S� LWT- 24.9 L L 22.4 k SLA a LWT. LWT. L � L 24.9 k SLA SLA LWT- ' a LINT- SlA SU4 LWT. LWT. LWT. ! I S1 LWT. LWT• 1 � S 1 1 I I 1 ► W 51 4'-g' s3 89 s3 89 89 89 89 82 LpCS I S6 I S6 S6 I S6 SS S6 � 81 � S6 5 - - - - - - - - - - -- - - - - A MIN,S6 _ --- - 2 4 I L4 3 TYP. 335 ' r 336 I 337 33 I s1 U.N.O. 213 I I } --- - ! 9' PC 9 9" 1P k I 9" PC 9 9" P 84 �--11k 12" PLAN I 1'-9 l 9. I I 14.6 k 14.6 CD A - 4 18.9k S1 , I S1 SB I 7.4k S� ,I StF SLE f ! SLC SLEI LWT- LWT. LWT. I I I I I I I LWT- 6'_7m I I I I r I 5s 1._ " ' I 126'- 7" i 9 LOOS O I $ I 4 �, 21'-8' ' 23'-0' 23'-D" i b,_S4 ' 5'-14" ' 22'-94 r- -- 26 26. 8.9 29.1 9. 31 3� 33 33.5 34 35) l � I 4 I 22'-O" i 29 I 28 1 5.4 6. 27 o ROOF PLAN M 4 11T w 1,_0,. o 29.1 s 4 -+k 20 -O� 6'-5" o I 10--i 1 CV .•- I 8 I ! si3 Ss NP' W C! V T.O. ® WELD-ON g EL. 117'-Cr w � � T.D. M WELD--ON _ EL. 115'-b1/4 W o I 517 L 4"x 4"x 1y 5'_6' v;° ��� ' F� sH oRR:crLn cn R;�i A5C I I x _6*�q .�?17 " 1 C .. . W c1, ^.Lti' C z Cm L 4 x 4"x %•x 5,_6,1 ':.�'. .,� �� � L.y I OF . Ln SunBCyt; yy o , = N CONTRACT NO: 2 WELD- ON SUPPORT ANGLE 04 - z -cr 3910 o � U Y CI) � CONSTRUCTION cn ill J 3►�os L4 LLI ■Z N W a U z Q W � I 1 ^ff4` �- 7 S1 1 7 1 , 1 - 1 1 ' ! I r 1 1 ! f f! r I 1 I 1 1 I 1 I I I 1 1 1 I 1 I 1�4 FIELD PLACED CHORD STEEL PROCEDURE: PLACE (4) IS REBARS CONTINUOUS ALONG GRID 'B' INTO THE NOTCH FORMED ADJACENT TO THE INVERTED TEE BEAM ALONG IT'S NORTHERN SIDE_ THE It PRESTRESSED PLANK ARE HELD DOWN WHERE THEY BEAR AT THE BEAM TO ALLOW PLACEMENT. #8 REBAR REQUIRE A MINIMUM 62' LAP SPLICE (CLASS B) a SPLICES MUST BE STAGGERED BY A MINIMUM INTERVAL OF 10'-0° DOWN THE LENGTH OF THE STRUCTURE. Ld W z J U < I 0 Qu U � @ 1 7 j r S1 I 1 5 }E r O ` I I I J I W + �1 + I C9 Fil /� Is2 C9 N 27 4b Z4 p �O �Lo W O O r-Lv r2 V ! �VIEWEJ C r"1':ti�i5N f,5 Cpf:K�CC�'U � wkLGl 6E 11J4:':I;M T'..9 ham CGkA.UA 7--7,A;k ryFniiF.:;1.T1 L1.� Ai1t?'.t Sit ♦�� 11',�p-1`I;F:: t:' .. ';V; J1 ♦.:is ~oA'..7 �i+.:_,L;tiJP._. s.hf .. I ROOF PLAN Erg_nee m,rzc. H DATE t�-- 8Y ��CAAIIy C) L5 1/16r 1 ,_o„ . C) CONTRACT NO: cn Q4_ z APPROVED FOR 0 3910 U CONSTRUCTION U} � 3►a�o5 L5 cn LAJ ■cam, p o Q a j C B C B y 4'-1 tr lo Q 22'-,vlr SHEAR WALL ' 1'-2' Pe ., I 18'-Er SHEAR WALL I Ilk A Vol st f 1'-6" 2'—d' 2'-0" 2'-0" 2'-0' 2'-0" 1'-6" I (L 105 R 6 2'- 3'-O" 3'-0" 3'-d" 3'-O" 2'- 2'- 105 It (5) V h 10 Q1 4 f 10 2 { I T.O. PILASTER H.P ? T.O. PILASTER H.P. OL EL.= 115'- " •'+r EL= 115'-$ ' T.O. PILASTER H.F. EL= 114'-1 i;j U� I 147 ' 110 N , BLKT 2'-Q" � j 113 (�) W N I i I f i I I I � 1 600 N s5 50 � 'I N 1 I T SHEARWALL 10r SHEARWALL - 3 .7 ' " 1. 4 r END SKEWED 1 , 2 3 i , 3 : f 7t I f ` _ PTA T.Q. CIP f TO + f W0 EL- 105'- I s n n /r2\ a 1'- _ T.O. CIP FTG Of IN EL= 102'-7' 0 3'- 3'-CP 3'-Cr 3'-CI' 3'-0" 3'—d' 3'- ' (t 105 It (6) O U 3'-ar 3'-a" 3'-C' 4'-a" 3'-7' t 105 F_ (5) LLJ 1 ELEVATION ALONG GRID 5. 2 El 31T V-do J W 2 ELEVATION ALONG GRID 10 E 1 31T — 1 o_cr W C B B cr 16'-fr , 19'-5' SHEAR WALL I 2'yg' 13'-11" 2'- S'-,V SHEAR WALL 2'-0" 2'-a" 2'-a' 2'-(" 2'-d' 2'-q 105 It 6) it 1'-1 a" 1'-10" 2'-7r 21- ¢� 105 a (3) $ 46 /11-N nION 1 a S1 2 + 51 S3 { T.O. PILASTER H.P. T.Q. PILASTER H.P. T.O. PILASTER H.P. w ',.. _ '_ , s o EL.= 112'-1�' Z 1 I EL= EL. 112 11 4 BLKf 2'-4" `y BLKT 2'-(7 a "' I 110 0 107 I 113 (2} 502 l � I lb i 1 d' SHEARWALL r 27.40 ' 1�° SHEARWALL I cn I $ I I f WA C o N s6 I { a 16 a , 71 w o 71 3 O.H. N , I 55 55 S, T.O. CIP FTG _ T.O. C1P FTi; OL _. .....-_�_.—. �___.. ..__-.. .- -.. �, EL.= 102'-9" EL= 102'-9' r 'I�4 �.. .t . ! ! T.O. CIP FTG r +- T.Q. CIP FTG EL.