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DURHAM WASTUWATER TREATMENT PLANT PLAN - PUMP ROOM " Z a urt .a vnnOM a CKOm JGS RIM P- 720 -126 SII9 . -- • —.- • OFFICE COPY= -I CITY OF TIGARD III LL c o I.., Approved. wTPM- eft: = .[ Q AS BUILT PLAN — PUMP ROOM Far onl the work as described in: j ] . P R Y ' S ,�, „ � 3/16 =1'D” PE9MIT NO. , cam See Letter to: Fol ow [ ] I ( VERIFY SCALE BAR Attach "[ I .. .r .. ORIGINAL D G �;b AdCIf @S,S: IG5DL/ no to- �_Sw� 'S L F \P�� DATE CDD-DATE 0 /�zc V/ L� �` / /ui— EXP. 2 -31-09 DWG 346 0 DWG S -01 w SHEET SHEET -NO y FILENAME: 01_1 345196.dgn PLOT DATE: 8/19/2008 PLOT TIME: 10:12:20AM 1 1 I 2 I 3 I 4 I 5 I 6 C ° w N l[ N I . V .r • 1 OIL MY ALPO Ali I • [S NOTE FOR D: O2.�0UBLE ° VfiR RESNT. ST11TlP P,/® 6° AN OL O�/ fi (\ .) J ,�� Iwino+o oi'r: A • 6G INPLUEM I` ee .ee Z VER W( - : -L PIPS OPNGS.-TYP. S SIDES OP ° • r • I NFLUENT HO ,, ty 4 00 _ A 1 , : t 1 , : t 0 . . - 20. a " std SS -O R:0 20-G 2 0- _ I I ^ - � - Y •D B I! 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MLLE Z U I 1 I - � PARALLEL W I SAND A.4ED ' `• O Z ri I- I W-0 W-0 2- • 9[9 L O K4. } - ^ �\ F- O Y •9�It TO iL11GC EA /0 GATE 40TYR aATE i 1ll T.f a - a , N 0 io .08/12 J is 012 ABWlaL 0 O pN a, Typ IL 120'•TY • Q r0 12 --' - DM R • j -• I. LANDING[ m C � B �G ('•QI.I W d' S �S [TAHI. ET PIT A I ' ■11 - I,I � AROl1ND PlRW. Q r I 1 o D I 1 I W L 1 I, , AIll j S NANDRAIL OV D ♦ I O K OS UNDI TY R I WET PIT B I I D -L ` Y F � FF p F G n EUII S i '�,' 1 � I RGP. 1 A! N �� ,� i. /' T PQ AL L.- Z S I . • RI00 12 LANOING I 110 " NER$ JOa.O- a1.118.0 . 11 1 .1 I , *GaltCOM I I I 6I *a m lx (6FJ II j9CIOt& 7 r Ei I eo I I ' I I I I I COR za �rTRG PLKK . � 9 -PtAG 65 J � b 1 1 I I i 1 .< 'o ^, //�� B I I 1 *7 TDOT. HL QoPNG, V \r•JMI►�1I �.® a ■CeI! e D 1 - 2 R 6 HOO T.SBOT. I #9 •Ix' -de IL I :21 1 I WE STEM OPNG. _ �j 1 I 1Illlll/�IIIIIIIII'1 IIIIIIII. - . 4 DLACE4 IO F p - �.•+ -TO EL.IIB.O .