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Specifications NL I=CIR � E o p ROpe it VULCRAFT GROUP � G � ` r S BRIGHAM CITY DIVISION � � V `_ G �� c �i9 S / � A_ •. 9 7 r . .eAffit fy . / '1 `_ 2 JOB NAME: Washington Square Mall �' OREGON p VULCRAFT FILE #: S80 -04 -0758 � - A9y 11 , 2 0 0 PROJECT LOCATION: Tigard, OR �� iv y FAY FOP CUSTOMER: SEI Northwest �� DATE: 04/26/05 4k/ // OP 11® !E XPIRATION DATE: �' x °s ) REVISION NO.: /N...., % 0 S/ PREPARED BY: DATE: L} -,Z o S LIST JOB DESIGN CALCULATIONS FOR FINAL USE These calculations have been prepared in acco�cl� the loadings specified on fabrication lists submitted to Vulcraft by our customer � cl� 0 3y � �v , r v i ,4 k fa xa LIST NO. DATE s ^ � ° y�� p �'1 O � LIST NO. DATE 1 - 11 04/01/05 Z:C o, 22-33 04/01/05 . 0 , '� � ,Ne 35 -42 04/01 /0 0`, n J I � 4 11- > , � , All DLR Group REVIEWED � ► 0 REVIEWED - AomtaHU 0 FURNISH AS CORRECTED ; P 0!1 5 . :? [ Gt4T Reviewer does not authorize citanir to mrtalt ttus aalr awl b 'rrl.� -: ��; +l �! I �` c? [Q•. letter or change order. 7 f' :'•, , tqz. t Spec. Section � REVISE AND RtSUEMti 0 REJECTED 0 5(0 O S So 0 - 1 e)' This review is only for genera apnformatxe with the design concept and dm a2te fpt;r • 5 [ /O5 information given in the Construction Documents. Corrections or comments To J ` made on the siicp with t e dining this r s o relieve the contractor �y 6 ZU t1oC from :ompiiance with the requirements cf the he plans ns and specificadons . f Arch. NAY U J � � Review of a specific item shall not include re•,iew of an assembly of itt& the item is a component. The Contractor is responsible for. &tentsiorns to be rrOtn Arct.. ..,,d confirmed and correlated at the job site; information that pertains solely to t the fabrication L3COrrections Nit . .rise A Resubmit Processes or to fire means methods, tedrdgttes and pre :.^.dimes cf construction; coordination of tine vest with that d an - 1111.q subtnr.';i n,: e:•_ ,ro r .K."; -,nstrued as a other trades and performing all Work in a safe and satisfactory matinee enntpton rot..., and n.ira , r. that nriormabon BY�/ U - rE S ` T / prase ronrann., gene:.iy With the Contract i o .n no caves S:.Srens� aver or 5upp[ef rcl.-zvcc in raepern;a s:y for :'etrsnce to Sit Contract Ouaurrss: =cod sa6:ia rsneaucix:n stall work. HOWAi O S. WRIGHT COt.Sfi NUr'TiOid CO. LICENSE # tiv229 PO BOX.637 BRIGHAM CITY, UTAH 84302 PHONE 435 734 9433 FAX 435 723 5423 WWW.NUCOR.COM OFFICE COPY REC'D MAY 0A 2005 • MAR. 21. 2005 2:05PM S E I N0. 045 P. 3 r o 9 1'4' VU LC AFT ;' I' JOIST GIRDER OLOR C UST HUMBER FILE NUMBER ,, r A DNISION OF NUCOR CORPORATION RED BTF S80-04-0758 —t BRJGHAM CITY, UTAH . 013: WASrINGTON SQUARE MALL SHT 1 OF 1 iC:21 PIECE COUNT PAINT - EFER T • DRAWI G \s311 9oma5bbt LOC: TIGARD OR 7 GRAY J1 . 121/2005 � st # 1 IV' � OUST: SEI NORTHWEST # i A L U C I I . 1 P I I #1110}, HM E x r I ERG D aLOPS I H F r i l l b TION LEWIN TOL I TO) I MI LEFY RKAfO LEFY Raw ROG a EDL EDR ANRK OTY r 01 1 30 0 4 N 13.6, 29 -5 1114 29 -3 3/4 71/4 +314 7 12 71/2 0.375 - 02 2 30 G 4 N 12 0 29 - 5 1114 29 - 3 314 7114 +3/4 71/271/2 0.375 - 03 1 30 G 4 N 10.8,* 29 -7 11/4 29.6 314 11/4 5114 7112 ` 7112 0.375 G4 1 30 (3 4 N 10. < 29 -1 1/2 11/4 1114 28 -11 1114 +3/4 71/2 71/2 0.375 - G5 2 30 G 4 N 10.8 29 -8 1 1/4 29.4 3/4 11/4 51/4 7112 712 0.375 ! BEARING SEAT ` TOP CHORD 1i0LB4 FAO A1C1FM LATERAL eiovar lyy TICNOALLOAD MARK SCL LOCATION S SCR Locnna+ I S HCL LocAnoa [a IFCR LOC,rJiON 1 a LBT RK1HT LEFT — WGFR bI t _ I REO0. G1 8 13/4 8 2 314 3A 1318 _ a 845 8 13/4 8 2 314 3A 13/8 - 845 G2 - Pff G3 8 23/4 8 1314 _ 3A 1318 450 Of 8 2 3/4 8 2 3/4 3A 13/8 I 35 K BE 450 - - • • - G4 • - .. — Of* - G5 8 23/4 8 13/4 3A 13/8 450 P ' ADDITIONAL CONOENfRATEC LOADS - WADS ARS IN KIPS-LOADS LOCATED FROU LEFT au EASE L81GTH WAS +V g 'o LOAo Lamm [ c A LOAD LocAVA I c — LOAD LcATION 1 0 _ LQAG _ LoCA710N [ C ADLOAD SPL G1 7 -53/4 8.10 7.8 4.20 22 -53/4 1 K G2 7 -53/4 6 -10 7 - 6 3,60 22 -53/4 1 K G3 7 - 0 7 -53/4 7.6 4.60 22 -0 1 K. G4 7 -0 6 -11 7 -6 0.90 22 -0 1 K G5 6 -11 7 -53/4 7.6 1 J 1 K — "SKEW La TO I KNIFE PL METHOD OPNOALTVHSFEls - Paw I_______,_ max — N8 Fa P $ Fa 1 LB I18 LEFT Do TAL RICHT . • DETAIL Tc MD. DC BEND, RAT name 01 0.500 K 0.500 K G2 0.500 K 0.500 K ` G3 0.500 K 0.500 K G4 _ ; PLATE 86 PLATE S3 0.500 K 0.500 K G5 i 0.500 K 0.500 K l g r t seaAwca _ RBIARKa - PIWARIC9 - _ REMARKS - ROW= G1 { 42 LD. IS ADD'L DRIFT G2 3.8'LD:1SADD*L DRIFT 0 i c7 , r f G5 :D GENERAL NOTES /1 L _ UMITLLDEFLTOL1240 / 1:-%; "'J ai, ' CAMBER FOR DEAD LOAD ALL JOIST/GIRDER AXIAL FORCE IS FROM SHORT TERM WIND • ' SEISMIC FORCES - _ 13CX FROM OAL BUILDING CODE 20031 BC , 4 GIRDER SELF WEIGHT N DRAWN BY DAN : CHECKED BY J IMT SHOP ORDERED BY SHOP ORDER CHECKED BY 1»nrr cci -nrre MAR. 21. 2005 2:05PM S E I NO. 045 P. 4 / . i : :; CO • R CODE UST MBER Fl n h4BER VULG A��' ,! fir 01 T GIRDER 2 A DIVISION OF NUCOR CORPORATION " , RED EsTF S80-04 -0758 BRIOHADA cn7Y, UTAH JOB: WASHINGTON SQUARE MALL SHT 1 OF 3/21/200S 1021 PIECE COUNT - PER TO DRAT" 4 aa,.,zse.� IO T IGARD. OR 4 J1 REVISION # 1 r • s CLhST. SF1 NO ThWEST #VALOEI I u #I 1 #1 #1 1 1 1 1 14 I BOTTOU CHORD SR 5RGOW H T I s+.DPE ' I I rfPU I mARR I (1;1_1' DENGNA71oN LENGTH TOIL ram I ' use l61 m LEFT faGNw LEFT RIGHT was e EDL 1 06 1 30 G 4 N '10.0 28 -8112 1 1/4 11/4 28 -6 11/4 4-3/4 7112 7 1/2 0.375 - %..4 I G7 1 30 0 4 N ; 5. 29 - 01/2 1 1/4 11/4 28.10 11/4 +3/4 7 1/2 7 112 0.375 � G8 1 30 G 4 N 29 -7 1 1/4 29.6 3/4 1 1/4 51/4 71/2 7112 0.376 G9 1 30 0 4 N 12.4....R 1 29 -5 11/4 29.3 3/4 7114 +3/4 7112 7112 0.375 3 B SEAEAFtlkGf n T ONORD NOLO MED MOMENT IA? AL MOM BO Wl T D AkW LOAD t181 LARK WI 1nCAiioN 1. I SCR ' WASH I8 Ikt =MR 1 S NOR LOGA'WN I 1 U:PT RIGHT LEST RIGHT ore* 35 K O 460 I Real G6 8 2314 8 2314 S , 50 8 2 3/4 8 2 3/4 450 b7 pIf 38 - 8 2 314 8 _ 13/4 3A 13/8 550 plf 8 - 1 8 2 3/4 - 3A T 3/8 — - 845 - - • G9 - °a p11 AoOlTsi IA L COMINTRAlIDLOADI - LOADS WISPS - LOADS LOCATED FROM LEFT END BASE LOOM .---M-''- -A. g T7 1 LOAD LOCATION I o - WAD LOOAnoN I o LOAD LOCATION 1 o LOAD LocATION 1 o ADLDAD SFL 06 6.9 6 -9 7 -6 _ 1 K G7 6 -11 6 -11 7 -6 1 K G8 7 -0 7 -5 3/4 7 -6 0.90 22 -0 1 K G9 7 -53/4 6 -10 7 -6 5.80 22 -5314 1 K ' TC MAILS TGbKW E RE KNIFE PL ML:THOD TRAMPER PITCH MARL( HI FS ITS FS RB LEFT DID DETNI. RIGHT END .: AIL To SEND. Be 8910. ROW RID08 Loo G6 PLATE 84 PLATE S19 0.500 K 0.500 K , . . • G7 0.500 K 0.500 K G8 III 0.500 K 0.500 K . G9 0.500 K 0.500 K - Malec AEWiIXI - =woo - s (. • .' ^ ,-. RBSAPP. - MAWS , �tj G6 ` G7 ") 08 V G9 3.8 Li. OF,THO SA T.1;, IS ADO% QRIE'r I GENERAL NOTES' _ LIMIT LL DEFL TO L1240 - CAMBER FOR DEAD LOAD ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES _ • BCX FROM OAL BUILDING CODE 20031 BC.:, GIRDER SELF WEIGHT NOT INCLUDED — P. 4' - I - - - DRAWN BY DAN CHECKED 9Y JIMT SHOP ORDERED BY • SHOP ORDER CHECKED BY o4 MAR. 21, 2005 2:05PM S E I r / 4 : : + °.a NO. 045 P. 5 } ti r VULCFLO LONG - AN JOIST CO O RC ODE ST 3M9ER FILE NUMBER i A DIVISION OF NUCOR COI PORHa11ON !��.JJ' V 1 V J RED ant S80- 04-0758 -/I BRIGHAM Cfl?, UTAH JOB: WASHINGTON SQUARE MALL, SIfr 1 OF 1 val rlbas 1021 PIE COUNT PAINT - °D RTO 0 - • WINS //\ eoaa� LOC: TIGARD. OR, SIONHY � 1 0° 2 GRAY J1 5' OUST: SEI NORTHWEST #VALUE! III #I 1 #I #I ! I I I LI 1 1 BOTTOLHGIIOROCO SRO OEPTH stops !N RICH rein ' MARK CRY I DLtmGAripN , MEIN roll 1 rata 1 ' BASE COIGN LEFT RCUT LWWT RIGHT RATS E Eq. EOR 11 2 28 LH 5601188 39 -8 39 -6 5 5 - 1. � . - MARINO NEC MOTO DUO "avec LATBHALl4ONeT BCLyy rO AXIAL LOAD NET UPLIFY - MARX SCL LOCATION 8 . SCR • nom 8 MR RIO LEFr RIGHT I RECTO. ADIOAD SPUOB _ _ • 115 1 K 1,, T1 - - - I b pK - t-f 1 R Apq mu. CONGBiiRATED LOADS - LOADSARE IN KIPS -LOADS LOCATED) FROM Lffr END SASE LENGTH ANLRK LOAD LAGQIO ( I C LOAD LOCATION J 0 LOAD LOCATION lc LOAD LOCATION O LOAD LOCATION C LOAD LAOA1ION C T1 lCSNEWLQ TO BIIRRN RE KNIFE PL WOOD NB NsTNOOOfAMH. TRAMPER COMM 4015T FUN MK N9 F8 N8 F8 LE RS L8 RE LEST B9D DETAIL RIGHT RD _ Mt rC BEM ED 88N . LE R8 RIM NODS LOO T1 0.500 K 0.600 K MARK I Rtr� AI C8 - R+EAwca - REWRN8 - REMAI8 8 - REMARKS ' T1 -. 3 - — GENERAL NOTES LIMIT LL DEFL TO LJ240 �a 0- 11(3. - CAMBER FOR DEAD LOAD ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX FROM OAL - BUILDING CODE 20031'8C '/ S I DRAWN BY DAN CHECKED BY JIMT SHOP ORDERED BY SHOP ORDER CHECKED BY MAR. 21. 2005 2:05PM S E I O. 045 P. 6 0 7 . COLARCOD IMBER Fl N r: ER vULORAFT 4 SHORT SPAN JOIST 4 A DIVISION QF NUCOR CORPORAII w RED 0 TF 04 -0758 — BRIGHAM CRY, UTAH JOB: WASHINGTON SQUARE MAID_ SHT 1 OF" 1 N. 3/2i/200510:21 PIECE AUNT PAINT REF R TO DRA! 1 G ml�aaal / LOC: TIGARD, OR- liyNEv fSION# 1 Y .7 2 GRAY J1 1- 1 " . ,• . GUST: as NORTHWEST mot cay L I I I I DPSIC a�noro �-� I- � — Lams TCD. T I ' BASE LENGIN .„ L IT ' Lsrr G 0 r ELOPE RATE e i J1 2 22 K 360/188 20 - 3 3/8 2 01/2 20.0 7/8 5 5 . 1 1 I 1 + BEAM stAT 8C yy DIST. TC ANAL LOAD NET LPUFT .. MARK SCL LOCATION I S SCR LOCATION I S I REGfl. ADLOAD , 190 1 K Of ACDIPONALOONC i1RATED LOADS- LOADSEAEINKIPS- LOADSLOCATED FROMLEFTMD SASE LFNGTH MARK LOAD LOCATION I C LOAD LOCATION 1 C LOAD LOCATION I C ., LOAD LOCATION I C LOAD ` LOCATION I C LOAD LOCATION I c J1 TC SKEIN LE TC SKIN RE WOOD H B METHOD OFA)CALTRANSFER _ COLUMN JOIST MAW( NS F8 NS FE LE _ RE I EFT 5N DETAB. RIGHT END DEMIL TCRED. DC MD. LE RE J1 0.600 K 0.500 K wax R$MRKS - REMARKS - MARKS - MARKS - RNSJARKB J1 R � 1 t0� I GENERAL NOTES LIMIT LL DEFL TO U240 CAMBEWPOR -- EA D LOAD - - - o ALL JOIST /GIRDER AXIA- FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX FROM OAL I BUILDING CODE 20Q31 BC r A - M *Z 13 DRAWN BY DAN CHECKED ay J I MT SHOP ORDERED SY / y SHOP ORDER CHECI® June, OM 707 MAR, 21. 2005 2:05PM S E I — � — FILE NUMBER: S80 -04- 0758 Boms5.8.. JOB NAME: WASHINGTON SQUARE MALL THIS PAGE GOES REVISION # 1 WITH LIST NUMBER: 4 ADDITIONAL DRIFT LOAD BACKS H E ET .rpu BASE LENGTH BASE LENGTH " li LEFT END / / / RIGHT END MA( " " " " NUMBER (FEET & INCHES) (PLF) (PLF) (FEET & INCHES) JI 0 300 0 12' -0 02087 oS MAR. 21. 2005 2:05PM S E I ,''' "• N0. 045 P. 8 VULCR.\FT SHORT SPAN JOIST COLOR CODE STN FILE NUMBER A Wale NOF NUCOR CORPORATION RED BTF 580- 04-0758 -) , CITY uTA I JOB: WASHINGTON SQUARE MALL SHT 1 OF � ► ••� TD 71 PIECE COUNT PAINT REFER TO DRAWING �. ON , ! - 1 l l I rill W LOG: TIGARD. OR 8 I GRAY J1 Alk CUST: SEI NORTHWEST l l . l 8011 M CHORD EC I eRC DEFrH - SLOPE RATS H MARK COY OESKNAT1ON LENGTH Tai I i LEL GTH ; LOT RICHT I LEFT RIMY e J2 2 26 K 400/188 37.6 3/4 0114 37.61/2 5 5 J3 1 26 K 400/188 37 -10 3/4 • 7 37 - 3 3/4 5 3/4 5 5 ` J4 i 2 26 K 360/188 37.6 3/4 37 -63/4 5 5 J5 1 26 K 380/188 37 -10 3/4 7 . 37 -3 3/4 5 5 J6 ( 2' 24 K 360/188 29 -111/2 _ 29 - 111/2 5 S MARINE VAT ROTS . BC yy DIET. TC AXIAL LOAD ter DRIFT MARK SCL LOCATION4 LS SCR LOCATION 13 IRE M. ADLOAD 115 J2 ' l D � +If J3 - 9 7 9 2114 11 1 K 1 K Pff J4 — -- 115 1 K pIf J5 - 9 - 7 _ . 115 1 K If _J6 e7 , �j 1 K ADDmONAL CONCENTRATE) LOADS - LOADS ARE IN IBS- LOADS LOCATED FROA LEFT END BASS LENGTH MARK LOAD LOCATION I D I LOAD LOCATION I C - LOAD LOCATION I C LOAD LOCATION I C `LOAD LOCATION I C LOAD LOCATION 1 C. J2 J3 - I J4 J5 J6 I — I TC SKEW LE 0 TC SKIM RE WOOD H B MEMO OFAKIAL.TRANSFER COLUAN JOIST MARK NS F NS FS LE RE LEFT END WAS_ Rata END DETAIL TCBEND. BMW. LE RE J2 0.500 K K ' - J3 0.500 K 0.500 K N Y J4 0.500 K 0.600 K J5 0.500 K 0.500 K . _ _i J6 0.500 K 0.500 K MARS REMARKS - MUMS - RBAASKS - REMARKS - REMARKS J2 1 J3 nAD < . J5 APR 0 1 ! .,. J6 GENERAL NOTES • _ LIMIT LL DEFL. TO0 LJ240 CAMBER FOR DEAD LOAD 'S't•a d ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX PROM OAL BUILDING CODE 20031 BO..!, 4.z= DRAWN BY DAN CHECKED BY JIMT SHOP ORDERED BY SHOP ORbER CHECKED BY _ V U LG RAFT SHORT �! �! ` JOIST V Y COLOR Wilk L1S 1 NUIVIl7 L1♦ w ,y.....u.... 1 ` ®C� RED BTF --48G-04-0758' .- I S�- O4 -D�JJr $' .•' }, av1s70N OF NUCOR CONPORATION S}IT 1 OF 1 BRIGHAM an , UTAH JOB: WASHINGTON SQUARE MALL PEW COUNT PAINT REFEFtTO DRAWIN7d t � te , 9l21l20D510:21 mmss LOO: TIGARD, OR. 9 GRAY J1 REVISIONO1 ,.� I L OUST: SEI NORTHWEST BOTTOM CHORD EXT BAD OEM BLOTS RAM 6 Aqua # #fit► ► III 1 I Tca. 1 Tout I I L �r F wc� LEF RI T EJ ARIf D ESK7JA TION L9rQlti J18 1 25 K 5201308 37 -6 314 0114 37 -6 1/2 5 , 5 5 } J27 3 24 K 3601188 3 00 - 3/4 01/Z 30 -0 1/4 J30 5 24 K 380/188 29 -11 1/2 01/4 O 1f4 29 -11 5 5 I .j BEARING SW sLon BO Lri DIST. TC AMA. LOAD NET muff Rte ADLAAD ■ - MARK ECL' LOCATION 1 B SCR LOCA1ON 16 190 I J16 11 plf 1 K 175 1 K J27 –' - Gtf - 115 1 K J30 - < p . ADOmoNAL cotCEN RATS LOADS -LOADS RRERV IUPS- LOADS LOCATED FROM LIT END LENGTH L GTh Any c Law wcAndJ 1 c mat LOAD t C LOAD .. LOCAT 1 C � LOCATION ] C LOAD wcAro$ I L. y J16 - J27 J30 - TC SKEW LE TC SKEW RE WOOD N B METHOD OF A10AVIRANSFER COWAN JOI$ MARX NS F8 NS FR LE RE LEFT END DETAIL RIGHT END DUAL TO BBD. BC SEW LA RE J16 _ ' 0.500 K 0.500 K 327 0.500 K 0.500 K J30 — _ 0.500 K 0.500 K MARS ReAARKB - MAR - MARKS - R®IARIL9 - REMARKS J16 J27 J30 APR 08 GENERAL NO7ES _ LIMIT LL DEFL TO U240 _ CAMBER FOR DEAD LOAD'S e ou ALL JOIST/GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BOX FROM OAL BUILDING CODE 20031 BC Air s• =N DRAWN BY DAN CHECKED BY J IMT , • SHOP ORDERED BY Ili SHOP ORDER CHECKED BY ILIDRi A - BEI7974 , .4 MAR. 21. 2005 2; UhPlvl S E 1 ;',. NO. 045 P. 10 b VULCRAFT SHORT SPAN JOIST CO OR COO LI NU 85' FILE NU B �' 7 DIVISION OF NUCOR CORP0RA710N RED BTF S80 -04 -0758 — I BRIGHAMtei UTAH JOB: WASHINGTON SQUARE MALL SHT 1 OP 1 10 i PIECE COUNT PAIN? ••.•...... BPER TO DRAWING At 9lY1 lluo6 BomssaA {. LOC: TIGARD.OR. 29 GRAY J1 REVISION# I W 1 .0 7 j ;- ,GUST: SEE NORTHWEST — rrAl.url # # # # jll . I TC> . rout aaseuva + ' � CHORD Len BRG DEPTH RP V SLOPS e r' MARK OTT DESIGNA11OA1 mini J7 j 13 22 K 360/188 29 -111/2 29 -11112 5 5 i J8 1 22 K 400/188 29 -111/2 29.111/2 6 31.4 53/4 5 — 1 6 J9 4 22 K 520/308 29 -111/2 29 -11 1/2 5 5 J10 8 22 K 4001188 29 -11 1/2 29 -111/2 5 5 J231 3 22 K 360/188 29 - 8114 29 - 81/4 5 6 BEARING SEAT SLOTS BO Liz DIST. TC AXIAL LOAD NET UPUFT MARK Q LOCATION Q SCR L OCH I RECTO, ADLOAD ill J7 t.' J8 9 2114 9 — r te =�r1E31 imil 190 J9 Mi � � 0 115 I J10 ■tea • If ... III — III • ......115 -- Of 1 J29 - f AODTTIONAL CONCENTRATED LOADS- LOADS ARE W KWS -LOADS LOCATED PROM LEFT eto EASE LENGTH DARK LOAD LOCATION 1 C LOAD _ LOCATION I 0 LOAD ' LOCATION -E LOAD ' LOCATION C LOAD LOCATION LC L OAD LO CATION I C J7 , J8 J9 _ _ J10 , 1 J23 _ _ — _ - TO SKEW LE TC SKEW RE WOOD H It METHOD OP AKIALTRANSFER CO UMN.OIS'f_ MARK Ni F8 NS FS L!3 RE ' LEFT ET* DETAIL Raiff END _ PETAL _ TC BEND. BMW. LE RE J7 0.500 K 0.500 K J ', 0.500 K 0.500 K Y Y - J J9 0.500 K 0.500 K J10 0.500 K 0.500 K J23 " _ 0.500 K 0.500 K ,LARK I�+AR,ca — — sIARK9 - PoaLARICS — tiKs J7 J8 {" _ J9 SHOP ORDERS J10 J23 A'K U ' 1 2004 - GENERAL NOTES LIMIT LL DEFL. TO U240 _- CAMBER FOR DEAD LOAD 0 v v ALL JOIST /GIRDER ARIA_ FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES _ BCX FROM OAL _ BUILDING CODE 2003,1 BC s.T- DRAWN BY DAN CHECIOD BY J1 MT SHOP ORDERED BY SHOP ORDER CHECKED BY OMIT SE1 1974 Oy MAR. 21. 2005 2:05PM S E I i O. 045 • P. 11 '� C O OR C B L157 NU1ue Fl NUMB A MARION OF NUCOR CORPORATION VULCRAFT SHORT SPAN JOIST ' .. SHT 1 9P�i -.-- BRIGMAM CRY, UTAH ' „,,. 'JOB: WA .1 G 0 801.1- ' LL., L � PIE COU PAINT REFER TO DRAWING miaow 'that i l • BmuSlc ( LOC: 1]G�R _ n , OR 5 GRAY J1 S1oN # h / GUST: SEI NORTHWEST Bano►JaioRDtixr BAOO�n+ SLDE'ERATE E �tMA # 41# I LENGTH TOXL I T R :: ''` RIGHT LEST RIGHT MARK Ea DESiGIVAi10N 6 b J11 ii 22 K 5201308 30.13/4 1 114 30 -01/2 J12 III 22 K 400/188 30 -1314 ME 11/4 30 -0 1/2 5 5 11112 53/4 4 314 5• 5 111 J13 1 22 K 4001188 29 -111/2 Y9 . 5 J14 III 22 K 520/308 29 - 81/4 — 2 29 - 81/4 J15 fl 22 K 400/188 29 -81/4 — 3 29-51/4 4314 8 5 5 BEAM SOT SLOTS BCLyyINST. TO ANAL LOAD NHT UPLIFT I REDO AOLOAO mARK « LOCATIO S sCR LoCA 9 190 1 K J11 Of J12 - 116 1 K 9 21/4 9 13/4 -- 115 1 K J13 Pf _ • 115 1 K J14 Pf J1b 9 1314 9 5 �= PN 1 K ADDfONAL CONCENTRATED LOADS - LOADS ARE IN KWS. LOADS LOCATED FROM LEFT END BASe I.a GTH MARK LOAD LOCATION C LOAD LOCATION 0 LOAD L CAfl1N C LOAD LOCATION I C LOAD LOCATION I C LOAD LOCATION j G J11 4.30 15 -8114 4.30 .24-r01/ J12 4.30 24.01/4 J13 J14 J15 ODUAJN JOIST TC SKEW LS TCsKISAI RE WOOD H H mETHOO OF� 1 B08B�. � • _. it MARK NS F$ N3 FS RE LE Fr DErML RIGIR 940 Qar r J11 [� 599L�"K 60390 . it P ,,; 00— J12 3•'t9 -.S J13 599 K 5969' Y J14 5.098 5.000' +l — -' Y J15 ” _ S - REMARKS - REMAR118 RELMRxe J11 4.3K TOTAL LOAD HAS A 13K LIVE LOAD SEE ADC'L DRIFT LOAD BACKSHEET J12 SEE ADC'L DRIFT LOAD BACKSHEET J13 J14 I . • R3E( J1b F I • on GENERAL DEFL TO U240 • ' • CAMBER FOR DEAD LOAD - "`" ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES • BCX FROM OAL - BUILDING CODE ,�9031 BC - - Y DRAWN BY DAN CHECKED BY JIMT SHOP ORDERED BY SHOP ORDER CHECKED BY nCI -111-1A MAR. 21. 2005 2:06PM S E I M A' f \ ' ' of �� , ,p' FILE NUMBER: S80 -04 -0758 . I Ron+ ` ":' : „ ` JOB_ NAME: WASHINGTON SQUARE MALL \� THIS PAGE GOES REVISION # 1 --,,_ WITH LIST NUMBER: 8 , -,...,,,, � ADDITIONAL DRIFT LOAD SACKSHEET "OU „ B „ r z A v BASE LENGTH "A" HD" BASE LENGTH LEFT END 7/ RIGHT END MARK "A" NUMBER (SET & INCHES) (FLIT) (PLI9 (FEET & INCHBS) J11 12'-0 0 300 12'-O J12 12' -0 0 300 12'-0 1 • V •+n 94 MAR. 21. 2005 2:06PM S E I O. 045 N. 13 ,. VU LC RAFT ' ! . : ,I w - SHORT SPAN JOIST ---- C — d.OR COOS LIST NUMBER FILE NUMBER A DIVISION OF NUCOR CORPORATION RED SW SW �� 1 880 -04 -0758 BRIGHAM CITY, UTAH JOB: WASHINGTON SQUIRE MALL PIECE COUNT PAINT 7O DRAWINiO A 3 12TI20051 \` e«,�a�a 021 LOC: TIGARD, OR, / 5 GRAY j J1 1 ON #1 • J 3 GUST: SEI NORTHWEST • A / A L U E I #III #I 1 I „ I C I I I 1 I BOTTOM CORD CT r�D + I stnPEa�+ " I TON. MR I SASE MGM LEFT Ran. LS�FT , Ruin Still MARK ' aTY J8A 1 22 K 400/188 29.111/2 03/4 29 -10 3/4 53/4 5 314 5 5 J17 1 22 K 380/188 29 -111/2 29.111/2 5 5 J19 1 22 K 360/188 ' 29.111/2 _ 29 - 5 5 J20 1 22 K 400/188 29 .11 29.11 1/2 6 3/4 5 3/4 5 5 J21 1 22 K 400/188 _ 29 -11 1/2 0 3A4 29 -10 3/4 5 3/4 5 3/4 5 5 y wow SSAr SIM • , BOW DUST. T: Nast LOAD MIT JUFT • NARK 5CL — LOCATION J 9 Sal LOCATION 19 J8A a I READ, ADLOAD 9 13/4 9 21/4 • . 15 1 K Of • 1 1 K J17 - pIf J19 - i 115 plf 1 K 9 21/4 9 21/4 115 1 K J20 It - J21 -9,• 2 9 1314 . 115 1 K • P _ ADDITIONALCOAK NTRATEDLOADS -TOADS AREA LOPS - LOADS LOCATED FROM LER END BASE LENGTH MARK LOAD LOCATION 1 C LOAD LOCATION I c LOAD LOCATION I C ` LOAD LOCATION I O 1 LOAD L00009_1 _ LOAD LOCATION I C J8A _ _ . J17 2.30 23 -9 3/4 _ _ J19 2.30 10 -113/4 _ _ _ _ _ J20 2.30 23.9 314 _ . J21 2.30 10 -113/4 TO SKEW LE TC $KEN RE . W000 H B AI TROD OF AXIAL TRANSFER • COLUMN JOIST MART( N9 F9 NS FS LE R6 LEFT END DETAIL RK;HTSD I-- DETAIL TO D lO. . um LE RE 38A , 0.500 K 0.500 K Y Y J17 • 0.500 K 0.500 K J19 _ 0.500 K 0.500 K J20 ' - 0.500 K0.500 K V I Y J21 0.500 K 0.500 K Y Y l MARK REMARKS - REMARKS - REMARK® - REMARKS - REUARi(S J8A J17 • J19 ShIIOPORDER J20 J21 APR 0 i 00s_ GENERA NOTES _ LIMIT LL DEFL TO L/240 • _ CAMBER FOR DEAD LOAD - 4 Q' °D ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES _ BCX FROM OAL BUILDING CODE 20031 Bp, DRAWN BY DAN CHECKED BY JI MT SHOP ORDERED BY 6 SHOP ORDER CHECKED h-- .el 7MA S o ‘ MAR. 21. 2005 2:06PM S E I N0. 045 P. 14 tiS m ` C OR CODE U MBER FILE NUMBER VLi WAFT ,$' SHORT' SPAN JOIST RR a sao- oa -0�5$ — l A ov�sTOrI of NUCOR coRPaRAnoN sNr t OF 1 gRl LrT aH JOB: WASHINGTON SQUARE MALL PIECE couNT _ PAINT REFER TO DRAWING \ n0D&1o2 BorAs LOC:T1�q OR. • 10 GRAY J I A'\,. REVISION # 1 Y " y , 0 1 3 GUST: SEI NORTHWEST - BOTTOM CH ENT GRAY H #VAWET I# 4 0'1' # I sLDP1aRATE E DTSIGNATION LENGTH TC L TCXR BASE LENGTH ,_ LET RIGHT LEFT RICHT i MARK CRY J22 El 24 K 3601188 29 -11 1/2 01/2 29 - 11 5 5 r 5 5 J24 3• 24 K 3601188 29 -8114 0112 21p2 29.51/4 I J25 2 24 K 360/188 _ 29 -11 1/2 01:2 29 _11 5 5 1 326 2 24 K 3601188 29 - 8114 0112 21:2 29 -5 1 /4 • _ I 5 5 • geAInNG SEAT stars 80 Lyy DIST. TC AXIAL LOAD NET UPLIFT 1 REVD. ADLOAD MARK SCI. LOCATION 8 ` SCR LOCATION 9 11. • 1 K J22 €7' Pff 115 1 K J24 Alf — 11 1.6 K J25. - pif .. 415' 1 K J6 - Alf ADDRIONAL. CONCENTRATED LOADS - LOADS ARE IN KIPS -LOADS LOCATED PROM LEFT END BASE LSII TIH G MARK LOAD LOCATION C LOAD LOCATION C LOAD LOCATION J C LOAD LOCATION J C LOAD LOCATION I C LOAD I LOCATOIL J22 • J24 — . r _ _ , J25 - — J26 I . TC 5KEx LE TC SKEW R6 WOOD H B METHOD OP TRAANSFEF COLT IST MARE NS PS NS F8 LE RH LEFT MO DETAR RIGHT ENO DETAB. TCSBm. GC BEND. LE RE J22 0.500 K 0.500 K , J24 0.500 K 0.500 K - J25 — 0.500 K 0.500 K J26 0.500 K 0.500 K — — R REMARKS -. MARKS - HEW= - REMARKS MARK J22 ∎ g _ — J24 1 APR 9 2005 J25 •J26 ' GENERAL NOTES LIMIT II DEFT.. TO L/240 - 4 .. CAMBER FOR DEAD LOAD " ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES - BCX FROM OAL BUILDING CODE 200.1 BC �' • S•Z= DRAWN BY DAN CHECKED BY JIMT SHOP ORDERED BY a SHOP ORDER CHECKED BY ,. ..,,e.. SEI 7974 ,,4 MAR. 21. 2005 2:06PM S E I .ti's NO. 045 P. 15 CO OR C E L NU 8ER FILE NU ER VULCRAFT SHORT SPAN JOIST RED MP 580 -04- 0758 -1 A DIVISION OF NUCOR CORPORATION BRIGHAM CITY, UTAH JOB: WASHINGTON SQUARE MALL PIECE COUNT SHT PAINT F •.-. r-- REFER TO DRAWING 3/2112005:121 ,� LOC: TIGARD. OR. I 2 GRAY J1 N SIGN# 1 3 ,' CUST: SEI NORTHWEST L #VALLIE1 # ll # #1 eoiTOM DOLT eRCD RATE I SLOPS e MARK OTY DESIGNATION LENGTH - TM. TCI(R SAE LT — RIGHT UPI — J28 1 22 K 520/308 29 -11 1/2 29 -111/2 5 5 J29 1 22 K 500/328 20 - 3 3/8 2 . 20 -13/8 5 5 • BEARW9SFATSLOTS BCLyyDIST. TO AXIAL LOAD NET .1PLIFT MARX sct LOCATION s SCR LDCAnoN $ _ _ I AD 115 1 K J28 S , � — plf I 190 1 K J29 - $ _ plf ADDITIONAL CONCENTRATED LOADS -LOADS INITIPS -LOADS LOCATED F ROM LEFT END BASE LEWIN • MARK LOAD - LOCATION I C LOAD LOCATION C LOAD LOCATION C LOAD LOCATION C LOAD LOCATION D - LOAD LOCATION C J28 I - - J29 _ TO SWAB TO SKEW RE WOOD H li MEMO OF AXIAL TRANSFIX COLUMN JO LLAARK NS FS NS F9 LE RE LEFT END DETAIL A RIGHTED DETAE. TCREND, BC BEND. LE _ RE 1 . J28 0.500 K 0.600 K J2.9 0.500 K 0.500 K - MARC I RDAARKS - REMARKS REMARKS - RBAARITS RT3AARKS J28 SEE AUDI DRIFT BKSHT • J29 SEE ADDIL DRIFT BKSHT SHOP ORDE ,is 1 AP: 1. II Ir . GENERAL NOTES — LIMIT Li DEFL TO L/240 @ pv CAMBER FOR DEAD LOAD' 9� ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES I _ BOX FROM OAL BUILDING CODE Z903 1 BC , a DRAWN DRAWN BY DAN CHECKED BY JIM * 2 T SHOP ORDERED BY SHOP ORDER CHECK° BY •.. --. OM 707A MAR, 21. 2005 2:06PM S E I FILENUMBER: S80 -04-0758 - i b. JOB NAME: WASHINGTON SQUARE MALL THIS PAGE GOES REVIS WITH LIST NUMBER: 11 ADDITIONAL DRIFT LOAD BACKSHEET „ " BASE LENGTH BASE LENGTH " " LEFT END % RIGHT END MARK "A° NUMBER (FEET & INCHES) (PLF) (PLF) (FEET & INCHES) J28 12 0 300 12-0 0. 300 0 - - • • 12 -0.. - .. • • • #2087 M4'. 21. 2005 2:06PM S E I o1 O. 045 P. 18 b y , ,'.. COLOR CODE UST NUMBER FILE NUMBER �" ' VU LC;RAFT • JOIST GIRDER 13 o Blue R DIVISION OF NUCOR CORPORATION SIT 1 OF 1 ewGHAM am UTAH JOB: WASHINGTON SQUARE MALL - PIECE COUNT P a7F ?80 -04 -0758 AINT REFER TO DRAWING 3f21/200511,45 Houg ((� , LOC: TIGARD. OR- _ 6 GRAY J2 It �,', .1.9., ° OUST: S 0 VALUEJ I1i41 10411 I I III I _ eorrouaaao ea , Naomi aLOpe N mew robs ras a( ON orsloNAnoN LENGTH TG7a. I TCIIIL 9assLBIQT1t LIFT FIQ1rr LW MT RATS E EDL , EDR G1A 1 30 0 4 N SP 32 -2 32 -2 43/4 63/4 7112 71/2 0.375 R • - G2A 1 30 G 3 N 10( 20-3 1/2 11/4 20 - 21/4 +0 314 7 3/4 7112 71/2 0.376 R • G3A 2 30 G 4 N 1 29.3 11/4 . 29 -1314 +0 314 63/4 7112 71/2 0.376 R- ---4.4.N_ , . G4A 1 30 G 4 N 5�I( 29 -6 1 1/4 29 -4 3/4 +0 314 6 3/4 7112 71/2 0.375 R i t• -` ' G5A 1 30 C 6 N 12.0_.W 34 - 3 1114 34 -13/4 +0 3/4 7 3/4 7112 71/2 0.375 R ti HEARW0 SEAT SUM TOPCHORDHOLES Ft) D mere LArRA1 HOLY/ YO AYWLlOAD NID' mAre ex LOCAT1os I S ' SCR =nom 11ON 1 S HCL LOCATION 18 HCR mom 18 L T I RIOiuT Lwr ra3Hr CWT F 7 . 8 13/4 8 13/4 3A 13/8 F 3A 1318 i G1A S plf G2A 8 2 314 8 13/4 3A 1318 I` 7 K BE 765 - 8 - plf G3A 8 2 314 8 13/4 3A 13/8 T 750 L plf G4A - 8 • 23/4 8 .____1314 3A 13/8 F - - 450 1 G5A ` 8 2 3/4 8 1 3/ 3A 13/8 N 3A 3/8 Is" k- 450 _plf ADp11ONALCONCENTRAIED LOADS -LOADS ARE IN NIPS- LOADS LOWED FRO. LEFT ENO HAW L@4GIH w at .A •3' 'C LOAD LCCATton I C LOAD LOOIRION (O LOAD LOUd10N I O LOAD ' LOCATION I C mum wt. 1K G1A _ G2A 6 -9 6 -111/4 7 -6 3.6K 6 -9 1 K G3A 6 -8 7 -53/4 7 -6 3.6K 6.8 1 K G4A 6 -11 7 -53/4 7 -6 1.8K 8.11 1 K - G5A 6 -1 7 -0 7.01/4 1 K TO SKEW LEI TCSIEN R6 KNIFE FL MEMOD OF AXIAL TE RSF t I'IT� LORE N8 F! _ N8 FS LE Rfi LEY END DETAIL RIGHT F?B DETAIL IC B31 D. HC 115107 RIM Row Loa G1A 0.500 K 0.500 K SEE LOAD BACKSHEET G2A PLATE $18 SEAT 522 0.500 K 0.500 K G3A _ _ 0.500 K 0,500 K G4A 0,500 K 0.500 K - - GSA PLATE S24 PLATE 816 0.500 K 0.500 K wal REINM1 - MUM - - _ . - REARM - MARKS G1A SEE T.C. HOLE BACKSHEET G2A 3.6K IS ADD'L DRIFT LD. SEE T.C. HOLE BACKSHEET G3A 3.6K IS ADIYL DRIFT LD. SEE T.C. HOLE BACKSI-EET n a n � G4A 1.8K IS ADD'L DRIFT LD. Suerr a GSA SEE T.C. HOLE BACKSHEET , ' `^ 1_ _ ..1„: GENERAL NO •- ' LIMIT L L DEFL TO IJ240 CAMBER FOR DEAD LOAD - Q -1 ' 10 ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BOX FROM OAL BUILD UILDING CODE 20031 BC _ GIRDER SELF WEIGHT NOT INCLUDED -o. 4. /way s. to 4•s =1 DRAWN BY DAN CHECKED BY JIMT SHOP ORDERED BY SHOP ORDER CHECKED BXit_ SPECIAL GIRDER BACKSHEET gomsS.B.xls FILE NUMBER: S80- 040758 — JOB NAME: WASHINGTON SQUARE MALL :_ ALL, LOADS ARE IN PS o 0 THIS PAGE GOES H LIST NUMBER: 13 LOADS MAY BE GIVEN AS TOTAL LOAD / LIVE LOAD 0 TAGGED END, LEFT END G1A 6.0K 6.0K 12.0K 15.0K 15.0K m . • . r P 7 V I u 1,r 112U 11311 11411 11511 11611 U711 , 11811 11911 111011 1 11 11 1112" 111 311 SPACE 1 2 3 4 8 9 1U 11 12 13 MARK 4 GUN 2 -21/4 2 -7314 4-101/4 7 -6 7 -6 7.5314 =M MMEM1111111111.1 =III IIIIIIMIIIIMI 11•111111111111111 III= INIIIIIMIIIIII aIIIII i ,, I LOAD LOCATIONS FROM LEFT END BASE LENGTH G1A 4.10 9 - 81/4 17 - 2114 24 -8114 32 -2 11111111 . • -'-'- 03 rZF ilim'� �� Check the last dimension under 'LOAD LOCATIONS FROM LEFT END S� GTH' against `: , . 1 :,;,. 4 f`:', '- /12.087 ti .' u vl[ rF . ty .. o4 MAR. 21. 2005 2: 07PM S E I N0.045 . P. 21 y vuLIRAFT JOIST GIRDER COLOR CODE UST NUMBER FILE NUMBER ' • ' ADNISIONOFNUCORCORPOMTION BLU SW Sao- 04-0758 BRIGHAMCITY, UTAH JOB: WASHINGTON SQUARE MALL _ VT •. -1--1 °1 3I21I2005 PIECE CO 4T PAINT REFE 11 AWDRAWING rf. LOC: TIGARD. OR, 5 GRAY J2 k I V 1 '� ° lC UST: SEI NORTHWEST _ , ALUE! I I I #1 1. I 1 LI I I I I J B°umWoo EXt spa E =P H > TH - E MI YPa MARL Mt CESIELuinw LE NGT 7C.71. I , Tax - L . EAGLE an' WENT or motif RATE , E Ea. Ede GSA 1 30 0 4 N SP 29 -0 29.0 53/4 7 3/4 71/2 71/2 0.375 R ■ G7A 1 30 G 4 N 1229 -6 11/4 29 -4 3/4 +03/4 63/4 71/2 71/2 0.375 R G8A 1 24 G 4 N SP 24-2 6 23.8 53/4 1 1/4 71/2 71/2 0.375 R G9A 1 30 G 6 N SP 45.1 11/4 44.113/4 5 3/4 11/4 71/2 71/2 0.375 R ' G10A 1 30 G 5 N 10.4...R 35.2 11/4 35 -0 3/4 4 314 11/4 71/2 71/2 0.375 R � sFAtnNGSEATsuers TOP OtioROti0LE8 FO®st7As61Ir t.A RALMOM9ft eC4ry it:AXIALLAAD I RE= ECL LocATiON rs scTt, LOCATION I S Ha LOCATION I s 1-En LOCA - ms (s Lfff wart , LEPT Mir oT' 450 ` 06A 8 ' 13/4 8 , 13/4 3A 13/8 F $ ` - .. Q 0 3A 1 35 BE 450 G7A 8 , 23/4 1 Of 8 13/4 8 3118 N 3A 13/8 N 4 3 s lc 450 GBA 8 81/8 F v - Of . 