= 102'-U' EL= 101'4 o M cn U_ Z 105 E (6) 2'-1" 2'-4" 2'-4" 2'-4" 2'-4" 2'-4" 3'-2' il 105 4) " 2'-D' V-1" 11" 2'-0" x 16'-11" 2'-G IS 5'-47 o X a L o }. _ 3 ELEVATION ALONG GRID 14 4 ELEVATION ALONG GRID 19 cn Is! 1 El 318„ _ , _o" E 1 3119° — l'-Cr '0 7n SIB MWZ ry �ivi 17 0 e r DATE � O or� By CS 0 % CONTRACT NO: c 04 Z APPROVED FOR Cn 3910 U Y A c -NSTRUCTION U) 3 a 3/4105 E 1 F- LLJ ■z 9 1 ' 12'-Cr a ' 23'-0T SHEAR WALL ' 21'-1r I SHEAR WALL 2'-1 Cr I 14'-7" 2'-2.r 7'-9 ` 2' 9r 10'-7?loe I 4. 105 t (1) 1'-3' 2'-2' , 1'-cr 3'-0' 3`-0" 3'-O' 4'-7" , $ 105 t (4) (L 105 a 1) 1'-10' 5'-1 It 1'-3�" 4y-0" 4'-O" 1'-3� Q, 105 t 3) cn ell O .-. II Q _j ..IE 51 s3 N 1Q No IW- .� V r � 'fn PILASTER H.P T.O. NOTCH T.O. � , ^ ^ EL= 114'-0)4" I Q BIKT i EL= 113'-$ " B 3'-11 " I T 'gyp T.Q. PILASTER KP_ f I 110 I EL= 11 4'- " BIKT'Si'-� Z'-t� }'^� I I N-110 M 1 1 1 I 604 I I III 605 I I 10" SHEARWALL # u !2�_8 BuR C SHEARW A LL 35.16 4 30.0Q '_ W � ENO SKEWED 174 I a WB .- ENO SKEWED 0 I , I 4 7 2 I O.M. I I I 13 11l1 fl __ B.O. 6LK-0I r 1 8 � 51 El.= 105'-4 I I S1 T.O. CIP FTGi E I I I T.O. CIP FTG or EL- 102'-5* EL= 104'-0' P77 T.0_ CIP FTG C/ EL.= 103-Or O 4'-0r 4'-0" 3'- (L ,05 t (5) 11 he 1'—I� 11'-2" C 1'- S'-0' S'-0' 5'-0' 4'-4" (1 105 t (4) 23'-C� elf o O U w ELEVATION ALONG GRID 25 ,2 ELEVATION ALONG GRID 23 . 2 L.LJ Q 3/� � -o w E2 311T _ ,'—on > E2 - � u W C B w C a CD 14'-4r SHEAR WALL ` 9'-2� 11 ' 2'-0' 2'-d' 2'-0' 5'-2? 2'-2}" 105 (5) 121'-2? SHEAR WALL I q'-8r 11r Q 10 9 51 S3 q 105 t (1) 4'-0" 4'-1' 1 105 t (2) ' T.O. PILASTER H.P. I I 51 a BL.Kf I ' (2) 113 + T.O. PI H.P. EL= 118'-, s 107 i Z ' � 16 i�' SHEARWALL Buns '-�' i'-�' 4'-<Y 2119" E"r M N _ 21.39 I i wA 60� uI i N ! T 10r SHEARWALL ss ss 32.61 a T.O. CIP F'fG 6 O CL EL- 105'-Er 13 S6 1'-5• M S1 b cn 1 t ° 2'-(' 2'-(r 2'-{Y' 4'-0" 3'-5 105 5 ( ) T.O. CIP FTC u OIL EL= 106'-T a v � N W c 3'-1 " 7'-(f 7`—{Y 4'-," Z 105 R (3) a Li a ~ _z 4 ELEVATION ALONG GRID 33. 5 << 3 ELEVATION ALONG GRID 30 31T i Q f T � } L8 L8 g ':i Sn::5i.,_"'.,';•: :,wr4v.iA.;;c uF:OS S.'GiU4. l�il�.:l'G�i CX 1�Zu•;• 11 LIJ N r, �eers,fne. DATr F3Y SIT (D / CONTR'AC'T NO: 04- z APPROVED FOR 3910 3 � B CONSTRUCTION C/) N 4 w 7 10 1Z 14 16 18 70 22 24 25 28 29 30 34 3i41o6 E2 M 35 Lij fit, 1 .4 2 3 4 4.5 5.2 23'-Cr 23'-0" 20'-O' W ' BM = 16'-1* �' �' BM = 22'-Iq �" �" BM = 22'-1 BM = 16'-4 �" �' BM = 19'-14 �' DIM. 0 SM. BOTTOM a 9'- --1 at 1� p ' - 1 - ° 9'-O" w 3' w 5' - ce 1°- 9. 3. Zi t CONN Z r N,& & F.S. ti cn i TYP. T.0_ COL H.P. , T.O. COL H.P. I V T.O. COI.. H.P.w r T.O. CaL H.P. X m 2a 5 0 EL= 11 s-s fz 18 5 0 EL= 116'-3 4w 1 e EL= 116'-1' w S2 S2 502 503 EL= 115 11 504 g2 jrt � I 30IT24 I 11.07 ^" j 30IT24 I 30IT24 I 30IT24 �, I 30iT24 I 400 15.04 0 401 15.04 403 10.75 0 405 13.05 SHEAR Ba I BB 1I I 14x20 COL. BB I BA I WALL 14x20 COL. I 14x20 COQ. 14x20 COL. 4) WA LL I I 319 3.12 I 3.06 8 I 3.08 CA Q CA , ' I I CA CA W T.O. CIP FTG T.O. GP FTG " T.O. CIP FTG I ' EL.= 105'-3" � EL= 105'-T V EL= 105'-3' ' T.O. CIP FTG EL= 105'-C1' I I , TYP. 5.2 24,-7t 7.7 W BM = 24 -2 " ELEVATION ALONG GRID B S4 ' 8'-9" 6'-6" 54 r n BCi 1/e _ I_-T V W o + 7.7 � 6'- w . 5'-11 w ff'- w 8'- 8 9 y1 �Q.S Q J 6'-9 1 1� 23'-C' 27'-8w 12'-82 Q ' BM = 8'-9t BM = 22'-14 ; ' SM = 27'-7' BM = 12'-70 I I , D114. A SM. BOTTOM w 5.2 7.7 r 505 9'-Ow 4 4._2w 9,-0„ 9'-0' 3 , CONN W Q o W I N.S. do F.S. 30IT24 =1 7 TYP. �� � 1 5.76 TYP 7 � 1 J s1 (BA si 9v 7 _ �J _ st st 2 0.H. s2 T.O. COL H.P. )O_ T.O. COL H.P. I ' EL.