•- _ S - -¢- G. P IC •'•1L •'•1L -S- a - Iy7 . - N I W q halt DWG. REF, PRO& 1 I I I 0 - C_ DRa. S:O •9x21 =1o' • *9 C.1o•o T.6 ROr. LL LL cC rS •G0 4b' i DID S B Ei• S=0 'E ' 4 S 1• T. DUT. 2 PLACES 24' SLAD W/ �� 1 2 E.Wy W O 'O - 4' 0' I - - TOP a! B.YT. YF RRINF. t gl -_�.. y_ I 1 I - I _ I I _ • _ ADDITIONAL BARS AS 0 0 I I INDICATED4REr. NOTe ABO Z Y gi --- - / 9- �� R E INFORCING -M OTOR R OOM Z z o � Ah. EL CR T L ZlP S /e "= i •o" w - F I I 4 REEF.1,5C \ PLACES All HSS COLUMN p3 �- I 1 I BELOW O S CAST IN RACE W O IA *6• le•G Q 12 tL.IOi60 1100 ANCHORS •4 R• ROOM EL.103 • O n W H O W • SBO2I2 ABOVE EL.IID.D DUCT BL REF. 067. • 0 012!•t0 10 - EL.IIBA '4 O g w LAl215 . •G@IL ELIICA 0 . " W €1 Q- �" T ROIR VaINTY FUTURE ® :ai• 9 0, PR I ! W O I Sill / YELI POR CU . 5 3El � • M1 J 9 BL . 02 --- '�O % ATNG- 2 0.A ID " FEY (q V1 � G ORAIY I U t11�� / L.71FURE SG; ! �� i9 6? 6 I 00 Q PL O I, I 4 Llyam 43 © _ 1W I P,. f er 4 P � �_` I + di , I �++ � � EELOWtPL N ' { J I � � � I Ra F. PG I ` I n I - • I SL S' I 9-T' •�-o: DN 4 -4 3=o B!7 S_g� »J- - - - - -._ 1 . I z� O L N T� r 1 III = - - -- ( u� N � 1 ' O 1 4 T 1 l ` es STAIR, NOT FOR STAIR V Pi -_'_� ° =__s `-- -.'"t. J • SHOWN. REF. 544. 0 N _ I I 1 I C I I ;4 12 ABOVE - s9. L O •6 IZ .eov[ '_ 9'-6 E et It 1,t0 ¢'7 5 =0 S =B• I a 1S'•8 9=O O EL.IOm 30:0 . -- - BLOC. 30 -0 SECT I N 7 O s 0 e-o 2 80,o' WO • I' -o" 9S N B0'-o' _ I I 1 ....--...- 1 SECT / 1 / _ I 'd '7 SS 2 1 . NC FROM 6L IOC 6S O G ABOVE NOTE MAY ISE GOD m. POINTS • 0 • EXCEPT THAT I N FLUENT PLAN - MOTOR ROOM - EL. 108.-o" Of MIN, 5TRE45. STAOOFR Q O ce MANHOLE REIMP: FROM LAPS 4e.'. DC.. NO7 LAP 40- qN-• L MORE THAN'.d OF BARS ��c C 1 � BL.93 4 °4S A80V 6. %i • 1'•0" Lq ONE POINT. � t ^SIB 4 1 • \ 0 - THIS DRAWING HAS BEEN REDUCED o L ^' .( m H APPROXIMATELY ONE -HALF SCALE �..... Q d C O '' \r i•1 L l so E 7 L 1 I 1�1 I- e.Le '°"a° LP 5 .`•m` •� DURHAM WASTEWATER TREATMENT PLANT UNIFIED SEWERAGE AGENCY i 1 ".>., wls oreD Ie.n 8 Btevxne,Tt. F tuoynn,[..e. . PUMP STATION !L Z n4RC w13 ) li s.y vw..iP1. ,e.. PLAN - MOTOR ROOM H - ......e• --- osc JOE _•u a P- Tso.o4z -12609 '°" W d A ..._ -.- - -' - -....- .. .._- = J J LL D Z m Imo C , 3 T 9 AS BUILT PLAN - MOTOR ROOM 5�` D a � F q <' 3/16' =1'0' ♦ e.env`* VERIFY SCALE E ' 0" �- BAR IS ONE INCH ON ORIGINAL DRAWING. 2 c4 " •' ,. F 0 -1 g DATE CDD -DATE ¢ I EXP. 12 -31 I PROJ 346196 LLo DWG S-02 SHEET SHEET -NO N FILENAME: 02_1_346196.dgn PLOT DATE: 6!192006 PLOT TIME: 10:02:23 AM 7 1 I 2 I 3 I 4 I 5 I 6 `1 W N K F N 2 E r 7_ 4 °aa y A Sa �_ i • 25'-a• 19'-D" EO CONTROL ROOM _ ts=A" I • p _ A 1W etc,' cote _I t=D' .