5, ^ 2 3/4 , 450 G9A 13/4 8 .. _ _ \!o� pif 8 13/4 8 2 3/4 3A 1318 l 450 G10A - 1 I _ llo pif , c ADDLIL AL COMO8ltR01DLOADB- VACS ARE WKIPB- LOADS =AM Rom IffT END 6A@ELENGTH Ma 'A 8 'C LOAD LOCATION I 0 LAAO =GALLON to LCAD LOCATION I o LOAD LoCAnDN I C smog SPL G6A - 1K G7A 6' -11 7.53/4 7.6 1 K G , am 1K G9A 1K _1 G10A 7 -33/4 6 -9 7 -0 1 K 7C Saw LB TCS%EWAE NFU PI. Remo °AXIALmoms Pffa1 NARK trs FS NB Fs LE RR LEST END DETAE. rota DO Da . re BBa. cc BM WGHT RIOLIELOG GSA 0.500 K 0.600 K SEE LOAD BACKSHEET 07A PLATE S3 PLATE S7 0.500 K 0.500 K GSA PLATE S16 PLATE S15 0.500 K 0.500 K SEE LOAD BACKSHEET G9A 0.500 K 0.500 K SEE LOAD BACKSHEET G10A 0.600 K 0.500 K J MARK • Reams - REMARKS - RBA - REANWrt - RGMARCS GSA _ SEE T.C. HOLE BACKSHEET G7A GSA ' G9A • ` - SEET.C. HOLE BACKSHEET SHOP-ORDERS °'1ER N � ENET�AL G APR 0 1 2005 ._ _ LIMrT LL. DEFL. TO U240 . _ CAMBER FOR DEAD LOAD Q- - ti ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES .: SCX FROM OAL BUILDING CODE 20031 BC >w, GIRDER SF? WEIGHT NOT INCLUDED - R P. at v s- i.S - -,,,.., 4.4‘t..______________(:::::: DRAWN BY ' DAN CHECKED AY J1MT SHOP ORDERED BY z SHOP ORDER CHECKED NDP Design Input Page 1of2 Job No: S80 -04 -0758 Job Name: Washington Square Mall List #: 14 By: WF • Configuration Info Half Panel Layout End Panel Base Length Mark ' Qty. Panel Qty. Panel Qty. Panel Qty. Panel Qty. Panel Max Min _ Calc. G6A 1 3- 0 1 1 - 5 3/8 8 2- 4 1/8 1 2- 4 1/8 1 3- 5 1/2 Left • Right 29 -0 G7A 1 3 - 0 1 1 - 5 8 2 - 6 1 1 -11 3/4 1 3 - 0 Left _ Right 29 -4 3/4 G8A 1 2- 6 1 1- 0 3/4 8 1- 9 1/2 1 1- 9 1/2 _ 1 3- 11 3/4 Left Right 23 - 8 G9A 1 3 -5 3/4 1 2 -4 1/2 14 2 -4 1/2 1 2 -4 1/2 1 3 -6 Left 44 - 11 3/4 - Right G10A 1 3 -9 3/4 1 1 -9 14' 1 -9 1 . 1 -9 1 3 -3 I Left Right 35 -0 3/4 — 2D Location Min Var. Panel Top Chord Bottom Chord Mark Left V Right V Left Right Pitch Ridge Radius Pitch Ridge Radius G6A G7A GeA " G9A 2 -5 3/4 G10A l section Secondary 1 )ata TC BC Webs Bending Emembers Yield Chord Gap TC Mark Sec. SLV Sec. SLV Main 2nd TC BC Left Right p G6A g TC BC Hpan Trial Panel . G7A G8A ; G9A G10A - dditional Info Depth at Unbraced Length Strut TC Bearing Points BC Bearing Points Base Length Support Ext. Mark OAL TC BC L � R I Location Pin Location Pin Calc. Left Right Rev.: 1 G6A 5 - 3 1/2 { G7A 29 - 0 Date: 4/27/04 G8A 29 - 4 3/4 7 -1 7/8 23 -8 G9A 4 - 9 1/2" " G10A 44 -11 3/4 / 35 -0 3/4 )ad Info Conc. Co� ncc.. — Conc. Conc. Conc. Conc. Mark Load Location Load Location Load Location Load Location Load Location Load Lo G6A 6.0 4 ,f 1 -6 1/4 12.OK4,t 5 -3 1/2 6.0K, 4 -10 1/4 6.OK 2 -2 6.0K 2 -8 1/4 6.0 4 6.5K, t 3 - 2 6 . O F S / x , 3 -10 1/4 44 & • 3I G8A 10.8K/ \` 7 -1 3/4 10.8K/. 7 -1 7/8 10.8 - t G9A 6.5 2 -5 3/4 6.0K/33 3 -4 1/2 6.5K/; 5.4K g 3 -0 5.4K/ -, 4 -4 �7 ® 5.4K/ 4 - 2 1/2 5.4K / 0 - 5 1/2 - 10.8K 6 - 7 5 . 4K / e . a 110 . R. AV, n n C Al.'.' _ • SPECIAL GIRDER SA.CKSHEET _ � x FILE NUMBER: S80-04 -07581 Boms5.8.xIs JOB NAME: WASHINGTON SQUARE MALL . ALL LOADS ARE IN KIPS THISPAGE GOES WITH UST NUMBER: 14 LOADS MAY BE GIVEN AS TOTAL LOAD I LIVE LOAD TAGGED END, LEFT ;END 0 G6A 6.0K 12.0K 6.0K 6.0K 6.0K 6.0K 6.5K 6.0K - G8A 10.8K 10 8K 10 8K . G9A 6.5K 6.0K 6.5K 5.4K 5.4K 5.4K 5.4K 5.4K 10.8K 5.4K 5.4K 5.4K i.- ____—/ — " ""9"" "10" "1? ? " "" 1 3 11 1\9" "2" "3" Y4 "5" "6" "7" G7 a7 6- la7 i / / / , / i -- MiMMIIIIIIr.MIIIIIEMIIIIMLIIIIIIIIMIIIIIIIIIILMIIIIIItIMIIMUIIIIIIIURIIIIIaJMII IILLIIIIIIWAMIIIMNI MARK GSA 1 -6114 5 -3 112 4 -10114 2 -2 2 -8114 4.4 3 -2 ' 3- 1011 EMI ' - =� G8A 7 -1314 7 -1718 4 -8 4 -8 318 -_ i G9 =MEM 4 -1 1/2 3.0 11131= 2 -9112 51/2 6 -7 4 -9112 2 -2 2 -7 gm: NM MIR =III S LOAD LOCATIONS FROM LEFT END BASE LENGTH G6A 1 -6114 6 -9314 11 -8 13 -10 16 -6114 20- 10114 24 -0114 27- 10112 29 -0 � 4 G8A 7 -1314 14 -3518 18- 91518 23 -8 I �•• � G9A 2 -53/4 5 -10 1/4 9 -11 3/4 12.11314 17 -3 3/4 20 -1 1/4 24 -33/4 . 24 -9114 31- 41/4 36 -1 3/4 38 -3 3/4 40 -103/4 , ;. �'� Check the last dimension under 'LOAD LOCATIONS FROM LEFT END BASE LENGTH against'? - -. #2067 - ` - -- _ vS' Q < MAR. 21. 2005 2:01PM S E I !V0, 045 P. 24 � ' � COLOR CODE L15t NUMOEI7 FILE NUNO3ER 1 ' - vuLc�RAF�' . JOIST GIRDER -CO 817 Aso -n4- 177 A DIVISION OF NUCOR CORPORATION SKI 1 OF 1 04-075 8 -1 MOHAN Fr, UTAH JOB: WASHINGTON SQUARE MALL EIP COUNT PAINT REFER TO' DRAWING );\\ 912117.0061, :A5 e an. r o - LOG: TIGARD, OR. 9 GRAY J2 I '}'' CUST: SEI NORTHWEST J #VAtUE1 L I L #! #�I I LLI I I �--T— I eoTTCWCl10AO0rr eRGO»IN s&OPS H PICCN TTPB l ' mAit% am oEIKONATKNA MGM i& I 1 ] 0A LEJ IATH L T RIOHT LEFT miff mu E' EDL EDR G11A 1 30 G 5 N 1� -, 35.3 . . 11/4 35 -13/4 4 314 1 1/4 7112 7112 0.315 R G12A 3 30 0 6 N 10.8 35 -3 1114 35.1314 4 314 11/4 71/2 71/2 0.375 R- G13A 1 30 G 6 N 10.8 : 34 - 81/2 11/4 11/4 34 - 6 +0 3/4 11/4 71/2 71/2 0.375 ro G14A 1 30 G 4 N 1104 9.3 11/4 _ 29 -13/4 +0 3/4 83/4 71/2 71/2 0.375 R r G15A 3 30 0 4 N 120 29 -11112 29 -111/2 4 3/4 83/4 7112 7112 0.375 R fili gEAIIIN68EAT SLOTS TOP CHORD HOLES FOCOD MONT lATER41 MOMENT BC L W 1C KCAL LOAD HOT 17ARK Sd. LoCADON rn sat LOCATION ( $ l =AMON I s NCR LOCATACI? I s LERI RIGHT IF.RT ow var. UPLIFT L REC9 ' 8 13/4 8 2 3/4 3A 1 318 '�, 35 K BE 450 G11A P 8 1314 8 2 3/4 3A 13/8 450 G12A - pIf 8 2 3/4 8 2 3/4 35 K BE 450 G13A - Of 8 2 3/4 8 13/4 , 3A 13/8 $ . 750 Of G15A 8 13/4 8 13/4 3A 1 8 3A 13/8 1 460 AComONAL CONCENIAATEDL -LOA08 ARE IN KIRS - LOADS LOCATED FROM LEFT END BAN MOTH NAM A ' C L LOAD LOCATION 10 LOAD LOCATION I C , LOAD - LOCATION I C LOAD LOCATION - I C ADLOAD 8PL G11A 7 -3 3/4 6 -10 7 -0 1 K G12A 7.33/4 6.10 7-0 _ 1 K G1 6 -9 6 -9 7 -0 1 K G14A 6 - 8 7 -53/4 7 - 6 3.6K 6 - 8 3.01< U2— 1 .. 4 , 3.0K 21--8 1 1 K G15A 7 -53/4 7 -5314 7.6 1 K ' TC NILE TCSKONRE KNIFE PL MECHO°OF=ALT MSFEA PITCH P,WSC NS _ NI NO 1 LE Ng LEFT ENO DETNL EMHTEo DETAIL TCBEND. BC BEND. , ILI0gr RAMROD G11A PLATE S7 PLATE 86 0.500 K 0.500 K G12A 0.500 K 0.500 K G13A , S3 PLATE 810 0.500 K 0.500 K G14A 0.500 K 0.500 K 315A * 0.500 K 0.500 K MARK moms Ir>xar s - RETAAPofe - REIAARKO - Rte G11A • G12A aRD , G13A G14A 3,6K IS ADD'L DRIFT LD. ,APR 0-1 2.005 G15A 'GENERAL NOTES LIMIT LL DEFL. TO U240 CAMBER FOR DEAD LOAD .9. 09° ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES _ - BCX FROM OAL BUILDING CODE 20031 BC - , GIRDER SELF WEIGHT NOT INCLUDED - P. e. A® o 4+,1 - _� �4.i =N DRAWN BY DAN CHECKED BY JTMT SHOP ORDERED BY SHOP ORDER CHECKED = A MAR. 21. 2005 2:07PM S E I NO, 045 P. 25 vt y ti l • o CODE LS f NUMBER FILE eivIBF.R VULCIAFT . JOIST CINDER 16 FILE S80 -04 -0758 A DMSl B OF NUCOR CORPORATION SLUE BPASIAU CRY, LlrAH JOB: ' GIN 01 S • ' _:._ u;- sHr 1 -- PIECE COUNT FAINT REFER 0 DRAW an112o031tA5 At - ).<%*"... r LOC: TIGART. OR 3 GRAY J2 'j�' •.UST: *If -15 6IF I al 11R0 DEPTH SLOP H PRCH 1 ' 1 Isl RATA Ma # Toa BIL4E OFT 11011=1 . _ uaRx � DE31G'NA1'10N �� 30 G 5 N 5.4 4 36 -2 11/4 35 -0 314 4314 1114 71P2 7112 0.375 : G16A III � � • 0.375 ' �� 4314 63/4 G G17A 1 30 G 4 N 6.0 • i 29- 11 112 � • ,... _ ._...__ _ 28.11114 +0 3/4 63/4 0.375 PIII _ . G18A� 30 3 4N10� 27 -0 112 ® 111111111116 11111111.. I III ri_.. MI NM r � ....IICIFNT LATERAL HALM RC WI IC AXIAL LOAD ter BEAN O$6ATSLO S VP CHORO MIA W OM MOT I RE= Sc. LOCATION s SCR CACATION a HCL LOCATION 5 NCR LDDArON 5 LFfi R> L ' ` -_ 4 50 G16A 8 13J4 8 2 3 4 3A 1318 F . �{ 450 G17A 8 13/ 8 1 3A 1 8 F 3A 1318 0 5 0 8 2314 8 1314 GIBA Q If '^ ADerriou LCONCEItraniO LOAD$ -LCAos as IN IDPd -LCADB LOCAT110 FROM usFr @ID BASE LENGTH T WAD _ LACASSOM `C' LOAD LOCATION1 1 0 • LOAD , LoOAR LOC CN 1 0 LOAD LOCATION t c AaOAD SPL uAac •A' 1 K G16A 7.33/4 1 6.9 7 -0 1 K 1(3 7A 7.5 3/4 7.53/4 7 -6 1 K 016A 6.8 5.31/4 7 -6 3.6K 6 -8 I , I l PRCr+ i �' rc sl�W LE , VOW Re AWL PL I 8100 OF AXIAL TRANSi AS NS Fa N$ F5 LE RE LEFT ETD OETSJL , maw ex C€TM. r Sc Bea $C ma RN _ 6RiDG�I.00 G16A 0.500 K 0.600 K ' G17A _ 0.500 K 0.5 K G1 8A 0.500 K 0.500 K MAKS HMO - IIBIAR%$ - G16A II' - '_ G17A G18A 3.6K IS ADD'L DRIFT LA SEE T.C. HOLE BACKSHEET APR 0 1 2 . GENERAL NOTES LIMIT LL DEFL TO L1240 l Q _ v CAMBER FOR DEAD LOAD ALL JOIST /GIRD AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES - BCX FROM OAL BUILDING CODE 2003 tilC GIRDER SELF WEIGHT NOT INCLUDED-12.1—.;--"v° S i 9•Z= A DRAWN BY DAN CHECKED BY JIMT SHOP ORDERED BY SHOP ORDER CHECI<ED BY MAR.21. 2:07Pv1 S E I N0.045 P. 27 tip a tl VULCRAFT SHORT SPAN JOIST C °L0R'E 1 FILE NUMBER I BLUE BTF S80- 04-0758— I A p M51QN OF NUCOR CORPORATION C • S * U ' - E :` NT 1 O$ -4--� BWGHAI 0E UTAH JOB: ' ► PIECE COUNT PAINT REFER TO DRAWING 1Cl006 e641 LOC: TIGA$g. OR, - - 8 I GRAY J2 � ',' OUST: SEI N9RTHWEST N A L I M # L 1 I BOTTOM ` c BRG `ATE e l • LURK QTY • DESIGNATION _ LENGTH I =0. I T= II , BASS LENGTH LEFT NOWT LEIR awn 1 J1A 1 ' 22 K 400/188 30 -101/2 1314 30 - 83/4 5 3/4 5 3/4 5 5 J2A 1 22 K 3601168 18 -1 12 4314 17.8314 6 5 J3A 1 22 K 3601188 30.10112 30. 10 1/2 6 5 _ J4A 4 22 K 360/188 30 - 23!4 2114 30 -01/2 5 5 _ , J5A 1 22 K 480/308 31 -13/4 2 130 -113/4 5 5 J BEARING 58AT SLOTS BO LW Disc TO AXIAL LOAD NW omit? REM D. ADLOAD MARK sOL ` LOCATION I s sal Loa-non ( B 1'15 J1A 9 1314 9 21/4 I d _ __ _ 1 K PO 1t0 1 K J2A " _ It _ J3A 115 1 K b � 81f 175_ 1 K J4A plf 180 1 K .., J5A 9 AODmONAL CONCENTRATED LOADS -LOADS FRE IN IDPB -LOADS LOCATED FROM LEFT END BASE LEdGIH I r NAM LOAD LOCATION I D LOAD • LOCATION TO C LOAD LOCATION 0 LOAD LOCATION C WAD LOCATION C LOAD LOCATION ' JIA _ - J2A - J3A - J4A J5A I _ _ _ �, I ?OSMLe TC SKEW RS MOD HB wino COLT ldJOIST wax N8 FS NB FS LE RI LEFT END DEVIL RIGHTING _DETAIL TCBENO. BC Ben IS ' Re J1A ` 0.500 K 0.500 K Y Y J2A '45F 0.500 K 0.500 K J3A - 0.500 K 0.500 K ' J4A 0.500 K 0.500 K J5A 0.500 K 0.500 K MARK REL4ARK8 - MARKS - MARKS - REMARKS - OWL S f J1A ADD'L DRIFT LOAD J2A ADD'L DRIFT LOAD J3A SOP. J4A ADD'L DRIFT LOAD ' 2005 J5A ADD'L DRIFT LOAD GE NOTES LIMIT !.t. DEFL TO L/240 �G 0 vv CAMBER FOR DEAD LOAD OAD ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES - BCX FROM OAL BUILDING CODE 20031 BC , DRAWN BY DAN CHECKED BY JIMT SHOP ORDERED BY SHOP ORDER CHECKED ..- CFI 7074 MAR. 21. 2005 2:07PM S E I FILE NUMBER: S80- 040758 - I Bomsa. •JOB -NAME: WASHINGTON SQUARE MALL THIS PAGE GOES WITH LIST NUMBER: 17 ADDITIONAL DRIFT LOAD BACKS H E ET no" V „ BASE LENGTH "A" "D" BASE LENGTH LEFT END / / / RIGHT END MfNI n 9 li ^D" NUMBER (FEET & INCHES) (PLF) (PLF) (FEET & INCHES) J1A 0 300 0 12' -0 - • - J2A 0 -.. 400 0 17' -0 . - - • .. . J4A 0 300 0 12' -0 J5A 0 300 0 12' -0 #2087 ... MAR. 21. '2005 2:08PM S E I N0. 045 P. 29 , 1,4 , ' k ULCRAFT C OLOR CODE UST NUMBER BILE NUMBER 18 SHORT SPAN JOIST BLUE ErIF S80�040758 A DIVISION OF NUCOR CORpaTiA SHT 1 OF 1 BRIGI CITY, UTAH JOB: WASMNQTON SQUARE MALL PIECE COUNT PANT °'-- -PTODRAWMG 3/2112006 fTAs k ....... 1 LOC: GARD• OR. 37 GRAY J2 z ,k, (3 - \ sti CUST: SEI NORTHWEST yAI.uE! I I C I f #I#P l I 011p°� BRG)EP'fH reLopetval 1 5 1 1 MARX C� DEE1GNATION LENGTH TcIc r T I SASE MGM LWT RK$Tf Ldyf RI6Hf J6A 31 22 K 360/188 • 29 -111/2 29.11 112 5 5 l J7A 1 22 K 4801308 f 30 -2 314 21/4 1 3/4 29.10 314 5 314 5 5 J8A 1 22 K 3601188 21- 2 5 20 -g S 5 J9A 1 22 K 360/188 25.11 8 - 25 - 6 5 5 . J1 0A 3 22 K 400/188 30 -103/8 _ 30 -103/8 _ 6 5 BEARINGSGATSLOTS pCyyDIET, TCNOW.LOAD NET UPLIFT 1 R J6A ill g; r IR/ a JlA '� 9 1314 1' f 140 IIE J8A :■� 2+ 1 , Of J9A 115 • 1 J 10A pit ADOMONAL CONCENTRATED LOAD8- LOADS ARE IN KIN -LOADS LOCATED FROM LDPT END BASE LENGTH MARK LOAD LOCATION I C _ LOAD , LOCATION I C LOAD LOCATION I O LOAD LOCAT1DN 1 a LOAD _ _ LoGmoN 1 c Loa) Lou11oN 1 c J6A - J7A J8A - J9A • AU _ - . I TC SEEN LE TO SKEW RE WOOD H 8 METHOD OF AXIAL TRANSFER COLUMN .10181 MARK N8 F8 NS FS If RE _ LEFT MD DETAIL RIGHT END DETAIL TO BEM. 8O BBB LE RE J6A 0.500 K 0.500 K ""J7A 0.500 K 0.500 K N Y J8A 46F 0.500 K 0.500 K J9A 45F _ 0.500 K 0.500 K J10A i 0.500 K K K aRK - REMARKS - REMARKS - REMARKS - REMARKS - RBAARKs J6A J7A ADD'L DRIFT LOAD J8A ADD'L DRIFT LOAD 'HOP ORDERS J9A ADD'L DRIFT LOAD SHOP °B OERS J10A a+I" It E I 11 GENERAL NOTES ' ,• • I I I LIMIT LL DEFL TO L/240 Q, 00 CAMBER FOR DEAD LOAD A ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES � _ 13'CX FROM OAL BUILDING CODE 20031 BC DRAWN B Y DAN CHECKED B Y J I M T SHOP ORDERED BY � SHOP ORDER CHECKED on lb ?A MAR. 21. 2005 2:08PM S E I FILE NUMBER: S80-04-0758 Boms5.$ , JOB NAME: WASHINGTON SQUARE MALL THIS PAGE GOES WITH LIST NUMBER: 1 8 ADDITIONAL DRIFT LOAD BACKSHEET \ „C„ - „ BASE LENGTH BASE LENGTH "A" "D" LEFT END j f A RIGHT END MAR AP . "C" "RP NUMBER (FEET & INCHES) (PLF) (PLF) (FEET & INCHES) J7A 0 300 0 12 -0 • J8A 0- • - • • 400 0 17 -0 • JOA 0 400 0 17 -0 ' X1"097 a� AR. 21. 2005 2 :08PM S E I NO. 045 P. 31 y , 0' CO D LIST U FILE UMBER \IULCRAFT SHORT SPAN JOIST O- C BTF S80-04 -0758 —I DIVISION oF SHT 1 OF C 2' C1i UTAH JOB: ► 1 O► QU:: PI • N P - a ER • DRAWING k (c, 1 f200511A3 Bps.. LOC: 28 GRAY J2 ,, � GUST: S I RTHWEST BOTTOM CHORD Cr 0 BAG Df�TH swill RATE 4 /AII.Ui =1 # # # Le4GIH T TOR BASELENGH LEAP RIGHT UK RIGHT WIC OTT O x c TON 3 5 5 J11A 22 K 360/188 30 - 8 5 30 - 6 5 J12A 22 K 4001188 29-111/2 2,9 • 11112 5 3i4 5 5 1188 29.11 112 29 -111/2 J13A 22 K 400 J 14A © 22 K 400/188 29 - 81/4 3 29 - 51/4 5 5 JASA 2 22 K 4001188 29 - 81/4 13/4 3 29.31/2 5 314 9 5 5 l BEARrNGSGAT 6 'Di r9 6cL lSr. ' it AXIAL NQT 1 RECfD. ADLOAD max Fa LOCATION L SCR LOGATION 1 XQ 1 K ' J11A $ PK , 115 K J12A " J13A - 9 ' 21/4 8 21/4 15 1 K " • 11 J14A 1 K " Of J15A 9' 13/ ■ 9 51/ C34...7 Of 1 K T ADDmoNAL coNr.E3aRATED LaDS -LOAns ARE IN IRS - LOAN LOCATED FRO►1L1+r EN) BASE I> TM AIAfiK LOAD LOCAnoN p LOAD LOCATION p LOAD LocATON p WAD Loco p LOAD =ATM c LOAD LocAnO) c J11A �■r��r J12A • J13A J14A Mi J15A TCSKEWLB TC9KEWRb woo°H® - I usrtwD OF A IALTRANS? COLUIW JOIST atARK . Ns F6 NS FS LE R6 LEArEND DETAIL RicHT END oE?AIL . TCBENb. sCBE?b. LE Ri J11A 45F 0.500 K 0.500 K Ji2A 0.500 K 0.500 K • J13A 0.500 K 0.500 K Y Y - • J14A 0.500 K 0.500 K . J15A 0.500 K 0.500 K Y Y MARK --= sawn - MARE - raaw+xs - ReMRUS R8lARIfO MA ADDITIONAL DRIFT LOAD J12A — i p • .. J13A J14A _ i4w1? fl 1 2803 J15A GENERAL. NOTES • _ LIMIT LL DEFT— TO L1240 vo _ CAMBER FOR DEAD LOAD " P A. ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX FROM OAL BUILDING CODE 20031 DRAWN BY DAN CHECI(ED BY JIMT SHOP ORDERED BY �r S HOP ORDER CHECIT-D B ,_ MAR. 21. 2005 2:08PM S E I r FILE NUMBER: 580- 040758 — Boms5.8.xt. JOB NAM WAS HINGTON SQUARE MALL ..i., THIS PAGE GOES WITH LIST NUM_ 9 AC�SH�ET ADDITIONAL DRIFT LOAD B 1 „ "B" or BASE LENGTH BASE LENGTH " II ry " LEFT END RIGHT END MARK any �/�N "De MARK "A° E V NUMBER (FEET & INCHES) (PLF) (PLF) (FEET & INCHES) J 11 A 0 400 0 17 -0 i ill #2087 — y MAR.21.2005 2:08PM S E I N0.045 P. 33 0 ii yti LCRAFT SHORT SPAN JOIST COLOR CODE UST 2 MBER ' FILE NUMBER I 'V ISION OF NUCOR CORPORATION BLUE 8717 S$Q- OM07 • I BRIGHAM CITY, UTAH JOB: WASHINGTON SQUARE MALL , 8HT 1 of "Y' 3/21 11 :45 PIECE COUNT PAINT • REFER TO DRAWING 160=5.8-A; ' G LOC: J GARD. OR. v.v. . �f OUST: MI NORTHWEST uE lI 1 II II #I I l l l l l l i I 13 IKJi10LI 040R0 I7LT GRAY BAG DEPTH '" SLOPE RATE e j MARK QTY DESIGNATION MOM 'rat I tCXR I l BASBLRVGTH LOFT RIGHT LFF>' RI J16A 3 22 K 400/188 29 -11 1/2 13/4 29 - 9 3/4 53/4 53/4 5 5 • J17A 6 22 K 480/308 29 -111/2 29.11 1/2 5 5 1 J18A 1 22 K 480/308 29 - 81/4 3 29 - 51/4 5 5 J19A 1 22 K 40W188 29 -111/2 13/4 _ 29 -9 3/4 5 3/4 53/4 5 5 J20A 2 22 K 360/188 30 - 30.101/2 5 5 - — BEARING SEAT SLCT7! BC Lyy can TC =AL LOAD NET UPLIFT KIRK sal LOCATION I e SCR LOCATION I s I REVD. ADLOAD J16A 9 . 21/4 9 • 13/4 _ �, _ 115 1 K PIt J17A - 190 1 K _ - P� 1� 1 K J18A P r , J19A 9 1 3/4 9 21/4 115 of 1 K ""J20A' -- • • — ....... 1 K ADDITIONAL CONCBNIRATED LOADS - LOADS ARE N IOM- LOADS LOCATED FROM LUT ENO BASE LENGTH MARK " LOAD LOCATION 1 0 LOAD LOCATION I C LOAD LOCATION I C LOAD LOCATION 1 O LOAD ` LOCATION (o _ LOAD LOCATION I c JI6A _ J17A J1 8A J19A J20A TC SKEW LE TC SKEW RE W000 H B WHO) OF AXIAL TRANSNSI COLLIIN JOIST MARK NB FS NS Fe LE RE LEFT DC DUAL RZGHT oMTML TO BEND. SC SHED. _ LE RE J18A 0.500 K 0.600 K Y Y J17A 0.500 K 0.500 K J18A 0.500 K 0.500 K J19A ' 0.500 K 0.500 K Y Y J20A 0.500 K 0.500 K I. - - - - - MARK REMARKS - REMARKS - REMARKS - REMARKS - REMARKS J16A I J17A • J18A J19A sHoR oRospi,§ J20A ADD'L DRIFT RACKSHEEf ;APR 0 I 2903 1 GENERAL NOTES • _ LIMIT LL DEFL TO L/240 _ CAMBER FOR DEAD LOAD' ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES _ BOX FROM OAL BUILDING CODE 20031 Qa r s.s _N DRAWN BY DAN CHECKED BY JJMT SHOP ORDERED BY SHOP ORDER CHECI r7 MAR. 21. 2005 2:08PM S E I FILE NUMBER: 580- 040758 - I Boms5.8.x.. —i JOB NAME: WASHINGTON SQUARE MALL THIS PAGE GOES WITH LIST NUMBER: 20 ADDITIONAL DRIFT LOAD BACKSHEET "I Mall BASE LENGTH BASE LENGTH . ' A " " LEFT END / // // RIGHT END MARK "A" " ^ -IJ NUMBER (FEET & INCHES) (PLF) (PLP) (FEET & INCHES) J20A 0 260 0 10' -11 • #2087 • • 0 4 MAR.21.2005 2:08PM S E I NO.045 P. 35 v''0 COLORCODE 1' NUMBER Fl NUMBER VULCR 'rT SHORT SPAN JOIST BLUE BTF 880- 04-0758 A ENSIGN OF NUCOR CORPORATION OB: WASHINGTON SQUARE MALL SHT 1 OP 1 F1R16HAM CITY, UTAH J PIECE COUNT ER 70 DRAWING I • 3nti/2QQ511A6 7.zsc ., , , ... BNm69S (i S LOC: TIGARD, OR. 7 J2 S ip o OUST: SEI NORTHWEST - #I# A I Li_ I I BOTTOM CHORD EXT BRGDEM #vALUs #1 I I #I 1 BLOVERATa I N LENGTH TM I e VAX I BASE LE NGLH LET RIGHT LEFT RIGHT 8 MARX V( J21A 1 22 K 400/188 30 -101/2 30 -101/2 5 5 _ J22A 1 22 K 400/188 31 -3 3/4 5 30.10314 11 5 6 5 5 J23A 2 22 K 360/188 29 -11 1/2 29 -111/2 J24A 1 22 K 4001 188 29 -11 1/2 29 -11112 5314 5 5 J25A 2 22 K 400/188 29 -111/2 29 -111/2 5 5 BEARING SEAT 81418 BC I.ri 018T. TC A10ALlOAD Mr LPUPC 'I REGD. ADLOAD MAR sa UJCATroN J 8 SCR LOCAfl 4 1 115 J21A 9 21/4 9 21/4 45 4 .._ f 1 K _ P 9 11/2 9 21/4 115 1 K J22A — pf 9 _ 21/4 9 - 21/4 11 1 K J23A - 9 21/4 9 21/4 1 3 1 K J24A J25A 9 21/4 9 2114 15 ' — 1 ' K I ADDRWNAL CONCENTRATED LOADS - LOADLIME IN MRS- LOADS LOCATEC FROM LEFT END BASE LENGTH MARS[ LOAD LOCATION I C LOAD LOCATION LO LOAD - LOCATION I C LOAD LOCATION I C LOAD , LOCATION I D LOAD LOCATION 1 C J21A J22A ' J23A - - J24A , J25A 1.5K 21 -113 4 TC S1ctWL.8 TCSII N RI WOOD H8 NE MOD OF COLUMN JOIST I MARK N9 FS NS F8 LE RE I 'Ego, DETAIL R rree DSTAd TCBIND. BC BEND. LE RE a J21A 0.500 K 0.500 K N N J22A 0.500 K 0.500 K Y N J23A - 0.500 K 0500 K N N J24A 0.500 K 0.500 K N Y J25A �� 0.500 K 0.500 K N N ROAARKS REMARKS - REAARKB 1 MARK R@AARKS - Rt3wl� - - J21A _ J22A J23A I • • ROERS J24A J25A GENERAL NOTES _ LIMIT LL IEFL TO L /240 4.0 4, _ CAMBER FOR DEAD LOAD " .q. ALL JOISTIGIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX FROM OAL BUILDING CODE 2003 1 BC a. '.ti DRAWN BY DAN CHECKED BY J1MT SHOP ORDERED BY SHOP ORDER CHECKED BY 111,,.1•1 Sep 7974 ^ ° MAR.21.2005 2:08PM S E 1 NO.045 P. 36 A Y y COLOR CODE UST `U r ER Fl N _ 2' VULCRAF SHOR SPAN JOIST BLUE 880-04-0758 SHT 1 OF 1 DRp, ING oMSION o RA JOB: S $QUA E LL P ECE GAUNT PAI 11r 11 GRAY J2 sms LOG: TI D OR. 49 • GUST: EI O ERG D apTTasMC ea SLOFE H ALUM # # . # I - . ■ TCa. Rea ��, J26A T' ti ' 29 .11 Valli 5 314 5 J26 11111 22 K 400/188 29.11112 � b � — 2$.11 112 Mr 29 • 11 112 �� 0. J30A a 22 K 3601188 . K 4001188 29 -11112 29 -11112 �� 1 22 29 -11112 � ©5 . 11111 J32A © 22 K 36'0!1 B8 29 -11112 � _ 5 �, J33A 22 K 360/188 29.81/4 — pfaHOSEAT6L0rs )yDIST. TCAJOALLWID I READ Ammo n 9 LOCATION Q BCL Q � � 15 . a . nap �� 2 7 r NAI J30A .,r�,r� man lin 13:1111111.1111111.1.MINI In J32A 1111111 ��rAI r.■�•• ' 11"'x' ` • � ■ ADomoNAL CONCENTRATED LOADS -LOADS PRE IN IS S- LOADSLoCAT ED FROMLEFTENOSASHLENGTH LOAD LOCATION C LOAD LOCATION p LOAD LOCATION p= LocA� LOAD Lp0gT10N [� LOAD LOCATION J26A Isis "21.1i 314 J3OA �� r�� -� rr11�� r wi 4.3K - J33A -�� D 15 � . - TO SKEIN HS NI ICOOF , TRANSFER NARK QKIMEM F8 r1iT�lINEall. (Era RIGFR DEU1 TOWNS, BC BEND. La UM �■�.� 0,500 K 0.500 KIM J26A r■■N .. 0.500 K 0.500 K N J30A �r�■■.� . 0.600 K 0.500 K N Ell J31A r■��■■�•� 0.500 K 0.600 K - J32A 1111111111111111011111111111111111 • III -�. 0.500 K 0.500 K.. J33A .11111111111M1111101111 Re4PRKS - REUARE9 • - MARKS - REMARKS RaeAwcs S H -- J26A J30A ' '' 0 ii MI i J32A J33A GEN NOTES ' LIMIT LL DEFL TO 0240 CAMBER FOR DEAD LOAD' ® . Q. v A LL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES 4 BOX FROM OAL BUILDING CODE 200$1 BC 5- E:7 )- S HO P ORDER BY � SHOP ORDER CHECKED BY , • nIZGw DAN CHEC KED BY JIMT o f MAR. 21.2005 2:08PM S E I NO. 04 P. 37 "ti , T SPAN PA.N J v 1ST COLOR CODE US NUMBER FILE NUMBER VULCR.FT SHOR A. DIVISION OF NUCOR CORPORATION BLUE ETF 4 -075 8 -- t BRIGHAM CITY, UTAH JOB: i -II ON SP AR _ SHT 1 OF 1 312U2A06 t1:46 PIECE COUNT PAINT REFER TO DRAWING 4 \ E«,�s , LOC: TIGARD.OR. 1 GRAY J2 3' CUST:S>AII�n�THWEST #VALUEI # # # r BOTTOM CHORD E%T ERG DEPTH sLOPB RATE H ! MARK OW DE6I • I ENOTH TCQ. J TOR 1 SAGE LENGTH Lan RIGHT LWV RI CH► 1 J34A 1 22 K 360/188 31 -13/4 2 30.113/4 5 5 ti 1 FEARING SEAT SLOT$ EOLn•DIS_ TO ANAL LOAD N@T LPuPT MARK SCL LOCATION I S SCR LOCATION L S IREDD. ADLOAD 115 1 K J34A 8 , pif ADDITIONAL CONCENTRATED WADS- LOADS ARE IN KIPS- LOADS LOCATED FROM LET Bo DAME LENGTH MARK r LOAD LOCATION C LOAD LOCATION C LOAD LOCATION C LOAD LOCATION C , LOAD LOCATION C LOAD LOCATION C J34A _ TC SKEW LE TC SKEW RE W000 H 8 I METHOD OFF AOOALTRANSFER C OLLS4N JOIST MARl( NS FS NS FS LE RE LEFT END _ DETAIL ROT END DETAIL TCDEND. r BC SEND, LE RB J34A 0.500 K 0.500 K MARK REAIARge - REMARKS - RELLARKS - REMARKS - REMARKS J34A ADD'L DRIFT BACKSHEET 3HCP.1- A PR 0 I zoo GENERAL NOTES` LIMIT I L DEFL TO L1240 4%1'1 CAMBER FOR DEAD LOAD . ALL JOIST /GIRDER AXIAL FCRCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX FROM OAL BUILDING CODE 20031 BC , DRAWN BY DAN CHECKED BY J I MT SHOP ORDERED BY SHOP ORDER CHECKED BY .++1A07 CFI 7A74 MAR. 21. 2005 2:09PM S E 1 FILE NUMBER: S80-04-0758 - I Boms5.8.xIs JOB NAME; WASHINGTON SQUARE MALL THIS PAGE GOES WITH LIST NUMBER: 23 ADDITIONAL DRIFT LOAD BACKSHEET „ „ - BASE LENGTH■ "A" "D" BASE LENGTH LEFT END / / / RIGHT END MARK nAn NUMBER (FEET & INCHES) (PLF) (PLF) (FEET & INCHES) J34A 0 300 0 1Z-0 • 02 ,y MAR. 21, 1005 1 :09PM S E I N0, 045 P. 40 ,� � Iv VULCRAFT ; „5i� OIST GIRDER CO ' �°0E UST NUMBER FIt NUMBER A DMSSON OF NUCOR CORPORATION GREEN BTF S80-04-0758 I BRIGHAM CITY, UTAH JOB: WASHINGTON SQUARE MALL SHT 1 OF 1 312110 5 i 2 2 ' — PIECE COUNT PAINT – REFER TO DRAWING ' 4\A\ , )11 'r� !� C LOC: TIGA EI RD OHWEST R '° 6 GRAY J3 UST: S NORT I I I I I I I I I I I l l l I BOITOMMORD e7LT ERG 06 PITCH 'EWE ” 14AFOC QIV DESIGNATION LE1 GTH TOIL I TCIGt I 8ABEMOTH LIFT RIGHT LEFT RIGHT MDT E EL EOR GIB 1 30 G 4 N 54 29-7 11/4 29 -6 3/4 1 1/4 43/4 712 71/2 0.375 G2B 1 30 G 4 N 108.I( 29.4 1 1/4 1 1/4 29 -11/2 11/4 6 3/4 71/2 71/2 0.375 j G3B 1 30 G 4 N 10p 29 -11/2 11/4 11/4 28 -11 1114 +0 3/4 71/2 71/2 0.375 G4B 2 30 G 4 N 104.1( 29 -7 11/4 29 -5 3/4 11/4 4 3/4 712 71/2 0.375 G5B 1 30 0 4 N K 29 -5 11/4 29 -3 3/4 63/4 +03/4 71/2 71/2 0.375 s4 BEARING BEAT 9LQT8 TOP mow HOLES Foe memo LATERAL NOABLT EE LTT RIINi NET MARX VOL LOCATION 9 SCR LOCATION 8 ROL LOCATOI S HOR LOCrION 8 LET RIGHT t. i• r DIET. TC AYOALLOAD UPLIFT 1 MD G1B 8 • 2 3 . 8 • 13/4 3A 13/8 450 8 • If G2B 8 2 3/• 8 3/- _ 3A_ 3/8 3 K BE 450 plf G3B 8 2 3/4 8 23/4 35 KBE 450 8 ; 2 3/4 8 "1... 13/4 3A 13/8 p 450 0 Pff . • G5B 8 • 13/4 8 2 3/4 3A 13/8 450 ' - a+v , IDif ADDITIONAL CONCENTRATE _CADS -LOAM ARE MI PS- LOADS LOCATED FROM LEFT Eli) BASE LENGTH ' MARK - T Ti •o- LOA LOAD w LOCATION 1 O D LOCATON I e LOAD LOCATION I 0 LOAD LOCATION I O ADLOAD WI GIB 7 -0 7 -53/4 7 - 1 K G2B 6 -9 7.41/2 7 -6 1 K G3B 7.0 6 -11 7 -6 4.6K 22 -0 1 K G48 7 - 7.53/4 7 -6 0.90 22.0 1 K G5B 7 - 63/4 6 - 7 -6 1.8K 22.53/4 1 KI To Mu/ LE • TOWN RE KNIFE PL. MEMO OFAIaAL?DAMPER PITCH LLAR11 N9 F8 118 FA LE RH LEFT ENO DETAIL RIGHT SIC MU TO LIEND. E0 EENO, EMT RIDGE LoO G18 0.500 K 0,500 K G2B _ _ PLATE 318 PLATE S15 0.500 K 0.500 K G3B PLATE S6 PLATE S3 ` 0.500 K 0.500 K G48 0.500 K 0.500 K G5B 0.500 K 0.500 K MARK _ RSLARK8 - MARKS - ROARED - REMARRE - GIB " G2B 03B SMOP ORDERS G4B G5B ,• • 1.8K IS ADM_ DRIFT LOAD 1 005 GENERAL NOTES UNIT LL, DEFL TO I./240 ' o� CAMBER FOR DEAD LOAD - ALL JOIST/GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX PROM OAL - . BUILDING CODE 20031 Be GIRDER SELF WEIGHT NOT INCLUDED- P.Q. I►- ov 5-0 DRAWN BY DAN CHECKED BY JIMT • SHOP ORDERED BY .4 SHOP ORDER CHECKED _____' „y MAR. 21. 2005 2 , 09PM S E I NO. 045 P. 42 / COLOR COLOR C60E 115T NUMBER FILE NUMBER VULGRAFT : ,,. .� : JOIST GIRDER 28 A DIVISION OF NUCOR CORPORATION GREEN aTF S80 - 0758 — I B GHA A c x r r , UTAH JOB: AS 0 S 1 .1..-- MALL ' SHT PA1 OF 1 'PIECE COUNT INT REFER TO DRAWING MI/20051212 gs 7: LOC: TIGARD. OR. 4 GRAY J 3 ..1 I CUST. S,)��IOR _ L�nR1t J clW I I LI I C I I I� I I I I _ TqL I L TOM I SASE IJINCIT 1 LEFT RIGHT LL T ROM` RATE J B Ely. EDR 4. G6B 1 30 G 4 N 12 28 -1 11/4 1 1/4 27.101/2 83/4 +0 3/4 712 71/2 0.376 - 0713 2 30 G 4 N 12 K 29 -6 11/4 29 -33/4 6 3/4 +0 3/4 71/2 71/2 0.375 G8B 1 30 0 4 N 14 0) - 28 -111/2 1114 11/4 28.9 1 1/4 +03/4 71/2 71/2 0.375 BEafaN0 HdB! Fon Waif WWI MOLen BCLn TOAXIALL� T 1.001. LOCATION I e ., SCR LOCATION j a IIcI. LOCATION a NCR LccAT'ON a LEFT RIGHT LFFT RieNT DIST 8 13/4 8 2 3/4 3A . 13/8 g, 35 K BE 750 G6B ff 8 1314 8 2 314 3A 13/8 750 G7B P G8B 8 2 3/4 8 23/4 J 750 Pff ADOITIONAL CONCalnnATED LOAD! - LOADS A R IPS- L.OAOa LOCATED FROM IH'T ENO BASE MOTH MARK . ir 'C LOAD _ LOCATIOW I C LOAD L�IWN I 0 LOAD _ LOCATION I 0 LOAD LOCATION 1 C ADLOAD 8PL G68 . 7.41/2 5 -6 7 -6 3.6K 22 -41/2 1 K G7B 7 -53/4 6 -10 7 -6 3.6K 22 -53/4 1 K G8B 8 -11 6 -10 7 -6 4.2K 21 -11 1 K TO8KewLE ” TC SKRINRE KWPEPL M TI40bOF FITCH I H A R R Na F8 Na F O LI RE LEFT MI D E T A L R I C H T Re DETM. T O MO BC BE E, RICHT RIDGE um G6B PLATE S15 PLATE S1A 0.500 K 0.500 K 078 0 .500 K 0 .500 K G8B 0.500 K 0.500 K 0.500 K 0.500 K 0.500 K 0.500 K MAW F _ Rc'NOAKa - REl1ARK9 - REAMRXS - REAWRKB G6B 3.6K LD IS ADD'L DRIFT G7B 3.6K LD IS ADD'L DRIFT • G8B 8 112' MIN, TOP CHORD GIRDER WIDTH FOR LONG SPAN BEARING, AND 81/7 MAX. WIDTH FOR LONSPAN 4.2K LD. IS DRIFT SHOP ORDERS GENERAL NOW ' ' .. AQg 0 1 2005 LIMIT LL DEFL TO L /240 ,00 CAMBER FOR DEAD LOAD �� ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES Bd( FROM OAL BUILDING CODE.70031 BC GIRDER SELF WEIGHT NOT INCLUDED 0 - I" ° s. sJ DRAWN BY DAN CHECKED BY JIMT SHOP ORDERED BY SHOP ORDER CHECKEDa MAR, 21. 2 05 2:09PM S E I NO, 045 P. 43 � 11 COLOR CODE UST NUIJBER FILE NUMBER i V/ l'° ONG SPAN JOIST 27 VULCRAFT • °'a A DIVISION OF NUCOR COLiP0RAT10N GREEN fir S80- 04-0758 -.1 BRIGHAM cTTY, UTAH JOB: WASHINGTON SQUARE MAIL sttr PIECE COUNT PAINT REFER TO DRAWING =OS 12lZ \ Nsa� LOC: TIGARD,OR, 7 GRAY J3 I V.. - � _ail SE NORTHJ1IEST `�� BOTTOM CHOC) OG SRN asini 51APB H PIT 1 TM CTY DBB1aNP LENGTH -, TOM SAN =MI LENT RIGHT LEFT R1014T RATE E EDI. FOR T1B 2 28 LH 560/188 43 -8 43 -6 5 5 T2B 2 24 LH 3601188 39 -8 1/2 39.8 5 5 ' T3B 1 24 LH 360/188 39 -8 1/2 39 -3 1/2 53/4 53/4 5 5 T4B 1 24 LH 480/308 39 -8 1/2 39 -81/2 6 5 T55 1 24 LH 3601180 39 -113/4 39 -11314 5 5 SMOG SEAT SLOW AXED MOMENT LATERAL MOMENT BC Lp OLST TO AXIAL LOAD NET tPUPT KW MX LocaTiai t NOR LOCATION 5 HEFT Raw LEFT 12 , 100 . 111 NI _ 190 1 K 1 b N pli 13/4 3/ 19 1 K T3B p8 190 1 K . , pff . 