= 115'- ' TA. COL. H.P. T.O COL. H.P. � 2 EL- 114 8� 18 5 0 5 I EL= 115'-4 S2 5 0 7E-= 115'-1 +" s2 _ • 508 sz s2 301T24 ` " I 30IT24 i 408 407 409 30IT28 I ° 1 6.11 15.04 a I 41 1 21.59 301T24 BB i 14x20 COL. ". I 14x20 COL. gB " i 14x20 COL. 1 Q BC 8.24 14x20 COL. wALLR 3.09 3.07 2.95 L i I I I SHEAR BA I 3.a3 I I CA CA CA ��WALL o I � I 1 T.O. CIP FTG T.O. CIP FTG -O EL=104'- 11., = 104'-b� iv T.O. CIP FTG 1 I � EL= TYP. 21 S2 o � a 2 ELEVATION ALONG GRID B 3 ELEVATION ALONG GRID B cn z 0 10.5 11 12 13 13.4 14 14.6 17'-1w 23'-Ow 23'-0" 17'-0" 22'-2' 15+- " SM = 16'-1 1 w BM = 22'-1 q BM = 22'-10� 16'-10� 21'-* 1 » I SM = 16'-4� DIM, 0 8M. BOTTOM W w - ,,1 � BM = 16'-11" SM = 21'-3�4 �- 8'-`2 8" 9' 0" 9'-0" 4'-`2' 4'_g 9'-O�' 8' 11� �' � M�'!J .- 8'-g 7 7w 9'- �w Z , O L* c 9'-U all- It O oa Typ.t7N N.S. & F.S. ® ® , cn T.O. COL H.P. " I T.O. COL. H.P. T.O. COL. H.P. EL.= 114'-fib = 1 4'-4 * _ 510 i s 51 1 �-- 1 18 5 1 2 EL= 114'-1 " 2$ T.o. COL H.P. I W �- 52 52 EL= 113'-7 4" 29 T.O. COL H.P. U 4 I i 513 s2 514 30 515 EL= 112'�-9V is = g 301T2 � 301T24 .� 301T24 S2 U N i 11.13 412 15.04 I 413 15.04 415 I 30IT24 30IT24 30IT24 i 1420 COL. 11.10 14.00 10.73 1 4 . 4 . 3.13 ' (�A)a 3.13 4.16 U 1420 COL 14420 1 8 C OL. 'I CA CA o I (CA 3.28 L°J, 3.04 " SHEAR I CA I z IU n , L CA r C1 :rT V: :tix N WAL QQ T.O. CIP FTG TO. CiP FTG m EL.= 103'-��' ' , � EL.= 103'-3" � I 7:.L .. T.O. GRADE BM. Q T.O. GRADE BSI. G T N EL.= 102'-O" + I , = 102' L..f -ol(q Ati�;'1_'�EF;:dt,,. '.,i ;j;," N i TA_GP FTG �-' n EL.= 99'-6" DATS - BY tiw CONTRACr NO: _ 0 N 4 ELEVATION ALONG GRID B � 04-- o BC 1 1/4" _ 1'-T B 3910 U Y A CONSTRUCTION 4 A r 7 10 12 14 16 18 20 Z2 24 26 2B 314105 35 BC1 c Nor ^ 14.fi 16 17 18 19 19.5 20 v 16'-10t 23'-O• 23'-O" 22'-j" 19'- 20'-0" BM - 16'-9t 1 BM = 22'-10t 1" 1 1" BM = 22'-10 " '' BM = 22'-* 4 1 BM = 19'-5t , BM = 19'-1 O " " ' aM. ® BM. BOTTOM ILAJ a " " " 6'-11 " 3'-11" a 2 -2 ' 7-2� 7'-4�" 1'-5 " g'-o" 9'--�' 3'-• $'-11 " 9'-T 4'-11* 3'-1 ll " g,_� g'-0" ' 8 '" 9'-Or 1 -11 9 -�' �. CONK Ilk 1 N.S. 2'- 7-- " 7�- g�_� 3'- 8'-11 • 9 -0" 4 -11 3'-11 " g _ ' 8 -9' " 6t 9'-O" 1'-11" 6'-112" " IL CONN lo 9 -� � � � � � g - g -�' 3 -11 cv F.S. U `� � _ o . � TYP. T.O. coy L_ �° ' _ _ _ _ T.O. COL H.P. I T.Q. CQL H.P. T.Q. COL H.P. rJ 2 EL= 113- 516 I EL- 112` 4 • EL.- 112'-7�/4 I 5 2 0 I EL.= 113' I a , 1$ 517 31 518 2 � 519 2 2 Q 30IT24 I Si 30IT24 I 24 I I S3 30IT24 30IT24 30IT24 30IT24 O BA D I u O 13B.A 0 5 12.77 11.01 15.02 15.02 14.66 426 SHEAR 1420 COL. 1420 COL. 1420 COL. WALL 420 COL. 1420 C OL 3.72 ,�I �i 3.00 3.06 I 3.11 I 3.45 I CA I CA CA I CA I CA I O I I I I I W T D CIP FTG T.Q. CIP FTG T.O. CIP FTG ".T.O. CIP " , , 'tom EL.= 101'- EL.= 102'-0' T.O. CIP FTG i { I I - EL= 101'-0' T.O. CIP FiG EL= 99-- 60 W ELEVATION ALONG GRID B B W 0 Q Iz 0 20 21 22 23 3. 3.4 24 � O U I I I 23'-0" 23'-0" 25'-9" ' 11'-9 • ' 13'-1 ' ' 23'-0" I 7" BM = 22'-10�" hk 8M = 22'-10� ht BM = 25'-7� BM - 11'-8�" 1 BM = 13'-cr '•BM 22 -10 ' DIM. 0 Bfr1. BOTTOM W Q 3 -11 •_ 3 _g' 5'-2� 6'_ 2'-4� 9,-Cr 1'-7 1'-9" 9'-Q" 9'-(r 3'-1 " I (L CONN jj 4'-11 " 9 -I1" 4 -11 " go'-do 9 �' 9 -0" N.S. dt F.S. z u TYP. 7 90 S 1 � S1 S1 ® ® ® ® ® ® ® ® ® ® ® ® ® W ! I I I 32 T.Q. COL H.P. 32 I EL= 1Q14'S�" EL= 114'-2 • T.O. COL H.P. T.O. COL H.P. T.O. COL H.P. 5 2 5 3 5 2 6 s3 5 2 7 s 5 2 2 2 EL= 113'-5 5 2 3 4 EL= 113'-$%" 5 2 4 S3 EL= 113'-113 S3 S3 I S3 ' I 30IT24 1 301T24 433 301T24 435 '° 30IT24 I 30IT24 I 30IT28 I 7.65 I 8.52 15.04 I o 15.04 427 Q 15.04 429 20.05 431 �� �� BA gA 14x20 COL. �� gg 14x20 COL. BB " BB I BC 14x20 COL. I .� I 3.31 3.08 14x COL. 14x COL. O 1 0 I 0 20 0 2a c 0 SHEAR U 3.09 I 3.11 I 3.18 WALL CA I � I I I CA CA CA I I � I I N T.O. C1P FTG I ' T.O. CIP fTG ' T.A. CIP fTG T.O. GRADE Sm. ' t + , 'N EL=OIL EL= 102'-Ir EL= 102'- 'EL= 102'-r I LLJ 21 I cr. o I TYP. S2 I 2 ELEVATION ALONG GRID B LC2) 1/C = I'-cr ZZ A o 0 24 25 26 27 28 8. 27'-10" 20'--6• 23'-0" 23'-0" z 4 BM = 22'-10� I BM = 27'-8� 4 20'-4�" BM = 22'-10� SM = 22'-11k _ DIM. 0 SM. BOTTOM O � ----- -- -- BM = 20'-43/4" _ II �4 " I I 3' " �9'-2�" g.