-C2* 2'0 _ 20 =6' _ VS '1 S• , I 0.x-0 - 1� - 1 I S )- 1 I I I Ail N I` NOre:CUr RARETO cli. Z (1 CO p • El-it 9 NOTE: EAST•WSST I� R TRPt8oc `- - OPENIN AS RS U D . d A 0 I 6S RUGT FOR b17 T' r G co¢N5¢5 r 5 a I I 6 SPACING,* TYPIGL ITj• i I•re 12 BOt L I 1 - n m ' O CONDITIONS. yr �(; IZ TOP I'�5@.1'L 'TDP ' , a cc 1.". I I 1 A A� 26 ".9�0• ! CANTILEVER RS — . Tog • -I .___ -_ - - -- F , 0.0 . le �—� � 1 • w ! GDr.68• I r - BVT. TYR ALL - e ,b- - 1 I O •- •El© 1 Ott 1 I CO[N Mt-0 CPNf .. • f 1L-0 I Q W S ` S Mt-0 Bur / \ TRPdbar. I 1 >> $ I ORATE PRAAO \ \ I 2 -1r TO► , ` o I aU • F_A, 1 r1 ,v� t11Da d1 I see •.� FFT� I �•r I __!?3-,99 « I ®E T YP. �FEII� I CC4) 6 DES I. 54t1r7 �EL'� I PLACES I `� 2 - I f • }+5 ? -�+ eP - -- - -- J I • I- a € i o • • ■ �s��a__�,_L�. I EL.13o'0' hI�A�ai•��L 1 �,, - - - -� - I LL F t . ■__ 1 - - I I l. i-a_lz 7pp� CCSCOMTI rl16 --- r - - 7 - � r — . I . I I I �.j OPNC.IPARALt�LTO BeAM STL. — I I T I. T� Q R int — I : I _ - L - -- - -- __ J I (� I I I I / I I � I I 1 i ui° I ,4 'I- — `RAF - - -- • , II is ^I 3 � 1 l / II 1 \/ ` / /' � \ ..• , / I : z z = ' - 24 . .4 . • - - ' -C - N __ —_ 2Y•0 - - - -_ I,.. I �z 1 I //'' 1 r J. 5•441 1vN 1 / \ 1 • I a N p , f I "1111111P41-11- � /1r� I m 1 I a 8 I f z a oP evI I I ► I p'j� D V �7 I I' 1 L = -I - - - - -' I I I ' ESF� u— I j o I.' ELF]V 1: I I I I N � I I \� 1 1 I I a I 'O1 L tee 27 I 19'5' I EL__J L _ � ° �, ` J I. _ ' ._ � L__ 1 L___ . F. co . 2 P4KE5 "I 'C; CPO4.4C _ -.. - - I m ' I 2 : 5 T4UCTURE J -TT t ,, ,,�� 1 O * 1 0-o TOP R — N B 4 � i 'D� - - - -� - - - LJ - - - - - -- - L - -I• I W27x84 0 a N r!� Tr `r -V —� _ — I I r -- - - -- - -- j 2EINFORCING ^• W I 10 ef � I I IeIES., z PLACES I I i I I I Y 1• -°• � N �g t .. I 4 .. 0 . s . •D .. 41 ,. ,,.,0. I sta I I s •-o• I ia 1 ,,. Ye. s•-o• 44Y I s: D.. t0•_� TYR R w W U�"O T.d 9 == • _ d_d _ �� field I d { - nwP NOT LL - ~ —' ••1 -�, }L� I � L r • 9 • *9 R 90 -0 PLAN AI)ovR. f 115 Sp SEAM O 0 sg I _ I F T -- I .. I I I Y a 1 I I I T� ) MD G 33 0 ..n. 1'ao' I / ' I ' I \\ : I 1 ; pON SCAM -TYR CA Z o o Ng • E sue L I E it" M • 1 R \ I / I R I / i. ; .I I © . :v !