190 El d'� plf 1 K • • morrow. CONCEIMTATED LOADS ..LOADS ARE IN NW. LOADS LOCATED PROM LENT END BABB LENGTH u= LOAD LOCATION I 0 LOAD Loon% I c LOAD LOCATION J 0 LOAD LOCATION I c LOAD LOCATION 10 LOAD LOCATION L 0 TIB_ - T2B �__ . T3B T4B — T5B TOSKEW 1O SKEIN RB KMFEPL w00010 1 400 OP i.AL TRANSFER COMM JOIST W MARK NS FS NS PS LE RE LE RE UM NASD DETAIL RNOI4FE!n DETAIL TCSEM ' BO OEM LE T RN NOW HOGELAO T1B 0.500 K 0.500 K T2B 0 .500 K 0.500 K T3B 0.500 K 0.500 K Y Y T48 _ 0.500 K 0.500 K T58 0.600 K 0.500 K NAM WARNS - ReA RO • ROW* - REMARKS - MARRS T1B T2B 2 3/4° SHORT BEARING - RE SHOP o� T3B T4B 23/4° SHORT BEARING - RE ll 0 1 1U05 T5B 23/4' SHORT BEARING - RE GENERAL NOTES . ; ` • '1' ' _ UMIT LL DER.. TO U240 Q ,90 _ CAMBER FOR DEAD LOAD 4. ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX FROM OAL i : , , 14.4 i ; k• , , - ' 1. BUILDING CODE 20O BC iZ.. u DRAWN BY DAN CHECKED BY JIMT 10P ORDERED BY 4 SHOP ORDER CHECKED BY MAR. 21. 2005 2:09PM S E I FILE NUMBER: S80 -0 -0758 — I Boms6.8. JOB NAME: WASHINGTON SQUARE MALL THIS PAGE GOES WITH LIST NUMBER: 27 • ADDITIONAL DRIFT LOAD BACKSHEET „ " _ 4 BASE LENGTH "D" "D" BASE LENGTH .� A LEFT END RIGHT END MARK "A' "3" „ „ NUMBER (FEET & INCHES) (PLF) (PIF) (FEET & INCHES) T2B 35'-9 3/4 0 100 3 -10 3/4 - ......... - •T3B • 35' -9.3/4 . • 0 100 3 -10 3/4 T4B 35' -9 3/4 0 100 3 -10 3/4 T5B .36"tllZ 0 100 3 -10 3/4 • • 2087 . „.' MAR. 21. 2005 2:09PM S E I NO. 045 P. 45 v et G RAFT”' i ` . SHORT COLOR CODE UST NUMBER ? S PA N JOIST ?RENUMBER V UL -0 -- I GREEN BTF S80 4-07 58 ADNtstt]NOFNUCOR BRIGHAM CITY, UTAH JOB: WASHINGTON SQUARE MALL SHT I OF 7 PIECE COUNT PAINT REFER TO DRAINING 311 �� 1@OD512 32 LOC: TIGARD, OR. 15 GRAY J3 II jCUST: SO NORTHWEST i l l l l l l l l l l I I I I n+ Trx< F BA BO"D'" CHORD EC DEPTH DEPTH ELOPE RATE H SELt7M1M PJGH LFPI wart ' MARK CITY DESKSIAMON JIB 3 22 K 360/188 29 3 29.5114 s 5 J2B 1 22 K 4001188 29 -8114 3 29 - 5114 8 4 3/4 5 5 E J3B 9 22 K 360/188 29.11112 29 -111/2 5 5 J4B 1 22 K 360/188 30 -43/4 7 29 -93/4 4314 5 _ 5 J5B 1 22 K 380/188 J 30 - 4 3/4 7 ^ 29 - 9 314 53/4 5 5 SEARING WATSl0TiS D TCAxI NCf UPLIFT I RM. ADLOPD � sm. LOGA710N I s �- LocATia+ , I s 115 ` J1B - t Fff 1 K — 9 51/2 9 21/4 115 1 K 1 K J2B Fre 115 J3B - - - plf 9• 2114 9 7 115 I K J 48 pIf • .9. • -7 .- 9" 2.114r .. • •116- - 1 K • -4B o.., pK ADDITIONAL CONCENTRATED LOADS -LORDS ARE IN II>PS - LOADS LOCATED FROtA LEFT END BASE LENGTH MRAx LOAD LOCATION I C - LOAD - WCATTON I C LOAD LDCJITKIN I c LOAD LOCATION I C LOAD LOCATION 7 D LOAD LOCAT1ON J c JIB 1 - J2B .- J3B J4B J5B 2.3K 18 -10 -rc sow LP TC made .E WOOD H B METHOD OF AXIAL TRANSFER COLUMN JOIST uARx NB FS N8 i F6 LE RE LEFT BD DETAIL RIGHT ®m DETAIL TO BEND, EMEND. LP RE JI J2B 0.500 K 0.500 K 0.500 K 0.500 K Y Y J3B 0.500 K 0.500 K J4B _ 1 0.500 K 0.500 K Y N J5B _ 0.500 K 0.500 K N Y - MARX REUATLxa Remus - Ramie s - RE — REMARKS �ARX3 - RBdA JIB J2B SHOP�R,�ERS J39 J4B APR Q f 2005 J5B GENERAL NOTES - _ LIMIT LL DER. LI240 C'''' o _ CAMBER FOR DEAD LOAD ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX FROM OAL - BUILDING CODE 200.1 BC DRAWN BY DAN CHECKED BY J1 MT SHOP ORDERED BY SHOP ORDER CHECKED BY OM 7074 _v ,S MAR. 21. 2005 2: 09 PM S L 1 ,I 6 NU. U47 r . 4b VULCRAFT SHORT SPAN JOIST COLOR CODE UST N ER FILENUMBER A DIVISION OF NUCOR CORPORATION GREEN BTF S80-04 -0758 - I BRiGHAMCITY,uTAH • JOB: WASHINGTON SQUAREMALL sHr � _, . 120061222 PIECE COUNT PAI REFER TO DRAWING g - LOC: TIGARD, OR. 8 GRAY J3 e " 441 CUST: SEI NORTHWEST l � ` IIIII iJIIII �\ \ 11 OM CHORD CO' SRO __tl SLOPS RATE e MARIA arty DESIGNATION LE Mt M t L TOR L LTASELBJG'M LEFT RIGHT LEFT RIB • J9I3 1 22 K 4001188 29 -111/2 29 -111/2 53/4 5 3/4 5 5 J10B 1 22 K 3601188 29 -111/2 29.111/2 5 5 , L .J11B 1 22 K 520/308 29 -8 1/4 3 29.5114 5 5 J12B 2 22 K 480/308 29 -11 1/2 29.11112 5 5 I J13B 3 22 K 520/308 29 - 11112 29 -111/2 6 5 HARM SEAT Sl0i9 SOLLry ro,X L WAD P T ‘2911" MARK Sd. LOCATION 1 s 5C• LOCATION I S I REG'O. A1ILOAO J9B 9 2114 § 21/4 111�i 1 K 9 21/4 9 1 1/2 _ '1§ 1 K' J10B Of 190 1 K J11B if 190 K J12B Of .. .190 t K J13g cif , ADDmONAL CONCENTRATED LOADS -LOADS ARS IN KIPS -LOADS LOCATI) FROM L E F T S A I D BASE LENGTH MARK LOAD LOCATION I c : LOAD LOCATION I O ,_ LOAD LOCATION 1 C LOAD LOCAIIDN 1 C — LOAD . LOCA11ON I C LOAD LOCATION J C J9B . J108 ' J11B . J12B J13B TC SKEW LI TC SKEW RE WOOD HB METHOD OF AWL TRANSFER COUSIN JOIST WRIT NS FS NS FS LE RP LEFT END DETAIa Luau Ew DETAIL TC BB1O. SC BEND. LE R8 J9B 0.500 K 0.500 K Y Y J10B 0.500 K 0.500 K N N J118 0.500 K 0.500 K ' 0.500 K 0.500 K J13B v 0.500 K 0.600 K MARK RE]LARKS - REMARKS - MIAMI - 1 =...1 i A. : • •, - J9B J106 mmmimimmiligi A- a-.1 -1 J11B J.12B J13B GENERAL NOTES ' . . LIMIT LL DEFL. TO L1240 0 Q.av CAMBER FOR DEAD LOAD ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BOX FROM 0AL BUILDING CODE 20031 BC i DRAWN BY DAN CHECKED BY MIT MOP ORDERED BY 6 SHOP ORDER CHECKED BY -::: — P087 SEI7974 • o ,, MAR. 21. 2005 2: 10P S E I NO. U4h P. 4/ ti A . COLOR COD U UMBER I MBER �VU LcRAFT .. �' � S H O RT SPAN JOIST GREEN s8o -04- 075$ — � A ENVISION OF NUCOR CORPORATION SHT I OF 1 BRE:MAMCSJY. UTAH JOB: WASHINCJON SQUARE MALL 3121/200.5 1232 PIECE COUNT PAINT ---'RE TO DRAWING ` Ja: " 1r' � { LOC: TIGARD. gR, 9 GRAY J3 A 4114 , CUST: SEI NORTHWEST BOTTOIA CHORD E T BRG : SLOPE RATg H Hair MARK qn neIC�IAT1ON I L Tat 1 TQR 1 BASS LENGH LI3'T RIGHT LEST I J16B 1 22 K 400/188 29 -11 1/2 1314 29 -9 3/4 5 3/4 5 3/4 6 5 , J1713 2 22 K 400/188 29 - 81/4 3 29 -6 1/4 5 5 J18B 6 22 K 400/188 29 -11112 29.11 1/2 I 5 5 BEAPoNG SPAT SLOTS BCLwDIST TCA�0ALL11AD NEf T LAW SCL LOCATION 1 S SCR LOCATION 19 I REM. MOOD 9 21/4 9 13/4 115 ` 1 K J16B $ F fp T15 1 K Jim J18g - Of ADDRIONAL CONCENTRAT® LOADS -LOADS PRE IN MPS - Lacs Laces) FRore um ex) BASEwarm HARK LOAD LOCATION 1 o LOAD LOCATION 1 C LOAD LOCATION I C LOAD _ LOCATION I c LOAD . - LOCATION I C + LOAD LOCATION I C J16B J17B . J18B _ TC SI EW ICeW 0 LE TC S RB w00 H D memo OF AXIALTRAN8Ft71 - COLUMN JOST MARS NS FS NS - PS LE R6 LEFT END OETWL RO'END DBTAL TCSEND. _ BCB 1D. LE RE J163 0.500 K 0.500 K Y Y J178 0.500 K 0.500 K J18B - 0.500 K 0.500 K MARE REMARKS maraca - RHAARKS - REMAKES - REMARKS SHOP ORutHS J168 APR 0 1 2005 J17B J18B GENERAL NOTES - LIMIT LL DEFL. TO U240 _ CAMBER FOR DEAD LOAD ''�' ALL JOIST /GIRDER AXIAL. FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX FROM OAL BUILDING CODE,20031 BC .x, A - Ia DRAWN BY DAN CHECKED BY J I MT SHOP ORDERED BY SHOP ORDER CHECKED BY 11127 9E17974 , Q • v1AR.21.2005 2:10P S E I NO.045 P. 48 • , ;. p c SPAN p r '°� VU LC RAFT ° ` i S H O R7' SPAN J O I S 1 COLOR CODE UST NU MBER FILE NUMBER A OMSION OF NUCOR CORPORA11ON GREEN BTF $O -OBI -O75S - 3/21/2005 1212 elac lAMCm ,rA>I JOB: WASHINGTON SQUARE MALE PIECE COUNT PAINT REFER TO DRAWING aomsss� !� �� LOC: OR 5 GRAY J3 ..i yti1 , CUST: SE! NORTHWEST \ BOTTOM CHORD EXT LEFT G DEPIM SLOPE RATE 8 MARK QTY OESIGNAIION LENGTH TCJD• Tom BASE 7 = • J19B 1 • 22 K 400/188 29 -111/2 13/4 29 - 93/4 5 3/4 53/4 5 5 J20B 1 22 K 360/188 29 -11 1/2 29 -11 1/2 5 5 J22B 1 22 K 360/188 30 - 0 3/4 30.0 3/4 5 5 ' J24B 2 22 K 360/188 30 -0 3/4 30 - 03/4 5 5 BEARING SEAT SLOTS BCLyyD15T. TCA1CALLOAD Ng BPL�7 MARX ' SCL LOCATION B SCR LOCATION I B I REED, gum J19B -9 13/4 9 21/4 E, • 1/5 1 K J20B 1 '$ fi 5 1 K J22B 115 1 K Pli J24B '...115 1 • Of K ADDRIDNAL CONOENIRATED LOADS -LOADS ARE IN IOPB- LOADS LOCATED FROM LET END BASE LENGTH MARK LOAD LOCATION I D LOAD LOCATION I c LOAD . LocATION I c LOAD ' LOCATION I 0 LOAD - LOCATION 1 0 LOAD LOCATION I C J198 2_3K ^ 6 -1 3/4 J20B 2.3K 6 -13/4 J22B 2.3K 19 -1 J24B J TO SKEW LB TCSIE1NRS WOOD H8 - KIEno 0 NDALTRANSFER COLUMN JOIST ' MARK NS FS NS PS LE RE LEFralo DETAIL FONT BID DETAIL TD Ban BCB@ID. - LE RE J19B 0.500 K 0.500 K Y Y J20B • 0.500 K 0.500 K J22B 0.500 K 0.500 K J24B 1 0.500 K 0.500 K MARK RBAARKS - REMARKS - REMARKS - REMARKS - RBAARKS J198 _______1 J20B� J22B SHO ORDERS J24B . 11 2 GENERAL NOTES LIMIT LL DEFL. TO L1240 CAMBER FOR DEAD LOAD -- ALL ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX FROM OAL . BUILDING CODE3)031 BC : .. 1 .,.._ i DRAWN BY DAN CHECKED BY JIMT SHOP ORDERED BY SHOP ORDER CHECKED BY y i MAR.21.2005 2:10PM S E I NO.045 P. 49 1.,li VU LC RAFT ' � �' / " SHORT S PAS! JOIS COLOR CODE UST NUMBER FILE NUMBER GREEN S80-04-0758 -' A DIVISION OF NUCOR CORPORATION SHT 1 OF BRU /WCITY,UTAH JOB: : ■ i. ON S6U1;_ PIE COU PAI REFER TO DRAWNG 3121@D0512;32 all S& s LOC: TIGARD. OR. 3 GRAY J3 I GUST: SEI NO.RTHWEST CNORD VT OTTOM we DEPTH RATE H stops I I I I I l I i l I I I I I I • B RIGHT LEFT wB H Ma OTV OE GNATION LENGTH TCI&. TL704 EASE LENGTH LEFT • J258 1 22 K 360/188 30.03/4 30 - - 0 314 5 5 , 5 5 J26B 2 22 K 360/188 29 -11 1/2 29 -111/2 . BEARMG -- SLDTB BC LIy DIS TC KARL LOAD NET ULWT I REM .- ADLCAO MARK Kt LOCATION I s sot Looms' J s 115 J25B 9, PIf 1 K 115 1 K J26B Gip, P J ADDmoN coNceNTRATED LOADS -LOADS ARE IN en- LDACS LOCATED FR LEFT END BASE LENGTH matt LOAD LOCATION • I C LOAD LDGAnON I c LOAD LOCATION I C LoAD LOCATION 1 c LOAD _ LOCATION I c LOAD LOCATION I c J25B J26B ME010D orA 70ALTRANVI A COLUMN Jour TC SKEW LEI Tc skew Re WOOD H B DETAIL ` T: BEM BC BEND. LE NE MARK NS F9 N9 F8 LE RE l�T Eno oust RIGHT Q10 J25B 0.600 K 0.500 K • J26B 0.500 K 0.500 K MARK MORlce - Rama MARKS - RENARK8 - Rooms J25B J28B SHOP OR3ERS - APR 9 1 2005 GENERAL NOTES LIMIT LL DEFL TO L/240 • CAMBER FOR DEAD LOAD' ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX FROM OAL - BUILDING CODE 20031 BC - DRAWN BY DAN CHECKED BY JIMT 91OP ORDERED BY l SHOP ORDER CHECKED �� rr_. ynl A MAR. 21. 2005 2:10P1v1 S E I , NO. 045 P. 50 ■ 1 t ' COLOR CODE LIST NUMBER FILE NUMBER VULCRAF F `. 1 ' SHORT SPA N JOIST 33 �A p\NISION BRI OF NUCOR CORPORAl10N ,IS AH GREEN WIT 380 4 -0758 — I A NCITY JOB: WASHINGTON SQUARE MALL SILT 1 OF 1 3/2112005 1 PIECE COUNT PAINT REFER TO DRAWING \ ;p LOG:7�RD.OR. 10 GRAY J3 d S' GUST: SEJ NORTHWEST 2 t l I l I I l I l l I L l' I! I 8p LEFT RIGHT ` 0R0 Da B °" sw> �Tff e cm( Dc61GNATION LENGTH TOR 1 TOM I BA611.6rG►H T LEFT wcrir J148 3 24 K 360/188 29 -111/2 29.111/2 5 5 J15B 5 24 K 360/188 29 -11 1/2 1 29.10 5 8 - 1 J23B 2 24 K 360/188 29 -111/2 29 -111/2 5 _ 5 BEARING BEAT &UPI BCInOJT. TOA)LIAILOAD NET LPUFT u►wc US LOCAGON E]p LOCATION u I REGD. ADLOAD 111 IIII 11 J14B , -I . It J156 i 1 J2313 PIT 1.7 • __ _I I . ADDITIONAL CONCENTRATED LOADS -LOADS ARE W Kra -LOADS LOCATED FROM LEFT EMI BAN LENGTH MARK LOAD LOCATION 10 LOAD LOCATION 1 c LOAD 1 LOGA11DN 1 0 LW%D IAGwwN 1 c LOAD LOCATION I c LOAD LOCATION I C J14B _ J15B J23B . , TC SKEW LE IC GSIN RE WOOD H B MEHi00 OF AWL MAMMA COLUMN JOIST mu( Ne re Na Fs LE R6 LEFT END OETNL RIGHT END DETAR TCBEND. _ BO BEND. LE , RE ' J14B 0 K 0.500 K J15B 0.500 K 0.500 K J23B 0.500 K 0.500 K MARK REMARKS MARKS - REMARKS - REMARKS - REMARKS J14B SHOP3RDERS MARK J15B J23B APR 1-111 • GENERAL NOTES _ LIMIT U- DEFL TO 11240 _ CAMBER FOR DEAD LOAD q ' ALL JOIST /GIRDER AXIAL •ORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX FROM OAL BUILDING CODE 2Q031 BC DRAWN BY DAN CHECKED BY MT MT SHOP ORDERED BY SHOP ORDER CHECKED BY ____ Cc17071 , ° - N S MAR. 21. 2005 2: 1OPM S E I O. 045 P 52 AY W LCRAFT a4 # ` 3OIST GIRDER COLOR CODE u57 3UMBER FILE NUMBER A DMSION oP NUGOR TY CORPOUTAH RATION YELLOW BTF 880 -04- 0758 — I \ pRiSHAM G JOB WASHINGTON S U ARE MA LL sHT 1 OF 1 N2100613:40 PIECE COUNT PAINT ._:a° ::0 DRAWING emsSS]I1 LOC: TIGARD. OR. REVISION # J A 6 GRAY J4 'O COST: SE1 NORTHWEST ecru 0no1 EKT BP.G MTN &.3M II PITC 4 TYPE MARK • DeSIRNATId1 LENGTH TOOL TCRH BASHLENGTH LEFT RIGHT LEFT We RATI E EDI, EON G1C 1 30 G 4 N 5� 29 -3 11/4 29 -1314 +03/4 6 3/4 7 1/2 71/2 0.375 R-- G2C 1 30 G 4 N 10.8. 2.8 -91/2 1 1/4 1114 28 -7 +0 3/4 6 3/4' 7 112 71/2 0.375 R - - G3C 2 30 G 4 N 10.810 29 -3 1 114 29 -13/4 +0 3/4 6 3/4 7 12 71/2 0.376 R S _ . G4C 1 30 0 4 N 14M 29 -3 1 1/4 29 -1 3/4 +03/4 63/4 712 712 0.375 R G5C 1 30 G 4 N 6 9' 29 -1112 29 -111/2 43/4 6 314 7 1/2 712 0.375 Rt- BEARING S P A T B L D T M TOP O1wR0 NOLE3 R UM mow T IATgtAL MASH SO Lry TC AXIAL LOwO NL'T LARK SCL LOCATION S SCR LOCATION 3 NCI. LOOATIO 9 NOR LOCATON S LEFT RIGHT L2fT • , DIST. UPLIFT I MA G1C 8 23/4 8 -- 3/4 3A 13/8 _ 8 " plf G2C 8 2 3/4 8 2 3/4 . 3A 13/8 35 K BE 750 _ lf G3C 8 2 3/4 8 13/4 3A 13/8 _1-- 50 plf 040 8 ' 2 374 8 13/4 3A 13/8 F 875 • 4A 13/4 N plf GSC 8 . 13/4 8 1314 3A 1 3/8 3A 1 318 450 dv PW AOOl IONAL cONOBLTRA'1'W LOADS - LOADS ANS IN KrPS- LOADS =MO FROU LEFT END ML LENGTH KkRK ` A' i' 'Cr LOAD LOCATION 1 0 • LOAD LOCATION 1 O LOAD _ LOCATION I 0 LO D LOGF TTON 1 c ADLOAD 3Pt. G1C 6 -8 7 -53/4 7 -8 1.8K 6 -8 1 K G2C 6 -8 6 -11 7 -6 3.6K 6.8 1 K G3C 6 -8 7 -53/4 7 -6 3.6K 6 -8 1 K G4C 6 -8 7 -53/4 7 -6 4.2K 6 -8 - 1 K G5C 7 -53/4 7 -53/4 7.6 0.9K 22.53/4 1 K To?KONLE TC SKEW RE IU0FEPL M 0- 100OF AXIAL TRANSFER PUGH MARK NS P3 NS FE LE RE LEFT BO DETAIL PART END DETAIL 1O BBLD. L1G SL7ID. I GILT RIDGe LAD 131C 0.500 K 0.500 K G2C PLATE 84 PLATE S3 0.500 K 0.500 K vs rOP ROPQ G3C 0.500 K 0.500 K G4C , 0.500 K 0.500 K APR U 1 2305 G5C 0.500 K 0.500 K mut REiwice - Reams - BEAMS - REMARKS - IMAM G1C 1.8K LD IS ADD'L DRIFT G20 3.6K LD IS ADD'L DRIFT G3C 3.6K LD IS ADD'L DRIFT G4C a 1/r MIN. TOP CHORD GIRDER WIDTH FOR LONG SPAN BEARING, AND 8 112° MAX. WIDTH FOR SHORTSPAN 4.2K LD IS DRIFT . G5C ' ' GENERAL NOTES _ UMIT LL DEFL TO L240 CAMBER FOR DEAD LOAD " ALL JOIST /GIRDER AXIAL. FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX FROM OAL A vv g, W BUILDING CODE 20031 BC s DRAWN BY DAN CHECKED BY JIMT SHOP ORDERED BY S HOP ORDER CHECKED BY • - - -r nrl WL1I MAR. 21. 2005 2:10PM S E I NO, 045 P. 53 ' 1.. ";. 'COLA - CODE 11ST NUMBER FILE NUMBER VULCRAFT e p r JOIST GIRDER 35 \ A OMSSON (If NUCOR CORPORATION YELLOW BTF S80 - 04. 0758- E'RIGHAM cmr, UTAH JOB: I�ASHIGTON SQI MALL SHT 1 OF 1 i 3I2Um05M O PIECE COUNT PAINT R FERTO DRAWING e�asm LOC: TIGARD. OR. g GRAY J4 .. Zt REVISION# 3 �� -O > OUST: SEI NORTHWEST . J I I I I U I I I L L I I I BO VUctIORDEILT SRODEM ME N PITCH E IAORK pry DESIGNATION ON T. I WA I BA8EMGM LIFT FORT art RIGHT RATE E EDL ®R _ GBC 1 30 G 4 N 1W(.3 29.6 11/4 _ 29 -4 3/4 +0 3/4 53/4 71/2 7112 0.375 R- G7C 2 30 G 4 N 12 29 -111/2 29 -111/2 4 3/4 6 3/4 7112 712 0.375 R G8C 1 30 G 4 N 14. 29 -6 11/4 29.4 3/4 4 3/4 1 1/4 71/2 712 0.375 f (39C 1 30 G 5 N 50 35 -3 11/4 35.13/4 43/4 1114 712 71/2 0.375 R 0100 1 30 G 5 N 10U 34.91/2 11/4 11/4 34.7 +0 3/4 11/4 7112 7112 0.375 R-- - EEARAG SEAT SL0T9 (/ TOP CHQRO HOLDS FSOSD ILGABIT ' LATE LWANT SCUT TO AXIAL LOAD NET , MAT SCI. LOCATION 8 8012 LOCATION a GCL LOCATION a NCR LOCATION 9 Wt RIGHT LEF NGW Dist UPLIFT I RE= G6C 8 2 4 8 13/4 3A 13/8 13 8 F $ , 35 K BE P G7C 8 13/4 8 1 314 3A 3/8 3A 13/8 450 i . plf 8 13/4 8 23/4 3A 13/8 F , 525 G8C 4A 13/4 N plf -- - - G91? 8 1 314 8 2314 3K 1318 .. .... . 14: Of 8 2314 8 23/4 s 35 K BE 450 G10C PIT y _ AAOIIICNALCONCEMRATEDLAACS LOADS APE INNIP S- LCAOSLOCATEOPROMLEFTENDBA8ELl MOTH UM A g . 0. LOAD LOCATION I 0 LOAD LoCATIOM I Q WAD LOCATION 1 C LOAD LOUTICN I o ADLOAO SPL G6C 6 -11 7 -5 3/4 7 -6 1 K G7C 7 -53/4 7.63/4 7.6 1 K G8C 7 -53/4 6 -11 7 -6 1 K 69C 7.33/4 6 -10 7.0 0.9K 7 - 3 3/4 0.4K 33/4 -I. ' 1 K G10C 6- 9 6 -10 7- 0 1 4.6K 6.9 2.3K 1.3-4 - , 1 K TCSKIiWLE T0440 N KNFDPL M6Ri0D OF AMU TRANSFER Gm IINNU. LET END DETAIL DETAIL TCBENO. eceEam. RIDGE LOO PLATE S3 Itid S7 0.500 K 0.600 K la ____ EM_II. III 0.500 K 0.500 K- G8C 11111111111111111Pill - 0.600 K 0.500 K- G9C a llfiligilll _ - 0.600 K 0.500 K- G10C PLATE S3 PLATE S1 0.500 K 0.500 K w i t mums - RE AARNS - . .RKO - IBLKNC8 - MANN . G6C ' G7C G8C 8112 MINA TOP CHORD GIRDER WIDTH FOR LONG SPAN BEARING, AND 81/2 MAX. WIDTH FOR SHORTSPAN 090 G10C GENERAL NOTES LIMIT LL DEFL TO L/240 - CAMBER FOR DEAD LOAD ALL JOIST/GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES _ BCX FROM OAL APP SAO BUILDING CODE 20031 BC ..; =N DRAWN BY DAN - CHECKED BY JIMT SHOP ORDERED BY • j7 SHOP ORDER CHECKED BY �L7 AR. 21. 2005 2:10PM S E I NO. 045 P. 54 It ) COLOR UST NUMBER FILE NUMBER VULCRAFT . JOIST GIRDER 37 A a iS ON OF NUCOR CORPORAnON YELLOW F S80 - -04- 0758-1 ERtGHAM CITY, UTAH JOB: WASHINGTON SQUARE MALL PIECE COUNT PA p I REFER TO DRAIMNO :rrrmog� BOlU & da LOC: TIGARD'. q 3 GRAY J4 ,z ,Ct o N 3 ��' I CUST: SEI NORTHWEST _ I ScramcRORD Ea en WPM SLOPE H KAN TYPE MARK 01Y D OVATION . , Tom- - BASELB4GTH LEFT R"• LEFT RIM Reg E EDI. EDR G11 C 1 30 Ci 5 N Tit o 35.3 1 1/4 36 -13/4 4 314 11/4 71/2 71/2 0.375 CL-- G12C 2 30 G 5 N 10.8 $ 35 -3 1114 35 -1314 4 314 1114 7112 71,2 0.375 Ft- 5- 4 . - BLARING SEAT s%Ors DV OHDRD HOLES FRED I* NT LO VA NpLETR BO Lyy C L LOAD WET NARK scL LACATIOtI I I 6cR LOCATION I s Nom' =AM I S HCR LOCA'RGM I s LLS•T Farr Ian RLGMT . IMF. 35 K BE 54 () 1 moo. 0110 8 1314 6 2 3/4 3A 1318 1t . If 8 13/4 8 2 3A 8 450 G12C of ADDmoNAL 11RA1L) LOADS -LOADS /MIME E - IDS LOCATED FROM LEFT END 8466 L2AGIH ' u4R1f . g v LaAD - LACA710N LC LOAD 1.0.10 I C LOAD LCCAIIGN I C LOAD LOCAnoNJ c ADLAAD sPl. G11C 7 -3 3/4 6 -10 7 -0 1 K G12C 7 -33/4 6 -10 7-0 1 K . . I ' n SKEW LE. Tc sex LLB Rea P. METHOD OF i 0ALTRANSfSt PITCH MARL NO - Fs cts " F6 LE RE _ LEFT END DETAL NWT BO DETAIL TO Ma BC BEND. RIGHT - nos LAD G11C PLATE 87 PLATE S1 0.500 K 0,500 K 012C 0.500 K 0.500 K • ma Ramo - - ROAM silop `M"° G11C G12C . APR 01 200 GENERAL NOTES _ LIMIT IL DEFL TO L/240 v • Q _ CAMBER FOR DEAD LOAD ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES - BCX FROM OAL P. 9 V 4. LA BUILDING CODE 20031 BC /� . DRAWN BY DAN CHECKED BY JIMT SHOP ORDERED BY 1 �� SHOP ORDER CHECKED 0 o4' MAR. 21. 2005 2 :11 PM S E I N0. 045 P. 56 tip. w LGR� ''' . O N G SPAN JOIST COLOR CODE UST se ER FILE NUMBER YEU-OW BTF S80 -04- 0758 - 1 A DIVISION OF NUCOR cARPORATIO' SHT I OF 1 BRIGHAMGTIY, JOB: WASHLNGTON SQUARE MAI4 PIECE • P • - • y . • "•Rn NG 3I2f/ Q51258 Born Wi LOC: TIGARD, OR. 13 GRAY J4 .041 stoN 9 I 3. L s ICUST: SEI NORTHWEST gCR DN CNORD F7D BRG DEPTH awnH PRCN TYPE 'ARIL CITY Nan D6elaoN _ LENGTN TG U. J I TiDOt BABEIENCONI LEFT NOM an RICHTJ RATE E ex BOR TIC 3 28 LH 580/188 43 -4 43.4 5 5 T2C 7 24 LH 3601188 39 -8112 39 -8112 5 5 T3C 1 24 LN 3601188 39 -8 1/2 39 -8112 53/4 53/4 5 5 . T4C 1 24 LH 3601188 39.81/2 39 -81/2 5 314 5 314 5 5 T5C 1 24 U-I 480/308 39 -8112 39.81/2 5 5 BEARING SEAT EMS FDaD M E u BOW DIET. TO WON. LOAD NET UPLIFT I Rm. Ammo sPUDE MARC Set LOCATION J $ SCR =now I a LEFT moor LWT RIG 11 b 7 3 9/4 �?__ 3 3/4 11 i plf 1 K T1C — 190 1 K T2C - 10 IA T3C 7 13/4 7 13/4 _ 190 1 K If 7 2114 , 7 13/4 _ 19 1 K pff 190 1 K T5C pK , ADDRIONAL CONCENTRATED LOADS -LOADS ADE IN 3,- LOAD OGAT D FROU LEFT BBD BASE LENGTH -, WAD LOCATION C WAD LOCATION 0 • • LOCATION 0 LOAD LOCATION C LOAD LOCATION O LOAD LOCATION c TIC - T2C T3C T4C T5C I T08IOWLI It SKEW RE KNFHPL W000HB METHOD OF AWL TRANSFER 00411111 JOIST PROM LIARK NB FE NS FO LE Re LB RS LEFT END DETAIL RIGHT END DETAIL To BEND. BC BRA. LE RE ROW RIDE IAC TIC r 0.500 K 0.500 K T2C 0.500 K 0.500 K T3C . 0.500 K 0.500 K Y Y T4C 0.500 K 0.500 K Y Y T5C , 0.500 K 0.500 K — MARX - MARKS ' RE3 ARKS - MARKS - MUMS TI C T2C 1 2114' SHORT BEARING RE - SHOP "r ORDERS T3C T4C APR U 1 1!105 - T5C 2114' SHORT BEARING RE GENERAL NOTES _ LIMIT LL DEFL TO U?AO Q , _ CAMBER FOR DEAD LOAD 9 ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX FROM OAL , - BUILDING CODE 20031 BC 7•T =N DRAWN BY DAN CHECKED BY JIMT STOP ORDERED BY SHOP ORDER CHECKED BY MAR-• 21.,2005, 2 :11PM S E I • ^P1:�vT�'° • v >f:3'_�� r� ti:j }1 --.� x ~ 't5.. � v i i. t t aly.- Ua,i%v,x �:.r' :..t`• f- •. ` n i. iN %n , + �.l ki •- j. i:. -..� i.i? �'I ?'• �li'i e � . j n ` '� Gj�', 4" v.;r.�'6• sl: f 'T a n, N S FILE NUMBER'' S80- 04-- Q75 -) aornS ```' IINOTON SQUARE MALL THIS PAGE G REVISION # 3 44. " WITH LIST NUMBER: ADDITIONAL DRIFT LOAD BACKSHEET I, BASE LENGTH BASE LENGTH LEFT END // / / RIGHT END MARK tor nv NUMBER (FEET & INCHES) (PLF) (PLF) (FEET & INCHES) T2C 35' -9 3/4 0 100 3 - 10 3/4 - - - - - • • - - - T3C • - •35 /4r - 0•• 100• • 3 -403/4 •-... r - T4C 35' -9 3/4 0 100 3-10 3/4 • T5C 35 -9 3/4 0 100 3 -10 3/4 • 4 2087 • ; MAR. 21. 2005 2:11PM S E I NO. 045 P. 58 1, 1, 0 / VULCRAFT : !; COLOR CODE LIST NUMBER ' SHORT SPAN JOIST 39 FILE NUMBS A DIVISION OF NUCOR CORPORAn YELLOW BTF S80 -04- 0758 f BRIGHAM CITY, UTAH JOB: WASHINGTON S VARE MALL sHT 1 OF t 3� )O612: PIECE COUNT PAINT REFER TO DRAWING l LOC: TIGARO. OR 17 GRAY J4 7* Is 9 I s •� GUST: SE1 NORTHWEST H 1 1 1 1 1 1 1 1 1 1 1 BOTTOM CHORD IMT ERG DEMO SLOPE RATE N MARY - CTY MOTION . LEN= TCILt 1 TOR f 6Atz LENGTH LEFT watt LEFT Ita E J1C 2 22 K 400/188 29 - 81/4 3 29.61/4 5 5 ` J2C 1 22 K 400/188 29 - 81/4 3 1 3/4 29 - 31/2 8 5 3/4 5 5 ' J3C 1 22 K 400/188 30 -11/2 3 7 29 - 31/2 8 11 5 5 J4C 12 22 K 3601188 29 -111/2 • 29.111/2 5 5 J5C 1 22 K 3601188 30 -41/2 1314 7 29.7 3/4 5 3/4 11 5 5 SEARING SEAT sLOT3 SC Lyy Dom. TC AXIAL LOAD NET OPUFT MARK SCL LOCATION I S sat LOCATION 1 a L RE09. ADLOAD • 115 1 K J1C 1- 15 ff ' - J2C 9 51/2 9 13/4 1 K pIt J3C 9 5112 9 7 1 1 5 1 K J4C 5 1 K . J5C 9 • • 1.3/4 • ; 9 ; 7 .- - i - - .......L'5. 1 K • Of =MOM CONCENTRATED LOADS -LOWS ARE IN OS -LOADS Lova!) FROM LEFT an BASE mom LBARK LOAD micron 1 o LOAD LOCATION 1 O LOAD LOCATION 1 o LOAD LOCATION 1 c LOAD LOCATION 1 c LOAD LOCATION I C J1C J2C 2.3K 21 -71/2 J3C J4C J5C TCSIM LE TC UM RE WOOD H B METHOD OF AXIAL TRANSFER COLUMN JOIST MARX NIS FS NS LS LE RE LEFT END DETAIL 1 RIGHT END DETAIL TC MD, DC KM LE RE J1C 0.550 K 0.600 K J2C 0.500 K 0.500 K Y Y J3C 0 .500 K 0.500 K Y N J4C 0.500 K 0.500 K J5C I 0.500 K 0.500 K Y N MARK REMARKS - REMARKS - REMARKS - MANS - REMARKS J1C _ J2C - J3c SHOPS 3ERS .14C J5C APR 0 12005 GENERAL NOTES LIMIT LL DEFL TO L/240 CAMBER FOR DEAD LOAD - ALL JOIST /GIRDER AXIA_ FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES ~_ BCX FROM OAL 1 BUILDING CODE 29031 BC DRAWN BY DAN CHECKED BY JIMT 0 SHOP ORDERED BY SHOP ORDER CHECKED BY ,— RR 71174 MAO. 21. 2005 2:11 PM SEI ,,r� , ..._ NO. 045 P. 59 7 V U LC RAFT SHORT 'AN JOIST COLOR CODE LIST NUMBER RUE NUMBS 40 A OMSION OF Nu00R CORPORATION YELLOW BTF S80 -04- 0758 — BIaGHAM CITY, UTAH JOB: WASHINGTON SQUARE MALL SHT 1 OF 1 3thijobsT258 PIECE COUNT PAINT REFER TO DRAWING J,iiI w o / LOC: TIGARD. OR 15 GRAY J4 3 t CUST: SEI NORTHWEST I i l l l l l l 11 I I I I I Dorm CHORD EXr BAG OWN MARK QTY DEMNATiON • MGM T02. I rrall 1 MUM= LEPT Rem' all RIGHT 9.CPERATE J6C 4 22 K 360/188 32 -43/4 2 -4 1/2 30 -01/4 5 5 J7C 1 22 K 360/188 30 -41/2 1 29.9 1/2 11 5 3/4 5 5 J8C 2 22 K 360/188 29 - 81/4 3 29.51/4 5 5 J9C 4 22 K 3501188 29 -81/4 3 29.51/4 5 5 J10C 4 22 K 40W188 29 -111/2 29.111/2 53/4 5 3/4 5 5 BEARINa sad tuns eG try Dlb7. TCAXIAL NET 1plltT MARK ea. LDCAT>ar1 I S 5CR LOCATION 1 S I READ. AOLDAD J6C - to - p 1 K J70 T 7 1 9 21/4 115 1 K Pif J8C 115 Pr 1 K J9C — p 1 K J10C 9 .. --2.114.... 9 21/4. .... -.115. 1 K 0o - PK ADDITIONAL CONCENTRATED WADS - LOADS AARIN - LOADS LOCATED FROM LEFT END MX LENGTH MARK LOAD LOCATION I C LOAD LOCATION I C LOAD LOCATION I C LOAD LOCATION 1 0 LOAD LOCATION - I 0 LOAD LOCATION I c J6C J7C J8C 2,3K 21 -71/2 J9C J10C L _ TC SKEW LE TC SKEW RE WOOD HB MEMO OF AXAL TRANSFER CQ.I.A4NI MARK NE FE NS FE LE RE LEFT END DETAIL RIGHT END DETNL TC SBM1 BC BEND. LS RE J6C 0.500 K 0.500 K J7C 0.500 K 0.500 K N Y J8C 0.500 K 0.500 K • J9C 0.500 K 0.500 K J10C 0.500 K 0.500 K Y Y MARL[ REMARKS — MARKS — REMAKKB - RE6W8 S - RA IARRS J6C s . o - . C3p01.-{ LAt 4. s r- - ' o IrL 1s f-.av P is..+t ` e- J7C J8C • • • _ J9C DFFiS J10C ®OS GENERAL NOTES L LIMIT LL DEFL TO L/240 CAMBER FOR DEAD LOAD* . ALL JOIST /GIRDERAXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX FROM OAL • BUILDING CODE 20031 Bc DRAWN BY DAN CHECKED BY JIMT SHOP ORDEREp BY SHOP ORDER CHECKED BY 2087 SE17974 o .‘ MAR. 21.2005 2 :11 PM S E I ,',,� Na 045 P. 60 ti, r VU LC RAFT SHORT S PAN JOIST COLOR CODE UST T FILE NUMBER A [MSION OF NUCOR CORPORATION YELLOW BTF S80 -04- 0758 -1 BRIGHAM.CRY, UTAH JOB: WASHINGTON SQUARE MALL SHT 1 OP I 3rt1/2D06 PIECE COUNT PAINT REFER TO DRAWING samsss LOC: TIGARD. OR. ION # 3 ,,g 23 GRAY J4 i l 'b' GUST: SEI NORTHWEST _ _ MARX � I I I I I I D I mo ) 1 1 1 (I I' L LENGTH I TC I BANNLENGTH LBT RI r DEPTH RIGHT sLOVewaE g J11C 1 22 K 400/188 29 -111/2 1 3/4 29.9 3/4 , 53/4 5 3/4 5 5 J120 1 22 K 480/308 29.81/4 3 I 29 -5114 5 5 J13C 1 22 K 360/1 .88 29.81/4 3 I 29 -5114 5 5 J14C 3 22 K 480/308 ^ 29 -111/2 29 -111/2 5 5 1 J15C 17 22 K 3601188 29.111/2 29.11112 5 1 5 ESARING SEAT SLOTS BCLyyoi6T. TCAIOALLDAD NdT UPIJFf MARK S t LOCATION I s' SCR LOCATION 14 I MUD, AOLOAD J11C 9, 21/4 9 13/4 a 115 1 K Pf J12C - 190 1 K _ pli J13C r _ 115 1 K PI 190 1 K J14C plf .1.15 . 1 . K . . . • plf ADDTRONAL CONCENTRATED LOADS -LOADS ARE IN KIPS- LOADS LOCATm FROM LEFT Bm EASE LENGTH MARX LOAD LOCATION I c LOAD LOCATION 10 LOAD LOCATION 10 LOAD LOCATION I c LOAD LOCATION 1 c LOAD LOCATION I C J11C J12C . J13C 1.20 ' 21.71/2 J14C J15C , . TO SXEbV IS TC SKEW RE WOOD N8 METHOD OP AXIAL TRANSFER COLLSINJOIST MARX NB F9 NB FS LE RH LEFT LID DETAIL RXDir END DEW. TC BIND. BC BEND. LE RE J11C 0.500 K 0.500 K Y Y J12C 0.500 K 0.500 K J13C 0.500 K 0.500 K J14C 0.500 K 0.500 K J15C 0.500 K 0.500 K I MARK REMARKS - REMARKS - RBWARES - REl1ARK3 - Ra4ARXS I J11C J12C- - M,l 0 , 2005 J14C J15C GE a'n NOTES _ LIMIT LL DER. TO 1240 CAMBER FOR DEAD LOAD - Al; ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX FROM OAL BUILDING CODE ?0031 BC S.S .'A DRAWN BY DAN CHECKED BY JIMT SHOD ORDERED BY SHOP ORDER CHECKED BY _, ��""" .„6:7 nei ,nY, 0 ‘ MAR. 21. 2005 2 :11 PM S E I NO. 045 P. 61 A ' y „ l VU LCRAFT ir' ' H O RT SPAN JOIST COLOR CODE UST NUMBER i FILE NUMBER 42 ADM$IOMOF NUCOR CORPORATION YELLOW BTF 880 -04- 0758 -1 BRIC#IAMM Y.urAH JOB: WASHINGTON SQUARE MALL _ sHr OF 312120061258 PIECE COUNT P REFER TO DRAWING 1 _,, Paints.* 4 i LOC: TIGARD. OR. SIGN # 8. 11 GRAY J4 _'�' GUST: SEl NORTHWEST H I H I U H H H I " BOTTOM CHORD OCr IRS DEPTH SLOPE RATE I H MARK CRY DESIGNATION LENGTH TCID. Mot t BASS MGM UV RIGHT LIFT RIGHT J16C 9 22 K 400/188 29 -111/2 29 -11 1/2 5 5 I J17C 1 22 K 360/188 29 -111/2 29.111/2 5 5 J 1 SC 1 22 K 400/188 30 - 4 3/4 7 29.93/4 5 3/4 5 . 5 _ ' I DEARING SEAT SLOTa BGLYTDIST. Tc�aALLOAD NET IPUFT MARK Set LOCATION . 1 S' sat LOCAnON I s I Rua gum I J16C o 116 1 K J170 9 21/4 , 9 1 1/2 i 115 1 K PI` J18C 9 7 9 21/4 - 115 1 K Plf ADDITIONAL come /MATED LOADS -LOADS ARE IN KIPS- LOADS LOCATED FROM UHT ENO BASH LENGTH MARK LOAD LOCATION I C LOAD LOCATON I C LOAD LOCATION - I C LOAD LOCATION I c LOAD LOCATION I C LOAD LOCATION I C J16C J17C J18C _ _ TCSKEWL6 TQSKEINRE KOOK!' len= Cf A g TRANSre' COLUMN JOIST I MARK NS FS NS FS lE RE LEFT END DETAIL RIGHT END DETAIL TCST3ND. BC BEND, ' LE RE J16C 0.500 K 0.500 K J17C 0.500 K 0.500 K N N J18C 0.500 K 0.500 K N Y . _ MARK RD4ANKB - RBAARRS - REMARKS - REMARKS - REMARKS J16C J17C , RHOP ORDERS J18C M lr U r2001 GENERAL NOTES LIMIT LL DEFL. TO U240 CAMBER FOR DEAD LOAD' 9 ALL JOIST /GIRDER AXIAL FORCE IS FROM SHORT TERM WIND OR SEISMIC FORCES BCX FROM OAL C BUILDING CODE 20031 BC S•S - N DRAWN BY DAN CHECKED BY JIMT SHOP ORDERED BY SHOP ORDER CHECKED 8Y .' .'.• CC1 7e7,1 K- SERIES (ANGLE WEB), LH SERIES, AND JOIST GIRDERS OVERALL LENGTH • / BASE LENGTH / TC LEFT TC LEFT AUXILLARY WEB (XT1) TC RIGHT TC RIGHT , TCXR • END PANEL4ARIABLE PANEL DETAIL 2 DETAIL 4 DETAIL 2 DETAIL 6 DETAIL 8 VARIABLE PANEL END PANE( CIO 2D V a.s i I ' AUXILLARY WEB (X82) (Vn IF I 1 IV VRTICAL 2DR DETAIL 1 2 8R 7R Vn 6R 5R Vn 4R • TAGGED EN ` 1 w Mr w DETAIL E 3 DETAIL 5 DETAIL 7 DETAIL 9 gC T END PA EL V ABLE ' INTERIOR PANELS / VAR A LE ,, END PANEL PANEL PANEL -iIL - iij- �� - -- ...