-3" 4'-5�" 4'-8" 9'-3• 9'-� _ CONN Z ! 8 _1 • 9 _� 8'-11 " 8'- " 9'-0" `�` -- - -- -� z N.S. & F.S. O 51 ' 9r , I a z TYP. 7 gg Q j +n TYP. 7 9Q S1 54 LL. S1 51 ® ® ® ® W o I W U I I I'\ T.O. COL H.P. 3 TA. COL.,H.P. 5 31 32 EL= 115'-1;�4' 532 T.O. COL H.P. EL= 115-8 EL= 114'-7�'4" 52g 36 El.= 114'-11% 530 L� 30IT24 301T24 301T24 _ 30IT24 ' ' 30IT28 j 13.40 440 15.04 442 a 15.03 ° I 15.04 43 7 b 21.69 4 3 8 I a 1420 COL.1420 COL. I �, ... ..._s.._ w : .. .. . „ . .. o 1420 COL. 3.09 1420 COL. 1 3.05 317 3.16 � CA r, : AND T.O. CIP FTG r T.O. CIP FTG S � [ EL- 105'-(r Q 3 T.O. GRADE BM. � EL= 104''_C� LL A.r.:i.93AT;:'�'n.'r. i.l,".�iix:ti 4-R.�CF.OF'1115 WCF k. N � I -c, EL= 104'-(r I Monroe & Nev Zii ' I DATr r nY p TYP.` 21 = CONTRACT NO: I I I I APPROVED FOR 04- 3910 o B 3 ELEVATION ALONG GRID B cn .. BC2 N 1 LL- CTION r 314105 B C2 '. 7 10 12 t4 IB 18 TD 22 24 26 28 LLI 8.9 30 31 32 33 34 ■� 25'-10 " 21'-8' 23'�-Or' 23'-0" 11'-fr' U � I3 " BM = 25'-94' BM = 21'-6 ' '' 7 22'-10 ' 7" 22'-10�' BM = 10'-84' 14 DIM. 4 SM. BOTTOM ~ � `` BMA - 22'-1014' BM = 22'-1014' 9 _�, CONN a 4 �I � $,- w g,�0. 3'-4�" 8'-11 9�_� 4'-1 1�' 3'-,1 9'-{?' I N.S. � F.S. -� � 9 -0" � 3� 8 -11 Z I w lo y { TYP. ` V g S1 s4 ® ® ® ® ® o T.O. COL H.P. I Z Q T.O. GOL H.P.' ' EL= 118'-1 42 . -PII ILASTER H.P. 5 5 I EL x 117'-53f cj 3 5 4 S3 - I T.O. COL.H.P. I � 3 4 3 I EL.= „�-� S3 301T24 � � �° 301x24 � '�° 3011'28 SHEAR 14T2 446 I 15.04 447 15.04 449 „ 3OF24 ciP 444 I o WALL 20.17 WALL BB I BB 14x20 COL. 0 6.99 J O O 14x20 COL. 0 14x20 COL. g 14x20 COL. I J BC V 3.20 BA 3.01 � 3.00 I 3.17 I I O FTG CA CA CA O EL= 1 05 T.O. CIP FTG I T.O. CIP FTGO EL= 146'- I T.O. CIP '-S ' T.O.. CIP FTG d, EL= 106'- ,T EL.= 106'`-4' I I , -u� � I (4S2 TYP u 5.2 � 29--7k ELEVATION ALONG GRID B BM� 29'-5 " BC3 4" _ i'_o" - ' 6" 0 S4 , 4' 6'-6" 6' - 6'-6' 5'- � 54 I � I V / 1 I O 2 3 4.2 4'-9� 23'-0" 28'-11t 334 ' � Q I BM = 27'-8i' BM - 31'-11t DIM. ® 9M. BOTTOM 7'-� 6'--6' 6'-11� 9'-'$ 3/4 Q 5'-10 " 9'-0" g'-0" 3'-1 S'- I BM = 30'- 0 ,�w t CONN 5''1`$ I 11 -24" 1'-7 7'-2 ' 6' ' w N.S. 9'-0" 9'-0" 9'-0" CONN W w I TYP. 12 F.S. — J s1 5.2 8 Q Lj � 12 TYP, S1 a i T.O. COL. H.P. I --' I �__� 24 I 5 3 8 EL= 116'-1 4 I.-@ 5 3 9 T.O. COL. H.P. EL- 115'-9 4' ' 19 � � I s2 I 30IT28 , I 30IT28 I ' 22.04 4 D 2 25.47 � ` s3 5 4 0 404 WALL I 1420 COL. 4x20 COL 3.36 � 30IT28 1 I 23.59 I S � 3.39 I SHEAR 0 CA I CA f WALL BD ' C / T.O. CIP FTG I EL= 1O4'-3S7 T.O. CIP FTG "EL= 103'-9V 4 I TYP. 2 I S2 � I 2 ELEVATION ALONG GRID C I BC3 ile _ v-o" I 3 ELEVATION ALONG GRID C a BC3 1/47 = , '-u 8 9 cn O 23'_0' 4'-2' 11 12 13.1 14 3'-11 ' 23'-O' 28'-7 33'-6 ' i BM 27'-14' DIM. ® BM. BOTTOM 8M 26'-1 w BM = 28'- I 33'- " - o w 1 wz 9 2" 9 -C 8 114 (L CONN DIM. ® BM1_ BOTTOM ` 2'-8w 6'-6' 6'-6' 6'_6" ; 4'-114. N.S. 4'- 9'-� � " I 4'-8" 9 -0' 9 -0' S'-9 ' 3 - BM = 33'-4 W F- - 9 -0" 4 -2 ' k g'-0" w 60 12 P. F.S. ,1 �`-- 54 51 4'- I 9'-Cl' 9'-�' 4'-`2' 4'_$" , I 8�_ " 3,- _0 g._a, --- 3,- °w ' !�. + g� „1 CONN g _O --- 6 0" -- `�$ 9'-0' TYp. 12 + 9 _ T.O. COL H.P. EL= 115'-3' i T.O. COL. H.P. i Q 18 EL.= 114'-11%4 a ool�s Z, '3 S2 I I f 8 o 30IT28 T.O. COL H.P. �.� �`�� 4 O 44 cJ 4 2 EL= 114'-2 ' 18 543 T.O. COL. H.P. 4 I r 408 21.58 .� S3 52 EL= 113'-111A' J 4 BD �� 14x20 COL. 30IT28 30IT28 4 4 g S 1 x2a COL. o 3.21 21.38 ' 414 22.4 " � 415 30IT28 " 3.11 V w N I CA � BD �� � BD � I 26.49 I CA 14x20 COL. 14x20 COL. O W aP � 3.23 0 3.28 OBD I SHEAR _ T.D. CIP FTG WALL , I � � WALL ok o EL= 104'-3" '~, T.O. CIP FTG CA CA � EL= 103'-7' rn OZ << z TYP. 2 T.Q. CIP FTG :.. t_ ... .: .. ! ' rn EL= 102'-9 ' T.O. CIP FTG ..:,. Q EL= 102'- N i ii 1, .n ;. ,.. :_...f n.ti'v1..M1.':�^•4G:S r-:., :. i ,'',GX � i/7 L.11 Y wr.:. : ,.:is - •;Lr•: :x rr..ats; `/yam y///...