�t i!, Z Z o =W �..L'7� I I•' / 1 \ ! I \ I I 2• - ALL weouMD 0 3 O. a PLACES 1 I / I ��II 1'„ L. W I DOORS! I ! I . • • I I I I •�� .I TIM I ...a 1 b. BONDI-CS OF f4 3. y': 1a - 9 - _ - -- - I_s_____15- . 4 d.(, i2" q•TYP+1I i ! I I• II 1- �91s25 -o T 1 ! 1:1: s. 14.0 Z w - MET. PANELS 41:0 • *WO !El ! � 11 AROV .n¢ t . •q .A a'TYi U Nor1NDWN , 1 1 ` ® II . Aces / l ' V t� U IN� ' 1 TYP. STIRRUP Ill H gw REP. ALI 21-01 I' I 11 I 1 27 0 I t6 -0 SECTION I LL g W I h �t:,1� EA SIDE I eLEGS F OR' L - -- --- - -� ! _ J I I hI SECTION © 1 �F o dl 11 4' -ILO" U i g p •I. OP DOORWAY. EQUIPMENT I U co DUCT elroUr I SUPPORT, I - --- - - I I I I I 1 V2 " -1.O" Z � . = ii Ve RIPT EMI TYP I I I a w/MiICK ! 1 I r n ELI2Y 1 27! 1 I I 44 I' -6 d' J S MI I 1 1 I: w I S-04 I I 1 _ I Pe. ALL _L I 1 ---L 11 �_ ® __ I i I ' il I' Tov �'„'•° s • a nrD.l.c. I • .T VP. 5- -0 6 o I- " s - - 1 - I_- _ - -_� -L I � J y . ______ a ' -0 14-: U CC vi C _ 6=a 06:4•• i • E fa SnRRUPg f STIRRUPS 1 €1, It 812 2_ 2• S. 25•o U 1 1- 9 ' � I .,,.21.6 U 0: O III 7.765.17'4 20 x75.0 4 R I L �BAIB•4 . / 74.MBEN " F F + Y ad - 2- -O 8 20,142.00E dP 2 . II c•-•* I. L :J 2. 9 1 ' ss -o Ia•D • 2.1...I. ` - -- 1.0 OF 2- 21 -o 'et' 2- ION ® S ECTION O SECTION © SECTION PLAN - CONTROL ROOM - EL.1301-On ve. liz "'I'-0'' 1/2• :1L0 jj - I'. O" BEAM WALL CONNECTION 0 • .1 Z ° 1 J O /- J ' `_ ps n.fi. THIS DRAWING HAS BEEN REDUCED ()'' a c S " "� d Z APPROXIMATELY ONE -HALF SCALE �• „ j 1 / 0 — -- — 1 �'IS 6 y1� 7 U -- coma, AR ""°m NIF IED SEWERAGE AGENCY PUMP STATION d 1 ���6J// Stevens. B te�onn. TlAOmyeon ffi Runyan. paw. S, , N , ,_ Z __,e..I1 !LLCMs surA oteD jays MARCNI9Tt ' 1" � �� B.. DURHAM WASTEWATER TREATMENT PLANT PLAN - CONTROL ROOM SI18 u) W d .3 ; No .svlslo. ace JOS i. as na P•Ta0.042 - 12 610 -1• ` 1 . _.., - I = I- J J z ...' C 'P a AS BUILT PLAN - CONTROL ROOM c P R(r - Y 3116• =1•0' • ssa rm�4 It VERIFY SCALE E • 00 BAR IS ONE INCH ON C ORIGINAL DRAWING. iR qrF rL,LF\Q1� D —I ° 0 DATE CDD -DATE re I E. 12 -31-03 I PROJ 346196 U. DWG S -03 ,w SHEET SHEET -NO r� FILENAME: 03 1 346196.0gn PLOT DATE: 8/19/2008 PLOT TIME: 10:02:15 AM 1 I 2 I 3 I 4 I 5 I 6 •I A W8x18 W8x18 W8x18, TYP L BOLTS 1' MIN (1 1/8' MIN u r --- 0 BEAM/COLUMN CONN 1 1/4' MIN AT COPED 2 1n' MAX