______ L !M J ___ N. DETAIL 1 DETAIL 1 DETAIL 1 DETAIL 1 I ii:7-'7All• _JIL tiff— s oils, KNOW J L I � N, 'IN • . 1 • • • • • DETAIL 1 DETAIL 1 DETAIL 1 DETAIL 1 • • V A r • hi _....._. 1 K 3 C riim =El= immmi --------- 1 1 • \__, • DETAIL 1 (KNIFE PLATE) DETAIL 1 (KNIFE PLATE) r DETAIL 2 1 ANGLE DETAIL 2 2 ANGLES • r ROUND ROD 1 ANGLE 2 ANGLES 1 ANGLE 2 ANGLES 1 ANGLE 1 ANGLE 1 ANGLE 2 ANGLES uitr... , kh..I. I IMEMEMII IIMME 1116'-, i 4111M DETAIL 2 2 ANGLES DETAIL 3 DETAIL 3 DETAIL 3 2 ANGLES 2 ANGLES • : • : 2 ANGLES �■ i ; N L i 1 1 i liliA. 7-4 . . 1 ANGLE 2 ANGLES 2 ANGLES • \ • DETAIL 3 DETAIL 4 1 ANGLE DETAIL 4 DETAIL 4 1 ANGLE ANGLE 2 ANGLES 1 ANGL 2 ANGLES 4 I I I i ItA 2 ANGLES 2 ANGLES t 1 ANGLE L 2 ANGL 2 ANGL i .\ 4 u MOM. liftiMall • r DETAIL r • • DETAIL r • DETAIL 5 • • • .4‘ • DETAIL 5 2 ANGLES • • 2 ANGLES / ► r 2 ANGLES �� • 10I WI A rr ii. mL10.1 th , , A n • • 1 OR 2 A N G L E S- 4 4 ‘ ANGLE - 2 ANGLES • V 2 ANGLES 2 ANGLE DETAIL 6 DETAIL 7 DETAIL 8 1 OR 2 ANGLES (AUXILIARY WEB) • 1 OR 2 ANGLES • (AUXILIARY WEB) i iimi \ • r DETAIL 9 ► DETAIL 9 STEEL- WOOD HYBRID PROJECTS ONLY STANDARD NAILER ATTACHMENT PLAN VIEW NAILER SCREW SPACING L 5" min 4, #14 WOOD SCREWS SHOP INSTALLED / I �` ( ASTM A449 /SAE GRADE 5 ) WOOD NAILER 2 1/2" or 1 3/4" !END ,/SCREW E SCREWi \ / 1179 /SF�ACr! SPACE SPACE lil 14 X 2" min w/2 1/2" NAILER I ° 9/32" DIA. HOLE #14 X 1 3/4' min w/1 3/4" NAILER IN TOP CHORD ((ASTM A449 /SAE GRADE 5) / SCREW / SCREW I // SPACE SPACE JOIST TOP CHORD AVG SCREW SPC = 12" MAX K- SERIES (ROD WEB) JOISTS / OVERALL LENGTH / / BASE LENGTH / TCXL / / "Y" / NUMBER OF INTERIOR PANELS y "Y' / / TCXR DETAIL 12 DETAIL 14 'ETAIL 16 DETAIL 18 AUXILLARY WEB 0 allh di Ak all i y W2 W DE TAIL 11 TAGGED END AVA I amb M1614 ..- ■ DETAIL 13 DETAIL 15 DETAIL 17 AUXILLARY WEB - 111 - =NE � � =Mr k - lir , mom PER SHOP ORDER PER SHOP , i 4" 1" MIN 1" MIN ORDER "MIN '4" DETAIL 11 (a) DETAIL 11 (b) DETAIL 11 (c) DETAIL 11 (d) ROUND ROD ROUND ROD iimmin ,r.......■■■ immum .m...■ W1 1 ROUND ROD ROUND ROD MIME DETAIL 12 DETAIL 13 DETAIL 14 DETAIL 15 b. (AUXILLARY WEB) / r 1 OR 2 ANGLES ■ 7 • A ROUND ROD I . � � ■•11 1 OR 2 ANGLES DETAIL 16 DETAIL 17 r DETAIL 18 (AUXILLARY WEB) TCXR T — \ N 6 m >9 v 0P n o cp / v '\ 6:9 t) ''''s) , 2',?' BCXL BCXR D =30 0/0 HALF 3 -0 8 @ 2 -6 3 -D PANELS 1-11 3/4 1 -4 WORKLEN +4" = 29- 3 3/4 3034N13.6/7 1K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3 50X3.50X0.287 TCXR = 0- 1 1/4 LSEAT L 3.50X3. 50X0. 287 RSEAT L 3.50X3.50X0.287 BCXL = 2- 4 3/4 BOTTOM CHORD 2 L 3.00X3 00X0 313 BCXR = 3- 2 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2 00X2.00X0.187 12.6X.187 7R 1 L 2.00X2.00X0.213 3.6X.187 V1 1 L 1.50X1.50X0.138 2.0X 138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 2.00X2.00X0.187 10.4X.187 6R 1 L 2.00X2.00X0.163 4.2X.163 4 2B L 2.00X2.00X0.187 11.5X.187 5R 2B L 1.50X1.50X0.138 5.1X.138 V2 2B L 1.50X1.50X0.138 7.2X.138 G V5 2B L 1.50X1.50X0.170 7.5X.170 G 5 2B L 1.50X1.50X0.138 5.8X.138 4R 2B L 2.50X2.50X0.250 13.2X.187 6 1 L 2..00X2.00X0.163 4.8X.163 3R 2B L 2.00X2.00X0.187 10.5X.187 V3 1 L 1.50X1.50X0.138 2.0X 138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 2B L 1.50X1.50X0.138 5.6X.138 2R 2B L 2.50X2.50X0.250 14.3X.187 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN LI UPLIFT 845 PLF 3 3/4 TC V CONC 4 20/0.00 K 22- 5 3/4 13 60/7.10 K 7- 5 3/4 14 -11 3/4 22- 5 3/4 EXTR UPLIFT 845 PLF 0- 2 0/0 ADDLOAD 1.0/0. (PPS: TC =13, BC =6) BENDLOAD TC =0.5/0 0 BC =0 5/0.0 MARK G1 S80 -04- 0758 -01 LIST 1 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 33: 05 TCXR N h 6' m 1 -?q v .P o co c.) '� v S9 pP "' , e, BCXL BCXR D =30 0/0 HALF 3 -0 B@ 2 -6 3 -0 PANELS 1-11 3/4 1 WORKLEN +4" = 29- 3 3/4 30G4N12.0/6.2K CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3.00X3.00X0.313 TCXR = 0- 1 1/4 LSEAT L 3.00X3. 00X0. 313 RSEAT L 3.00X3.00X0.313 BCXL = 2- 4 3/4 BOTTOM CHORD 2 L 3.00X3.00X0.250 BCXR = 3- 2 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2.00X2.00X0.187 11.1X.187 7R 1 L 2.00X2.00X0.187 3.2X.187 V1 1 L 1 50X1.50X0 138 2.0X.138 V4 1 L 1 50X1.50X0.138 2.0X.138 3 28 L 2.00X2.00X0.163 10.6X.163 6R 1 L 2X2X0.137 4.5X.137 4 2B L 1.50X1.50X0.170 11.2X.170 5R 2B L 1.50X1.50X0.138 4.6X.138 V2 1 L 2.00X2.00X0 187 4.7X.187 V5 2B L 1.50X1.50X0.138 8.1X.138 G 5 1 L 2.00X2.00X0 213 3.8X.187 4R 2B L 2.00X2.00X0.187 11.7X.187 6 1 L 2 00X2 00X0 163 4.3X.163 3R 2B L 2.00X2.00X0.163 10.6X.163 V3 1 L 1 50X1.50X0.138 2.OX 138 V6 1 L 1 50X1.50X0.138 2.0X.138 7 1 L 2.00X2.00X0 213 3.6X.187 2R 2B L 2.50X2 50X0.250 12.8X.187 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 MAIN UPLIFT 845 PLF 29- 3 3/4 TC V CONC 3.60/0.00 K 22- 5 3/4 12.00/6.20 K 7- 5 3/4 14 -11 3/4 22- 5 3/4 EXTR UPLIFT 845 PLF 0- 2 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC =0.5/0 0 BC= 0.5/0.0 MARK: G2 580 -04- 0758 -01 LIST 1 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 33' 05 TCXL 9 Sq C. 09 2P BCXL BCXR 0 =30 0/0 HALF 3 -0 8 @ 2-6 3 -0 PANELS 1-6 1 -11 3/4 WORKLEN +4" = 29- 5 3/4 30G4N10.8/5 6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 3 00X3.00X0.281 TCXR = 0- 0 0/0 LSEAT L 3.00X3.00X0.281 RSEAT L 3.00X3.00X0.281 BCXL = 3- 0 0/• BOTTOM CHORD 2 L 3 00X3.00X0.250 BCXR = 2- 6 3/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2.00X2.00X0.187 10.6X.187 7R 1 L 2.00X2 00X0.163 3.1X.163 V1 1 L 1 50X1.50X0 138 2.0X.138 V4 1 L 1.50X1.50X0.138 2.0X 138 3 2B L 2X2X0.137 10.9X.137 6R 1 L 1.50X1.50X0.138 3.7X.138 4 28 L 1.50X1.50X0.170 10.8X.170 5R 2B L 1.50X1.50X0.138 3.7X.138 V2 1 L 2 00X2.00X0.163 4 9X.163 V5 2B L 1.50X1.50X0.138 8.0X.138 G 5 2B L 1.50X1 50X0.138 5 5X 138 4R 2B L 2.00X2.00X0.163 12.3X.163 6 1 L 1.50X1.50X0.170 4.3X.170 3R 2B L 2 00X2.00X0.163 11.1X.163 V3 1 L 1 50X1 50X0.138 2 OX.138 V6 1 L 1 50X1 50X0.138 2 OX.138 7 1 L 2 00X2.00X0 213 3.9X.187 2R 2B L 2.00X2.00X0.187 11.6X.187 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL LIVE UPLIFT 450 PLF 1 1/4 MAIN UPLIFT 450 PLF 29- 5 3/4 TC V CONC 4.60/0.00 K 22- 0 0/0 10.80/5.60 K 7- 0 0/0 14- 6 0/0 22- 0 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC =0 5/0 0 BC= 0.5/0.0 • MARK' G3 580 -04- 0758 -01 LIST 1 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 33: 05 TCXL TCXR cu h 6 m '1 9 Q cP '5,9 m c ' ;////\.\\\ 9 p P 4"p Z P BCXL BCXR D =30 0/0 HALF 3 -0 B @ 2 -6 3 -0 PANELS 1 -5 1 -5 WORKMEN +4" = 28 -11 0/0 30G4N10.8/5.6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0 1 1/4 TOP CHORD 2 L 3.50X3.50X0.313 TCXR = 0 1 1/4 LSEAT L 3.50X3 50X0.313 RSEAT L 3.50X3.50X0.313 BCXL = 3- 0 0/0 BOTTOM CHORD 2 L 3.00X3 00X0.227 BCXR = 3- 2 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1 50X1.50X0.170 11 OX.170 7R 1 L 2 00X2 00X0.163 3.5X.163 V1 1 L 1 50X1 50X0 138 2.OX 138 V4 1 L 1 50X1 50X0 138 2.OX 138 3 2B L 2X2X0 137 10.2X.137 OR 1 L 1.50X1.50X0.138 4.2X.138 4 2B L 1 50X1 50X0 170 10.1X.170 5R 1 L 2.00X2.00X0.187 3.2X.187 V2 1 L 2 00X2 00X0.163 4.9X 163 V5 1 L 2 00X2 00X0.187 4.6X.187 5 1 L 2.00X2.00X0.187 3.4X.187 4R 2B L 1.50X1.50X0.170 10.4X.170 6 1 L 1.50X1.50X0.138 4.5X.138 3R 2B L 2X2X0 137 10.4X 137 V3 1 L 1.50X1.50X0.138 2.0X.138 V6 1 L 1 50X1 50X0.138 2.0X.138 7 1 L 2.00X2.00X0.187 3.2X.187 2R 2B L 1.50X1.50X0.170 11.3X.170 DESIGN REQUIREMENTS DEFL LI MITS L R 240 EXTL UPLIFT 450 PLF 0- 1 1/4 MAIN UPLIFT 450 PLF 28 -11 0/0 TC V CONC 0 90/0.00 K 22- 0 0/0 10 80/5.60 K 7- 0 0/0 14- 6 0/0 22- 0 0/0 EXTR UPLIFT 450 PLF 0- 2 0/0 ADDLOAD 1.0/0 0 (PPS' TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 AXIAL (TC) ±35.0 K MARK' G4 S80 - 04- 0758 -01 LIST 1 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 33: 05 TCXL t t al 6 m 1 „ q /`• in o c' 9 pP ' q Z P BCXL BCXR 0 =30 0/0 HALF 3 -0 , 8 @ 2 -6 3 -0 PANELS 1 -5 1 -11 3/4 WORKLEN +4" = 29- 4 3/4 30G4N10 8/6.6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 3.00X3.00X0.281 TCXR = 0- 0 0/0 LSEAT L 3.00X3 00X0 281 RSEAT L 3.00X3.00X0.281 BCXL = 3- 0 0/0 BOTTOM CHORD 2 L 3.00X3 00X0.227. BCXR = 2- 6 3/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1 50X1.50X0 170 11.0X.170 7R 1 L 2.00X2.00X0 163 3.4X.163 V1 1 L 1 50X1 50X0 138 2.0X.138 V4 1 L 1.50X1.50X0.138 2 OX.138 3 2B L 2X2X0.137 10.1X 137 6R 1 L 1.50X1.50X0.138 4.1X.138 4 2B L 1.50X1.50X0.170 10.1X.170 5R 1 L 2.00X2 00X0.187 3.1X.187 V2 1 L 2.00X2.00X0.163 4.9X.163 V5 1 L 2.00X2.00X0.163 4.9X.163 5 1 L 2.00X2.00X0.187 3.4X 187 4R 2B L 1.50X1.50X0.170 9.7X.170 6 1 L 1.50X1.50X0.138 4 6X.138 3R 2B L 2.00X2.00X0.163 9.2X.163 V3 1 L 1.50X1.50X0.138 2.0X.138 V6 1 L 1.50X1.50X0 138 2.0X.138 7 1 L 2.00X2 00X0.187 3.3X.187 2R 2B L 1.50X1.50X0.170 10.6X.170 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 EXTL UPLIFT 450 PLF 0- 1 1/4 MAIN UPLIFT 450 PLF 29- 4 3/4 TC V CONC 10.80/6.60 K 6 -11 0/0 14- 5 0/0 21 -11 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: G5 S80 -04 0758 - 01 LIST 1 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 3105 TCXL TCXR N h 6 M �q v e S,9 in cJ > 9 > PP V : // / ///1 , 25?' BCXL BCXR D =30 0/0 HALF 3 -0 8 @ 2 -6 3 -0 PANELS 1 -3 1 -3 WORKLEN +4" = 28- 6 0/0 3084N10 8/5.6K CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 3 50X3 50X0 313 TCXR = 0- 1 1/4 LSEAT L 3.50X3 50X0.313 RSEAT L 3.50X3.50X0.313 BCXL = 3- 0 0/0 BOTTOM CHORD 2 L 3.00X3.00X0.227 BCXR = 3- 2 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1 50X1.50X0.170 10.8X 170 7R 1 L 2.00X2 00X0.187 3.1X.187 V1 1 L 1.50X1 50X0 138 2.0X 138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 1.50X1.50X0 170 7.8X 170 6R 1 L 1.50X1.50X0.138 4.3X.138 4 2B L 1.50X1.50X0.170 10.0X.170 5R 1 L 2.00X2.00X0.187 3.3X.187 V2 1 L 2.00X2.00X0.163 4 9X.163 V5 1 L 2 00X2.00X0.163 4.9X.163 5 1 L 2.00X2.00X0.187 3.3X.187 4R 2B L 1 50X1.50X0.170 10.0X.170 6 1 L 1.50X1.50X0 138 4.3X.138 3R 2B L 1.50X1.50X0.170 7.8X.170 V3 1 L 1.50X1.50X0.138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2.00X2.00X0.187 3.1X.187 2R 2B L 1.50X1.50X0.170 10.8X.170 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL LIUP 240 LIFT 450 PLF 0- 1 1/4 MAIN UPLIFT 450 PLF 28- 5 0/0 TC V CONC 10.80/5.60 K 6- 9 0/0 14- 3 0/0 21- 9 0/0 EXTR UPLIFT 450 PLF 0- 2 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC =0 5/0.0 AXIAL (TC) ±35.0 K MARK: G6 S80 -04- 0758 - 01 LIST 2 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 42. 22 • . TCXL TCXR 0 0 0 0 0 0 0 0- 0 0 0 0 r,, 9 N 0 6 m '\ - q v e 42 in pQ' "'9 <0 cD '25 BCXL BCXR 0 =30 0/0 HALF 3 -0 8 @ 2 -6 3-0 PANELS 1 -5 1-5 WORKLEN +4" = 28 -10 0/0 30G4N5 4/2 8K CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 2 50X2 50X0.197 TCXR = 0- 1 1/4 LSEAT L 3 00X2 00X0.250 RSEAT L 3.00X2.00X0.250 BCXL = 3- 0 0/0 BOTTOM CHORD 2 L 2.00X2.00X0 187 BCXR = 3- 2 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1 50X1.50X0.138 7.0X.138 7R 1 L 2X2X0.137 2.3X.137 V1 1 L 1 50X1 50X0 138 2 OX 138 V4 1 L 1.50X1.50X0.138 2 OX.138 3 1 L 2.00X2.00X0.213 3.8X.187 6R 1 L 1.50X1.50X0.138 2.4X.138 4 1 L 2.00X2 00X0.187 4.7X.187 5R 1 L 2X2X0.137 2.5X.137 V2 1 L 1 50X1.50X0.170 2.6X.170 V5 1 L 1.50X1.50X0.170 2.6X.170 5 1 L 2X2X0 137 2 5X.137 4R 1 L 2.00X2.00X0.187 4.7X.187 6 1 L 1.50X1 50X0.138 2.4X 138 3R 1 L 2.00X2.00X0.213 3.8X.187 V3 1 L 1.50X1. 50X0.138 2 OX.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2X2X0.137 2.3X.137 2R 2B L 1.50X1.50X0.138 7.0X.138 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL LIVE UPLIFT 450 PLF 1 1/4 MAIN UPLIFT 450 PLF 28 -10 0/0 TC V CONC 5 40/2 80 K 6 -11 0/0 14- 5 0/0 21 -11 0/0 EXTR UPLIFT 450 PLF 0- 2 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 . MARK G7 580 -04- 0758 -01 LIST 2 WASHINGTON SQUARE MALL THU, 24-MAR-2005 14: 42: 22 TCXL cu h 6 m 1 -9 v e o c v S9 pQ. i'9 2P BCXL BCXR D =30 0/0 HALF 3 -0 , 8@ 2 -6 3 -0 PANELS 1_6 1 -11 3/4 WORKLEN +4" = 29- 5 3/4 30G4N12 2/6 3K CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 3 00X3 00X0.313 TCXR = 0- 0 0/0 LSEAT L 3 00X3 00X0.313 RSEAT L 3.00X3.00X0 313 BCXL = 3- 0 0/0 BOTTOM CHORD 2 L 3.00X3 00X0.250 BCXR = 2- 6 3/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2 00X2.00X0 187 11.3X.187 7R 1 L 2 00X2.00X0.187 3.2X.187 V1 1 L 1 50X1 50X0.138 2 OX.138 V4 1 L 1 50X1 50X0 138 2.0X.138 3 2B L 2.00X2.00X0.163 9.8X.163 6R 1 L 1.50X1.50X0.138 4.4X.138 4 2B L 1.50X1.50X0.170 11.5X.170 5R 2B L 1.50X1.50X0.138 4.6X.138 V2 1 L 2.00X2 00X0 187 4.8X.187 V5 2B L 1.50X1.50X0.138 6.9X.138 G 5 1 L 2.00X2.00X0.213 3.9X.187 4R 2B L 1.50X1 50X0.170 11.3X.170 5 1 L 1 50X1.50X0.170 4.2X.170 3R 2B L 2.00X2.00X0.163 10.7X.163 V3 1 L 1.50X1.50X0.138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2.00X2.00X0.213 3.8X.187 2R 2B L 2.00X2.00X0.187 11.2X.187 DESIGN REQUIREMENTS DEFL LIMITS L R M LIVE • 240 EXTL UPLIFT 550 PLF 0- 1 1/4 MAIN UPLIFT 550 PLF 29- 5 3/4 TC V CONC 0.90/0.00 K 22- 0 0/0 12.20/6.30 K 7- 0 0/0 14- 6 0/0 22- 0 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC =0.5/0 0 BC =0.5/0 0 MARK* G8 S80 -04- 0758 - 01 LIST 2 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14. 42' 22 TCXR T \ t v 6 m q 7 e NI m BCXL BCXR D =30 0/0 HALF 3 -0 B @ 2 -6 3 - 0 PANELS 1 -11 3/4' 1 -4 WORKLEN +4" = 29- 3 3/4 30G4N12 8/6 7K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3 50X3.50X0.287 TCXR = 0- 1 1/4 LSEAT L 3 50X3 50X0 287 RSEAT L 3.50X3.50X0.287 BCXL = 2- 4 3/4 BOTTOM CHORD 2 L 3.00X3.00X0.281 BCXR = 3- 2 0/0 WEB QTY SIZE WELD SIZE WEB QTY - SIZE WELD SIZE 2 2B L 2.00X2.00X0.187 12.1X.187 7R 1 L 2.00X2 00X0.187 3.4X.187 V1 1 L 1 50X1.50X0 138 2.0X.138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 2 00X2 00X0.187 10.0X.187 6R 1 L 2X2X0.137 4.6X.137 4 2B L 2.00X2.00X0.187 11.1X.187 5R 28 L 1.50X1.50X0.138 4.6X.138 V2 2B L 1 50X1.50X0.138 6.8X.138 G V5 2B L 1.50X1.50X0.170 7.8X.170 G 5 2B L 1.50X1.50X0.138 5.8X.138 4R 2B L 2.50X2.50X0.250 13.2X.187 6 1 L 2.00X2.00X0.163 4.8X.163 3R 2B L 2.00X2.00X0.187 10.5X.187 V3 1 L 1.50X1.50X0.138 2 OX.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 2B L 1 50X1 50X0.138 5.6X.138 2R 2B L 2.50X2.50X0.250 14.3X.187 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN LI UPLIFT 845 PLF 3 3/4 TC V CONC 5 80/0.00 K 22- 5 3/4 12 80/6.70 K 7- 5 3/4 14 -11 3/4 22- 5 3/4 EXTR UPLIFT 845 PLF 0- 2 0/0 ADDLOAD 1 0 /0.0 (PPS TC =13, BC =6) BENDLOAD TC =O 5/0 0 BC= 0.5/0.0 MARK G9 S80 -04- 0758 -01 LIST 2 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 42: 22 VERT 3_6 3 -6 i REPL 1 i WEBS O U 0 0 2 � 9 j h 6 > 1 6> 0 9,9 LC) 0P -,9 Lo e '59 r--- t> t a e 2P T u) (1 / D =28 0/0 HALF 4-5 12 @ 2 -4 4 -5 PANELS 1 -4 1 -4 WORKLEN +4" = 39- 6 0/0 28LH560/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.50X2.50X0.230 TCXR = 0- 0 0/0 LSEAT L 2.50X2. 50X0. 197 RSEAT L 2.50X2.50X0.197 BCXL = 0- 8 3/4 BOTTOM CHORD 2 L 2.50X2.50X0.212 BCXR = 0 8 3/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 -1/16 ROUND 4.8X.336 9R 1 L 1.50X1.50X0.115 2 5X.115 2DL 1 L 1 25X1.25X0.111 2 1X.111 V5 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 2.00X2.00X0.187 3 8X.187 BR 1 L 1.25X1.25X0.111 2.6X.111 4 1 L 2.00X2.00X0.163 4.8X.163 7R 1 L 1 50X1.50X0.138 2.8X.138 V2 1 L 1.25X1 25X0.111 2.0X.111 V6 1 L 1.25X1.25X0.111 2.0X.111 5 1 L 2X2X0.137 4.7X.137 6R 1 L 1.50X1.50X0.115 4.5X.115 6 1 L 1 50X1.50X0.115 4 5X.115 5R 1 L 2X2X0.137 4.7X.137 V3 1 L 1.25X1.25X0.111 2 OX.111 V7 1 L 1.25X1.25X0.111 2.0X.111 7 1 L 1 50X1.50X0.138 2 8X.138 4R 1 L 2.00X2.00X0.163 4.8X.163 8 1 L 1 25X1.25X0.111 2 6X.111 3R 1 L 2.00X2.00X0.187 3.8X.187 V4 1 L 1 25X1.25X0.111 2 0X.111 2DR 1 L 1. 25X1. 25X0.111 2.1X.111 9 1 L 1 50X1.50X0 115 2.5X.115 2R 1 1 -1/16 ROUND 4.8X.336 DESIGN REQUIREMENTS DEFL LIMITS L R M VE MAIN TC 560/ 188 240 PLF 39- 6 0/0 UPLIFT 115 PLF 39- 6 0/0 ADDLOAD 1.0/0.0 (PPS: TC =17, BC =8) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK T1 S80- 04- 0758 - 01 LIST 3 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 44: 02 VERT 2 -4 2 -2 1/2 REPL 1 1 1 1 WEBS TCXL TCXR '' v > 6 N / \ V V D =22 0/0 HALF 3 -2 6 @ 2 -0 3 - 2 PANELS 0 -10 1/2 0 -10 3/6 WORKLEN +4" = 20- 0 7/8 22K360/188 = 0- 20/0 8 TOP. CHORD FY 2 L522X2X0I137WE8 FY TCXR KSI 0- 0 1/2 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 1.50X1.50X0.145 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 2 3X.304 V3 1 L 1.O0X1.00X0.109 2.0X.109 2DL 1 L 1 25X1.25X0.111 2.0X.111 6R 1 L 1.00X1.00X0.109 2.0X.109 3 1 L 1.50X1.50X0.115 2.6X.115 5R 1 L 1.50X1.50X0.115 2.0X.115 4 1 L 1.00X1.00X0.109 2.6X.109 V4 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.00X1.00X0.109 2.7X.109 5 1 L 1.25X1 25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 2.4X.115 6 1 L 1 25X1 25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 7/8 ROUND 2.0X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M E EXTL TC 360/ 188 240 PLF 0- 2 0/0 UPLIFT 190 PLF 0- 2 0/0 MAIN TC UNIFORM 360/ 188 PLF 20- 0 7/8 UPLIFT 190 PLF 20- 0 7/8 EXTR TC UNIFORM 360/ 188 PLF* 0- 0 1/2 UPLIFT 190 PLF 0- 0 1/2 ADDLOAD 1.0/0.0 (PPS: TC =11, BC =5) BENDLOAD TC =0 5/0.0 BC= 0.5/0.0 NEG DRIFT 300./ 0.PLF LENGTH 12- 0 0/0 STARTS 0- 0 0/0 MARK. J1 S80 -04- 0758 -01 LIST 4 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 45: 40 VERT2_ 11 1/ i 2 -11 i WEBS TCXL t N� 9 j h 6 ; '\ <9 ? 0 zp ; 1oP 9,9 0 0Q -9 N. coQ' S9 m eP ,.- 'as'' T D =26 0/0 HALF 3 -11 14 @ 2 -0 3 -11 PANELS 0 -10 1/4 0 -10 1/4 WORKLEN +4" = 37- 6 1/2 26K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 1/4 TOP CHORD 2 L 2 00X2.00X0.213 TCXR = 0- 0 0/0 LSEAT L 2X2X0 137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0 200 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3 5X.315 V5 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0 111 2.0X.111 1OR 1 L 1.50X1.50X0.115 2.0X.115 3 1 L 2X2X0.137 3,6X.137 9R 1 L 1.50X1.50X0.115 2.0X.115 4 1 L 1.50X1 50X0 138 4.1X.138 V6 1 L 1 OOXI.00X0.109 2.0X.109 V2 1 L 1.00X1 00X0 109 2.0X.109 BR 1 L 1.00X1.00X0.109 2.2X.109 5 1 L 2X2X0.137 3.5X.137 7R 1 L 1.50X1.50X0.138 2.3X.138 6 1 L 1.25X1.25X0.111 3.6X.111 V7 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.25X1. 25X0.111 3.6X.111 7 1 L 1.50X1.50X0.138 2.3X.138 5R 1 L 2X2X0.137 3.5X.137 8 1 L 1.00X1.00X0.109 2.2X.109 V8 1 L 1.00X1.00X0.109 2.0X.109 V4 1 L 1 OOXI.00X0.109 2.0X.109 4R 1 L 1.50X1. 50X0.138 4.1X.138 9 1 L 1.50X1.50X0 115 2.0X.115 3R 1 L 2X2X0 i37 3.6X.137 10 1 L 1.50X1.50X0.115 2.0X.115 2DR 1 L 1. 25X1. 25X0.111 2.0X.111 2R 1 15/16 ROUND 3.5X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M LIVE 240 EXTL TC UNIFORM 400/ 188 PLF 0- 0 1/4 UPLIFT 115 PLF 0- 0 1/4 MAIN TC UNIFORM 400/ 188 PLF 37- 6 1/2 UPLIFT 115 PLF 37- 6 1/2 ADDLOAD 1.0/0.0 (PPS: TC =19, BC =9) BENDLOAD TC= 0.5/0.0 BC =0 5/0.0 MARK: J2 S80 -04- 0758 -01 LIST 5 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 48: 13 VERT 3 -4 REPL 1 1 1 2-9 9 1 WEBS TCXL c° 0 0 �n O 0 0 6 \O v cu h 6 m '� (\q- � O in Q' ,� P A m P P > > / / \ ti 99 > O , 9 0 S > a �9 2 0� 2 BCXR 0 =26 0/0 HALF 3 -9 14 @ 2 -0 3 -9 PANELS 0 -10 7/8 0 -10 7/8 WORKLEN +4" = 37- 3 3/4 26K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 7 0/0 TOP CHORD 2 L 2.00X2.00X0.213 TCXR = 0- 0 0/0 LSEAT L 2.00X2. 00X0. 163 RSEAT L 2.00X2.00X0.163 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0 200 BCXR = 3- 3 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.4X.315 V5 1 L 1.00X1 00X0.109 2.0X.109 2DL 1 L 1.25X1. 25X0.111 2.0X.111 10R 1 L 1 50X1.50X0.115 2.0X.115 3 1 L 2X2X0.137 3 7X.137 OR 1 L 1.50X1.50X0.115 2.0X.115 4 1 L 1.50X1 50X0.138 4.1X.138 V6 1 L 1.00X1 00X0.109 2.0X.109 V2 1 L 1 00X1 00X0.109 2.0X.109 8R 1 L 1.00X1 00X0.109 2.2X.109 5 1 L 2X2X0 137 3 5X.137 7R 1 L 1.50X1.50X0.138 2.3X.138 6 1 L 1.25X1.25X0.111 3.6X.111 V7 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.25X1.25X0 111 3.6X.111 7 1 L 1 50X1.50X0.138 2.4X.138 5R 1 L 2X2X0.137 3.5X.137 8 1 L 1.00X1.00X0.109 2.2X.109 V8 1 L 1.00X1.00X0.109 2.0X.109 V4 1 L 1 00X1.00X0.109 2 OX.109 4R 1 L 1.50X1 50X0.138 4.1X 138 9 1 L 1 50X1.50X0.115 2.0X 115 3R 1 L 2X2X0 137 3.6X.137 10 1 L 1.50X1 50X0.115 2.0X.115 2DR 1 L 1. 25X1. 25X0.111 2 OX 111 2R 1 15/16 ROUND 3.4X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL TC LIVE 400/ 188 240 PLF 0- 7 0/0 UPLIFT 115 PLF 0- 7 0/0 MAIN TC UNIFORM 400/ 188 PLF 37- 3 3/4 UPLIFT 115 PLF 37- 3 3/4 ADDLOAD 1.0/0.0 (PPS: TC =19, BC =9) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J3 S80 - 04 - 0758 -01 LIST 5 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 48: 13 VERT REPL 1 2 -1 1 1 1 2-11 1 WEBS t 2 O 9, h 6 m 1 6> 0 r0 > 1 oP 9,9 0 e ''',9 j �Q. `59 co t?' 04- ZP T �9 0 =26 0/0 HALF 3 -11 14 @ 2 -0 3 -11 PANELS 0 -10 3/8 0 -10 3/6 WORKLEN +4" = 37- 6 3/4 26K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.0OX0.200 TCXR = 0- 0 0/0 LSEAT L 2X2X0 137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2 00X0 187 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.2X 315 V5 1 L 1.00X1 00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0 111 2 OX.111 1OR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1 50X1.50X0.170 2 6X 170 OR 1 L 1.50X1.50X0.115 2.0X.115 4 1 L 1.50X1.50X0.115 4.5X.115 V6 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 BR 1 L 1.00X1.00X0.109 2.1X.109 5 1 L 1 50X1.50X0.170 2.6X.170 7R 1 L 1.50X1.50X0.115 2.6X.115 6 1 L 1 25X1.25X0.111 3.3X.111 V7 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0 109 2.0X.109 6R 1 L 1.25X1.25X0.111 3.3X.111 7 1 L 1.50X1 50X0.115 2.6X.115 5R 1 L 1.50X1.50X0.170 2.6X.170 8 1 L 1.00X1.00X0.109 2.1X.109 V8 1 L 1.00X1.00X0.109 2.0X.109 V4 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.115 4.5X.115 9 1 L 1.50X1.50X0 115 2 OX.115 3R 1 L 1.50X1.50X0.170 2.6X.170 10 1 L 1.25X1 25X0 111 2.0X.111 2DR 1 L 1. 25X1. 25X0.111 2.0X.111 2R 1 15/16 ROUND 3.2X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN IC L UNIFORM 350/ 188 240 PLF 37- 6 3/4 UPLIFT 115 PLF 37- 6 3/4 ADDLOAD 1 0/0 . 0 (PPS: TC =19, BC =9) BENDLOAD TC =0.5/0 0 BC= 0.5/0.0 MARK: J4 S80 -04- 0758 -01 LIST 5 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 48: 13 VERT REPL 1 3 -4 1 2 -9 1 WEBS TCXL \ 0 v h 6 > 6 > 0 r j � o P 9, L 0Q - > 0 P S9 m 0 c Q 2P 1' n) �9 ti D =26 0/0 HALF 3-9 14 @ 2 -0 3 9 PANELS 0 -10 7/8 0 -10 7/8 WORKLEN +4" = 37- 3 3/4 26K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 7 0/0 TOP CHORD 2 L 2.00X2.00X0.187 TCXR = 0 0 0/0 LSEAT L 2. 00X2.00X0.163 RSEAT L 2X2X0.1.37 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0 187 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.1X.315 V5 1 L 1 COX1 00X0.109 2.0X.109 2DL 1 L 1 25X1.25X0 111 2.0X.111 1OR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.170 2 7X.170 9R 1 L 1.50X1.50X0.115 2.0X.115 4 1 L 1.50X1.50X0.115 4 5X 115 V6 1 L 1.00XI.00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2 OX.109 BR 1 L 1.00XI.00X0.109 2.1X.109 5 1 L 1 50X1.50X0.170 2 6X.170 7R 1 L 1.50X1.50X0.115 2.6X.115 6 1 L 1 25X1.25X0.111 3 3X.111 V7 1 L 1.0OXI.00X0.109 2.0X.109 V3 1 L 1 00X1 00X0.109 2.0X.109 6R 1 L 1.25X1.25X0.111 3.3X.111 7 1 L 1.50X1.50X0.115 2.6X.115 5R 1 L 1.50X1.50X0.170 2.6X.170 8 1 L 1 00X1.00X0.109 2.1X 109 V8 1 L 1.00XI.00X0.109 2.0X.109 V4 1 L 1 OOXI.00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.115 4.5X.115 9 1 L 1 50X1.50X0.115 2.0X.115 3R 1 L 1 50X1.50X0.170 2.7X.170 10 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1. 25X1. 25X0.111 2.0X.111 2R 1 15/16 ROUND 3.1X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL IC L UNIFORM 360/ 188 240 PLF 0- 7 0/0 UPLIFT 115 PLF 0- 7 0/0 MAIN TC UNIFORM 360/ 188 PLF 37- 3 3/4 UPLIFT 115 PLF 37- 3 3/4 ADDLOAD 1.0/0.0 (PPS: TC =19, BC =9) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK' J5 S80 - 04 - 0758 - 01 LIST 5 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 48: 13 VERT 2_9 2 -9 REPL i i i i WEBS c' \ N. h 6 m B v 0 P �q �n fi e' ` m 1)?' o 2, T D =24 0/0 HALF 3 -9 10 @ 2 -0 3 -9 PANELS 1 -2 3/4 1 -2 3/4 WORKLEN +4" = 29 -11 1/2 24K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0— 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0— 6 0/0 BOTTOM CHORD 2 L 2X2X0.148 BCXR = 0— 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 2.6X.325 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.25X1 25X0.111 2.0X.111 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1 50X1.50X0.138 2 8X.138 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1 25X0.111 3 5X 111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.2X.109 5 1 L 1.50X1 50X0.115 2.7X.115 5R 1 L 1 50X1.50X0.115 2 7X.115 6 1 L 1 OOXI.00XO 109 2 2X 109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1 00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.5X.111 7 1 L 1 25X1 25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.138 2.8X.138 8 1 L 1 25X1.25X0 111 2.0X.111 2DR 1 L 1 25X1.25X0.111 2.0X.111 2R 1 1 ROUND 2.6X.325 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC LIVE 360/ 188 240 PLF 29 -11 1/2 UPLIFT 175 PLF 29 -11 1/2 ADDLOAD 1 . 0/0 0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J6 S80 -04- 0758 - 01 LIST 5 WASHINGTON SQUARE MALL THU, 24— MAR -2005 14: 48: 13 VERT2 -11 1/4 2 -11 REPL 1 1 1 1 WEBS TCXL t C O v R1 0 6> 1 6> c) '70 n > �0Q' 99 0 Q -9 h e 6,9 m 6 �9 COQ 2P T D =26 0/0 • HALF 3 -11 14 @ 2 -0 3 -11 PANELS 0 -10 1/4 0 -10 1/4 WORKLEN +4" = 37- 6 1/2 26K520/308 CHORD FY = 50. KSI WEB FY = 50 KSI TCXL = 0- 0 1/4 TOP CHORD 2 L 2.50X2.50X0.212 TCXR = 0- 0 0/0 LSEAT L 2 50X2 50X0.197 RSEAT L 2.50X2.50X0.197 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.250 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 -1/16 ROUND 4.2X.336 V5 1 L 1.00XI.00XO 109 2.0X.109 2DL 1 L 1 25X1. 25X0.111 2.0X.111 10R 1 L 1.00X1.00X0.109 2.3X.109 3 1 L 2X2X0.137 4.5X.137 9R 1 L 1 50X1.50X0.115 2.2X.115 4 1 L 1.50X1 50X0.170 4.2X.170 V6 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00XI.00XO 109 2.0X.109 BR 1 L 1.00X1 00X0.109 2.8X.109 5 1 L 2X2X0.137 4 4X 137 7R 1 L 1 50X1.50X0.170 2.4X.170 6 1 L 1 25X1 25X0.111 4.6X.111 V7 1 L 1.00XI.00XO 109 2.0X.109 V3 1 L 1.00X1.00X0 109 2.0X.109 6R 1 L 1.25X1 25X0.111 4.6X.111 7 1 L 1 50X1.50X0.170 2.4X.170 5R 1 L 2X2X0.137 4.4X.137 8 1 L 1 OOXI.00X0.109 2.8X.109 V8 1 L 1.00X1.00X0.109 2.0X.109 _V4 1 L 1.00XI.00XO 109 2.0X.109 4R 1 L 1.50X1. 50X0.170 4.2X.170 9 1 L 1.50X1.50X0.115 2.2X.115 3R 1 L 2X2X0.137 4.5X.137 10 1 L 1 OOXI.00X0.109 2 3X.109 2DR 1 L 1. 25X1. 25X0.111 2.0X.111 2R 1 1 -1/16 ROUND 4.2X.336 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL IC L UNIFORM 520/ 308 PLF 0- 0 1/4 UPLIFT 190 PLF 0- 0 1/4 MAIN TC UNIFORM 520/ 308 PLF 37- 6 1/2 UPLIFT 190 PLF 37- 6 1/2 ADDLOAD 1 0 /0.0 (PPS: TC =19, BC =9) BENDLOAD TC =O 5/0.0 BC= 0.5/0.0 MARK: J16 S80 - 04 - 0758 -01 LIST 5 WASHINGTON SQUARE MALL THU, 24-MAR-2005 14: 50: 18 VERT 2_9 1/2 2_9 REPL i 1 1 WEBS TCXL t ' `, 9 N 0 6 m 1 6 v e �9 0 e S 9 0 p P p Q' 2 P T D =24 0/0 HALF 3 -9 10 @ 2 -0 3 -9 PANELS 1 -3 1/8 1 -3 1/8 WORKLEN +4" = 30- 0 1/4 24K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 1/2 TOP CHORD 2 L 2.00X2.00X0 163 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2X2X0.148 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 2.6X.325 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2.0X.111 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.170 2.3X.170 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 3.5X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.2X.109 5 1 L 1 50X1.50X0.115 2.7X.115 5R 1 L 1.50X1.50X0.115 2.7X.115 6 1 L 1.00X1.00X0.109 2.2X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1 00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.5X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.170 2.3X.170 8 1 L 1.25X1.25X0 111 2.0X.111 2DR 1 L 1.25X1.25X0.111 2.0X.111 2R 1 1 ROUND 2.6X.325 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL IC L UNIFORM 360/ 188 240 PLF 0- 0 1/2 UPLIFT 175 PLF 0- 0 1/2 MAIN TC UNIFORM 360/ 188 PLF 30- 0 1/4 UPLIFT 175 PLF 30- 0 1/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC =0.5/0 0 MARK: J27 580 -04- 0758 -01 LIST 6 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14'50: 18 VERT 2 -9 1/4 p -9 1/4 WEBS TCXL- TCXR 0 0 o e o 0 d O v N G m B v 6P �9 �Q S9 PQ C. e T 0 =24 0/0 3 -9 10 @ 2 -0 3 -9 HALF PANELS 1 -2 1/2 1 -2 1/2 WORKLEN +4" = 29 -11 0/0 24K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 1/4 TOP CHORD 2 L 2X2X0.148 TCXR = 0- 0 1/4 LSEAT L 2X2X0 137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2X2X0.148 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 2.8X.304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2.0X.111 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.138 2.8X.138 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0 111 3 5X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1 00X1 00X0.109 2 OX.109 6R 1 L 1.00X1.00X0.109 2.2X.109 5 1 L 1.50X1 50X0.115 2 7X.115 5R 1 L 1 50X1.50X0.115 2.7X.115 6 1 L 1.00X1 00X0 109 2.2X.109 V6 1 L 1.00X1.00X0 109 2.0X.109 V3 1 L 1.00XI.