[ TI P. 21 A4\il:ll SAi.eiA_'.S,nl pGM.I' iAt&hU.Qr f.f ° 4 ELEVATION ALONG GRID C A�1Gi,r�e ir'ew ]] �' DA sv i�.gJi� (1. � " _ ,_ � 5 ELEVATION ALONG GRID C FR�'Sf1EER,�,�, $ Q N 0 5 BC3 �f4 - o B C 3 1/r = , _O. CONTRACT NO: 4--0>Z B 3910 Y A C B CONSTRUCTION L_j V N ,a ,2 ,4 ,6 ,S 24 26 28 3/4105 BC3 �W 15 17 18. 19 a L4 BM = 3O'-3Y4" 1' ' 1' BM = 28'-6' BM 16'-4� + DIM. 0 BM. BOTTOM if N 3'-4 8'�11 go-cr 9'-0' 1'- 8'-1c' IL ANN W N.S. a 5'-i 1t" 9'-6" 9'-t7' 3 5 $ O• 2 1 I t CONN F.S. 1 A TYP. 12 lz S1 s__! ; fm Li U Li v BM 19'-* D z I I I 62 1 ,_ ,� a Q S5 5 1 9 5 SS T.O. COL H.R. T.O. COL H.P. T.O. COL H.P. EL= 112'-71i�' EL= 112'-�' I 31 Sroo� 112'- 547 545 546 I S4 w I 4 2 2 '�° 301T28 rt 30IT28 30IT28 4 2 4 a 13.01 C1 R C.1 4.1 22.fi5 WALL iE I N 419 2 0 I 14x20 COL. BD 1420 COL. 0 8D o� BD 3.05 O 0 � 14x20 COL. � � 2.97 3.63 5'-4t CA CA S - ,9 -0 . O O T.O. CIP FTG BM = 19'-7� lo, T.O. CIP FTG EL= 102'-d' 101'-,T 23 ' 1 V / EL= 101'- T.O. CAP G 23 3. W EL= TYP. 2 i t I TYP S1 1 ELEVATION ALONG GRID C Z BC4 1/4" - -or W I 551 0 I 1 301T28 20 21 2. 23 15.60 404 23'-0' 28'-* 20'-1t I BD I W O I O BM = 26'-i 1 " " I BM = 28'-5t BM = 20'-4 I DIM. 0 BM. BOTTOM 8'-11" 8'-11� 1,- 7'-44" g'_OP 3'-E ' it CONN , rY Q N.S. 0 g, ' 9'_O- 8'-11' 6'-11� g�_d' g,_� 3'-�t 3'-1O " 9'-T 7'-Y I (L CONN F.S. 0 I I I W6 T`fP. 12 W Q T.O. COL H.P. 2 T.O. COL H.P. 2 T.O. COL H.P. 1 I 0. 113'-4 ----�-� 3 ELEVATION ALONG GRID C 5 4 9 S3 EL= 113'-7 " 5 cJ 0 S3 EL= 113'-9 4' 49 548 4" = 1'-o„ BC4 / 301T28 4 2 8 I �° 30IT28 �4:3 DO I 30IT28 4 3 2 I T 22.65 0 15.90 CAP 21.28 WALL 14x20 COL. 14x20 COL. I BD 14x20 COL. I �i BD � � W BD � O Q 3.06 I 3.14 0 3.20 I 8 CA CA � CA I I I I 26 6. T.O. CIP FTG T.O. CIP FTG T.O. CIP FTG OL ' BM 17'-2 a"I, EL= 102'-G Zv EL= 102'-T EL= 102'-G ll S5 9'-� 4'-5t 65 S5 TYR 2 + C 2 ELEVATION ALONG GRID C 4 C 4 1/47 = 1 ,_0* oco-- BM = 17'-24" V) c 2fi 6. Z Q 3. 24 5. 26 I TYP. 12 o 28'-2k 29'-0" 21'-10" S1 ' o _ M " BM = 28'-O� BM = 28'-14 BM 21'-8� 1' �OIM. 0 BM. BOTTOM ` t W 6'-11" 9'-0" 9'-0' 3'-1 g'_ " 3 _g" ' it CONN Z uj uj N.S.11 ` 6'-11'• 9'_0" 9'4" 3'-1 5°-� 9'-0" 9'-0� 5'�1 ° 3'-s" 9'-0' 8'-11 " ' CONN 555 _,. F.S. 0 i 30IT28 v TYP. rl I , 13.64 A �. rJ i T.O. COL N.P. I � I T.O. COL H.P. , T-0_COL,H_P.. 3 50 EL.= 114,-1�' ' 552 EL- 114 a 553 s3 554 EL= 114-a I OL LL� 30IT28 i 30IT28 ° w N 30IT28 436 2296 SHEAR 17. . 23 439 I 11 w 434 � 22.30 „ I WALL BD 1420 COL. o gp 14x20 COL. E o BD Q Cn Q U 2.91 1 4x20 COL. 2.90 I 5 ELEVATION ALONG GRID C 0 3.11 I CA I � � I A 1/4 = 1 -0 k��.I+,w��� �tr�.*zsx��$co�>zcr�� a a Z I T.O. CIP FTG ❑ .•sie=.'. .'fS'_r ^_ REVTS ;S' 3' 'r CA T.Or CIP FTG .i. °Q I I 1;v EL.= 104'-ar' Q r T.O. CIP FTG EL= 103'- _. ry 01 . gyp Q 3 l l f 21 F u ti i ,5 a .r�D "L". :n C,.ti Wt+e� AND T:.:ih: r}� i'U0.:YLwf'4 K.+.AN�Z� ?P:c WQAX, JL 4 ELEVATION ALONG GRID C � �ti'1�°e & ellc��Kl RATE lr SY M.(A.�t 0 c CONTRACT NO: _ BC4 1'-0„ - -- cn 04 — 0 9 3910 Y A � CONSTRUCTION Nw %w 3 � B N 4 ,z ry I.;Jl 7 10 3/4105 BC4 /Lu ■cc Z fi � � LIPS w 29.2 30 a 26.8 28 29.2 BM = 19'-g -' H L4 26'-Z 30'-f ALONG GRID ,C' 66 2'-3� 9'-0" 8'-4t � CONN� BM = 26'-lk BM = 30'-1 ' ' DIM. 0 BM. BOTTOM 6 a S5 c� X-21' 9'-3r g,- 9,- 6'-7 CONN 8 lk 1 11 N.S. _ ' 5,_,,g. 11 2.