FOR 7/8 DIA BOLTS) �d BEAM FLANGE / ' v @AND� BOLTS) FOR 7 /8' DIA ) I 2 12• COPE F AS STD v I , REOD FOR PROPER GAGE E cq [ INSTALLATION _ a e SEE - I 1 JL6x4x5/16, 1 ROW CONN • er A r m ^ m NOTE 5 - -I- `� ONLY. PROVIDE ADDL - 1 = _ 0 A a 3 ��+ �B + tee 3 — it f � B TO ENCLOSE BEAM I _ Z N o )- I ;� 5 /18' x REOD DOUBLE • I • _ w cn I , ANGLE. TYP UON . xn 0: z < d 0 1 1/4' MIN, .. -- W B /4 T&B ill-- . . . a m O HSS 3x3x1/4 STEEL BEAM A325N BOLTS, TYP UON _,1, a a o COLUMN, TYP OF 8 OR COLUMN 1 1/2' 1 1/2• ST BEAM < 0. a- CC v. — - — 0 x © EQUIPMENT HSS 3x3x1/4 MIN i MIN $�y BASE, TYPE 'S' COLUMN, TYP w [=3/4' NOMINAL BEAM ROWS OF BOLT DIA, DOUBLE ANGLE, _ €° v SIM O COMMENTS LL y = DEPTH. INCHES BOLTS INCHES LENGTH, INCHES ¢ g 36 10 7/8• 2 -0' ANGLE THK = 3/8' 5 — co `O --- DEPTH 33 9 7/8' 2 -3• ANGLE THK = 3/8' < — 4 m ^ o — ' -- 30 8 7/8' 2 -0' ANGLE THK = 3/8' z 4 3 �� I 4'-0' 4•-0• I 27 7 3/4' 1'-8 1n' - ;121 o < + � B I 24 6 3/4' 1' -51/2 - h x 03 21 5 3/4' 1' -21n' - w r ° w TYP TYP SECTION B 16-16 4 3 0'-11 12• _ 05 12 -15 3 3/4• 0' -81/2 r r� W8x18 W8x18 o — — 0 0 8-10 2 3/4' 0' -512• - z L€ I B EAM/COLUMN CONN 6 1 3/4' 0' -3' SEE NOTE a '' 3 0 .56 Q e qN � 4 1 3/4' 0' -2 t/2' SEE NOTE 3 3 K J �d W8x18, TYP NOTES: 0 1, B I 2-6" J 3 ' - I v 1. UNLESS OTHERWISE NOTED, NUMBER OF ROWS IS EQUAL TO NUMBER OF BOLTS r =0 TO ENCLOSE BEAM WEB. L T w (3 re T BEAM/COLUMN CONN -7- EXTEND LONG LEG OF DOUBLE ANGLE 0 0 Y 2 ALL BEAM FRAMING CONNECTIONS SHALL CONFORM TO THIS DETAIL UNLESS p Pa z ' ' SPECIFICALLY NOTED OTHERWISE OR APPROVED IN WRITING BY THE ENGINEER. < 1. ° LL e AND 0 PLAN r Q Q � W W8x18, TYP 3. FOR NOMINAL BEAM DEPTHS LESS THAN 8% z $ ALONG BEAM WEB AND PROVIDE ADDITIONAL BOLT TO ENCLOSE BEAM WEB AS SHOWN. O O 0 _ 1/1 4 LL3112x3TMP1/4 4. PROVIDE ADDITIONAL 1 12' LENGTH TO DOUBLE ANGLE FOR STAGGERED BOLT z z 0 5g CONNECTIONS WHEN REQUIRED OR USED. a 0 5. DIMENSION SHALL BE 3' UNLESS OTHERWISE REQUIRED FOR PROPER FABRICATION. o © 1: S E, TYPE'S' COLUMN, / TYP co O g • L31nx31/2x1/4 v 3 TYPICAL BEAM CONNECTION LL BRACE,TYP NTS - I I - W8x18, SEE PLAN u U) 'az GUSSET PL 3/8' z READ, NOTCH COL TO RECEIVE PL K Q ? UIPMENT HSS 3x3x1/4 1/4' CAP PL, w w° ir S E, T Y PECOLUMN, TYP 4-0' COL CLT SO