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.5X.111 7 1 L 1 25X1 25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.138 2.8X.138 8 1 L 1.25X1.25X0 111 2.0X.111 2DR 1 L 1 25X1.25X0.111 2.0X.111 29 1 7/8 ROUND 2.8X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL TO L UNIFORM 360/ 188 240 PLF 0- 0 1/4 UPLIFT 115 PLF 0- 0 1/4 MAIN TC UNIFORM 360/ 188 PLF 29 -11 0/0 UPLIFT 115 PLF 29 -11 0/0 EXTR TC UNIFORM 360/ 188 PLF 0- 0 1/4 UPLIFT 115 PLF 0- 0 1/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK' J30 SBO -04- 0758 -01 LIST 6 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 50: 18 VERT 3_1 3 -1 REPL I i i WEBS Jo 6 lir & v e - i e S9 in 0 6' 2 P T D =22 0/0 HALF 4 -1 10 @ 2 -0 4 -1 PANELS 0 -10 3/4 0 -10 33/4 WORKLEN +4" = 29 -11 1/2 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2 00X2 00X0.163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.1X 315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0 109 2.0X.109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.1X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 3.7X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2 9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1.00X1.00X0 109 2.3X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1 OOX1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.7X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.1X.115 8 1 L 1.25X1 25X0.111 2.0X.111 2DR 1 L 1 00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.1X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M 0 MAIN TC LIVE 360/ 188 24 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK' J7 S80 -04- 0758 -01 LIST 7 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 52: 50 VERT 3_1 3 -1 REPL 1 1 i WEBS 0 0 0 0 t 2 `J 9 > h 6 >1: 6 � 0 P �q L > 7 6- S,9 � p Q , �Q' 2P T C V (1 ' BCXL BCXR D =22 0/0 HALF 4 -1 10 @ 2 -0 4 -1 PANELS 0 -10 3/4 0 -10 3/4 • WORKLEN +4" = 29 -11 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0 175 TCXR = 0- 0 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 7 1/4 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 3- 7 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1 OOXI.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1 50X0.115 3.4X.115 7R 1 L 1 25X1.25X0 111 2.0X.111 4 1 L 1 25X1 25X0 111 4 1X.111 V5 1 L 1.00XI.00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1.00XI.00X0.109 2.5X.109 5 1 L 1 50X1.50X0.115 3.1X 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1 00X0 109 2 5X 109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00XI.00X0.109 2 OX.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1 50X1.50X0.115 3.4X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1 00X1 00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X 315 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 MAIN TC UNIFORM 400/ 188 PLF 29 - 11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J8 S80 -04- 0758 -01 LIST 7 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 52: 50 REPL 1 2_11 4 � 2-11 1 WEBS O NC 6 m , 7 6 v 0 - 'q u cP 6,9 in aP (17' ZP T D =22 0/0 HALF 3 -11 10 @ 2 -0 3 -11 PANELS 1 -0 3/4 1 -0 3/4 WORKLEN +4" = 29 -11 1/2 22K520/308 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.213 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.200 BCXR = 0 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 4.0X.325 V4 1 L 1.COXI.00X0.109 2.0X.109 2DL 1 L 1 25X1 25X0 111 2.0X.111 8R 1 L 1.00X1.00X0.109 2.1X.109 3 1 L 1 50X1.50X0.170 3 OX.170 7R 1 L 1.50X1.50X0.115 2.0X.115 4 1 L 1 50X1.50X0.138 4.1X.138 V5 1 L I.00XI.00X0.109 2.0X.109 V2 1 L 1 OOXI.00XO 109 2 OX.109 6R 1 L 1 00X1.00X0.109 3.1X.109 5 1 L 1.50X1 50X0 170 2.6X.170 5R 1 L 1.50X1.50X0.170 2.6X.170 6 1 L 1 00X1 00X0 109 3 1X 109 V6 1 L 1.COXI.00X0.109 2.0X.109 V3 1 L 1 OOXI.00X0.109 2.0X.109 4R 1 L 1.50X1.50X0 138 4.1X.138 7 1 L 1 50X1 50X0.115 2.0X.115 3R 1 L 1.50X1.50X0.170 3.0X.170 8 1 L 1 00X1 00X0.109 2.1X.109 2DR 1 L 1 25X1.25X0 111 2.0X.111 2R 1 1 ROUND 4.0X.325 DESIGN REQUIREMENTS DEFL LIMITS L R M LIVE MAIN TOE UNIFORM 520/ 308 240 PLF 29 -11 1/2 UPLIFT 190 PLF 29 -11 1/2 ADDLOAD 1.0/0 0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J9 S80 -04- 0758 -01 LIST 7 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 52: 50 VERT REPL 1 3 1 3 -1 I 1 I WEBS a o 0 t 2 , O 9 N h 6 m ' 6 v e .q D e Sq up p Q' e ,?.9, T D =22 0/0 HALF 4-1 10 @ 2 -0 4 -1 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0— 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0— 6 0/0 BOTTOM CHORD 2 L 2 00X2 00X0.163 BCXR = 0— 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1 OOX1.00X0.109 2.OX 109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1 50X0.115 3.4X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.1X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.115 3.1X.115 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.4X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1. 00X1. 00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M IVE MAIN TC L UNIFORM 400/ 188 240 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0 0 (PPS. TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC =0 5/0 0 MARK: J10 S80 -04- 0758 - 01 LIST 7 WASHINGTON SQUARE MALL THU, 24— MAR -2005 14: 52: 50 VERT 3_0 3 -0 REPL I 1 i WEBS t �O C N h 6 m '1 6 v 0P �,9 v t D =22 0/0 HALF 4 -0 10 @ 2 -0 4 -0 PANELS 0 -10 1/8 0 -10 1/8 WORKLEN +4" = 29- 8 1/4 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2X2X0 .148 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3 OX 315 V4 1 L 1.00XI.00X0.109 2.0X.109 2DL 1 L 1.00XI.O0X0 109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1 50X1 50X0 115 3.0X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1 25X1.25X0 111 3.7X 111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.3X.109 5 1 L 1 50X1 50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1.00XI.00X0.109 2.3X 109 V6 1 L 1.00XI.00X0.109 2.0X.109 V3 1 L 1 OOXI.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.7X.111 7 1 L 1 25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.0X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1 00X0.109 2.0X.109 2R 1 15/16 ROUND 3.0X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC LIVE 360/ 188 240 PLF 29- 8 1/4 UPLIFT 115 PLF 29- 8 1/4 ADDLOAD 1 0/0 0 (PPS:. TC=15, BC =7) BENDLOAD TC= 0.5/0.0 BC =0 5/0.0 MARK: J23 S80 -04- 0758 -01 LIST 7 WASHINGTON SQUARE MALL THU, 24- MAR -2005 14: 52: 50 TC 6 -1 1/2 EXTRA i 8 -4 i REPL 1 2 2 2 - 3 1/� WEBS TCXR 'p ` 9 > g 6 1 \ c 0P k 0 e Sq pP 'q pQ Z P T D =22 0/0 HALF 3 -2 10 @ 2 -0 3 -2 PANELS 1 -10 1/4 1 -10 1/4 WORKLEN +4" = 30- 0 1/2 22K520/308 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3.00X3.00X0.250 TCXR = 0- 1 1/4 LSEAT L 2.00X2.DOX0.187 RSEAT L 2.00X2.00X0.187 BCXL = 0- 7 3/4 BOTTOM CHORD 2 L 3.00X3.00X0.227 BCXR = 0- 7 3/4 WEB OTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 1 1 -1/16 ROUND 4.8X.336 8T1 2B L 1.00X1.00X0.109 3.9X.109 2DL 1 L 1.00X1 00X0.109 2.0X.109 8R 1 L 1.00X1.00X0.109 3.7X.109 3 1 L 2 00X2.00X0.213 5.5X.187 7R 1 L 1.50X1.50X0.138 2.9X.138 4 1 L 1.50X1.50X0.170 5 4X.170 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0 109 2.0X.109 6R 1 L 1.25X1.25X0.111 4.5X.111 5 1 L 2.00X2.00X0 163 5.0X 163 5R 1 L 2X2X0.137 4.9X.137 6 1 L 1.50X1 50X0.138 5 1X.138 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0 109 2 OX.109 12T1 2B L 1 00X1.00X0.109 4.1X.109 7 1 L 1 50X1 50X0.170 3.5X 170 4R 2B L 1.50X1.50X0.115 11 2X.115 8 1 L 1 25X1 25X0.111 4.2X.111 3R 2B L 1.50X1.50X0.170 8.0X.170 V4 1 L 1 00X1.00X0.109 2.0X.109 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 2B L 2.00X2.00X0.163 12.8X.163 MARK: J11 S80 -04 0758 -01 LIST 8 WASHINGTON SQUARE MALL MON, 28- MAR -2005 10: 14: 46 DESIGN REQUIREMENTS DEFL LIMITS L R M LIVE 240 MAIN IC UNIFORM 520/ 308 PLF 30- 0 1/2 UPLIFT 190 PLF 30- 0 1/2 TC V CONC 4 30/0.00 K 15- 8 1/4 24- 0 1/4 EXTR TC UNIFORM 520/ 308 PLF 0- 1 1/4 UPLIFT 190 PLF 0- 1 1/4 ADDLOAD 1 0/0 0 (PPS. TC =17, BC =7) BENDLOAD TC =0.5/0 0 BC= 0.5/0.0 POS DRIFT 0./ 300.PLF LENGTH 12- 0 0/0 STARTS 12- 0 0/0 MARK: J11 S80 -04 0758 - 01 LIST 8 WASHINGTON SQUARE MALL MON, 28- MAR -2005 10' 14: 46 TC 6 -1 1/2 EXTRA i 1 REPL tAt 2 - 6 9 -7 1/1 WEBS TCXR 0 0 0 0 t 2 V o v a 0 6 rn 6 •> 0P - q in e S '' pP v' 2 pQ' ,,,c T D =22 0/0 HALF 3 -6 10 @ 2 -0 3 -6 PANELS 1 -6 1/4 1 -6 1/4 WORKLEN +4" = 30- 0 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2 00X0.250 TCXR = 0- 1 1/4 LSEAT L 2X2X0 137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.0OX0.232 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.7X 315 8R 1 L 1.50X1.50X0.115 2.6X.115 2DL 1 L 1 00X1 00X0.109 2.0X.109 7R 1 L 1.50X1 50X0.115 2.6X.115 3 1 L 2X2X0 137 4.4X.137 V5 1 L 1.00X1.00X0.109 2.0X.109 4 1 L 1.50X1.50X0.138 4 3X.138 6R 1 L 1.00X1.00X0.109 2.7X.109 V2 1 L 1 00X1.00X0.109 2 OX.109 5R 1 L 1.50X1.50X0.115 3.0X.115 5 1 L 1.50X1.50X0.170 3 OX.170 V6 1 L 1.00XI.00X0.109 2.0X.109 6 1 L 1 00X1 00X0 109 3.8X.109 12T1 2B L 1.00X1.00X0.109 4.0X.109 V3 1 L 1.00XI.00X0.109 2.0X.109 4R 2B L 1.50X1.50X0.138 6.8X.138 7 1 L 1.50X1.50X0.115- 2.9X.115 3R 2B L 1 50X1.50X0.138 6.5X.138 8 1 L 1.00XI.00X0.109 2.7X.109 2DR 2B L 1.00X1.00X0.109 2.0X.109 V4 1 L 1.00XI.00X0.109 2.0X.109 2R 1 1 -1/16 ROUND 4.8X.336 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 MAIN TC UNIFORM 400/ 188 PLF 30- 0 1/2 UPLIFT 115 PLF 30- 0 1/2 TC V CONC 4.30/0 00 K 24- 0 1/4 EXTR TC UNIFORM 400/ 188 PLF 0- 1 1/4 UPLIFT 115 PLF 0- 1 1/4 ADDLOAD 1.0/0.0 (PPS. TC =16, BC =7) BENDLOAD TC =0.5/0 0 BC =0.5/0 0 POS DRIFT O./ 300.PLF LENGTH 12- 0 0/0 STARTS 12 0 0/0 MARK: J12 S80 04 0758 -01 LIST 8 WASHINGTON SQUARE MALL MON, 28- MAR -2005 10. 14: 46 VERT 3_1 3 -1 REPL i 1 1 1 WEBS U 0 0 0 B 0 O t 2 `JO 9 N h 6 m 1 6 v e - q Ln fie' 6‘,9 cD pP !„,,„,/}5.- BCXL BCXR D =22 0/0 HALF 4 -1 10 @ 2 -0 4 -1 PANELS 0 -10 3/4 _ 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K400/188 CHORD FY = 50 KSI WEB FY = 50 KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 0 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 7 1/4 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 3- 8 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3 3X.315 V4 1 L 1.00X1 00X0.109 2.0X.109 2DL 1 L 1 00X1 00X0.109 2.0X.109 8R 1 L 1.25X1 25X0.111 2.0X 111 3 1 L 1 50X1.50X0.115 3.4X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1 25X1.25X0.111 4.1X.111 V5 1 L 1 OOXI.00X0.109 2.0X.109 V2 1 L 1.00X1 00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.115 3.1X.115 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1.00X0 109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00XI.00XO 109 2.0X.109 4R 1 L 1.25X1.25X0.111 4,1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.4X.115 8 1 L 1 25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1 00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN IC L UNIFORM 400/ 188 240 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK' J13 580 -04- 0758 -01 LIST 8 WASHINGTON SQUARE MALL MON, 28- MAR -2005 10. 14: 46 VERT REPL 1 2 -1 1 1 1 3 -1 1 WEBS TCXR 2 `' 9 N 6 rn 1 e v 0 P - q in coP 49 w ae' e 2 P T "> 9 D =22 0/0 HALF 3 -11 10 @ 2 -0 3 -11 PANELS 0 -10 1/8 0 -10 1/8 WORKLEN +4" = 29- 6 1/4 = CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0 200 TCXR = 0- 2 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2 00X2.00X0.200 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 4.0X.315 V4 1 L 1 00X1 00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2.0X.111 8R 1 L 1.00X1.00X0.109 2.0X.109 3 1 L 1 50X1 50X0.138 3.5X.138 7R 1 L 1.50X1.50X0.115 2.0X.115 4 1 L 1.50X1.50X0.138 4.1X.138 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1 00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 3.1X.109 5 1 L 1.50X1.50X0.170 2.6X.170 5R 1 L 1.50X1.50X0.170 2.6X.170 6 1 L 1.00XI.00X0.109 3 1X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1 OOXI.00X0.109 2 OX.109 4R 1 L 1.50X1.50X0.138 4.1X.138 7 1 L 1 50X1.50X0.115 2.0X.115 3R 1 L 1.50X1.50X0.138 3.5X.138 8 1 L 1.00X1.00X0.109 2.0X.109 2DR 1 L 1.25X1.25X0.111 2.0X.111 2R 1 15/16 ROUND 4.0X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN. TC 520/ 308 240 PLF 29- 6 1/4 UPLIFT 115 PLF 29- 6 1/4 EXTR TC UNIFORM 520/ 308 PLF 0- 2 0/0 UPLIFT 115 PLF 0- 2 0/0 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =-) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK. J14 S80 -04- 0758 -01 LIST 8 WASHINGTON SQUARE MALL MON, 28- MAR -2005 10: 14: 46 VERT REPL 1 2 -10 1 1 3 -1 1 WEBS TCXR 0 0 t 2 ° O 9 N h 6 m '\ d Q 0 P - q Ln roP 5',9 I pQ. 2P' T rO 13 BCXL BCXR 0 =22 0/0 HALF 3 -10 10 @ 2 -0 3 -10 PANELS 0 -10 5 /8 0 -10 5/8 WORKLEN +4" = 29- 5 1/4 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 3 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 5 1/4 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 3- 5 0/0 WEB OTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.3X.304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3 4X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.1X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.115 3.1X.115 5R 1 L 1.50X1.50X0.138 2.6X.138 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2 OX 109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 - 1 L 1.25X1.25X0.111 2.0X 111 3R 1 L 1.50X1.50X0.115 3.4X.115 B 1 L 1 25X1.25X0 111 2 OX.111 2DR 1 L 1 00X1.00X0.109 2.0X.109 2R 1 7/8 ROUND 3.3X.304 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 MAIN TC UNIFORM 400/ 188 PLF 29- 5 1/4 UPLIFT 115 PLF 29- 5 1/4 EXTR TC UNIFORM 400/ 188 PLF 0- 3 0/0 UPLIFT 115 PLF 0- 3 0/0 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK. J15 S80 -04 0758 -01 LIST 8 WASHINGTON SQUARE MALL MON, 28- MAR -2005 10: 14: 46 VERT 3 -1 3/4 3 -1 REPL 1 1 1 WEBS TCXL e o o e 2 J O 9 N h 6 M 1 8 v 0 P �q 0 e Sq pP 0 2P T BCXL BCXR D =22 0/0 HALF 4 -1 10 @ 2 -0 4 -1 PANELS 0 -10 3/8 0 -10 3/8 WORKLEN +4" = 29 - 10 3/4 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 3/4 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 0 0/0 LSEAT L 2.00X2 00X0 163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 8 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 3- 7 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X 315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0 109 2 OX.109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.3X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1 25X0.111 4.1X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1 00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.115 3.1X 115 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1 00X1.00X0.109 2.0X.109 V3 1 L 1.00X1 00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2 OX.111 3R 1 L 1.50X1.50X0.115 3.3X.115 8 1 L 1 25X1 25X0.111 2 OX.111 2DR 1 L 1 00X1 00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M LIVE 240 EXTL TC UNIFORM 400/ 188 PLF 0- 0 3/4 UPLIFT 115 PLF 0- 0 3/4 MAIN TC UNIFORM 400/ 188 PLF 29 -10 3/4 UPLIFT 115 PLF 29 -10 3/4 ADDLOAD 1.0/0 0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC =0.5/0 0 MARK' J8A S80 -04- 0758 -01 LIST 9 WASHINGTON SQUARE MALL THU, 24- MAR -2005 15: 00: 41 TC 6 -1 3/4 EXTRA 1 R L 2 -11 i 2 -11 i WEBS 0 o- 0 0 o e o D =22 0/0 HALF 3-11 10 @ 2 -0 3 -11 PANELS 1 -0 3/4 1 -0 3/4 WORKLEN +4" = 29 -11 1/2 22K360/188 CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2.00X2 00X0.175 TCXR = 0— 0 0/0 LSEAT L 2X2X0 137 RSEAT L 2X2X0.137 BCXL = 0— 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.175 BCXR = 0— 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.2X.315 BR 1 L 1.25X1.25X0.111 2.0X.111 2DL 1 L 1.00X1.00X0 109 2.0X.109 7R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1 50X0.138 3.0X.138 V5 1 L 1.00X1.00X0.109 2.0X.109 4 1 L 1.25X1.25X0.111 4.2X.111 6R 1 L 1.00XI.00X0.109 2.0X.109 V2 1 L 1 00X1 00X0 109 2.0X.109 5R 1 L 1.50X1.50X0.115 2.5X.115 5 1 L 1.50X1.50X0.138 2.7X 138 V6 1 L 1.00X1.00X0.109 2.0X.109 6 1 L 1.00X1 00X0.109 2 7X.109 12T1 2B L 1.00X1.00X0.109 2.5X.109 V3 1 L 1 00X1.00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.138 4.5X.138 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1 50X1.50X0.170 3.0X.170 8 1 L 1 OOXI.00X0.109 2.0X.109 2DR 1 L 1.00X1.00X0.109 2.0X.109 V4 1 L 1.00X1 00X0.109 2.0X.109 2R 1 15/16 ROUND 3.9X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN IC L UNIFORM 360/ 188 240 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 TC V CONC 2.30/0.00 K 23— 9 3/4 ADDLOAD 1.0/0.0 (PPS: TC =16, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J17 S80 -04- 0758 -01 LIST 9 WASHINGTON SQUARE MALL THU, 24— MAR -2005 15: 00: 41 VERT REPL 1 3 -1 1 1 3 -1 1 WEBS a t 2 J O 9 N 4') 6 m '1 6 v 0 P �q in coP S, cn a Q. e 2P T D =22 0/0 HALF 4 -1 10 @ 2 -0 4 -1 PANELS 0 -10 3 /4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2.00X2.00X0.187 TCXR = 0— 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0— 6 0/0 BOTTOM CHORD 2 L 2.00X2 00X0 187 BCXR = 0— 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.8X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 8R 1 L 1.00X1.00X0.109 2.0X.109 3 1 L 1.50X1.50X0.138 3.4X.138 7R 1 L 1.50X1.50X0.115 2.2X.115 4 1 L 1.50X1 50X0.138 4.1X 138 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 3.1X.109 5 1 L 1.50X1.50X0.170 2.8X.170 5R 1 L 1.50X1.50X0.138 3.0X.138 6 1 L 1 00X1.00X0.109 3.7X.109 V6 1 L 1 00X1.00X0.109 2.0X.109 V3 1 L 1.25X1.25X0.111 2.5X.111 4R 1 L 1.25X1.25X0.111 4.5X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.138 3.0X.138 8 1 L 1.25X1.25X0 111 2.0X.111 2DR 1 L 1. 00X1. 00X0.109 2.0X.109 2R 1 15/16 ROUND 3.5X.315 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 MAIN TC UNIFORM 360/ 188 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 TC V CONC 2.30/0.00 K 10 - 11 3/4 ADDLOAD 1 0 /0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC =0.5/0 0 MARK: J19 S80 -04 0758 -01 LIST 9 WASHINGTON SQUARE MALL THU, 24— MAR -2005 15: 00: 41 TC 6 -1 3/4 EXTRA I VE 2 -11 2 -11 REPL I i I I WEBS t 2 `t:, v > h 6 m 1 6 , �P - q > 6 P 49 ti pP 4z- 2 �P t BCXL BCXR D =22 0/0 HALF 3 -11 10 @ 2 -0 3 -11 PANELS 1 -0 3/4 1 -0 3/4 WORKLEN +4" = 29 -11 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.187 TCXR = 0- 0 0/0 LSEAT L 2.00X2 00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 5 1/4 BOTTOM CHORD 2 L 2.00X2.00X0.187 BCXR = 3- 5 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.5X.315 8R 1 L 1.50X1.50X0.115 2.0X.115 2DL 1 L 1.00XI.00X0.109 2.0X.109 7R 1 L 1.50X1.50X0.115 2.0X.115 3 1 L 1.50X1.50X0.138 3.2X.138 V5 1 L 1.00X1.00X0.109 2.0X.109 4 1 L 1.25X1.25X0.111 4.5X.111 6R 1 L 1.00X1.00X0.109 2.1X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 5R 1 L 1.50X1.50X0.115 2.7X.115 5 1 L 1.50X1.50X0.138 2.9X.138 V6 1 L 1.00X1.00X0.109 2.0X.109 6 1 L 1.00XI.00X0.109 2.9X.109 12T1 2B L 1 00X1.00X0.109 2.5X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.138 4.7X.138 7 1 L 1.50X1 50X0.115 2 OX 115 3R 1 L 1.50X1.50X0.170 3.2X.170 8 1 L 1 00X1 00X0.109 2.1X.109 2DR 1 L 1.00X1.00X0.109 2.0X.109 V4 1 L 1.00XI.00X0.109 2.0X.109 2R 1 1 ROUND 4.OX.325 DESIGN REQUIREMENTS DEFL LI MITS L R 240 MAIN TC UNIFORM 400/ 188 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 TC V CONC 2.30/0 00 K 23- 9 3/4 ADDLOAD 1.0/0 0 (PPS' TC =16, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J20 S80 -04- 0758 -01 LIST 9 WASHINGTON SQUARE MALL THU, 24- MAR -2005 15: 00: 41 • VERT 3 -1 3 -1 3/4 REPL I 1 1 1 WEBS TCXR P B B B B ' O 9 N 6 m 1 B • a 0 P �q c S q fl pe e 2 P T BCXL BCXR D =22 0/0 HALF 4-1 10 @ 2 -0 4 -1 PANELS 0 -10 3/8 0 -10 3/8 WORKLEN +4" = 29 -10 3/4 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0 0 0/0 TOP CHORD 2 L 2.00X2.00X0.200 TCXR = 0 0 3/4 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 7 1/4 BOTTOM CHORD 2 L 2.00X2.00X0.200 BCXR = 3- 8 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 4 OX 325 V4 1 L 1 OOX1.00X0.109 2.0X.109 2DL 1 L 1 00X1 00X0 109 2.0X.109 BR 1 L 1.00X1.00X0.109 2.0X.109 3 1 L 1.50X1.50X0 170 2.9X.170 7R 1 L 1.50X1.50X0.115 2.3X.115 4 1 L 1 50X1.50X0.138 4.4X.138 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1 00X0 109 2.0X.109 6R 1 L 1.00XI.00X0.109 3.3X.109 5 1 L 1 50X1.50X0.170 3 OX 170 5R 1 L 1.50X1.50X0.170 2.6X.170 6 1 L 1 25X1 25X0 111 3 8X 111 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1 25X1 25X0.111 2.6X.111 4R 1 L 1 50X1 50X0.115 4.7X.115 7 1 L 1 25X1.25X0.111 2.0X.111 3R 1 L 1.50X1 50X0.138 3.2X.138 8 1 L 1 25X1.25X0 111 2.0X.111 2DR 1 L 1 00X1 00X0.109 2.0X.109 2R 1 15/16 ROUND 3.8X.315 DESIGN REQUIREMENTS DEFL LI MIT L R LIVE 240 MAIN TC UNIFORM 400/ 188 PLF 29 -10 3/4 UPLIFT 115 PLF 29 -10 3/4 TC V CONC 2.30/0.00 K 10 - 11 3/4 EXTR TC UNIFORM 400/ 188 PLF 0- 0 3/4 UPLIFT 115 PLF 0- 0 3/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J21 S80 -04 0758 -01 LIST 9 WASHINGTON SQUARE MALL THU, 24- MAR -2005 15. 00: 4 1 VERT 2 -9 -9 1/2 REPL 1 1 1 WEBS TCXR 2 No 6 m B v coP "":9 n 0 Sq D PQ 0 2. T 0 D =24 0/0 HALF 3 -9 10 @ 2 -0 3 -9 PANELS 1 -2 1/2 1 -2 1/2 WORKLEN +4" = 29 -11 0/0 24K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2X2X0.148 TCXR = 0- 0 1/2 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2X2X0.148 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 2.8X.304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2.0X.111 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0 138 2.8X.138 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 3.5X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2 OX.109 6R 1 L 1.00X1.00X0.109 2.2X.109 5 1 L 1.50X1.50X0 115 2.7X.115 5R 1 L 1.50X1.50X0.115 2.7X.115 6 1 L 1 00X1.00X0.109 2.2X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1 00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.5X.111 7 1 L 1.25X1.25X0 111 2 OX.111 3R 1 L 1.50X1.50X0.138 2.8X.138 8 1 L 1.25X1.25X0.111 2 OX.111 2DR 1 L 1.25X1.25X0.111 2 OX.111 2R 1 7/8 ROUND 2.8X.304 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 MAIN TC UNIFORM 360/ 188 PLF 29 -11 0/0 UPLIFT 115 PLF 29 -11 0/0 EXTR TC UNIFORM 360/ 188 PLF 0- 0 1/2 UPLIFT 115 PLF 0- 0 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK J22 880 -04 0758 -01 LIST 10 WASHINGTON SQUARE MALL THU, 24- MAR -2005 15: 02: 58 REPL r 9 1/2 — 11 1/2� WEBS TCXL TCXR 0 0 o e o 6 2 9 N 0 6 m 7V\ T D =24 0/0 HALF 3 -9 10 @ 2 -0 3 -9 PANELS 0 -11 5/8 0 -11 5/8 WORKLEN +4" = 29- 5 1/4 24K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 1/2 TOP CHORD 2 L 2X2X0.148 TCXR = 0- 2 1/2 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2X2X0.137 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 2.7X.304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1 OOX1.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.138 2.6X.138 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1. 25X1. 25X0. 111 3 5X.111 V5 1 L 1.00XI.00X0.109 2.0X.109 V2 1 L 1.00X1 00X0.109 2.OX 109 6R 1 L 1 OOX1.00X0.109 2.2X.109 5 1 L 1.50X1.50X0.115 2.7X.115 5R 1 L 1.50X1.50X0.115 2.7X.115 6 1 L 1.00XI.00X0.109 2.2X.109 V6 1 L 1.00XI.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0 109 2.OX 109 4R 1 L 1.25X1.25X0.111 3.5X.111 7 1 L 1 25X1.25X0 111 2.0X.111 3R 1 L 1.50X1.50X0.138 2.6X.138 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00XI.00X0.109 2.0X.109 2R 1 7/8 ROUND 2.7X.304 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 EXTL TC UNIFORM 360/ 188 PLF 0- 0 1/2 UPLIFT 115 PLF 0- 0 1/2 MAIN TC UNIFORM 360/ 188 PLF 29- 5 1/4 UPLIFT 115 PLF 29- 5 1/4 EXTR TC UNIFORM 360/ 188 PLF 0- 2 1/2 UPLIFT 115 PLF 0- 2 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J24 580 -04- 0758 -01 LIST 10 WASHINGTON SQUARE MALL THU, 24- MAR -2005 15: 02: 58 VERT 2 -9 p -9 1/2 REPL 1 WEBS TCXR 0 o a o 0 0 c' ` 9 N h 6 m 1 B v 0 P ->, u� �P S, t> O 2p' T o D =24 0/0 HALF 3 -9 10 @ 2 -0 3 -9 PANELS 1-2 1/2 1 2 1/2 WORKLEN +4" = 29 -11 0/0 24K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2 00X2.00X0.163 TCXR = 0— 0 1/2 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0— 6 0/0 BOTTOM CHORD 2 L 2X2X0.148 BCXR = 0— 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.0X.304 V4 1 L 1.00XI.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2.0X.111 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.170 2.5X.170 7R 1 L 1.25X1.25X0.111 2.0X.111 • 4 1 L 1.25X1 25X0 111 3.9X.111 V5 1 L 1.00XI.00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.138 2.6X.138 5R 1 L 1.50X1.50X0.138 2.6X.138 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109• V3 1 L 1.00XI.