-�' 8 -� 8,_0. g._O- 2 - TL CONN F.S. ,,j , 9- CONN 2'-`2� 9'-0" g'- � �U TYP. 1 BM = 13'-T U 51 J t__3 29.2 30 .0. COL. H.P. 2 T.O. COL H.P. 5 EL= 115'_6 EL- 115'-9 a D WP. 12 s S4 556 s1 �� r n 443 30IT28 l� l 301T28 23.81 ' C ,, 20.58 ` I 44 N 14x20 COL. W ' BD ' T.O. COL H,P. ' q BD 3.D5 0 ' If 116'-1 7 558 2 4 S5 4 S4 S H EAR r 1x20 COL. � CA 3.51 � 30IT28 WALL 445 0 15.64 CA T.O. CIP FTG +v EL= 1420 COL. J ! t T.O. CIP FTG OL 3.05 EL= 10.3'-1' TYR. 21 ; sz CA T.O. CIP FTG � r ' EL= 105'--T �/ J W ELEVATION ALONG GRID C TYP. sz o p - 7 p BC 5 1/4 - , -0 0 2 ELEVATION ALONG, GRID C J p W W J Q C� W 0 C� 31 32 3. B A 23'-0' 29'-5' ' BM = 26'-41/4" BM = 29'-104 ' DIM. 0 BM. BOTTOM SPANDREL = 23'-6' 9'-� , N.S. & F.S. 1 ( ) SP 0 2 O" _ CONN 3'-5 9'-0" 9'-�, 4'-1 3'-11 g�-�' 10 20'-O" 1'-11 N.S. dt F.S. I w z R � Q T.O. SPANDREL S, EL= 125'-91)r 6 1 TYP. 12 S5 I goo PC SPDL SA s C 4 � � � 22.30 � � 71 41 T.O. COL H.P. cJ 6 O S4 I' ® ® ® ® ® ® ® ® o 69 1 rJ 5 9 Ss EL= 117'-4 ! I 2 =� ' o� 30IT28 "' 30IT28 I 23.73 SHEAR 22 '1 20.80 , T.O. CIP FTG 448 WALL , EL= 11r-1'�' N BD cip BD I u 424 14 O , 'WALL 14x20 COL. i s2 Ks, a 3.58 S CA I T.O. CIP FTG ELEVATION ALONG GRID 4 3 �.= 104_ IC 5 V TYP. S2 0 > N LJ N W cn 3 ELEVATION ALONG GRID C IC 5 1/47 l'-T 0 << ui ry DATE BY WUL S IN 05� CONTRACT N0. B 04 -- z � 0 3910 cn V N CONSTRUCTION 4 A L.Li 7 iD 12 14 16 18 24 22 24 26 28 30 32 3/4105 BC5 �W Cc A ■z � ^ GROUT SOLID V EQ. EQ. 1, 3° 2" 5" if eo,4 HAIRPIN S } GROUT SOLID " • GROUT JOINT SOLID i 2 w � SLAB # te FULL LEA SLAB TIED TO BOTTOM 6- 501 STEEL IN SLAB 15 x 1'-11/2" o 1 a . 103 GROUT JOINT SOLID 4" " 5" -j = CIP WALL 5" 2° 3" x 6 x 1'-2" FULL LENGTH 4 a ° 4 0 W/ 3) +"0 X 0'-6" HAS ='$ ° a o o, GROUT JOINT SOLID & ( } #5 BARS V " Q FULL LENGTH SLAB a q• '° ;� _ �. l—SLAB V~i 4 DRILL 74° HOLE AFTER 02 a d :.4 a - 4 �, 4' o SLAB HAS BEEN ERECTED DRY PACK GROUT 2'-0' _ #5 x 3 -0" �. :' a _ 4 Z Q UTILIZE BACKER-ROD TO 1 1 .CHAIwIFER CONT. UNDER SLAB �� -0 BENT BAR " °S °i ° " 4 EMBED 5 DEEP INTO a 4. 4 - " DRY PACT( GIRD HILT]HOLE USING THE �- a a Q SEAL 1h PLANK JT a 505 1 PLASTIC SHIM STACK ° Hi TI HY 4 •Z SHIM AS REQ'D AT %+ POINTS L HR 150 INJECTION " UNTIL DRY PACK IS APPLIED CONT. UNDER SLAB c ADHESIVE ANCHOR SYSTEM DRY PACK fiROUT a d ~ a #4 HAIRPIN CIP WALL W " CONT. UNDER SLAB ° � , EMBED 5 DEEP INTO a 505 i' PLASTIC SHIM STACK AROUND STUDS S C v x c, j 9 ° DRY PACK GROUT ° �, �+ 4 HOLE USING THE RECESS SHIMS AS RED D ® <4 Y4 10 CONT. UNDER SLAB a ie ADHESIVE ANCHOR INJECTION SYSTEM POINTS TO ALLOW DRY PACK 10 a. 8' TO COVER. 507 . OR 10" PL x4x0'-10° ° • �, 50 1' PLASTIC SHIM STACK 4- RECESS SHIMS AS RED'D 0 1/4 '/+ 14 2 1 fl 2 POINTS TO ALLOW DRY PACK ` AROUND EACH BLKT. TO COVER. " CIP WALL 3910-C GROUT JOINT SOLID 10" L 5x5x%x1'-0° low I W/ (5) #5 BARS FULL LENGTH AFTER INSTALLATION . • -r Y . 1 2 3 4 5 S1 S1 51 51 S1 No.REV. DATE CHKD. BY DATE No. REV. DATE CHKD. BY DATE No. REV. DATE CHKD. STY DATE No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE GROUT VERTICAL B GROUT VERTICAL JOINT JOINT SOLID AND NOTCH SOLID (4) �8'S (SEE L5 DWG. FOR LAYOUT) FULL GROIIT JOINT SOLID in 2" Jw SLAB EA SIDE �/+ 3 1' 11' Jim 1' 9' /� 3 a GROUT JOINT SOLID . 1 4 (2) 14 HAIRPIN 4 r a : 4 R ;•, ;.; P/C SPANDREL FULL LENGTH (1) AROUND EACH 6 Q 4"' a 4:.• OUTER STUD ■ d �a ° • • . lac � . 1 DRY PACK GROUT � 103 _ E PLx6x0'-fi" CONT. UNDER SLAB 2 It x 6 X l -2* ' ° r PL 1/x3xO'-5" " '- ' A + - e W/(4) /20XO 4 HAS W/ ((3) + x 0 6 HAS - �� a 1 & (2) #5 BARS UTILIZE BACKER-ROD TO l ° 1w NP CHAMFER p* SLAG 4" a a c w� 31 a CAULK BY OTHERS) CAB a a c SEAL PLANK JT FOR APPLICATION r,• a 4 SLAB r`� °. OF MEMBRANE a .4 ' a Q 4 IT BEAM "504 0 4 4 a 4 a °. ° 4 a 2'-6w IT BEAM 1/4 x3 x CONT. KOROLATH EA SIDE a '� ° d °. ° d 507 SLAB a PL %x4xO'-10" ° a 104 PL %x6x0 -6 " e 4 '/4 10 i " WI(4) 1/20x0 -4 HAS SLAB PRECAST WALL- %' ; = DRY PACK GROUT 4 CONT. UNDER SLAB °' GROUT JOINT SOLID 105 r• FULL LENGTH (2) L 5x5x%x1'-Ow 1 2 L_ 1 2 V 4- g- W/(4) #5x2'•-2" y+ 14 10 p .. _ " (s) #5x2' 7 BENT it-ON 0 Ar or P Y o 503 :. 