BEAM C ON T, P N M - O POINT I u0, K g WORK z O H SECTION C 0 xn ct C I I I 3/16 3/ 4' DIA A325 I i I U 3' -0• 3'-6' EQU IPMENT SUPPORT 3/78 B OLTS,TYP D < _— NIMIll(n) -I 6 SECTION A WT 4x7.5 (MIN) x READ, I I a S-01 , � CONNECTION SIMILAR HSS 3x3x1/4 MIN TYP 'i l ® r I I O 0 TO BEAM CONNECTION COLUMN, I I L3 12x3 1/2x1/4 ^� z z r / I I _ DETAIL SEE PLAN I I BRACE f / I I I F CONNECTION SHOWN � 3/8' GUSSET PL — I I ' Z g a COL +5' SEE FOR 4' OR NARROWER �� za I I 3 j 3/ I NOTE 2 / HSS COLUMN MIN I I TUBE COLUMN :�J „i WORK POINT t 3/18 D O I I O E. s J HSS 3x3x1/4 1 12' I w rn 0 1 RETURN PLAN I I — ' ? + COLUMN TYP co 2 a r a T 8 B. > 1/4 a � f ) PO O d (/� SEE NOTE 3 12' I I �-• J U TYP 3/4' BOLTS, SEE 2 1n • 1 1 / � ) 2 1n • ` I — I ~ Q . . ' 1 12' NON - SHRINK I I TYP —i--- " p DETAIL ONNECTION TYP I I I .. I I TYP a l a H GROUT AS SPECD, ANCHOR GUSSET PL 3/8x AS I � O I I N 3/B' GUSSET PL I I N C LU ROUND CORNERS BOLTS REQD, NOTCH C z MSS 3x3x1/4 N Z 0 W/ 314• RADIUS TOOL I COLUMN, TO RECEIVE PLATE, w PLAN ELEVATION OFFSET SO BEAM • -1— 4- ' • - -- — -r I I ' • . .I • • . • `)'� j • • . 1 1/2 • SEE PLAN _ � = ~ - -- 3' SPACING, I I — I I MIN, TYP 2 - 3/4• DIA TYPE B CENTERED ON I I I - -.._ ,LP . _ - — I _ . -- —• - - '.:_I -_ � Z J COLU CL I I —� TYP I I I I I A325 BOLTS�L�L— I NOTES: END OF GUSSET PL -— -� - — - � II I I I _ III 11n'NON-SHRINK N /GU OVS HOLES SET PL, 1. UNLESS OTHERWISE NOTED, ANCHOR BOLTS SHALL BE 3/4' DIA x REQUIRED FOR ONE SIDED 1 - -- I T —" I I I • GROUT AS SPECD, Ix, C WITH LEVELING NUTS AND V -0• MINIMUM EMBED AND BASEPLATES SHALL BE CONNECTION 1 I I STD HOLES IN CENTERED ON COLUMN. PROVIDE 5 3/4' MINIMUM EMBED AT SIMILAR CONDITIONS. I a I I I I II ROUND CORNERS BRACE, TYP T &B 1n• 1 I I ' I I ' I I ' I W/ 3/4• RADIUS TOOL BRACE v CTU 2. WELD SIZE SHALL BE DETERMINED BY THE THICKEST MEMBER JOINED: MIN I I. I y, I ,J I } 3/4• BASE PL W/ 6 - 3/4• DIA L3 1/2x3 1/2x1/4 BRACE 'SP 9 WELD SIZE SHALL BE 3/16• FILLET FOR MATERIAL THICKNESSES UP TO AND STEEL TUBE COLUMN LD1e �++, "" ADHESIVE ANCHOR BOLTS �� " PR aF INCLUDING 1n', 1/4' FILLET FOR THICKNESSES OVER 1/2" TO 3/4', AND 5/16• FILLET I I I S a • e + Lu W/ 53!4' MIN EMBED °• VERIFY SCALE FOR MATERIAL THICKNESSES OVER 3l4'. ALL