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.9X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.170 2.5X.170 8 1 L 1.25X1 25X0.111 2.0X.111 2DR 1 L 1.25X1.25X0.111 2.0X.111 2R 1 7/8 ROUND 3.0X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TO L UNIFORM 360/ 188 PLF 29 -11 0/0 UPLIFT 115 PLF 29 -11 0/0 EXTR TC UNIFORM 360/ 188 PLF 0— 0 1/2 UPLIFT 115 PLF 0— 0 1/2 ADDLOAD 1 6/0.0 (PPS: TC =15, BC-7) BENDLOAD TC =0 5/0.0 BC= 0.5/0.0 MARK. J25 S80 -04- 0758 - 01 LIST 10 WASHINGTON SQUARE MALL THU, 24— MAR -2005 15: 02: 58 • VERT REPL F 9 1/2 -11 1/2� WEBS TCXL TCXR t 9 N h 6 m /\/v' T !,,,,,/) D =24 0/0 3 -9 10 @ 2 -0 3 -9 HALF PANELS 0 -11 5/8 0 -11 5/8 WORKLEN +4" = 29- 5 1/4 24K350/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 1/2 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 2 1/2 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2X2X0.148 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.0X.304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1 25X1.25X0.111 2.0X.111 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.138 2.9X.138 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1 25X1.25X0.111 4.0X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1 00X1 00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0 138 2 6X 138 59 1 L 1.50X1.50X0.138 2.6X.138 6 1 L 1 00X1 00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0 109 2 OX 109 4R 1 L 1.25X1.25X0.111 4.0X.111 7 1 L 1 25X1.25X0.111 2 0X.111 3R 1 L 1.50X1.50X0.138 2.9X.138 8 1 L 1.25X1.25X0.111 2.0X 111 2DR 1 L 1.25X1.25X0 111 2.0X.111 2R 1 7/8 ROUND 3.OX 304 DESIGN REQUIREMENTS DEFL LIMITS L R M LIVE EXTL TOE UNIFORM 360/ 188 240 PLF 0- 0 1/2 UPLIFT 115 PLF 0- 0 1/2 MAIN TC UNIFORM 360/ 188 PLF 29- 5 1/4 UPLIFT 115 PLF 29- 5 1/4 EXTR TC UNIFORM 360/ 188 PLF 0- 2 1/2 UPLIFT 115 PLF 0- 2 1/2 ADDLOAD 1 6/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J26 S80 -04- 0758 - 01 LIST 10 WASHINGTON SQUARE MALL THU, 24- MAR -2005 15: 02' 58 VERT 3_1 3 -1 REPL 1 1 f i WEBS t 2 ` 9 N 6 6 v g P -"q in e S 9 io pQ' e 2 P T 9 D =22 0/0 HALF 4-1 10 @ 2 -0 4 -1 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K520/308 CHORD -FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.250 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.232 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 4 4X.325 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2 OX.111 BR 1 L 1.50X1.50X0.115 2.2X.115 3 1 L 1.50X1.50X0 170 3.1X.170 7R 1 L 1.50X1.50X0.115 2.2X.115 4 1 L 1.50X1.50X0.138 4.5X.138 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1 00X1.00X0.109 2 OX.109 6R 1 L 1.00X1.00X0.109 3.2X.109 5 1 L 1.50X1.50X0 170 3 OX 170 5R 1 L 1.50X1.50X0.170 3.0X.170 6 1 L 1.00X1.00X0.109 3.6X.109 V6 1 L 1.00X1.00X0.109 2 OX.109 V3 1 L 1.00X1 00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.170 4.0X.170 7 1 L 1.50X1.50X0.115 2 4X 115 3R 1 L 1.50X1.50X0.170 3.4X.170 8 1 L 1 00X1.00X0 109 2.3X.109 2DR 1 L 1 25X1 25X0.111 2.0X.111 2R 1 1 -1/16 ROUND 4.5X.336 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 MAIN TC UNIFORM 520/ 308 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0 0 (PPS. TC =15, BC =7) BENDLOAD TC =0 5/0.0 BC= 0.5/0.0 PDS DRIFT 0./ 300 PLF LENGTH 12- 0 0/0 STARTS 12- 0 0/0 MARK* J28 880 -04- 0758 - 01 LIST 11 WASHINGTON SQUARE MALL THU, 24- MAR -2005 15: 05: 01 VERT REPL1 2 -2 1 1 2 -0 1 WEBS TCXL C �O 9 N h 6 m -9' S v pP O' Z P D =22 0/0 HALF 3 -0 6 @ 2 -0 3 -0 PANELS 1 -0 3/4 1 -0 5/8 WORKLEN +4" = 20- 1 3/8 22K500/328 CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0- 2 0/0 TOP CHORD 2 L 2X2X0.137 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0 6 0/0 BOTTOM CHORD 2 L 1.50X1.50X0.170 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 2.8X.304 V3 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2.0X.111 6R 1 L 1.00X1.00X0.109 2.0X.109 3 1 L 1.50X1.50X0.138 2,.8X.138 5R 1 L 1.50X1.50X0.115 2.2X.115 4 1 L 1.00X1 00X0.109 3.2X.109 V4 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.00X1.00X0.109 3.3X.109 5 1 L 1.50X1.50X0.115 2.0X.115 3R 1 L 1.50X1.50X0.138 2.6X.138 6 1 L 1 25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 7/8 ROUND 2.5X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL IC L UNIFORM 500/ 328 240 PLF 0- 2 0/0 UPLIFT 190 PLF 0- 2 0/0 MAIN TC UNIFORM 500/ 328 PLF 20- 1 3/8 UPLIFT 190 PLF 20- 1 3/8 ADDLOAD 1 0 /0.0 (PPS' TC =11, BC =5) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 NEG DRIFT 300./ O.PLF LENGTH 12- 0 0/0 STARTS 0- 0 0/0 MARK' J29 S80 -04- 0758 - 01 LIST 11 WASHINGTON SQUARE MALL THU, 24 -MAR -2005 15. 05: 01 TC 4 -10 EXTRA F I I fE l p_ - 1/, REPL WEBS d 9 h 0 0 0 Q 9 0Q S 9 , 9 2 BCXL BCXR D =30 0/0 HALF 3 -0 13 @ 1 -10 1/2 PANELS 1 -0 3/4 3 -8 3/4 WORKLEN +4" = 32- 2 0/0 30G4NSP CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3.50X3.50X0.375 TCXR = 0- 0 0/0 LSEAT L 3.50X3.50X0 375 RSEAT L 3.50X3.50X0.375 BCXL = 2- 7 1/4 BOTTOM CHORD 2 L 3.50X3.50X0.287 BCXR = 3- 2 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2 50X2 50X0.250 17 6X 187 9 1 L 2.00X2.00X0.163 4.1X.163 2DL 1 L 2X2X0.137 3.7X.137 9R 2B L 1.50X1.50X0.138 5.8X.138 3 2B L 2.00X2.DOX0.163 11.3X.163 V5 2B L 1.50X1.50X0.138 7.8X.138 G 4 2B L 2 00X2.00X0 163 13.2X 163 8R 2B L 1.50X1.50X0.138 6.3X.138 3T1 2B L 1.50X1 50X0.138 4.1X.138 G 7R 2B L 1.50X1.50X0.138 6.4X.138 V2 2B L 1.50X1.50X0.138 4.4X.138 G V6 1 L 1.50X1.50X0.138 2.0X.138 5 2B L 2 00X2.00X0.163 9.9X.163 6R 2B L 1.50X1.50X0.138 6.4X.138 6 2B L 1.50X1 50X0.133 11.6X.138 5R 2B L 1.50X1.50X0.138 6.5X.138 V3 1 L 2 00X2.00X0.187 4.7X.187 V7 2B L 1.50X1.50X0.138 7.8X.138 G 7 1 L 2 OOX2.00X0.163 4.1X.163 4R 2B L 2.00X2.00X0.187 11.8X.187 8 1 L 1.50X1.50X0.170 4.0X.170 3R 2B L 2.00X2.00X0.187 11.9X.187 V4 1 L 1.50X1 50X0.138 2.0X.138 V8 1 L 1.50X1.50X0.138 2.0X.138 2R 2B L 2.50X2.50X0.250 16.9X.187 MARK: G1A 880 -04- 0758 -01 LIST 13 WASHINGTON SQUARE MALL THU, 24- MAR -2005 16: 30: 23 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN LI UPLIFT 450 PLF 240 2 0/0 TC V CONC 6 00/3.10 K 2 2 1/4 4 -10 0/0 12.00/6 20 K 9- 8 1/4 15 00/7.80 K 17- 2 1/4 24- 8 1/4 ADDLOAD 1.0/0 0 (PPS: TC =18, BC=8) BENDLOAD TC =0 5/0 0 BC= 0.5/0.0 MARK G1A S80 -04- 0758 - 01 LIST 13 WASHINGTON SQUARE MALL THU, 24 -MAR -2005 16: 30: 23 TCXL t N 6 m co S,9 v n c ',) v h PQ , ' ZP BCXL BCXR 0 =30 0/0 HALF 3 -0 1 -0 3/4 PANELS 7 @ 1-10 1/2 3 -0 WORKLEN +4" = 20- 2 1/4 30G3N10.8/5.6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 2.50X2.50X0.230 TCXR = 0- 0 0/0 LSEAT L 3 00X2 00X0 250 RSEAT L 3 00X2.00X0 250 BCXL = 3- 2 0/0 BOTTOM CHORD 2 L 2.50X2 50X0.197 BCXR = 2- 4 1/4 WEB OTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 2B L 1 50X1.50X0.170 8.6X.170 V3 1 L 1.50X1.50X0.138 2.0X.138 V1 1 L 1.50X1.50X0.138 2.9X.138 6R 1 L 1.50X1.50X0.138 2.3X.138 3 2B L 1.50X1 50X0.170 7.0X.170 5R 1 L 1.50X1.50X0.170 2.0X.170 4 2B L 1.50X1.50X0.170 6.9X.170 V4 1 L 2.00X2.00X0.163 4.9X.163 V2 28 L 1.50X1.50X0.138 7.5X.138 G 4R 2B L 1.50X1.50X0.138 8.4X.138 5 2B L 1.50X1.50X0 138 5.8X.138 3R 2B L 1.50X1.50X0.138 7.2X.138 6 1 L 1.50X1.50X0.170 2.0X.170 V5 1 L 1.50X1.50X0.138 2.0X.138 2R 2B L 1.50X1.50X0.170 9.0X.170 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL LIVE UPLIFT 765 PLF 240 0- 2 0/0 MAIN UPLIFT 765 PLF 20- 2 1/4 TC V CONC 3.60/0.00 K 6- 9 0/0 10.80/5.60 K 6- 9 0/0 14- 3 0/0 ADDLOAD 1 0 /0.0 (PPS' TC =11, BC =5) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 AXIAL (TC) ±7 0 K MARK. G2A S80 -04- 0758 -01 LIST 13 WASHINGTON SQUARE MALL THU, 24- MAR -2005 16: 30: 23 • TCXL N 6 m '\ - q v e 6 in n v 7 pP 0 9 Z P BCXL BCXR D =30 0/0 HALF 3 -0 6 @ 2 -6 3 -0 PANELS 1-2 1 -11 3/4 WORKLEN +4" = 29- 1 3/4 30G4N10.8/5.6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 3.00X3 00X0.281 TCXR = 0- 0 0/0 LSEAT L 3.00X3. 00X0. 281 RSEAT L 3 00X3.00X0.281 BCXL = 3- 2 0/0 BOTTOM CHORD 2 L 3.00X3.00X0 227 BCXR = 2- 5 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 28 L 2 50X2.50X0 250 12.8X 187 7R 1 L 2.00X2.00X0.187 3.3X.187 V1 1 L 1 50X1.50X0 138 2 OX.138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 2X2X0.137 11.3X.137 6R 1 L 1.50X1.50X0.170 3.7X.170 4 2B L.2 OOX2.00X0.163 12.3X.163 5R 1 L 2.00X2.00X0.187 3.4X.187 V2 2B L 1 50X1.50X0.138 7.5X 138 G V5 1 L 2.00X2.00X0.163 4.9X.163 5 2B L 1.50X1.50X0.138 4.2X.138 4R 2B L 1.50X1.50X0.170 10.1X.170 6 1 L 2X2X0.137 4.1X.137 3R 2B L 2.00X2.00X0.163 9.5X.163 V3 1 L 1 50X1.50X0.138 2 OX.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2 00X2.00X0.163 3.4X.163 2R 2B L 2.0OX2.00X0.163 11.5X.163 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL LIUP 240 LIFT 750 PLF 0- 2 0/0 MAIN UPLIFT 750 PLF 29- 1 3/4 TC V CONC 3.60/0.00 K 6- 8 0/0 10.80/5.60 K 6- 8 0/0 14- 2 0/0 21- 8 0/0 ADDLOAD 1 0 /0.0 (PPS: TC =13, BC =6) BENDLOAD TC =O 5/0.0 BC= 0.5/0.0 MARK. G3A S80 -04- 0758 -01 LIST 13 WASHINGTON SQUARE MALL THU, 24- MAR - 2005 16: 30: 23 TCXL 0 0 0 0 0 0 0 0 0 0 cv 0 6 m 1 �q > e 6 in PP T c� v `�q Z BCXL a a BCXR D =30 0/0 HALF 3 -0 B @ 2 -6 3 -0 PANELS 1-5 1 -11 3/4 WORKLEN +4" = 29- 4 3/4 3034N5.4/2 8K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 2.50X2.50X0.197 TCXR = 0- 0 0/0 LSEAT L 3.00X2.00X0.250 RSEAT L 3.00X2.00X0.250 BCXL = 3- 2 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.213 BCXR = 2- 5 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1.50X1.50X0.170 6.6X.170 7R 1 L 2X2X0.137 2.5X.137 V1 1 L 1.50X1 50X0.138 2.0X.138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 1 50X1 50X0.138 6.1X.138 6R 1 L 1. 50X1. 50X0.138 2.5X.138 4 2B L 1.50X1. 50X0.138 7.4X.138 5R 1 L 2X2X0.137 2.6X.137 V2 1 L 2X2X0.137 4.1X.137 V5 1 L 1.50X1.50X0.170 2.6X.170 5 1 L 2X2X0.137 2 3X.137 4R 1 L 2.00X2.00X0.187 4.8X.187 6 1 L 1.50X1 50X0.138 2.2X 138 3R 2B L 1.50X1 50X0.138 5.9X.138 V3 1 L 1 50X1.50X0.138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2X2X0.137 2.1X.137 2R 2B L 1 50X1.50X0.138 7.2X.138 DESIGN REQUIREMENTS DEFL LIMITS L R 240 EXTL UPLIFT 450 PLF 0- 2 0/0 MAIN UPLIFT 450 PLF 29- 4 3/4 TC V CONC 1.80/0.00 K 6 -11 0/0 5.40/2.80 K 6 -11 0/0 14- 5 0/0 21 -11 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC =0 5/0 0 BC= 0.5/0.0 MARK: G4A S80 - 04- 0758 -01 LIST 13 WASHINGTON SQUARE MALL THU, 24- MAR -2005 16: 30: 23 TCXL > > > > � > � p P 99 > m !>(/'//i J ° 6 1 0 9 e S,9 c•Q, v,9 BCXL BCXR D =30 0/0 HALF 3 -0 15 @ 1 -9 PANELS 1 -4 3 -6 3/4 WORKLEN +4 = 34- 1 3/4 30G5N12.0/6.2K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 4.00X4.00X0.438 TCXR = 0- 0 0/0 LSEAT L 3 50X3.50X0.375 RSEAT FLT 1/2 X 8 BCXL = 3- 2 0/0 BOTTOM CHORD 2 L 3.50X3.50X0.287 BCXR = 2 -11 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 28 L 2.50X2 50X0 250 14.9X.187 V5 1 L 1. 50X1. 50X0.138 2.0X.138 V1 1 L 1.50X1.50X0.138 2.0X.138 1OR 1 L 2X2X0.137 4.1X.137 3 2B L 2.00X2.00X0 187 10.8X.187 OR 1 L 1.50X1.50X0.138 4.0X.138 4 2B L 2.00X2.00X0.163 13.4X.163 V6 1 L 2.00X2.00X0.187 4.7X.187 V2 1 L 2.00X2.00X0 187 4.7X.187 8R 2B L 1.50X1.50X0.138 7.3X.138 5 2B L 1.50X1.50X0.170 6.9X.170 7R 2B L 1.50X1.50X0.138 7.5X.138 6 2B L 1 50X1.50X0.138 8.4X.138 V7 1 L 1.50X1.50X0.138 2.0X.138 V3 1 L 1.50X1.50X0.138 2.0X.138 6R 2B L 1.50X1.50X0.138 7.6X.138 7 2B L 1.50X1 50X0.170 6.7X.170 5R 2B L 1.50X1.50X0.138 7.5X.138 8 2B L 1.50X1.50X0 138 8 3X 138 V8 1 L 2.00X2 00X0.187 4.7X.187 V4 1 L 2.00X2.00X0.187 4.7X.187 4R 28 L 2.00X2.00X0.163 12.6X.163 9 1 L 2X2X0.137 4.1X.137 3R 2B L 2.00X2 00X0.187 11.2X.187 10 1 L 1.50X1.50X0.138 4 OX 138 V9 1 L 1.50X1.50X0.138 2.0X.138 2R 2B L 2.00X2.00X0.213 15.8X.187 DESIGN REQUIREMENTS DEFL LIMITS L R 240 EXTL UPLIFT 450 PLF 0- 2 0/0 MAIN UPLIFT 450 PLF 34- 1 3/4 IC V CONC 12 00/6.20 K 6- 1 0/0 13- 1 1/4 20- 1 1/2 27- 1 3/4 ADDLOAD 1.0/0 0 (PPS: TC =19, BC =9) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 AXIAL (TC) ±35 0 K MARK: GSA S80 -04- 0758 -01 LIST 13 WASHINGTON SQUARE MALL THU, 24- MAR -2005 16: 30: 23 EXTRAI -��/4 1 -3 WEBS 3 -8 3/4 '� _ N m '1 � q v e in ✓ w ,`" T ^) v h 6 6 9 C. .i• 2P BCXL BCXR 0 =30 0/0 HALF 3 -0 I I 9@ 2 -4 1/8 PANELS 1 -5 3/8 3 -5 1/2 WORKLEN +4" = 29- 0 0/0 30G4NSP CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3.50X3.50X0.313 TCXR = 0- 0 0/0 LSEAT L 3.50X3. 50X0. 313 RSEAT L 3.50X3.50X0.313 BCXL = 2- 6 1/4 BOTTOM CHORD 2 L 3.00X3 00X0.281 BCXR = 2 9 3/4 WEB OTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2. 50X2. 50X0.250 16.1X.187 7R 1 L 2.00X2.00X0.187 3.7X.187 1T1 1 L 2X2X0 137 4.1X.137 V4 1 L 1.50X1 50X0.170 2.7X.170 V1 1 L 1.50X1.50X0.138 2 OX 138 6R 1 L 2 00X2.00X0.187 4.4X.187 3 2B L 2 00X2.00X0.163 10.9X.163 5R 2B L 1.50X1.50X0.138 6.8X.138 4 2B L 2 00X2.00X0.187 11.4X.187 V5 1 L 1.50X1.50X0.170 2.7X.170 V2 1 L 2.00X2 00X0.187 4.7X.187 4R 2B L 1.50X1.50X0.138 10.8X.138 5 2B L 1 50X1.50X0.170 5.7X.170 3R 2B L 2.00X2.00X0.163 9.3X.163 6 2B L 1.50X1.50X0.138 7.0X.138 11T1 2B L 1.50X1 50X0.138 4.4X.138 G V3 1 L 1.50X1.50X0 170 2.8X.170 V6 2B L 1 50X1.50X0 138 4.3X.138 G 7 1 L 2.00X2.00X0 187 3.7X.187 12T1 2B L 1 50X1 50X0.138 4.5X.138 G 2R 2B L 2.50X2.50X0.250 17.5X.187 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN LI UPLIFT 450 PLF 240 0 0/0 TC V CONC 6.00/3.10 K 1- 6 1/4 11- 8 0/0 13 - 10 0/0 16- 6 1/4 20 -10 1/4 27 -10 1/2 12.00/6.20 K 6- 9 3/4 6.50/3.40 K 24- 0 1/4 ADDLOAD 1 0 /0.0 (PPS TC =16, BC =6) BENDLOAD TC =O 5/0.0 BC= 0.5/0.0 MARK: GSA S80 -04- 0758 -01 LIST 14 WASHINGTON SQUARE MALL THU, 24- MAR -2005 17 04: 51 TCXL Cu h 6 m 1 .> v e 6 9 uc) n) 9 pP oq ZP BCXL BCXR 0 =30 0/0 HALF 3 -0 8 @ 2 -6 3 -0 PANELS 1 -5 1 -11 3/4 WORKLEN +4" = 29- 4 3/4 30G4N12.0/6.2K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 3.50X3.50X0.344 TCXR = 0- 0 0/0 LSEAT L 3.50X3. 50X0. 344 RSEAT L 3.50X3.50X0.344 BCXL = 3- 2 0/0 BOTTOM CHORD 2 L 3.00X3 00X0.250 BCXR = 2- 5 1/4 WEB OTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2.00X2.00X0.187 11.1X.187 7R 1 L 2.00X2.00X0.187 3.2X.187 V1 1 L 1 50X1 50X0.138 2.0X.138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 2X2X0.137 11.2X.137 6R 1 L 1.50X1.50X0.138 4.5X.138 4 2B L 1.50X1.50X0.170 11.2X.170 5R 1 L 2.00X2.00X0.187 3.4X.187 V2 1 L 2.00X2 00X0.187 4.7X.187 V5 1 L 2.00X2.00X0.187 4.7X.187 5 1 L 2.00X2 00X0 213 3.8X.187 4R 2B L 1.50X1.50X0.170 10.8X.170 6 1 L 1.50X1 50X0.170 4.1X.170 3R 2B L 2.00X2.00X0.163 10.2X.163 V3 1 L 1 50X1.50X0.138 2.0X 138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2 00X2.00X0 213 3.6X.187 2R 28 L 2.00X2.00X0 163 12 3X 163 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL LIUP 240 LIFT 450 PLF 0- 2 0/0 MAIN UPLIFT 450 PLF 29- 4 3/4 TC V CONC 12.00/6.20 K 6 -11 0/0 14- 5 0/0 21 -11 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 AXIAL (TC) ±35 0 K MARK. G7A S80 -04- 0758 - 01 LIST 14 WASHINGTON SQUARE MALL THU, 24- MAR -2005 17: 04: 51 5 -2 3/8 EXTRA 1 1 WEBS TCXR J N 6 m A >9 v e S9 in e " ' 9 co T 9 2P BCXL BCXR D =24 0/0 HALF 2 -6 9 @ 1 -9 1/2 PANELS 1 -0 3/4 3 -11 3/4 WORKLEN +4" = 23- 8 0/0 24G4NSP CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 ' TOP CHORD 2 L 3.50X3.50X0.313 TCXR = 0 6 0/0 LSEAT L 3.50X3. 50X0. 313 RSEAT L 3.50X3 50X0.313 BCXL = 2- 0 1/4 BOTTOM CHORD 2 L 3 00X3.00X0.227 BCXR = 4- 4 1/2 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1.50X1 50X0.170 9.7X.170 7R 1 L 1.50X1.50X0.138 3.4X.138 V1 1 L 1.50X1 50X0 138 2 OX.138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 1.50X1.0X0 138 8 5X 138 6R 1 L 2X2X0 137 3.4X.137 4 2B L 1.50X1 50X0.138 10.1X.138 5R 1 L 2.00X2.00X0.187 4.2X.187 V2 1 L 1.50X1 50X0.138 2.0X.138 V5 1 L 1.50X1.50X0.138 2.0X.138 5 2B L 1.50X1.50X0 170 8.2X.170 4R 1 L 2.00X2.00X0.187 4.3X.187 6 1 L 1.50X1 50X0 138 3.4X.138 3R 1 L 2.00X2.00X0.213 4 3X.187 V3 1 L 1.50X1.50X0.138 2.0X.138 111 1 L 2.00X2.00X0.187 4.6X.187 7 1 L 2X2X0 137 3.4X.137 V6 1 L 1.50X1.50X0.138 2 OX.138 2R 2B L 2.00X2.00X0.213 16.1X.187 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 MAIN UPLIFT 450 PLF 23- 8 0/0 TC V CONC 10.80/5.60 K 7- 1 3/4 14- 3 5/8 18 -11 5/8 EXTR UPLIFT 450 PLF 0- 6 0/0 ADDLOAD 1.0/0.0 (PPS: TC =14, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 AXIAL (1-C) ±35 0 K MARK. G8A S80 -04- 0758 - 01 LIST 14 WASHINGTON SQUARE MALL THU, 24- MAR -2005 17' 04: 51 EXTRA 1 9 -11 3/4 1 7 -0 3/4 1 4 -9 1/212 -2 12 -7 4 -2 1/4 REPL i5 3/4 WEBS c o 0 0 0 0 o 0 o 0 0 0 0 — o .0 0 0 0 A 0 0 0 0 0 TCXR tNNN! M n c.D ", 7 ' 0 ' \ 6 ;' (%) ' ., ' e - e 6 .= s- 9 \ 2 BCXL BCXR D =30 0/0 HALF 3 -5 3/4 3 -6 PANELS 16 @ 2 -4 1/2 WORKLEN +4" = 44 -11 3/4 30G6NSP CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 4.00X4.00X0.500 TCXR = 0- 1 1/4 LSEAT FLT 1/2 X 8 RSEAT FLT 1/2 X 8 BCXL = 3- 0 0/0 BOTTOM CHORD 2 L 4 00X4 00X0 500 BCXR = 3- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 3 00X3 00X0.281 21.2X.218 1OR 2B L 1.50X1.50X0.138 6.9X.138 2DL 1 L 2X2X0 137 4 1X.137 9R 2B L 1.50X1.50X0.138 6.9X.138 3 2B L 2 50X2.50X0.250 16 8X.187 V6 1 L 1.50X1.50X0.138 2.0X.138 4 2B L 2.00X2.00X0.163 15 6X.163 BR 28 L 1.50X1.50X0.138 6.9X.138 V2 2B L 1.50X1.50X0.138 4.4X.138 G 7R 2B L 1.50X1.50X0.170 5.7X.170 4T1 28 L 1.50X1 50X0.138 4.6X.138 G 13T1 2B L 1.50X1.50X0.138 6.0X.138 G 5 2B L 2.00X2.00X0.187 10.2X.187 V7 2B L 1. 50X1. 50X0.138 4.4X.138 G 6 28 L 1.50X1 50X0.170 11.0X.170 6R 28 L 2X2X0.137 14.9X.137 V3 1 L 1.50X1.50X0.138 3.1X.138 5R 2B L 2.00X2.00X0.187 11.0X.187 7 28 L 2X2X0 137 9.9X.137 15T1 2B L 1.50X1.50X0.138 4.3X.138 G 8 28 L 1 50X1.50X0.138 9.0X.138 V8 2B L 1.50X1.50X0.138 4.4X.138 G V4 1 L 1.50X1 50X0.138 3.0X.138 16T1 2B L 1.50X1.50X0.138 3.9X.138 G 9 28 L 1.50X1.50X0.138 6.9X.138 4R 2B L 2 50X2.50X0.250 16.7X.187 10 2B L 1 50X1.50X0.138 6.9X.138 3R 28 L 2.50X2.50X0.250 16.7X.187 V5 2B L 1.50X1.50X0.138 4.4X.138 G 17T1 1 L 1.50X1.50X0.170 2.6X.170 10T1 2B L 1 50X1 50X0 138 4.3X.138 G V9 1 L 1.50X1.50X0.138 2.0X.138 2R 2B L 2.50X2.50X0.250 24 OX.187 MARK. G9A S80 -04- 0758 - 01 LIST 14 WASHINGTON SQUARE MALL THU, 24- MAR -2005 17 04•51 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN LIVE UPLIFT 450 PLF 24 44 -11 3/4 TC V CONC 6.50/3.40 K 2- 5 3/4 9 -11 3/4 6.00/3.10 K 5 -10 1/4 5.40/2.80 K 12 -11 3/4 17- 3 3/4 20- 1 1/4 24- 3 3/4 24- 9 1/4 36- 1 3/4 38- 3 3/4 40 -10 3/4 10.80/5.60 K 31- 4 1/4 EXTR UPLIFT 450 PLF 0- 1 1/4 ADDLOAD 1.0/0.0 (PPS: TC =25, BC =9) BENDLOAD TC =0 5/0 0 BC= 0.5/0.0 MARK: GSA S80 -04- 0758 -01 LIST 14 WASHINGTON SQUARE MALL THU, 24- MAR -2005 17: 04 51 TCXR t,; > > T 0 ) 7 0 > COQ' 'C 'S ' LO m m T (5 h 0 '\ 0Q �Q S9 PQ '9 ZP BCXL BCXR D =30 on HALF 3 - 3/4 3 -3 PANELS 16 @ 1 -9 WORKLEN +4" = 35- 0 3/4 30G5N10.8/5.6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3 50X3.50X0.313 TCXR = 0- 1 1/4 LSEAT L 3 50X3 50X0.313 RSEAT L 3.50X3.50X0.313 BCXL = 3- 5 0/0 BOTTOM CHORD 2 L 3.00X3.00X0.313 BCXR = 3- 3 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2.50X2.50X0.250 15.1X.187 V5 1 L 1.50X1.50X0.138 2.0X.138 V1 1 L 1 50X1.50X0.138 2.0X.138 1OR 1 L 2X2X0.137 3.6X.137 3 2B L 2 00X2.00X0 187 10.1X.187 OR 1 L 2X2X0.137 3.6X.137 4 28 L 2.00X2 00X0.187 10.1X.187 V6 1 L 2.00X2.00X0.163 4.9X.163 V2 1 L 2 00X2.00X0.163 4.9X.163 8R 2B L 1.50X1.50X0.138 7.3X.138 5 2B L 1.50X1.50X0 138 7.0X.138 7R 2B L 1.50X1.50X0,138 7.3X.138 6 2B L 1.50X1 50X0 138 6.9X.138 V7 1 L 1.50X1.50X0.138 2.0X.138 V3 1 L 1.50X1.50X0.138 2.0X.138 6R 2B L 1.50X1.50X0.138 7.4X.138 7 2B L 1.50X1.50X0.138 6 9X 138 5R 2B L 1.50X1.50X0.138 7.5X.138 8 2B L 1 50X1.50X0.138 6.8X.138 V8 1 L 2.00X2 00X0.163 4.9X.163 V4 1 L 2.00X2.00X0.163 4.9X.163 4R 2B L 2.00X2.00X0.187 10.4X.187 9 1 L 2X2X0.137 3.6X.137 3R 2B L 2.00X2.00X0.187 10.5X.187 10 1 L 2X2X0.137 3.6X.137 V9 1 L 1.50X1.50X0.138 2.0X.138 2R 2B L 2.50X2.50X0.250 13.9X.187 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 MAIN UPLIFT 450 PLF 35- 0 3/4 TC V CONC 10.80/5.60 K 7- 3 3/4 14- 3 3/4 21- 3 3/4 28- 3 3/4 EXTR UPLIFT 450 PLF 0- 1 1/4 ADDLOAD 1.0/0.0 (PPS: TC =19, BC =9) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 • MARK: G1OA S80 -04- 0758 -01 LIST 14 WASHINGTON SQUARE MALL THU, 24- MAR -2005 17: 04: 51 TCXR c ' n � 9 h 6 A 0 e 9 e S9 PQ " Z Q' BCXL BCXR D =30 0/0 HALF 3 -9 3/4 3 -4 PANELS 16 @ 1-9 WORKLEN +4 = 35- 1 3/4 30G5N10.8/5.6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 4.00X4.00X0.375 TCXR = 0- 1 1/4 LSEAT ELT 1/2 X 8 RSEAT FLT 1/2 X 8 BCXL = 3- 5 0/0 BOTTOM CHORD 2 L 3.00X3.00X0.313 BCXR = 3- 4 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 26 L 2.50X2.50X0.250 15.2X.187 V5 1 L 1.50X1.50X0,138 2.0X.138 V1 1 L 1.50X1.50X0.138 2.0X.138 1OR 1 L 2X2X0.137 3.6X.137 3 2B L 2.00X2.00X0 187 10.2X.187 9R 1 L 2X2X0.137 3.6X.137 4 2B L 1.50X1.50X0.170 11.2X 170 V6 1 L 2.00X2.00X0.163 4.9X.163 V2 1 L 2.00X2.00X0.163 4.9X.163 8R 28 L 1.50X1.50X0.138 7.2X.138 5 28 L 1.50X1.50X0.138 7.1X.138 7R 2B L 1.50X1.50X0.138 7.3X.138 6 2B L 1.50X1.50X0.138 7.0X.138 V7 1 L 1.50X1.50X0.138 2.0X.138 V3 1 L 1 50X1.50X0.138 2.0X.138 6R 2B L 1.50X1.50X0.138 7.4X.138 7 2B L 1.50X1.50X0.138 6 9X.138 5R 2B L 1.50X1.50X0.138 7.5X.138 8 2B L 1.50X1.50X0.138 6.9X.138 V8 1 L 2.00X2.00X0.163 4.9X.163 V4 1 L 2 OOX2.00X0.163 4.9X.163 4R 2B L 2.00X2.00X0.187 10.4X.187 9 1 L 2X2X0.137 3.6X.137 3R 2B L 2.00X2.00X0.187 10.5X.187 10 1 L 2X2X0.137 3.6X.137 V9 1 L 1.50X1.50X0.138 2.0X.138 2R 2B L 2.50X2 50X0.250 14.2X.187 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN LIUP 240 LIFT 450 PLF 35- 1 3/4 TC V CONC 10.80/5.60 K 7- 3 3/4 14- 3 3/4 21- 3 3/4 28- 3 3/4 EXTR UPLIFT 450 PLF 0- 1 1/4 ADDLOAD 1.0/0.0 (PPS: TC =19, BC =9) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 AXIAL (TC) ±35.0 K MARK: G11A S80 -04- 0758 -01 LIST 15 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 08: 44: 13 TCXR cv m v o T in O Q 9 N m rn ' ') 9 (9 0 '\ 0 e 1 �Q. S9 p u) 9 2� BCXL BCXR 0 =30 0/0 HALF 3 -9 3/4 3 -4 PANELS 15 @ 1-9 WORKLEN +4" = 35- 1 3/4 30G5N10.8/5.6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3 50X3.50X0.313 TCXR = 0 1 1/4 LSEAT L 3.50X3.50X0.313 RSEAT L 3.50X3.50X0.313 BCXL = 3- 5 0/0 BOTTOM CHORD 2 L 3.00X3.00X0.313 BCXR = 3- 4 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2.50X2.50X0.250 15.1X.187 V5 1 L 1.50X1.50X0.138 2.0X.138 V1 1 L 1.50X1.50X0.138 2.0X.138 1OR 1 L 2X2X0.137 3.6X.137 3 2B L 2.00X2.00X0.187 10.1X.187 9R 1 L 2X2X0.137 3.6X.137 4 28 L 2.00X2.00X0.187 10.1X.187 V6 1 L 2.00X2.00X0.163 4.9X.163 V2 1 L 2.00X2.00X0.163 4.9X.163 8R 2B L 1.50X1.50X0.138 7.2X.138 5 2B L 1 50X1.50X0.138 7.0X.138 7R 2B L 1.50X1.50X0.138 7.3X.138 6 2B L 1.50X1.50X0.138 7.0X.138 V7 1 L 1.50X1.50X0.138 2.0X.138 V3 1 L 1.50X1.50X0.138 2.0X.138 6R 28 L 1.50X1.50X0.138 7.4X.138 7 2B L 1 50X1.50X0.138 6.9X 138 5R 2B L 1.50X1.50X0.138 7.4X.138 8 2B L 1.50X1.50X0.138 6.8X.138 V8 1 L 2.00X2.00X0.163 4.9X.163 V4 1 L 2.00X2 00X0.163 4.9X.163 4R 2B L 2.00X2.00X0.187 10.4X.187 9 1 L 2X2X0.137 3.6X.137 3R 2B L 2.00X2.00X0.187 10.4X.187 10 1 L 2X2X0.137 3 6X.137 V9 1 L 1.50X1.50X0.138 2.0X.138 2R 2B L 2.50X2 50X0.250 14.1X.187 DEFL LIMITS L R DESIGN REQUIREMENTS • MAIN LIVE UPLIFT 450 PLF 1 3/4 TC V CONC 10.80/5.60 K 7- 3 3/4 14- 3 3/4 21- 3 3/4 28- 3 3/4 EXTR UPLIFT 450 PLF 0- 1 1/4 ADDLOAD 1.0/0.0 (PPS: TC =19, BC =9) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK G12A 580 -04- 0758 - 01 LIST 15 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 08: 44: 13 TCXL TCXR ,; (y\"7\ 0) `'o to c?' ' (JD m 9 0 Q 9 0 Q 0 P Q P BCXL BCXR D =30 0/0 HALF 3_3 3 -3 PANELS 16 @ 1-9 WORKLEN +4" = 34- 6 0/0 30G5N10.8/5.6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 4.00X4.00X0.375 TCXR = 0- 1 1/4 LSEAT FLT 1/2 X 8 RSEAT FLT 1/2 X 8 BCXL = 3- 5 0/0 BOTTOM CHORD 2 L 3.00X3.00X0.313 BCXR = 3- 3 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2 50X2.50X0.250 13.8X.187 V5 1 L 1.50X1.50X0.138 2.0X.138 V1 1 L 1 50X1.50X0.138 2.0X.138 10R 1 L 2X2X0.137 3.6X.137 3 2B L 2 00X2.00X0.187 10.3X.187 9R 1 L 2X2X0.137 3.6X.137 4 2B L 2 00X2.00X0.187 10.3X.187 V6 1 L 2.00X2.00X0.163 4.9X.163 V2 1 L 2.00X2.00X0.163 4.9X.163 8R 2B L 1.50X1.50X0.138 7.1X.138 5 2B L 1.50X1.50X0.138 7.3X.138 7R 2B L 1.50X1.50X0.138 7.1X.138 6 2B L 1.50X1.50X0.138 7.2X.138 V7 1 L 1.50X1.50X0.138 2.0X.138 V3 1 L 1.50X1.50X0.138 2.0X.138 6R 2B L 1.50X1.50X0.138 7.2X.138 7 2B L 1.50X1.50X0 138 7.1X.138 5R 2B L 1.50X1.50X0.138 7.3X.138 8 2B L 1.50X1 50X0 138 7.1X.138 V8 1 L 2.00X2.00X0.163 4.9X.163 V4 1 L 2.00X2.00X0.163 4.9X.163 4R 28 L 2.00X2.00X0.187 10.3X.187 9 1 L 2X2X0.137 3.6X.137 3R 2B L 2.00X2.00X0.187 10.3X.187 10 1 L 2X2X0.137 3 6X 137 V9 1 L 1.50X1.50X0.138 2.0X.138 2R 28 L 2.50X2.50X0.250 13.8X.187 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL LI UP 2 LIFT 450 PLF 0- 2 0/0 MAIN UPLIFT 450 PLF 34- 6 0/0 TC V CONC 10.80/5.60 K 6- 9 0/0 13- 9 0/0 20 9 0/0 27- 9 0/0 EXTR UPLIFT 450 PLF 0- 1 1/4 ADDLOAD 1.0/0.0 (PPS: TC =19, BC =9) BENDLOAD TC,= 0.5/0.0 BC= 0.5/0.0 AXIAL (TC) ±35 0 K MARK: G13A S80 -04- 0758 - 01 LIST 15 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 08: 44. 13 TCXL N 6 m ..> T c� v Gj S P Q. o) L Q BCXL BCXR D =30 0/0 HALF 3 -0 B@ 2 -6 3 -0 PANELS 1 -2 1-11 3/4 WORKLEN +4" = 29- 1 3/4 30G4N10.8/5.6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 3.00X3.00X0.313 TCXR = 0- 0 0/0 LSEAT L 3.00X3.00X0.313 RSEAT L 3.00X3.00X0.313 BCXL = 3- 2 0/0 BOTTOM CHORD 2 L 3.O0X3.00X0.281 BCXR = 2- 5 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2.50X2.50X0.250 12.9X.187 7R 1 L 2.00X2.00X0.213 3.6X.187 V1 1 L 1.50X1.50X0.138 2.0X.138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 2.00X2.00X0.163 10.6X.163 6R 1 L 1.50X1.50X0.170 4.1X.170 4 2B L 2.00X2.00X0.187 12.0X.187 5R 2B L 1.50X1.50X0.138 5.2X.138 V2 2B L 1.50X1.50X0.138 7.5X.138 G V5 2B L 1.50X1.50X0.138 7.3X.138 G 5 2B L 1.50X1.50X0.138 5.9X.138 4R 2B L 2.00X2.00X0.187 11.2X.187 6 1 L 2.00X2.00X0.163 4.9X.163 3R 2B L 2.00X2.00X0.187 10.1X.187 V3 1 L 1.50X1.50X0 138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 28 L 1.50X1.50X0 138 5.6X.138 2R 2B L 2.00X2.00X0.187 12.1X.187 DESIGN REQUIREMENTS DEFL LIMITS L R 240 EXTL UPLIFT 750 PLF 0- 2 0/0 MAIN UPLIFT 750 PLF 29- 1 3/4 TC V CONC 3.60/0.00 K 6- 8 0/0 3.00/0.00 K 14- 2 0/0 21- 8 0/0 10.80/5.60 K 6- 8 0/0 14- 2 0/0 21- 8 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: G14A S80 -04- 0758 -01 LIST 15 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 08: 44: 13 ry 6 m '1 -9 v 6Q' `S9 n /////// d v 0' ' 9 LQ' BCXL BCXR D =30 0/0 HALF 3 -0 8 @ 2 -6 3 -0 PANELS 1 -11 3/4 1 -11 3/4 WORKLEN +4" = 29 -11 1/2 30G4N12.0/6.2K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3.00X3.00X0.281 TCXR = 0- 0 0/0 LSEAT L 3 00X3.00X0.281 RSEAT L 3.00X3.00X0.281 BCXL = 2- 7 1/4 BOTTOM CHORD 2 L 3.00X3 00X0.250 BCXR = 2- 5 1/4 WEB OTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 2B L 2.00X2.00X0.163 12.4X.163 7R 1 L 2.00X2.00X0.187 3.4X.187 V1 1 L 1.50X1.50X0.138 2.0X.138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 2.00X2.00X0.163 10.3X.163 6R 1 L 1.50X1.50X0.170 3.9X.170 4 2B L 1.50X1.50X0.170 11.0X.170 5R 1 L 2.00X2.00X0.213 3.6X.187 V2 1 L 2.00X2.00X0.187 4.7X.187 V5 1 L 2.00X2.00X0.187 4.7X.187 5 1 L 2.00X2.00X0.213 3.6X.187 4R 2B L 1.50X1.50X0.170 11.0X.170 6 1 L 1.50X1.50X0.170 3.9X.170 3R 2B L 2.00X2.00X0.163 10.3X.163 V3 1 L 1.50X1.50X0.138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2.00X2.00X0.187 3.4X.187 2R 2B L 2.00X2.00X0.163 12.4X.163 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN LIVE UPLIFT 450 PLF 240 1/2 TC V CONC 12.00/6.20 K 7- 5 3/4 14 -11 3/4 22- 5 3/4 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: GI5A 580 -04- 0758 -01 LIST 15 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 O8: 44: 13 TCXR t / 771 N h Om 1 m y 0 ' 0 In () ,..0 q co Q 9 Q S ,9 m M BCXL BCXR 0 =30 0/0 HALF 3 -9 3/4 3 -3 PANELS 16 @ 1-9 WORKLEN +4" = 35- 0 3/4 30G5N5.4/2.8K CHORD FY = 50. KSI WEB FY = 50 KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.50X2.50X0.250 TCXR = 0 1 1/4 LSEAT L 3.00X2.00X0.250 RSEAT L 3.00X2 00X0.250 BCXL = 3- 5 0/0 BOTTOM CHORD 2 L 3.00X3.00X0.250 BCXR = 3- 3 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2X2X0.137 10.7X 137 V5 1 L 1.50X1.50X0.138 2.0X.138 V1 1 L 1.50X1.50X0.138 2.0X.138 10R 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 1.50X1.50X0.138 7.1X.138 9R 1 L 1.50X1.50X0.138 2.0X.138 4 2B L 1.50X1.50X0.138 7.1X.138 V6 1 L 1.50X1.50X0.170 2.6X.170 V2 1 L 1.50X1.50X0.170 2 .6X.170 BR 1 L 1.50X1.50X0.138 3.8X.138 5 1 L 2X2X0.137 3.8X.137 7R 1 L 2X2X0.137 3.9X.137 6- 1 L 1.50X1.50X0.170 3.0X.170 V7 1 L 1.50X1.50X0.138 2.0X.138 V3 1 L 1.50X1.50X0.138 2.0X.138 OR 1 L 1.50X1.50X0.170 3.2X.170 7 1 L 2X2X0.137 3.7X.137 5R 1 L 2X2X0.137 4.0X.137 8 1 L 1.50X1.50X0.138 3.6X.138 V8 1 L 1.50X1.50X0.170 2.6X.170 V4 1 L 1 50X1.50X0.170 2.6X.170 4R 2B L 1.50X1.50X0.138 7.3X.138 9 1 L 1.50X1.50X0.138 2.0X.138 3R 2B L 1.50X1.50X0.138 7.4X.138 10 1 L 1.50X1.50X0.138 2.0X.138 V9 1 L 1.50X1.50X0.138 2.0X 138 2R 2B L 1.50X1.50X0.170 8.0X.170 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN LIVE UPLIFT 450 PLF 0 3/4 TC V CONC 5.40/2.80 K 7- 3 3/4 14- 3 3/4 21- 3 3/4 28- 3 3/4 EXTR UPLIFT 450 PLF 0- 1 1/4 ADDLOAD 1 0 /0.0 (PPS: TC =19, BC =9) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: G16A S80 -04- 0758 -01 LIST 16 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 08: 50: 12 a o 0 0 0 0- 0 0 0 0 o 0 cu h 6` m '\ ,> q v �P Sq u to c ", v pP ' q LP BCXL BCXR 0 =30 0/0 HALF 3 -0 e @ 2 -6 3 -0 PANELS 1 -11 3/4 1 -11 3/4 WORKLEN +4" = 29 -11 1/2 30G4N6 0/3.1K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2 50X2.50X0.212 TCXR = 0— 0 0/0 LSEAT L 3 00X2.00X0 250 RSEAT L 3.00X2.00X0.250 BCXL = 2— 7 1/4 BOTTOM CHORD 2 L 2 00X2.00X0.213 BCXR = 2— 5 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1.50X1 50X0 138 7.7X.138 7R 1 L 2X2X0.137 2.5X.137 V1 1 L 1.50X1.50X0.138 2 OX.138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 1.50X1.50X0.138 6.3X.138 6R 1 L 1.50X1. 