503 PL x3xO'-4° i •.,;•.. W/ #5x2'-O" LiJ Al �. d N 6 7 S 9 10 S 1 2 24 05 1 S 1 S S1 S1 No. REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No. REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE ONE c CONTRACTOR NOTE: 1j4 3 LOCATION OF PROJECTING REBAR NEEDS TO BE HELD TO A 118"+- 506 TOLERANCE.THIS TOLERANCE SHALL BE HELD IN BOTH PLAN PL �/4x3x0'--5° aw 11" Jim " LOCATION AS WELL AS PLUMBNESS OF THE PROJECTING REBAR.IT IS � �/4 3 RECOMMENDED THAT A STEEL TEMPLATE BE USED TO HELP INSURE R�� '�'�o O FWWISH AS CORRECTED w 2 SLAB THAT THIS TOLERANCE IS MAINTAINED, ��1�-'u s NEVIS E�i7`,`s,;a:AuT Q 4; 1 CF[.4+i: .S :S:GA..^,ice�A.+:CU,tii'fC C•\u'.V'R'.J 7,;.SiGH aid f_/ CY.\l-.Jr 1)F 'ACJ LL•• 4\'b Ci \T.-R.k � •F�e ``VV I IN ci 4 ALONG GRID ELEVATION 10° = a = 5.2 105'-10�/�w 106 �� I --- � i �. 5w R % x 14 x 1'--2- +' 3 _ 10 103'-51x' r! DRY PACK GROUT SLAB W/ (8) 3/+"0 x 0'-6" HAS E - 10" - V ^�� 14 102 V -. CONT. UNDER SLAB a a ar �t:5, - = E � w DATE: M os �;ti• .eyLK, © Y 1 4 w C14! I , , .. 4 4 4 4w , PRECAST WALL 19 102'-7%x' f 10 , 23.2 103'-4��' � . r a a 2 I'� 2 t 105 " SPANDREL � PRECAST WALL S 504 /4 14 (2) L 5x5x%x 1 w 0 25.2 104 -l0 m a° a' a 4 ° a 4 1/" x3" x CONT. a W/ 4 5x2:=2p 4 h w �. ° KOROLATH EA. SIDE 4 & �6� 5x2 -7 BENT 115 30 106'-61A" 108 c 508 iE 1/2xlOx1 -0 33.5 107'-7%- I I #11 NMB I— IT BEAM 1" STEEL SHIM STACK a 507 W/ (2 #5x1'-6" - I I , W/ (1) #9x8'-6" W m • 4 PL x4xO'-10" & (2) #5x2'-7 BENT 4 Q w SLAB 2 -g EA. SIDE _ FIELD CUT 3901-G a.l i OL TO THE ELEVATION GIVEN I I d 508 _ 507 4 � 104 ,� 515 I I 1 STEEL SHIM STACK W (J'} � PL �x4x0'-14w PL xfix0'-6" . IN TABLE ABOVE, a EA. SIDE W/(4) 0x0 -4 HAS /x8x0'-8- --- CIP WALL C.� '/4 10 MANCORD PAD a z N PRECAST WALL t CIP FOOTING AQDR/�,,DSHIM 105 Q (2) L 5x5x%xl'-o" 10w 2 11 2 CIP FOOTING W/(4) #5x2'-2- /+ 14 10 i y 7' 6" 3910-D L4 Q & (6) #5x2'-7' BENT L Sx4x%xS0'-8' �, N w W/ (5) f5X2'-D' c n c. 1 -1 W/ (5) 5x2'-8" BENT O a DRY PACK GROUT CONT. UNDER SHEAR WALT 1 -$ CONTRACT NO: r _ 503 PL %xl4xl'-2" DRY PACK GROUT (f� �°' PL x3xO'-4" 3910-G W/ (8) Y*OxO'-6' HIS 04 - WI #5x2'-0" CONT. UNDER SHEAR WALL x4'-4' BEM o 3910 1 4 u� 1. A A I I A A 1 1 12 13 14 ('�15 w � si 11011 2/24/ 5 S 1 S � S � + ,2 os 314105 S 1 g No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. 8Y DATE No.REV. DATE CHKD. gY DATE No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE ■Cc � 30 0 , 3" 7' C3 W a CIP WALL 1 Q 514 GRID GRID 1 .4 � V� PL %x5x0'-5" �5 v 3910—F y4 7 1 BEAM (2)L 5x5x3/8x1'-0" 15 " g W (10) 5 REHABS 3510-D BEAM " BEAM / L 8x4x%xO'-8' O W/ (5) #�"-0» Q W/ (5) 15x2'-S" BENT 101 0 2'-0"»BEAMS I 127 e /2x 12x2'-2" ON It hx7x2 -2 , " W 3 5x5'-1" BENT 4� W 3 5x5 -1 BENT I I / ( ) # '!4 4 CIP WALL o / ( ) # 111 " 1 & 3 5x2'-7 BENS �V • . i " " & (3) #5x2 -7 BENT N I PL /2x14x2 2 " o ( ) . ° tiNw 102 0 2'-4' BEAMS W/ (9) #5x 1 -11'� — _ •` N r I .- t t/2x7x2'-2" 1 N V �. � `� r W/ (3) #5x5'-9" BENT r AT- 507 511 & (3) #5x2'-7 BENT 'l4 to PL %c4x0'-10" PL '/4x4x0'-4" SEE PLAN VIEW DETAILS I 1 " 509 ' 1 " FOR BEARING PLATES I 3910-E 2" 2 2 1" P/C SPANDREL 1/2x6xl'-6" IN BEAMS W/ SKEWED ENDS EACH SIDE 509 I L 8x4x%x1'-G" " 4 � REC. COTTON DUCK PAD i '/4 5 " W/ (4) #5x2-0 $ /2x6x 1 -6 1/+ 14 10 2 Ya 8 " 31 COLUMN 7" 7" I 11 d COTTON DUCK PAD 7" 7" CIP PILASTER & (4) 5 BENT 2 11 D COLUMN PL 1/2x 14x 1'-8" & 512 PL 1/2x14xl'-8" 7" 7" W/ (8) #4x9'-6" PL 1/2x6xl'-6' 109 V- 2" W/ (8) #4x1'-6" (2) L 5x3xx x1'-0" WW W/ (6) #5x2'-4" PC WALL 1'-2" = i S n III 10" P/C I �� WALL ( I R w '-�Y I U} I 16 rl 7 18 19 20 2 2/24/0.5 1 12 05 SZ S2 S2 1,�12 NO REV. DATE CHKD. BY DATE No. REV. DATE CHKD. BY DATE I No.RkV. GATE CHKD. BY DATE No REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE 514 1 GRID PL %x5x0'-5" 1 �� /4 7 1 GRID 15 " BEAM 112 COLUMN PL 1040'-8" W/ (8) #4x2'-0" it O1/2x7x2'-2" _ � 116 " W o tl 1 IE /2x7x2 -2 u 2 SPANDREL W/ (3) #5x5'-1" BENT W/ (3) #5x5"-I- BENT CIP FTG. 4 �4 8 & (3) #5x2'-7 BENT cv = 844 e ; & (3) #5x2'-7 BENT 2 r T, 3910-0 r cr. Al -1 0 1 4 8 1 L 8x4x%xa'-8" c� /` 4 511 4" 8" W/ (5) #5x2'-0" �. 