WELDS SHALL BE SINGLE PAS SECTION WELDS. y + _ BAR IS ONE INCH ON [C �,, � ��;,� ORIGINAL I O STEEL COLUMN BASE D 3' TUBE COLUMN BEAM CONNECTION BRACE CONNECTION ' , '. DATE CDD -DATE re 2 NTS 4 NTS `� = 1'-0" F x L. FOP PROD 346196 0 — — — I EXP. T2 31 00 J DWG S-04 LU SHEET SHEET -NO N _ FILENAME: 04_1_346196.dgn PLOT DATE: 8/19/2008 PLOT TIME: 10:02:17 AM If C am`` 1 I 2 I 3 I I 4 I 5 I 6 d W N W G N JL4x312x3/8x2' -2 12' EXISTING CONCRETE i' W/ 10 - 3/4' DIA SST WALL OR BEAM 1' -0' EXISTING CONC SLAB a 0 STUD TYPE ADHESIVE ° I 6" 3" 3' ANCHORS 312' MIN I I I 11/4' A y1 J UJw �vwio Z m z do w �� I I I m to III- _I ,_ 3/4 ° 0. :3=: NON-SHRINK j III. ' GROUT 0 $ L - III_ = w Po :Sz 7 ' MIN 3/4' DIACONCANCHORS @ 1' -0' 1- Ho w EMBED DRILL AND EPDXY. EMBED 4 12' TYP. 1i 0~ --- III _ " ❑ 5 ALTERNATE ON EACH SIDE OF BEAM g - ° F 7 -0' SPACING. STAGGERED w I __ III._ N _ _ z m FO z_ Y z N o c cu ' - -+ W 1- � ❑ Q Zia rF II Q W 0027x84 a _ — - —I - - 5 � ''- COPE BOTTOM z J *i B 7 ,1 a I 4' I FLANGE FOR tD z 5 � ? TYP INSTAL INSTALLATION _ °_: :— z _ 2 o x CLIP BOTTOM w p Oo OF ANGLE 3'Q45° a 1_ s .c 7 - 3/4' DIAA325N BOLTS ❑ ❑ g ( PROVIDE SHORT z O Z • HO SLOTTED O p N S� Q,T � HOLES IN BEAM WEB) z z ❑ N W NOTES: WFBEAM 1. 3' DIMENSION TYPICAL. REF PLANS . o 2. DO NOT CUT EXISTING CONCRETE BEAM TOP REINFORCING DURING DRILL -IN ANCHOR °? INSTALLATION. FIELD LOCATE BEAM REINFORCING PRIOR TO FABRICATION WITH GROUND 2 °w PENETRATING RADAR OR OTHER ACCEPTABLE MEANS. ADD LENGTH TO CLIP ANGLES /n O E_ AS REQUIRED TO LOWER ANCHORS TO CLEAR REINFORCING WHILE MAINTAINING to I- °m SPACING AND EDGE DISTANCE AS SHOWN. j IL 5 €o 3. WHERE BOTH ENDS OF BEAM ARE ATTACHED TO A WALL, PROVIDE LONG HORIZONTALLY w 1 N z SL HOLES IN BEAM WEB AT ONE END. TIGHTEN NUTS SNUG TIGHT, BACK OFF 1/2 TURN, AND LOCK WITH DOUBLE NUT. w < z - o w ' CL J P. BEAM/WALL CONNECTION - STEEL BEAM TO EXISTING SLAB CONNECTION _ ❑ N U iii O NTS NTS C 1' U S-03 S-03 k 2 6 W 1 J o J ''E.^ J v/ m _ 2 . U 2 _, N N z ° I LU U LL Z Nib D � fit VERIFY SCALE \` ' ` 0' , . BAR IS ONE INCH ON ORIGINAL. DRAWING. g , ``x 0 DATE CDD -DATE re PROJ 346196 0 I EXP. 2-31-09 I DWG S-05 0 0 SHEET SHEET -NO FILENAME: 05_1_346196.dgn PLOT DATE: 8/19/2008 PLOT TIME: 10:35:41 AM