50X0.138 2.6X.138 4 28 L 1.50X1.50X0.138 7.0X.138 5R 1 L 2X2X0.137 2.7X.137 V2 1 L 1.50X1.50X0.170 2.8X.170 V5 1 L 1.50X1.50X0.170 2.8X.170 5 1 L 2X2X0.137 2.7X.137 4R 2B L 1.50X1.50X0.138 7.0X.138 6 1 L 1.50X1.50X0.138 2.6X.138 3R 2B L 1.50X1.50X0.138 6.3X.138 V3 1 L 1.50X1.50X0.138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2X2X0.137 2.5X.137 2R 2B L 1.50X1.50X0.138 7.7X.138 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN LIVE UPLIFT 450 PLF 11 1/2 TC V CONC 6.00/3.10 K 7— 5 3/4 14 -11 3/4 22— 5 3/4 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: G17A S80- 04- 0758 - 01 LIST 16 WASHINGTON SQUARE MALL FR I , 25— MAR -2005 08: 50: 12 TCXL t T 9 N h 6 m �P v t in BCXL BCXR D =30 0/0 HALF 4 -2 2 -9 1/4 PANELS 1 8 @ 2-6 WORKLEN +4" = 26 -11 1/4 30G4N10.8/5.6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 3.00X3.00X0.281 TCXR = 0- 0 0/0 LSEAT L 3.00X3 00X0.281 RSEAT L 3.00X3.00X0.281 BCXL = 4- 4 0/0 BOTTOM CHORD 2 L 3.00X3.00X0.227 BCXR = 2- 2 1/2 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2.00X2.00X0 187 13.6X.187 V3 1 L 2 00X2.00X0.163 4.9X.163 V1 1 L 1.50X1.50X0.138 2.9X.138 6R 1 L 1.50X1.50X0.170 4.4X.170 3 2B L 2.00X2.00X0.187 10.0X.187 5R 2B L 1.50X1.50X0.138 5.6X.138 4 1 L 2X2X0.137 3.5X.137 V4 1 L 1.50X1.50X0.138 2.0X.138 V2 1 L 1.50X1.50X0.138 2.0X.138 4R 1 L 2 00X2.00X0.163 4.8X.163 5 1 L 2X2X0.137 3.5X.137 3R 2B L 2.00X2.00X0.187 10.0X.187 6 1 L 1.50X1.50X0.138 3.4X.138 V5 1 L 1.50X1.50X0.138 2.0X.138 2R 2B L 1.50X1.50X0.170 11.3X.170 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL LIVE UPLIFT 750 PLF 2 0/0 MAIN UPLIFT 750 PLF 26 -11 1/4 TC V CONC 3.60/0.00 K 6- 8 0/0 10.80/5.60 K 6- 8 0/0 14- 2 0/0 21- 8 0/0 ADDLOAD 1.0/0.0 (PPS: TC =11, BC =5) BENDLOAD TC= 0.5/0.0 BC-0.5/0 0 MARK: G18A S80 -04- 0758 - 01 LIST 16 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 08: 50: 12 REPL i7 3/4 f 1 -6 WEBS TCXL B B B —0 B t c, C0 9 > h 6 > '1 6 7 c 99 > e " L 0P 6%9 > aP 2 �Q 2 9 1' � 9 BCXL BCXR D =22 0/0 HALF 2 -6 12 @ 2 -0 2 -6 PANELS 0 -10 3/8 0 -10 3/8 WORKLEN +4" = 30— 8 3/4 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 1 3/4 TOP CHORD 2 L 2.00X2.00X0.187 TCXR = 0— 0 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 2— 2 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.175 BCXR = 2— 0 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.0X.304 9R 1 L 1.50X1.50X0.115 2.0X.115 2DL 1 L 1.00X1.00X0.109 2.0X.109 V5 1 L I.00XI.00X0.109 2.0X.109 3 1 L 1.50X1.50X0.170 3.1X.170 8R 1 L I.00XI.00X0.109 2.0X.109 4 1 L 1 50X1.50X0.138 4.3X.138 7R 1 L 1.50X1 50X0.115 2.6X.115 V2 1 L 1.00X1 00X0.109 2.0X.109 V6 I. L 1.00XI.00X0.109 2.0X.109 5 1 L 1.50X1.50X0.170 2.7X.170 6R 1 L 1.00X1.00X0.109 3.5X.109 6 1 L 1.00XI.00X0.109 3.2X.109 5R 1 L 1.50X1.50X0.170 2.8X.170 V3 1 L 1 OOXI.00X0.109 2.0X.109 V7 1 L 1.00XI.00X0.109 2.0X.109 7 1 L 1.50X1.50X0.115 2.2X.115 4R 1 L 1.50X1.50X0.138 4.1X.138 8 1 L 1.00XI.00X0.109 2.0X.109 3R 1 L 1.50X1.50X0.138 3.4X.138 V4 1 L 1.00XI.00X0.109 2.0X.109 2DR 1 L 1.00X1 00X0.109 2.0X.109 9 1 L 1 50X1.50X0.115 2.0X.115 2R 1 7/8 ROUND 2.6X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M LIVE 240 EXTL TC UNIFORM 400/ 188 PLF 0— 1 3/4 UPLIFT 115 PLF 0— 1 3/4 MAIN TC UNIFORM 400/ 188 PLF 30— 8 3/4 UPLIFT 115 PLF 30— 8 3/4 ADDLOAD 1.0/0.0 (PPS: TC =17, BC =8) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 NEG DRIFT 300./ O.PLF LENGTH 12— 0 0/0 STARTS 0— 0 0/0 MARK: J1A S80 -04- 0758 -01 LIST 17 WASHINGTON SQUARE MALL FR I, 25— MAR -2005 08: 55: 38 V i 2 -4 3/4 i ` 2 -0 i WEBS TCXL t T 2 `s% v > 69 > PP CO Q' ZP '9 D =22 0/0 HALF 3 -0 4 @ 2 -0 3 -0 PANELS 1 -10 3/B 1 -10 3/8 WORKLEN +4" = 17- 8 3/4 22K350/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 4 3/4 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 1.50X1 50X0.155 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 2.4X 304 5R 1 L 1.25X1.25X0.111 2.0X.111 2DL 1 L 1 25X1.25X0.111 2.0X.111 V3 1 L 1.00XI.00X0.109 2.0X.109 3 1 L 2X2X0.137 2.7X.137 4R 1 L 1.00XI.00X0.109 2.2X.109 4 1 L 1.00X1.00X0.109 2.0X.109 3R 1 L 1.50X1.50X0.170 2.1X.170 V2 1 L 1.00XI.00X0.109 2.0X.109 2DR 1 L 1.00X1.00X0.109 2.0X.109 5 1 L 1.25X1.25X0.111 2.0X.111 2R 1 7/8 ROUND 2.1X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL TO L UNIFORM 360/ 188 240 PLF 0- 4 3/4 UPLIFT 180 PLF 0- 4 3/4 MAIN TC UNIFORM 360/ 188 PLF 17- 8 3/4 UPLIFT 180 PLF 17- 8 3/4 ADDLOAD 1.0/0 0 (PPS: TC =9, BC =4) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 NEG DRIFT 400./ 0.PLF LENGTH 17- 0 0/0 STARTS 0- 0 0/0 MARK: J2A S80 -04- 0758 -01 LIST 17 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 08: 55: 38 VERT REPL 1 3 -1 1 1 3 -1 1 WEBS J cv h 6 m '1 6 v e - q in ( , 5‘,9 to aQ G3- 2P T D =22 0/0 HALF 4-1 10 @ 2 -0 4 -1 PANELS 1 -4 1/4 1 -4 1/4 WORKLEN +4" = 30 -10 1/2 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 0 0/0 LSEAT L 2X2X0 137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.2X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.138 3.0X.138 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1 00X1.00X0 109 3.8X.109 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00XI.00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2.9X 115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1.00X1 00X0.109 2.3X.109 V6 1 L 1 00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.00X1.00X0.109 3.8X.109 7 1 L 1.25X1 25X0 111 2.0X.111 3R 1 L 1.50X1.50X0.138 3.0X.138 8 1 L 1.25X1 25X0.111 2.0X 111 2DR 1 L 1.00X1. 00X0.109 2.0X.109 2R 1 15/16 ROUND 3.2X.315 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 MAIN TC UNIFORM 360/ 188 PLF 30 -10 1/2 UPLIFT 115 PLF 30 -10 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J3A S80 -04- 0758 -01 LIST 17 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 08: 55: 38 VERT -8 1/z i 2 - 6 REPL WEBS TCXL 0 0 0 o a a i ‹ 9 N h 6 m '1 6 •v e - q in e. 6 ;9 0 ,,, e , 63 , T D =22 0/0 HALF 3 -6 10 @ 2 -0 3 -6 PANELS 1-6 1/4 1 - 6 1/4 WORKLEN +4" = 30- 0 1/2 22K350/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 2 1/4 TOP CHORD 2 L 2.00X2.DOX0.175 TCXR = 0- 0 0/0 LSEAT L 2X2X0 137 RSEAT L 2X2X0.137 BCXL = 0 6 0/0 BOTTOM CHORD 2 L 2 00X2 00X0.163 BCXR = 0- 6 0/0 WEB OTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X.315 V4 1 L 1.00XI.00X0.109 2.0X.109 2DL 1 L 1.25X1 25X0 111 2.0X.111 BR 1 L 1 OOX1.00X0.109 2.0X.109 3 1 L 2X2X0.137 3.6X.137 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1 25X0.111 3.9X.111 V5 1 L 1.00XI.00X0.109 2.0X.109 V2 1 L 1 OOX1.00X0.109 2.0X.109 6R 1 L 1.00XI.00X0.109 2.5X.109 5 1 L 1 50X1.50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00XI.00X0.109 2.1X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.9X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.170 2.7X.170 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 2.9X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL IC L UNIFORM 360/ 188 240 PLF 0- 2 1/4 UPLIFT 175 PLF 0- 2 1/4 MAIN TC UUNPILF 360/ P188 PLF 0 30 2 0 1/2 IFT ADDLOAD 1 0 /0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC =0.5/0 0 NEG DRIFT 300./ 0.PLF LENGTH 12- 0 0/0 STARTS 0- 0 0/0 • MARK' J4A 580 -04- 0758 -01 LIST 17 WASHINGTON SQUARE MALL FRI, 25 -MAR -2005 08: 55: 38 VERT 1_9 i 1 -7 REPL 1 i WEBS TCXL 0 6 0 0 t c O v cu h 6 m '1 6 v <35 9,9 0P '9 a) 0P S,9 n AP '6 , 1 D =22 0/0 HALF 2 -7 12 @ 2 -0 2 -7 PANELS 0 -10 7 /8 0 -10 7/8 WORKLEN +4" = 30 -11 3/4 22K480/308 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 2 0/0 TOP CHORD 2 L 2.00X2 00X0.232 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.213 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.6X.304 OR 1 L 1.50X1.50X0.115 2.2X.115 2DL 1 L 1.25X1.25X0.111 2.0X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 3 1 L 2X2X0.137 4.5X.137 BR 1 L 1.00X1.00X0.109 2.4X.109 4 1 L 1 50X1.50X0.170 4,0X.170 7R 1 L 1.50X1.50X0.115 2.9X.115 V2 1 L 1.00X1.00X0.109 2.0X.109 V6 1 L 1.0OXI.00X0.109 2.0X.109 5 1 L 2X2X0.137 3.9X.137 6R 1 L 1.25X1.25X0.111 4.0X.111 6 1 L 1.25X1.25X0 111 3.7X.111 5R 1 L 2X2X0.137 4.0X.137 V3 1 L 1.00X1.00X0.109 2.0X.109 V7 1 L 1.00X1.00X0.109 2.0X.109 7 1 L 1.50X1.50X0.115 2.5X.115 4R 1 L 1.50X1.50X0.138 4.7X.138 8 1 L 1.00X1.00X0.109 2.4X.109 3R 1 L 1.50X1.50X0.170 3.3X.170 V4 1 L 1.00X1.00X0.109 2.0X.109 2DR 1 L 1.00X1.00X0.109 2.0X.109 9 1 L 1.50X1.50X0.115 2.2X.115 2R 1 7/8 ROUND 3.1X.304 DESIGN REQUIREMENTS DEFL LIMITS L R 240 EXTL TC UNIFORM 480/ 308 PLF 0- 2 0/0 UPLIFT 190 PLF 0- 2 0/0 MAIN TC UNIFORM 480/ 308 PLF 30 -11 3/4 UPLIFT 190 PLF 30 -11 3/4 ADDLOAD 1.0/0.0 (PPS: TC =17 BO=B) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 NEG DRIFT 300./ 0.PLF LENGTH 12- 0 0/0 STARTS 0- 0 0/0 MARK. J5A S80 - 04- 0758 -01 LIST 17 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 08: 55: 38 VERT REPL ' 3 -1 i i 3 -1 WEBS 0 0 0 0 y 0 0 t 2 `JO 9 N 0 6 m '1 6 q �n fie' S 9 0 pP OQ 2P T D =22 0/0 HALF 4 -1 10 @ 2 -0 4 -1 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K360/188 CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3 1X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1 00X0 109 2 OX 109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1 50X1 50X0.115 3 1X 115 7R 1 L 1.25X1 25X0.111 2.0X.111 4 1 L 1 25X1 25X0.111 3.7X.111 V5 1 L 1 00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00XI.00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1.00X1 00X0 109 2.3X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 . 4R 1 L 1.25X1.25X0.111 3.7X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.1X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.1X.315 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 MAIN TC UNIFORM 360/ 188 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J6A S80 -04- 0758 -01 LIST 18 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 09: 01: 40 VERT _9 1/4 -8 3/4 REPL i WEBS TCXL TCXR 0 0 0 0 0 0 t J o b v h 6 > B >r 0P � > �Q, 49 ( pQ e 2P T � BCXR D =22 0/0 HALF 3 -7 10 @ 2 -0 3 -7 PANELS 1 -4 3/8 1 -4 3/8 WORKLEN +4" = 29 -10 3/4 22K480/308 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 2 1/4 TOP CHORD 2 L 2.00X2.00X0.213 TCXR = 0- 1 3/4 LSEAT L 2X2X0.137 RSEAT L 2.00X2.00X0.163 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.200 BCXR = 3- 3 0/0 WEB OTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 4.0X.325 V4 1 L 1.00XI.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2.2X 111 BR 1 L 1.00XI.00X0.109 2.3X.109 3 1 L 2X2X0.137 4.2X.137 7R 1 L 1.50X1.50X0.115 2.2X.115 4 1 L 1 50X1 50X0 115 4 7X.115 V5 1 L 1.00X1 00X0 109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1.00X1 00X0.109 3.1X.109 5 1 L 1.50X1.50X0.138 3 OX.138 5R 1 L 1.50X1.50X0.170 2.6X.170 6 1 L 1 00X1 00X0 109 2.7X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00XI.00X0.109 2.0X.109 4R 1 L 1.50X1 50X0.115 4.7X.115 7 1 L 1.50X1.50X0 115 2.2X.115 3R 1 L 2X2X0.137 4.0X.137 8 1 L 1.50X1.50X0.115 2.2X.115 2DR 1 L 1.25X1.25X0.111 2.0X.111 2R 1 15/16 ROUND 3.7X.315 DESIGN REQUIREMENTS DEFL LI MIT L R LIVE 240 EXTL TC UNIFORM 480/ 308 PLF 0- 2 1/4 UPLIFT 175 PLF 0- 2 1/4 MAIN TC UNIFORM 480/ 308 PLF 29 -10 3/4 UPLIFT 175 PLF 29 -10 3/4 EXTR TC UNIFORM 480/ 308 PLF 0- 1 3/4 UPLIFT 175 PLF 0- 1 3/4 ADDLCAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC =0 5/0.0 BC= 0.5/0.0 NEG DRIFT 300./ 0.PLF LENGTH 12- 0 0/0 STARTS 0- 0 0/0 MARK: J7A S80 - 04- 0758 -01 LIST 18 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 09: 01: 40 VERT REPL 1 -3 i 1 1 -10 1 WEBS TCXL d � 9 > h / N V N / �.' 2Q T '9 D =22 0/0 HALF 2 -10 6 @ 2 -0 2 -10 PANELS 1 -6 1/2 1 -6 1/2 WORKLEN +4" = 20- 9 0/0 22K350/188 CHORD FY = 50. KSI - WEB FY = 50. KSI TCXL = 0- 5 0/0 TOP CHORD 2 L 2X2X0.148 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 1.50X1.50X0.170 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 2.6X.304 V3 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2.0X.111 6R 1 L 1.00XI.00X0.109 2.0X.109 3 1 L 1.50X1.50X0 170 2.5X.170 5R 1 L 1.50X1.50X0.115 2.2X.115 4 1 L 1 00X1.00X0.109 2.9X.109 V4 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.00X1.00X0.109 3.1X.109 5 1 L 1.25X1.25X0.111 2.0X.111 .3R 1 L 1.50X1.50X0.170 2.3X.170 6 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 7/8 ROUND 2.1X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL TC LIVE 360/ 188 240 PLF 0- 5 0/0 UPLIFT 120 PLF 0- 5 0/0 MAIN TC UNIFORM 360/ 188 PLF 20- 9 0/0 UPLIFT 120 PLF 20- 9 0/0 ADDLOAD 1.0/0.0 (PPS: TC =11 BC =5) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 NEG DRIFT 400./ O.PLF LENGTH 17- 0 0/0 STARTS 0- 0 0/0 MARK: J8A S80 -04- 0758 -01 LIST 18 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 09: 01: 40 VERT 2_q REPL 1 1 1 -11 1 WEBS TCXL , 0 0 9 > h 6 > -"9 > (9P s9 > PP �e 2P T D =22 0/0 HALF 2 -11 8 @ 2 -0 2 -11 PANELS 1-10 1 -10 WORKLEN +4" = 25- 6 0/0 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 5 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0 6 0/0 BOTTOM CHORD 2 L 2X2X0.148 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.1X.304 7R 1 L 1.25X1.25X0.111 2.0X.111 2DL 1 L 1 25X1.25X0.111 2.0X.111 V4 1 L 1.00XI.00X0.109 2.0X.109 3 1 L 2X2X0.137 4.1X 137 6R 1 L 1 00X1.00X0.109 2.2X.109 4 1 L 1 00X1 00X0.109 3.7X.109 5R 1 L 1.50X1.50X0.115 2.9X.115 V2 1 L 1.00X1.00X0.109 2 OX 109 V5 1 L 1.00X1.00X0.109 2.0X.109 5 1 L 1.50X1.50X0.115 2.5X.115 4R 1 L 1 00X1.00X0.109 3.7X.109 6 1 L 1 00X1 00X0.109 2.OX 109 3R 1 L 2X2X0.137 3.5X.137 V3 1 L 1.00X1 00X0.109 2.0X.109 2DR 1 L 1.00X1.00X0.109 2.0X.109 7 1 L 1.25X1.25X0.111 2.OX 111 2R 1 7/8 ROUND 2 5X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M LIVE 240 EXTL TC UNIFORM 360/ 188 PLF 0- 5 0/0 UPLIFT 120 PLF 0- 5 0/0 MAIN TC UNIFORM 360/ 188 PLF 25- 6 0/0 UPLIFT 120 PLF 25- 6 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 NEG DRIFT 400./ O.PLF LENGTH 17- 0 0/0 STARTS 0- 0 0/0 MARK: J9A 580 -04- 0758 -01 LIST 18 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 09: 01: 40 VERT REPL 1 2 -1 1 1 1 2-11 1 WEBS $ k 6 m 6 v e ->q in e S,9 cg PP OQ Z P T 0 =22 0/0 HALF 3 -11 10 @ 2 -0 3 -11 PANELS 1 -6 1/4 1 -6 1/B WORKLEN +4" = 30 -10 3/8 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2 00X2 00X0.175 BCXR = 0- 6 0/0 WEB OTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 1 15/16 ROUND 3 3X 315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1 00X1.00X0 109 2.0X.109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 2X2X0.137 3.4X.137 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1 25X1.25X0.111 4 OX.111 V5 1 L 1.00XI.00X0.109 2.0X.109 V2 1 L 1 OOX1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1 50X0 115 3.1X 115 5R 1 L 1.50X1.50X0.138 2.6X.138 6 1 L 1 00X1 00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1 00X1.00X0.109 2 OX.109 .4R 1 L 1.25X1.25X0.111 4.0X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1 50X0.170 2.8X.170 8 1 L 1.25X1.25X0.111 2.0X 111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC LIVE 400/ 188 240 PLF 30 -10 3/8 UPLIFT 115 PLF 30 -10 3/8 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J10A S80 -04- 0758 -01 LIST 18 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 09: 01: 40 VERT REPL 1 2 -10 � 1 2 -5 1 WEBS TCXL B 0 0 0 moo` 6 > e j 0P � ' (9P S a Q (I, 2P T ; 0 =22 0/0 HALF 3 -5 10 @ 2 -0 3 -5 PANELS 1 -8 1/2 1 -8 1/2 WORKLEN +4" = 30- 3 0/0 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 5 0/0 TOP CHORD 2 L 2.00X2.00X0.200 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2 00X0.175 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.8X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2 2X.111 8R 1 L 1.00X1.00X0.109 2.2X.109 3 1 L 2X2X0.137 4.4X.137 7R 1 L 1.50X1.50X0.115 2.1X.115 4 1 L 1.25X1.25X0.111 4.4X.111 V5 1 L 1 00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.9X.109 5 1 L 1.50X1.50X0.138 2.6X.138 5R 1 L 1.50X1.50X0.138 2.9X.138 6 1 L 1.00X1.00X0.109 2.2X.109 V6 1 L 1 00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.2X.111 7 1 L 1.50X1.50X0.115 2.1X.115 3R 1 L 2X2X0.137 3.8X.137 8 1 L 1.50X1.50X0.115 2.1X.115 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 7/8 ROUND 3.1X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL TC LIVE 360/ 188 240 PLF 0- 5 0/0 UPLIFT 120 PLF 0- 5 0/0 MAIN TC UNIFORM 360/ 188 PLF 30- 3 0/0 UPLIFT 120 PLF 30- 3 0/0 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 NEG DRIFT 400./ 0.PLF LENGTH 17- 0 0/0 STARTS 0- 0 0/0 MARK: J11A S80 -04- 0758 -01 LIST 19 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 09. 09. 15 VERT REPL i 3 1 i 1 3 -1 1 WEBS 0 0 0 0 o o 0 `''0 9 h 6 6 > 0 P � > �P S c.g aP e 2, T �9 D =22 0/0 HALF 4 -1 10 @ 2 -0 4 -1 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2 00X2 00X0.175 TCXR = 0— 0 0/0 LSEAT L 2X2X0 137 RSEAT L 2X2X0.137 BCXL = 0— 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 0— 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X.315 V4 1 L 1.00XI.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 ' 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.4X 115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1 25X1.25X0.111 4.1X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00XI.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.115 3.1X.115 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00XI.00X0.109 2.5X.109 V6 1 L 1.00XI.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.4X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00XI.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LI MITS L R 240 MAIN TC UNIFORM 400/ 188 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1 0 /0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC =0.5/0 0 MARK: J12A S80 -04- 0758 -01 LIST 19 WASHINGTON SQUARE MALL FRI, 25— MAR -2005 09: 09: 15 • VERT REPL 1 3 -1 1 1 3 -1 1 WEBS a e o 0 0 0 0 0 t 2 1. v j h 6 > '} 6 7 0P 9 > 0P S, tg c ri, 2 P ( "9 BCXL BCXR 0 =22 0/0 HALF 4 -1 10 @ 2 -0 4 -1 PANELS 0_10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0— 0 0/0 LSEAT L 2 00X2 00X0 163 RSEAT L 2 00X2.00X0.163 BCXL = 3— 7 1/4 BOTTOM CHORD 2 L 2 00X2.00X0 163 BCXR = 3— 7 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X.315 V4 1 L 1 OOX1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.4X.115 7R 1 L 1.25X1 25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.1X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.115 3.1X.115 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.4X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN IC L UNIFORM 400/ 188 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J13A S80 - 04- 0758 -01 LIST 19 WASHINGTON SQUARE MALL FRI, 25— MAR -2005 09: 09: 15 VERT REPL 1 1 2 -10 3 -1 1 • WEBS TCXR o h 6 c //N/ 2 2 P T , D =22 0/0 3 -10 10 @ 2 -0 3 -10 HALF PANELS 0 -10 5/3 0 -10 5/8 WORKLEN +4" = 29- 5 1/4 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 3 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.3X.304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.4X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.1X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.115 3.1X.115 5R 1 L 1.50X1.50X0.138 2.6X.138 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.4X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 7/8 ROUND 3.3X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC L UNIFORM 400/ 188 PLF 29- 5 1/4 UPLIFT 115 PLF 29- 5 1/4 EXTR TC UNIFORM 400/ 188 PLF 0- 3 0/0 UPLIFT 115 PLF 0- 3 0/0 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC =0 5/0 0 BC= 0.5/0.0 MARK J14A S80 -04- 0758 -01 LIST 19 WASHINGTON SQUARE MALL FR I, 25 -MAR - 2005 09: 09: 15 VERT _10 3/1 3 -0 i REPL WEBS TCXL TCXR 0 0 0 0 0 0 �'p 9 > h 6 > '\ 6 > 0Q - j coP S,9 co PP � 2 p, T -) 1) BCXL BCXR D =22 0/0 HALF 3 -9 10 @ 2 -0 3 -9 PANELS 0-10 3/4 0 -10 3/4 WORKLEN +4" = 29- 3 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 3/4 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 3 0/0 LSEAT L 2.00X2 00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 5 0/0 BOTTOM CHORD 2 L 2 00X2.00X0.163 BCXR = 3- 3 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.2X 304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1 50X1.50X0.138 2.8X.138 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.1X.111 V5 1 L 1.00XI.00X0.109 2.0X.109 V2 1 L 1 OOXI.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.138 2.6X.138 5R 1 L 1.50X1.50X0.138 2.6X.138 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2 OX.111 3R 1 L 1.50X1.50X0.138 2.8X.138 8 1 L 1 25X1.25X0.111 2 OX.111 2DR 1 L 1 00X1.00X0.109 2.0X.109 2R 1 7/8 ROUND 3.2X.304 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 EXTL TC UNIFORM 400/ 188 PLF 0- 1 3/4 UPLIFT 115 PLF 0 1 3/4 MAIN TC UNIFORM 400/ 188 PLF 29- 3 1/2 UPLIFT 115 PLF 29- 3 1/2 EXTR TC UNIFORM 400/ 188 PLF 0- 3 0/0 UPLIFT 115 PLF 0- 3 0/0 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK J15A S80 -04- 0758 - 01 LIST 19 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 09: 09: 15 VERT 3_0 3 -1 3/4 REPL 1 i i J WEBS TCXR 0 0 t 2 7 Clv g 6 > '\ 9 09' -->.9 j 0• S,9 Lo aP ��Q 2P T 0 LP (1 ' BCXL BCXR D =22 0/0 HALF 4 -0 10 @ 2 -0 4 - 0 PANELS 0 -10 7/8 0 -10 7/8 WORKLEN +4" = 29- 9 3/4 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 1 3/4 LSEAT L 2.00X2 00X0.163 RSEAT L 2 00X2.00X0.163 BCXL = 3- 6 1/4 BOTTOM CHORD 2 L 2 00X2 00X0 163 BCXR = 3- 8 0/0 WEB 'QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.4X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0 111 4.1X.111 V5 1 L 1.00XI.00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 OR 1 L 1.00XI.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.115 3.1X.115 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1 00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.5OX0.115 3.4X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC L UNIFORM 400/ 188 240 PLF 29- 9 3/4 UPLIFT 115 PLF 29- 9 3/4 EXTR TC UNIFORM 400/ 188 PLF 0- 1 3/4 UPLIFT 115 PLF 0- 1 3/4 ADDLOAD 1.0/0.0 (PPS. TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J16A 580 -04- 0758 -01 LIST 20 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 09' 12: 26 VERT 2 -1 1 2 -1 1 REPL i i WEBS t 2 ` v > g 6 > '1 6 > ° e "" in (3P S,9 LO Os 2 e ? T .) � 9 0 =22 0/0 HALF 3-11 10 @ 2 -0 3 -11 PANELS 1 -0 3/4 1 -0 3/4 WORKLEN +4" = 29 -11 1/2 22K480/308 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.200 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2 00X2.00XO 187 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 3.7X.325 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2.0X.111 8R 1 L 1.00X1.00X0.109 2.0X.109 3 1 L 1.50X1.50X0.170 2.8X.170 7R 1 L 1 25X1.25X0.111 2.0X.111 4 1 L 1.50X1.50X0.115 4.6X.115 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.9X.109 5 1 L 1.50X1.50X0.138 3.0X.138 5R 1 L 1.50X1.50X0.138 3.0X.138 6 1 L 1.00X1.00X0.109 2.9X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.115 4.6X.115 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.170 2.8X.170 8 1 L 1.00X1.00X0.109 2.0X.109 2DR 1 L 1.25X1.25X0.111 2.0X.111 2R 1 1 ROUND 3.7X.325 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC LIVE 480/ 308 240 PLF 29 -11 1/2 UPLIFT 190 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS. TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J17A S80 -04- 0758 -01 LIST 20 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 09: 12:26 VERT REPL 1 2-10 1 1 3 -1 i WEBS TCXR 0 0 0 o a 0 t c ' c O 9 N 6 m ' 1 6 v e - , 9 in e 6‘ cn D e 2P T > > > > > v9 ti D =22 0/0 HALF 3 -10 10 @ 2 -0 3 -10 PANELS 0 -10 5/8 0 - 10 5/8 WORKLEN +4" = 29- 5 1/4 22K480/308 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.187 TCXR = 0- 3 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.187 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 3.6X.325 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2.0X.111 8R 1 L 1.00X1.00X0.109 2.0X.109 3 1 L 1 50X1.50X0.138 3.3X.138 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.50X1.50X0.115 4.6X.115 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00XI.00X0.109 2.9X.109 5 1 L 1.50X1.50X0.138 3.0X.138 5R 1 L 1.50X1.50X0.138 3.0X.138 6 1 L 1.00X1.00X0.109 2.9X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1 00X1.00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.115 4.6X.115 7 1 L 1.25X1.25X0 111 2.0X.111 3R 1 L 1.50X1.50X0.138 3.3X.138 S 1 L 1.00X1 00X0.109 2.0X.109 2DR 1 L 1.25X1.25X0.111 2.0X.111 2R 1 1 ROUND 3.6X.325 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TO L UNIFORM 480/ 308 240 PLF 29- 5 1/4 UPLIFT 190 PLF 29- 5 1/4 EXTR TC UNIFORM 480/ 308 PLF 0- 3 0/0 UPLIFT 190 PLF 0- 3 0/0 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J18A S80 -04 0758 -01 LIST 20 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 09: 12: 26 VERT 3 -1 3/4 3 -0 REPL E { 1 1 WEBS TCXL f 2 ` 9 N h 6 rg -\ 6 7. e - q Lg e Sq L pQ' pQ 29, T 0) BCXL BCXR D =22 0/0 HALF 4 -0 10 @ 2 -0 4 -0 PANELS 0 -10 7/8 0 -10 7/8 WORKLEN +4" = 29- 9 3/4 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 3/4 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0 0 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 8 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 3- 6 1/4 WEB OTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.4X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.1X.111 V5 1 L 1.00X1 00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0 115 3.1X.115 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1.00X1 00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1 25X0.111 2.0X 111 3R 1 L 1.50X1.50X0.115 3.4X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M LIVE EXTL TOE UNIFORM 400/ 188 0- 1 3/4 UPLIFT 115 PLF 0- 1 3/4 MAIN TC UNIFORM 400/ 188 PLF 29- 9 3/4 UPLIFT 115 PLF 29- 9 3/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK. J19A S80- 04- 0758 -01 LIST 20 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 09: 12: 26 VERT 2 -7 REPL 1 1 1 2 -7 1 WEBS 0 t 0 0 v N h 6 m 1 6 v g P -) q in (oP Sq Eg 0 e 2 P T D =22 0/0 HALF 3 -7 10 @ 2 -0 3 -7 PANELS 1 -10 1/4 1-101/ WORKLEN +4" = 30 -10 1/2 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.187 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.5X.304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2.0X.111 BR 1 L 1.00X1.00X0.109 2.0X.109 3 1 L 2X2X0 137 3 8X.137 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1 00X1.00X0 109 3.8X 109 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.4X.109 5 1 L 1.50X1.50X0.115 2.8X 115 5R 1 L 1.50X1.50X0.115 3.0X.115 6 1 L 1.00X1.00X0.109 2.1X.109 V6 1 L 1 00X1.00X0.109 2 OX.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.8X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 2X2X0.137 3.6X.137 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 7/8 ROUND 3.1X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M IVE MAIN TC L UNIFORM 360/ 188 240 PLF 30 -10 1/2 UPLIFT 115 PLF 30 -10 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 NEG DRIFT 260./ 0.PLF LENGTH 10 -11 0/0 STARTS 0- 0 0/0 MARK: J20A S80 -04- 0758 -01 LIST 20 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 09: 12: 26 VERT REPL i 2 -1 1 � i 2-11 1 WEBS 0 t JO 9 g 6 ; \ '5P q �P Sq o pQ � 2 P T D =22 0/0 HALF 3 -11 10 @ 2 -0 3 - 11 PANELS 1 -6 1/4 1 -6 1/4 WORKLEN +4" = 30 -10 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 0 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.175 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1 00X1 00X0.109 2 OX.