511 PIL 1/4 x4xO'-4" W/ (5) #5x2'-8» BENT 513 ` PL '/4x4xO'-4" 115 509 2" STEEL SHIM STACK I IE '/2x10x1'-0" " �x6x1'-6" 2 104 W/ (2) #5x 1 -6 COTTON DUCK PAD 10X1-9 4 CIP WALL & (2) #5x2'-7 BENT • E PL �x6x0'-6" " A307 ANCHOR BOLT 2 /4 8 W/(4) 1/20x0'-4" HAS 1/4 4 s 1 72 W/ (4) NUTS do (3) WASHERS r SHEARWALL » n 110 515 PILASTER 7 7 PL 1/2x 14x l'-8" 4" 4" I 1/2° x 8"x 0'-8" I W/ (8) #4x1'-6" BLK T BLKT M ICO AD _ ADD 1/2" SHIM 1 ' 33 AS REQUIRED Q P/C SPANDREL 3910-D Q N I I L 8x4x364-8■ " 1 -0" u 1' 12" � O j O = ! MI/ (5) 5x2'-4 CIP WALL 3 co o I 0 4" 8" W/ (5) #5x2'-8' BENT S tiooN r..l 4 V r r I V-0" o CIP WALL P/C SPANDREL -f lir r O I O Q I N 391a—D SHEARWALL m 2n i On 2n L L 8x4x%xO'-8" 7" 7» W/ (5) 15x2'-0» o I W/ (5) #5x2'-8' BENT AI a 21 A 22 A 23 24 25 S2 S2 S2 S2 S2 No.REV. DATE CHKD. BY DATE I No. REV. DATE CHKD. BY DATE I No. REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE I No. REV. HATE CHKD. BY DATE 9 1 514 10 ' 13 , w 514 " PL %x5xO'-5" 5 514 » 1 3.4 i 514 14 1 � W- PL %x5x0 -5 ]5 t -�--� PL %x5x0 -5 5 514 » ,- " t /� 7 t - PL 3�x5x0 5 5 Old /4 7 i 1 .. " /4 7 i PL �x5xd 5 � 5 , �.�^--^�/\/ n „ r " BEAM 7 J /4 / \ i 3 BEAM 15 4 BEAM 3 /+ 1 3 1 CA 15 4 GROUT JOINT & LIFTING STRAND , GROUT JOINS & LIFTING STRAND 15 4" " BEAM 15 4" r4" z �GROUT JOINT & LIFTING STRAND 15 - - BEAM I IN SOLID FULL HEIGHT E IN SOLID FULL HEIGHT IN SOLID FULL HEIGHT O # � �' GROUT JOINT do LIFTING STRAND I GROUT JOINT LIFTING STRAND IN SOLID FULL HEIGHT IN SOLID FULL HEIGHT 101 ` � o 101 Z 1/2x7x2'-2" _ 4 IE E i /2X7x2'2" R � 1 � _ � n f = a W/ (3) #5x5'-l" BENT O Cn & 3 5x2 -7 BENT t » ° �, W/ (3} #5x5'-1" BENT I n " i " " 101 = o 1 a c1q 01 N 81 I & (3) #5x2 -7 BENT N N ( ) # N P- /2x7x2 -2 I 101 " 901 N I n " Y �m ��' � & 33 5x2571 BENT �Nw " " j '�"c-)� W/ (3) #5x5'-1` BENT Z B / { ) # 8 8 IQ /2x7x2 -2 - IE /2x7x2 -2 , " _ _ w ( ) # = W/ (3) #5x5 1 BENT -IN & (3) #5x2'-7 BENT & (3) #5x2'-7 BENT o U 509 E Wi- '/2x6x1'-6" w 1 x/x2'-2" 1 I ion 1/2x6xl'-6" 509 COTTON DUCK PAD " 102 W/ (3) #5x5'-9" BENT - COTTON DUCK PAD '/2x6xl'-6" 5 9" 1 1 » 509 1 1 " W 1 f2x7x2 -2 , " & (3) #5x2'-7 BENT COTTON DUCK PAD I 1/2x6x1 --6 I %2x6x1'-6" 1 Cn I &/ 33)#5x2'-7 9BENT T COTTON DUCK PAD COTTON DUCK PAD b " " 113 ( ) SHEARWALL " 113 t , " COLUMN " " SHEARRWWALL 113 " w COLUMN 7 7 t 1 " 7 7 PL x6 14x x 1 -$ 7 7 113 " " PILASTER n " PL 12x6/x 1 8 z CA PL 44 x1 —8 PILASTER / ( ) " SEE BELOW COLUMN 7 7 SEE BELOW 7 W/ ( ) / ( ) FOR SKEW PL /2x6/x1 - SEE BELOW " FOR SKEW � SEE BELOW � " W 4 1 -$ i � � Be 4 4x 1w1,8 c �.. '^^� o z F FOR SKEW W 4 4x1 - LOW / (4) 4x1'-8'" FOR SKEW PL FOR �...w .n ❑ c� •.�..a.acoRr.crp ��, << g FOR SKEW W �, ,•;:s:.;��;.�.,�:;•'., :� I 7" 7" 7" 7" I 1 W/ (8) #40'-6" SKEW 3 SKEW SKEW Id SKEW SKEW f SKEW : ., 1#7218 SHEARwALL V SKEW SKEW EW I a il'1 wFn y„ti.��.r.ti,... E•�,:tws u cs,.::a.It ^ PILASTER A an".SFn�...1 4L".),-W.,:.r,w,.i S^ca s ai�aOa.F_.1.•,.5�r.:. klonroe & Newe_l�Ul O �Q Q N I N 1 - to Key N DATE OB DS gy � l"�.h�L.. ( n p V) ,n elceri,Inc. CONTRACT NO: �./ / 61 � 1 04 — COLUMN I COLUMN O APPR VED FOR 3910 C/-) 28 27 28 29 0 RUCTION 30 32 �\12 S2 S2 52 1/12 °5 314105 S2 V) No.REV. DAZE CHKD_ BY DATE I No.REV. DATE CHKD. BY DATE I No.REV. DATE CHKD. BY DATE No.REV. DATE CHKD. BY DATE No REV. DATE CHKD. BY DAIS