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 2X2X0 3.4X.137 7R 1 L 1.25X1 25X0.111 2 OX.111 4 1 L 1.25X1.25X0 111 4.0X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1 00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1 50X1 50X0.138 2 6X.138 5R 1 L 1.50X1.50X0.138 2.6X.138 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0 109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.0X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 2X2X0.137 3.4X.137 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN IC L UNIFORM 400/ 188 240 PLF 30 -10 1/2 UPLIFT 115 PLF 30 -10 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J21A S80- 04- 0758 -01 LIST 21 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 09: 29: 43 VERT REPL 1 3_4 1 1 2 -1 1 1 WEBS TCXL e o 0 o e o c' c0 v N h 6 m '\ 6 v e - 9 0 e 42 c0 1,?, e 2P T BCXL D =22 0/0 . HALF 3 -11 10 @ 2 -0 3 -11 PANELS 1 -6 3/8 1 -6 3/8 WORKLEN +4" = 30 -10 3/4 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 5 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 0 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 5 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.175 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.4X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1 00X1.00X0 109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 2X2X0.137 3.5X.137 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.0X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.138 2.6X.138 5R 1 L 1.50X1.50X0.138 2.6X.138 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1. 25X0.111 4.0X.111 7 1 L 1 25X1.25X0.111 2.0X 111 3R 1 L 2X2X0.137 3.5X.137 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.4X.315 DESIGN REQUIREMENTS DEFL LI MITS L R 240 EXTL TC UNIFORM 400/ 188 PLF 0- 5 0/0 UPLIFT 115 PLF 0- 5 0/0 MAIN TC UNIFORM 400/ 188 PLF 30 -10 3/4 UPLIFT 115 PLF 30 -10 3/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK J22A S80 - 04- 0758 -01 LIST 21 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 09: 29: 43 VERT 3 -1 REPL 1 1 i 3 -1 1 WEBS z I 9 N h 6 m '1 6 c e -q in 0P 49 Lo 0 pQ 2P T D =22 0/0 HALF 4 -1 10 @ 2 -0 4 -1 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K350/188 CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 0 0/0 LSEAT L 2 00X2.00X0 RSEAT L 2.00X2 00X0.163 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.1X.315 V4 1 L 1.00XI.00X0.109 2.0X.109 2DL 1 L 1.00XI.00X0.109 2.0X.109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.1X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 3.7X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1.00XI.00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1.00X1.00X0.109 2.3X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00XI.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.7X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.1X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.1X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TO L UNIFORM 360/ 188 240 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK J23A 580 - 04- 0758 -01 LIST 21 WASHINGTON SQUARE MALL FR I, 25- MAR - 2005 09: 29: 43 - VERT 3_1 3 -1 REPL i 1 I I WEBS 0 0 0 VW BCXR D =22 0/0 HALF 4-1 10 @ 2 -0 4 - PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 0 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0 163 BCXR = 3- 7 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 SR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.4X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.1X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.115 3.1X.115 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.4X.115 8 1 L 1.25X1.25X0.111 2 0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC LIVE 400/ 188 240 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK J24A S80 -04 0758 -01 LIST 21 WASHINGTON SQUARE MALL FR I , 25- MAR - 2005 09: 29: 43 EXTRA 1 7-11 3/4 1 2-11 2-11 REPL 1 i WEBS t 2 `''O 9 N 0 6 cn 1 9 ,,,,c ' in e 5 ,,„, La 0 p Q' 2p, T ')) 9 D =22 0/0 HALF 3-11 10 @20 3 -11 PANELS 1 -0 3/4 1 -0 3/4 WORKLEN +4" = 29 -11 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.187 TCXR = 0- 0 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.175 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.4X.315 8R 1 L 1.25X1.25X0.111 2.0X.111 2DL 1 L 1.00X1.00X0.109 2.0X.109 7R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.138 3.2X.138 V5 1 L 1.00XI.00X0.109 2.0X.109 4 1 L 1.25X1.25X0.111 4.4X.111 6R 1 L 1.00X1.00X0.109 2.1X.109 V2 1 L 1 00X1.00X0.109 2.0X.109 5R 1 L 1.50X1.50X0.115 2.7X.115 5 1 L 1 50X1.50X0.138 2.9X.138 11T1 2B L 1.00X1.00X0.109 2.0X.109 6 1 L 1 00X1.00X0.109 2.9X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1 00X1.00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.138 4.1X.138 7 1 L 1.50X1 50X0.115 2.0X.115 3R 1 L 1.50X1.50X0.170 2.9X.170 8 1 L 1 00X1 00X0.109 2 OX.109 2DR 1 L 1.00X1.00X0.109 2.0X.109 V4 1 L 1.00X1.00X0 109 2.0X.109 2R 1 15/16 ROUND 3.8X.315 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 MAIN TC UNIFORM 400/ 188 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 TC V CONC 1.50/0.00 K 21 -11 3/4 ADDLOAD 1.0/0.0 (PPS: TC =16, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J25A S80 -04- 0758 -01 LIST 21 WASHINGTON SQUARE MALL FRI, 25- MAR - 2005 09: 29: 43 7 -11 3/4 EXTRA i i 2 -11 i 2 -11 REPL 1 i WEBS p )/\ 0 0 0 �� 9 j 0 6 > > 0P -,9 > (0 Q, S,9 J io P Q. CO Q 2 P I �9 BCXR D =22 0/0 HALF 3 -11 10 @ 2 -0 3 -11 PANELS 1 -0 3/4 1 -0 3/4 WORKLEN +4" = 29 -11 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.187 TCXR = 0- 0 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.175 BCXR = 3- 5 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.4X.315 8R 1 L 1.25X1.25X0.111 2 OX.111 2DL 1 L 1.00X1 00X0-109 2.0X.109 7R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1 50X0.138 3.2X.138 V5 1 L 1 00X1.00X0.109 2.0X.109 4 1 L 1.25X1.25X0.111 4.4X.111 6R 1 L 1.00X1.00X0.109 2.1X.109 V2 1 L 1.00X1 00X0 109 2.0X.109 5R 1 L 1.50X1.50X0.115 2.7X.115 5 1 L 1 50X1.50X0.138 2.9X.138 11T1 2B L 1 00X1.00X0.109 2.0X.109 6 1 L 1.00X1 00X0.109 2.9X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.138 4.1X.138 7 1 L 1 50X1.50X0.115 2.0X.115 3R 1 L 1.50X1.50X0.170 2.9X 170 8 1 L 1.00XI.DOX0.109 2.0X.109 2DR 1 L 1.00X1.00X0.109 2.0X.109 V4 1 L I.00XI.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.8X.315 DESIGN REQUIREMENTS DEFL LI MITS L R 240 MAIN TC UNIFORM 400/ 188 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 TC V CONC 1.50/0.00 K 21 -11 3/4 ADDLOAD 1.0/0.0 (PPS: TC =16, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J26A S80- 04- 0758 -01 LIST 22 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 09: 34: 08 VERT 3_1 i 3 -1 REPL 1 i WEBS U 0 0 0 0 0 0 6 t 2 9 > 6 > 1 6 e -2 e 4 cD pP e 2P T -) " 9 D =22 0/0 HALF 4 -1 10 @ 2 - 0 4 - 1 PANELS o -10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K350/188 CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2 00X2.00X0.163 TCXR = 0- 0 0/0 LSEAT L 2 00X2 00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2 00X2.00X0.163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3 1X.315 V4 1 L 1 00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.1X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 3.7X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1.00X1.00X0 109 2 3X.109 V6 1 L 1.00X1 00X0.109 2.0X.109 V3 1 L 1.00X1 00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.7X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.1X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.1X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC LIVE 360/ 188 240 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK. J30A S80- 04- 0758 -01 LIST 22 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 09: 34: 08 VERT REPL 1 3 -1 1 1 3 -1 1 WEBS 0 2 `moo` 9 j 0 6 > 6 j > (0 S tg 0' 20Q- 2's T n �9 BCXR D =22 0/0 HALF 4 -1 10 @ 2 -0 4 -1 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 0 0/0 LSEAT L 2 00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2 OOX2.00X0.163 BCXR = 3- 7 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X 315 V4 1 L 1 OOXI.00X0.109 2.0X.109 2DL 1 L 1.00XI.00XO 109 2 OX 109 8R 1 L 1 25X1 25X0.111 2.0X.111 3 1 L 1 50X1 50X0.115 3.4X.115 7R 1 L 1.25X1 25X0.111 2.0X.111 4 1 L 1 25X1 25X0.111 4.1X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1.00XI.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.115 3.1X.115 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2 OX 109 4R 1 L 1 25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.4X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1 00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC LIVE 400/ 188 240 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J31A 580 -04- 0758 -01 LIST 22 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 09: 34: 08 VERT REPLY 3 -1 1 � 3 -1 1 WEBS t �O 6 Jr 6 v gP -q in (3P 49 ( ° .6 'g' T D =22 0/0 HALF 4 -1 10 @ 2 -0 4 - 1 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K360/188 CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.213 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2 00X2.00X0.213 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 -1/16 ROUND 4.4X.336 V4 1 L 1.00X1.00X0.109 2.0X.109 20L 1 L 1.00X1 00X0.109 2.0X.109 8R 1 L 1.00X1.00X0.109 2.2X.109 3 1 L 2X2X0.137 4.3X.137 7R 1 L 1 50X1.50X0.115 2.6X.115 4 1 L 1 50X1.50X0.170 4 3X 170 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 3.5X.109 5 1 L 2X2X0.137 4.7X.137 5R 1 L 1.50X1.50X0.170 2.7X.170 6 1 L 1.00X1.00X0.109 2.2X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.115 4.8X.115 7 1 L 1.50X1.50X0.115 2.1X.115 3R 1 L 1.50X1.50X0.138 3,3X.138 8 1 L 1.50X1.50X0.115 2.1X.115 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.7X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC L UNIFORM 360/ 188 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 TC V CONC 4.30/0.00 K 8 -11 3/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC =0.5/0 0 BC =0.5/0 0 MARK: J32A S80 -04- 0758 -01 LIST 22 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 09: 34: 08 VERT 2 -10 3 -1 REPL f i i WEBS TCXR t 2 �o< v j 0 6 > 6 V ( 0 =22 0/0 HALF 3 -10 10 @ 2 -0 3-10 PANELS 0 -10 5/8 0 -10 5/8 WORKLEN +4" = 29- 5 1/4 22K360/188 CHORD FY = 50. KSI WEB FY = 50 KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 3 0/0 LSEAT L 2X2X0 137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2X2X0.148 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.0X.304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00XI.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.1X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1 OOXI.00X0.109 3.8X.109 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1.00XI.00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1.00XI.00X0.109 2.3X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00XI.00X0.109 2.0X.109 4R 1 L 1.00XI.00X0.109 3.8X.109 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.1X.115 8 1 L 1.25X1 25X0.111 2.0X.111 2DR 1 L 1.00XI.00X0.109 2.0X.109 2R 1 7/8 ROUND 3.0X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC L UNIFORM 360/ 188 240 PLF 29- 5 1/4 UPLIFT 115 PLF 29- 5 1/4 EXTR TC UNIFORM 360/ 188 PLF 0- 3 0/0 UPLIFT 115 PLF 0- 3 0/0 ADDLOAD 1.0/0.0 (PPS. TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC =0.5/0 0 MARK: J33A S80 - 04 - 0758 -01 LIST 22 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 09: 34: 08 VERT 2 -9 2 -7 REPL 1 WEBS TCXL 2 J O 9 cv h 6 m '1 6 v e -9 o e 4 2 0 t$' OQ 2 P T 0 =22 0/0 HALF 3 -7 10 @ 2 -0 3 -7 PANELS 1 -10 7/8 1 -10 7/8 WORKLEN +4" = 30 -11 3/4 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 2 0/0 TOP CHORD 2 L 2.00X2.00X0.200 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.175 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.6X.304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2.0X.111 8R 1 L 1.00X1.00X0.109 2.0X.109 3 1 L 2X2X0.137 4.0X.137 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.00X1 00X0.109 3.8X.109 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.115 2.8X.115 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1 00X0.109 2.1X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.9X.111 7 1 L 1.25X1.25X0.111 2 OX.111 3R 1 L 2X2X0.137 3.8X.137 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 7/8 ROUND 3.1X.304 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 EXTL TC UNIFORM 360/ 188 PLF 0- 2 0/0 UPLIFT 115 PLF 0- 2 0/0 MAIN TC UNIFORM 360/ 188 PLF 30 -11 3/4 UPLIFT 115 PLF 30 -11 3/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC =0 5/0.0 NEG DRIFT 300./ 0.PLF LENGTH 12- 0 0/0 STARTS 0- 0 0/0 MARK: J34A S80 -04- 0758 - 01 LIST 23 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 09: 37: 39 TCXL 0 >)//\; 0 0 o e o o e o cv h 6 m 1 9 Q �P S9 aQ cp 0 /,': BCXL BCXR D =30 0/0 HALF 3 -0 8@ 2 -6 3 -0 • PANELS 1-6 1 -11 3/4 WORKLEN +4" = 29- 5 3/4 30G4N5.4/2 8K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 2.50X2.50X0.197 TCXR = 0- 0 0/0 LSEAT L 3.00X2 00X0.250 RSEAT L 3.00X2.00X0.250 BCXL = 3- 0 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.200 BCXR = 2- 7 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1.50X1.50X0.138 7.1X.138 7R 1 L 2X2X0.137 2.2X.137 V1 1 L 1.50X1.50X0.138 2.0X.138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 1 L 2.00X2.00X0.213 3.9X.187 6R 1 L 1.50X1.50X0.138 2.3X.138 4 1 L 2.00X2.00X0.187 4.8X.187 5R 1 L 2X2X0.137 2.4X.137 V2 1 L 1.50X1.50X0.170 2.6X.170 V5 1 L 1.50X1.50X0.170 2.6X.170 5- 1 L 2X2X0.137 2.6X.137 4R 1 L 2.00X2.00X0.187 4.6X.187 6 1 L 1.50X1.50X0.138 2.5X.138 3R 2B L 1.50X1.50X0.138 5.7X.138 V3 - 1 L 1 50X1.50X0.138 2.0X 138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2X2X0.137 2.4X.137 2R 2B L 1.50X1.50X0.138 6.9X.138 DESIGN REQUIREMENTS DEFL LIMITS L R M LIVE 240 EXTL UPLIFT 450 PLF 0- 1 1/4 MAIN UPLIFT 450 PLF 29- 5 3/4 TC V CONC 5.40/2.80 K 7- 0 0/0 14- 6 0/0 22- 0 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: GIB S80 -04- 0758 -01 LIST 25 WASHINGTON SQUARE MALL FRI, 25 -MAR -2005 09: 52: 47 TCXL TCXR c h 6 m '\ _> v �P sq n X v pP 'q 7 BCXL BCXR 0 =30 0/0 HALF 3 -0 8@ 2 -6 3 -0 PANELS 1 -3 1 -10 1/2 WORKLEN +4" = 29- 1 1/2 30G4N10 8/5.6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 3.50X3.50X0.313 TCXR = 0- 1 1/4 LSEAT L 3 50X3.50X0.313 RSEAT L 3.50X3.50X0.313 BCXL = 3- 0 0/0 BOTTOM CHORD 2 L 3.00X3.00X0.227 BCXR = 2 6 1/2 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1.50X1.50X0.170 11.1X.170 7R 1 L 2.00X2.00X0.163 3.4X.163 V1 1 L 1 50X1.50X0.138 2.0X.138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 1.50X1.50X0.170 8.0X.170 6R 1 L 1.50X1.50X0.138 4.1X.138 4 2B L 1.50X1.50X0.170 10.2X.170 5R 1 L 2.00X2.00X0.163 3.5X.163 V2 1 L 2.00X2.00X0.163 4.9X.153 V5 1 L 2.00X2 00X0.163 4.9X.163 5 1 L 2.00X2.00X0.187 3.5X.187 4R 2B L 1.50X1.50X0.170 9.7X.170 6 1 L 1.50X1.50X0.138 4.6X.138 3R 2B L 2X2X0.137 10.7X.137 V3 1 L 1.50X1.50X0.138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2.00X2.00X0.187 3.3X.187 2R 2B L 1.50X1.50X0.170 10.6X.170 DESIGN REQUIREMENTS DEFL LIMITS L R M LIVE 240 EXTL UPLIFT 450 PLF 0- 1 1/4 MAIN UPLIFT 450 PLF 29- 1 1/2 TC V CONC 10.80/5.60 K '6- 9 0/0 14- 3 0/0 21- 9 0/0 EXTR UPLIFT 450 PLF 0- 1 1/4 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 AXIAL (TC) ±35.0 K MARK: G2B S80 -04- 0758 - 01 LIST 25 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 09: 52: 47 TCXL TCXR N h 6 m '1 - 9 v e in to r' v S 9 • '13 BCXL BCXR D =30 0/0 HALF 3 -0 8@ 2 -6 3 -0 PANELS . 1 -6 1 -5 WORKLEN +4" = 28 -11 0/0 30G4N10.8/5.6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 3.50X3 50X0.344 TCXR = 0- 1 1/4 LSEAT L 3.50X3.50X0.344 RSEAT L 3.50X3.50X0.344 BCXL = 3- 0 0/0 BOTTOM CHORD 2 L 3.00X3.00X0.250 BCXR = 3- 2 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1 50X1.50X0.170 11.5X.170 7R 1 L 2.00X2.00X0.163 3.2X.163 V1 1 L 1.50X1.50X0.138 2.0X.138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 2X2X0.137 10.8X.137 6R 1 L 1.50X1.50X0.138 3.8X.138 4 28 L 1.50X1.50X0 170 10.6X.170 5R 2B L 1.50X1.50X0.138 3.8X.138 V2 1 L 2 00X2.00X0 163 4.9X 163 V5 2B L 1.50X1 50X0.138 8.0X.138 G 5 1 L 2.00X2.00X0.213 3.8X.187 4R 2B L 2.00X2.00X0.187 10.9X.187 6 1 L 1.50X1.50X0.170 4 1X.170 3R 2B L 2.00X2.00X0.163 10.1X.163 V3 1 L 1.50X1 50X0.138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2 00X2.00X0.213 3.7X.187 2R 2B L 2.00X2.00X0.250 11.9X.187 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL LIUP 240 LIFT 450 PLF 0- 1 1/4 MAIN UPLIFT 450 PLF 28 -11 0/0 TC V CONC 4.60/0.00 K 22- 0 0/0 10.80/5.60 K 7- 0 0/0 14- 6 0/0 22- 0 0/0 EXTR UPLIFT 450 PLF 0- 2 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 AXIAL (TC) ±35.0 K MARK: G3B S80- 04- 0758 -01 LIST 25 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 09: 52: 47 TCXL t cv h 6 m 1 q 7 t 0 / v PP > 0 q 2P BCXL BCXR D =30 0/0 HALF 3 -0 8@ 2-6 3 -0 PANELS 1 -6 1 -11 3/4 WORKLEN +4" = 29- 5 3/4 30G4N10.8/5.6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 3.00X3.00X0.281 TCXR = 0- 0 0/0 LSEAT L 3.00X3.00X0.281 RSEAT L 3.00X3.00X0.281 BCXL = 3- 0 0/0 BOTTOM CHORD 2 L 3.00X3 00X0.227 BCXR = 2- 7 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1.50X1.50X0 170 11.1X.170 7R 1 L 2.00X2.00X0.163 3.3X.163 V1 1 L 1.50X1.50X0.138 2.0X.138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 2X2X0.137 10.4X.137 6R 1 L 1.50X1.50X0.138 4.0X.138 4 2B L 1 50X1.50X0.170 10.2X.170 5R 1 L 2.00X2.00X0.163 3.4X.163 V2 1 L 2 00X2.00X0 163 4 9X 163 V5 1 L 2.0OX2.00X0.187 4.6X 187 5 1 L 2.00X2.00X0.213 3.5X.187 4R 2B L 1.50X1.50X0.170 10.1X.170 6 1 L 1.50X1.50X0.170 3.8X 170 3R 2B L 2 00X2.00X0.163 9.6X.163 V3 1 L 1.50X1 50X0.138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2.00X2.00X0.187 3.4X.187 2R 2B L 1.50X1.50X0.170 11.0X.170 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 EXTL UPLIFT 450 PLF 0- 1 1/4 MAIN UPLIFT 450 PLF 29- 5 3/4 TC V CONC 0.90/0.00 K 22- 0 0/0 10.80/5.60 K 7- 0 0/0 14- 6 0/0 22- 0 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: G4B S80- 04- 0758 -01 LIST 25 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 09: 52: 47 TCXR 0 0 0 0 0 0 NV 6 m v (°<?' S q in / PP 1 ZQ , BCXL BCXR D =30 0/0 3 -0 B @ 2 -6 3 -0 HALF PANELS 1-11 3/4 1 -4 WORKLEN +4" = 29- 3 3/4 30G4N6.0/3.1K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.50X2.50X0.212 TCXR = 0- 1 1/4 LSEAT L 3.00X2.00X0.250 RSEAT L 3.00X2.00X0.250 BCXL = 2- 5 1/4 BOTTOM CHORD 2 L 2.00X2.00X0.232 BCXR = 3- 2 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1 50X1.50X0.138 7.8X.138 7R 1 L 2X2X0.137 2.4X.137 V1 1 L 1.50X1.50X0.138 2.0X.138 V4 1 L 1 50X1.50X0.138 2.0X.138 3 28 L 1.50X1.50X0.138 6.5X.138 6R 1 L 1.50X1. 50X0.138 2.4X.138 4 28 L 1 50X1 50X0.138 7.1X.138 5R 1 L 2X2X0.137 2.5X.137 V2 1 L 1 50X1.50X0.170 2.8X.170 V5 1 L 2X2X0 137 4.3X.137 5 1 L 2X2X0.137 2.8X.137 4R 2B L 1.50X1.50X0.170 6.6X.170 5 1 L 1 50X1 50X0.138 2.7X 138 3R 2B L 1.50X1.50X0.138 6.5X.138 G V3 1 L 1 50X1 50X0 138 2 OX.138 V6 2B L 1.50X1 50X0.138 4.3X.138 G 7 1 L 2X2X0.137 2.6X.137 2R 2B L 1.50X1.50X0.170 7.2X.170 DEFL LIMITS L R DESIGN REQUIREMENTS MAIN LIVE UPLIFT 450 PLF 3 3/4 TC V CONC 1.80/0.00 K 22- 5 3/4 6.00/3.10 K 7- 5 3/4 14 -11 3/4 22- 5 3/4 EXTR UPLIFT 450 PLF 0- 2 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: G5B S80 -04- 0758 - 01 LIST 25 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 09: 52: 47 TCXL TCXR 0 0 0 0 0 0 0 0 0 0 T N 6 m e S9 v t: n v 9 2 BCXL BCXR 0 =30 0/0 HALF 3 -0 7 @ 2 -6 PANELS 1 -10 1/2 5 -6 WORKLEN +4" = 27 -10 1/2 30G4N12.0/6.2K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 3.50X3.50X0.344 TCXR = 0- 1 1/4 LSEAT L 3.50X3.50X0.344 RSEAT L 3.50X3.50X0 344 BCXL = 2- 4 1/2 BOTTOM CHORD 2 L 3.00X3.00X0.250 BCXR = 5- 8 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2 00X2.00X0 163 12.2X.163 V3 1 L 1.50X1.50X0.138 2.0X.138 V1 1 L 1.50X1.50X0.138 2.0X 138 6R 1 L 2.00X2.00X0.187 3.1X.187 3 2B L 2.00X2.00X0.163 9.8X.163 5R 1 L 2.00X2.00X0.213 3.7X.187 4 2B L 1.50X1.50X0.170 10.7X.170 V4 1 L 1.50X1.50X0.138 2.0X.138 V2 1 L 2.00X2.00X0.187 4.7X.187 4R 1 L 2.00X2 00X0.163 4.4X.163 5 - 1 L 2.00X2.00X0.187 3.3X.187 3R 2B L 1.50X1.50X0.138 5.3X.138 6 1 L 1. 50X1. 50X0. 170 3.5X.170 V5 2B L 1.50X1 50X0.138 8.2X.138 G 2R 2B L 2.50X2.50X0.250 20.8X.187 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL LI UP 240 LIFT 750 PLF 0- 1 1/4 MAIN UPLIFT 750 PLF 27 -10 1/2 TC V CONC 3.60/0.00 K 22- 4 1/2 12.00/6.20 K 7- 4 1/2 14 -10 1/2 22- 4 1/2 EXTR UPLIFT 750 PLF 0- 2 0/0 ADDLOAD 1 0 /0.0 (PPS' TC =11, BC =S) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 AXIAL (TC) ±35.0 K MARK: G6B S80 - 04 - 0758 -01 LIST 26 WASHINGTON SQUARE MALL FRI, 25 -MAR -2005 09: 57: 57 TCXR \\\\\R \\X �9 c(?' in Lo c, 9 '\ v S9 PP ‘ c5) ' 2 BCXL BCXR 0 =30 0/0 HALF 3 -0 8@ 2 -6 3 -0 PANELS 1 -11 3/4 1 -4 WORKLEN +4" = 29- 3 3/4 30G4N12.0/6.2K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3.00X3.00X0.313 TCXR = 0- 1 1/4 LSEAT L 3 00X3 00X0.313 RSEAT L 3.00X3.00X0.313 BCXL = 2- 5 1/4 BOTTOM CHORD 2 L 3.00X3.00X0.250 BCXR = 3- 2 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2 00X2.00X0 187 11.1X 187 7R 1 L 2.00X2.00X0.187 3.2X.187 V1 1 L 1.50X1.50X0.138 2.0X.138 V4 1 L 1.50X1. 50X0.138 2.0X.138 3 2B L 2 00X2.00X0.163 10.6X.163 6R 1 L 2X2X0.137 4.5X.137 4 28 L 1.50X1 50X0 170 11 2X 170 5R 28 L 1.50X1.50X0.138 4.6X.138 V2 1 L 2.00X2 00X0 187 4 7X.187 V5 2B L 1.50X1.50X0.138 8.1X.138 G 5 1 L 2.00X2.00X0.213 3.8X.187 4R 2B L 2.00X2.00X0.187 11.7X.187 6 1 L 2 00X2.00X0.163 4.3X.163 3R 2B L 2.00X2.00X0.163 10.6X.163 V3 1 L 1 50X1.50X0.138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2.00X2.00X0.213 3.6X.187 2R 2B L 2.50X2.50X0.250 12.8X.187 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN LI UPLIFT 750 PLF 24 29- 3 3/4 TC V CONC 3.60/0.00 K 22- 5 3/4 12.00/6.20 K 7- 5 3/4 14 -11 3/4 22- 5 3/4 EXTR UPLIFT 750 PLF 0- 2 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: G78 S80 -04- 0758 -01 LIST 26 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 09: 57: 57 • TCXL TCXR cv 6' m - 9 v e in ca c-) 9 h 1 S aQ, �9 2P BCXL BCXR 0 =30 0/0 3 -0 8 @ 2 -6 3 -0 HALF PANELS 1-5 1 -4 WORKLEN +4" = 28- 9 0/0 30G4N14 0/7.3K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 3.50X3.50X0 287 TCXR = 0- 1 1/4 LSEAT L 3 50X3.50X0.287 RSEAT L 3.50X3.50X0.287 BCXL = 3- 0 0/0 BOTTOM CHORD 2 L 3 00X3.00X0.313 BCXR = 3- 2 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 28 L 2.50X2 50X0 250 13 1X 187 7R 1 L 2.00X2.00X0.187 3.5X.187 V1 1 L 1.50X1.50X0.138 2.0X.138 V4 1 L 1.50X1. 50X0.138 2.0X.138 3 28 L 2 00X2.00X0.163 11.2X.163 6R 1 L 2X2X0.137 4.9X.137 4 2B L 2.00X2.00X0.187 12.1X,187 5R 28 L 1.50X1.50X0.138 5.0X.138 V2 2B L 1.50X1 50X0.138 7 4X.138 G V5 2B L 1.50X1.50X0.170 7.6X.170 G 5 2B L 1.50X1.50X0.138 6.3X.138 4R 2B L 2.50X2.50X0.250 13.3X.187 6 1 L 2.00X2.00X0 187 4.5X.187 3R 2B L 2.00X2.00X0.187 10.6X.187 V3 1 L 1.50X1.50X0.138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 2B L 1.50X1.50X0.138 6.0X.138 2R 2B L 2.50X2.50X0.250 14.4X.187 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 EXTL UPLIFT 750 PLF 0- 1 1/4 MAIN UPLIFT 750 PLF 28- 9 0/0 TC V CONC 4.20/0.00 K 21 -11 0/0 14.00/7.30 K 6 -11 0/0 14- 5 0/0 21 -11 0/0 EXTR UPLIFT 750 PLF 0- 2 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC =0.5/0 0 BC =0 5/0.0 MARK: G8B S80 -04- 0758 -01 LIST 26 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 09: 57: 57 VERT REPL ! 3 3 1 1 3 -3 1 WEBS �O�O v h` 6 B o J O pP 9 9 0P - ( 82• Sq m 6,Q rl, ZP T D =28 0/0 HALF 4-4 la @ 2 -4 4-4 • PANELS 1-1 1 =1 WORKLEN +4" = 43- 6 0/0 28LH560/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3.00X3.00X0.227 TCXR = 0- 0 0/0 LSEAT L 2.50X2.50X0.197 RSEAT L 2.50X2.50X0.197 BCXL = 0- 8 3/4 BOTTOM CHORD 2 L 2.50X2 50X0.250 BCXR = 0- 8 3/4 WEB OTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 1 1 -1/16 ROUND 5.3X.336 V5 1 L 1.25X1.25X0.111 2.0X.111 2DL 1 L 1.25X1.25X0.111 2.1X.111 1OR 1 L 1.25X1.25X0.111 2.9X.111 3 2B L 1.25X1.25X0.111 7.1X.111 OR 1 L 1.50X1.50X0.115 2.8X.115 4 2B L 1.25X1 25X0.111 8.3X 111 V6 1 L 1.25X1.25X0.111 2.0X.111 V2 1 L 1.25X1.25X0.111 2.0X.111 8R 1 L 1.25X1.25X0.111 3.4X.111 5 1 L 2.00X2.00X0.163 4.8X.163 7R 1 L 2X2X0.137 3.7X.137 6 1 L 1.50X1.50X0.170 3.8X.170 V7 1 L 1.25X1.25X0.111 2.0X.111 V3 1 L 1.25X1.25X0.111 2.0X.111 6R 1 L 1.50X1.50X0.170 3.8X.170 7 1 L 2X2X0.137 3.7X.137 5R 1 L 2.00X2.00X0.163 4.8X.163 8 1 L 1.25X1.25X0 111 3.4X.111 V8 1 L 1.25X1.25X0.111 2.0X.111 V4 1 L 1.25X1.25X0.111 2.0X.111 4R 2B L 1.25X1.25X0.111 8.3X.111 9 1 L 1.50X1.50X0 115 2.8X.115 3R 2B L 1.25X1.25X0.111 7.1X.111 10 1 L 1 25X1.25X0.111 2.9X.111 2DR 1 L 1.25X1.25X0.111 2.1X.111 2R 1 1 -1/16 ROUND 5.3X.336 DESIGN REQUIREMENTS DEFL LI MITS L R 240 MAIN TC UNIFORM 560/ 188 PLF 43- 6 0/0 UPLIFT 100 PLF 43- 6 0/0 ADDLOAD 1.0/0.0 (PPS. TC =19, BC =9) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: T1B S80 -04- 0758 -01 LIST 27 WASHINGTON SQUARE MALL FRI, 25- MAR - 2005 10: 07: 34 VERT —q REPL i` 1 1 2 -4 1 WEBS t cp \0� 9 h �6 > Q / 7/ o n ti q � 9 ^0P 9 Tb 9 P o 2 T \ \ V / / � / \� /// o J> 1 a ,T > P o 9 > , > S > P � P D =24 0/0 HALF 3 -0 16 @ 2 -0 3 -0 PANELS 0 -10 1/4 0 -10 1/4 WORKLEN +4" = 39— 8 1/2 24LH360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2.00X2.00X0.232 TCXR = 0— 0 0/0 LSEAT L 3.00X2.00X0 250 RSEAT L 3.00X2.00X0.250 BCXL = 0— 7 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.232 BCXR = 0— 7 0/0 WEB OTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 1 1 ROUND 2.9X.325 11R 1 L 1.25X1.25X0.111 2.0X.111 2DL 1 L 1.25X1.25X0.111 2.0X.111 V6 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 2X2X0.137 3.7X.137 1OR 1 L 1.25X1.25X0.111 2.4X.111 4 1 L 1.50X1.50X0.170 3.6X.170 9R 1 L 1.25X1 25X0.111 2.1X.111 V2 1 L 1.25X1 25X0.111 2.0X.111 V7 1 L 1.25X1.25X0.111 2.0X.111 5 1 L 1.50X1.50X0.170 3.1X.170 8R 1 L 1.25X1.25X0.111 2.8X.111 6 1 L 1 50X1.50X0.115 4.0X.115 7R 1 L 1.50X1.50X0.115 3.4X.115 V3 1 L 1.25X1.25X0.111 2.0X.111 V8 1 L 1.25X1.25X0.111 2.0X.111 7 1 L 1.50X1.50X0.115 3.4X.115 6R 1 L 1.50X1.50X0.115 4.0X.115 8 1 L 1 25X1.25X0.111 2.8X.111 5R 1 L 1.50X1.50X0.170 3.2X.170 V4 1 L 1.25X1.25X0.111 2.0X.111 V9 1 L 1.25X1.25X0.111 2.0X.111 9 1 L 1.25X1.25X0.111 2.1X.111 4R 1 L 1.50X1.50X0.170 3.6X.170 10 1 L 1.25X1.25X0.111 2.4X.111 3R 1 L 2X2X0.137 3.7X.137 V5 1 L 1 25X1.25X0.111 2.0X.111 2DR 1 L 1.25X1.25X0.111 2.0X.111 11 1 L 1.25X1.25X0.111 2.0X.111 2R 1 1 ROUND 2.9X.325 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TO L UNIFORM 360/ 188 240 PLF 39— 8 1/2 UPLIFT 190 PLF 39— 8 1/2 . ADDLOAD 1.0/0.0 (PPS: TC =21, BC =10) BENDLOAD TC= 0.5/0.0 BC =O 5/0.0 POS DRIFT 0 / 100 PLF LENGTH 3 -10 3/4 STARTS 35— 9 3/4 MARK: T2B S80 - 04- 0758 -01 LIST 27 • WASHINGTON SQUARE MALL FRI, 25— MAR -2005 10: 07: 34 VERT 2 -4 REPL I 1 1 2 -4 I WEBS t 23 9 > h 6 > '\ 6 > > ,' > > eP q m e q > pP o 2P \ � � \ �\� \ � - o n ti '7,7;9 1P 9 q S f �9 T e o e BCXL BCXR D =24 0/0 HALF 3 -0 16 @ 2 -0 3 -0 PANELS 0 -10 1/4 0-1 WORKLEN +4" = 39- 8 1/2 24LH360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.232 TCXR = 0- 0 0/0 LSEAT L 3.00X3.00X0.250 RSEAT L 3.00X3.00X0.250 BCXL = 2- 6 1/4 BOTTOM CHORD 2 L 2.00X2.00X0.232 BCXR = 2- 6 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 2.9X.325 11R 1 L 1.25X1.25X0.111 2.0X.111 2DL 1 L 1 25X1.25X0 111 2 OX.111 V6 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 2X2X0.137 3 7X.137 10R 1 L 1.25X1.25X0.111 2.4X.111 4 1 L 1 50X1.50X0.170 3.6X 170 9R 1 L 1.25X1 25X0.111 2.1X.111 V2 1 L 1.25X1.25X0.111 2.0X.111 V7 1 L 1.25X1.25X0.111 2.0X.111 5 1 L 1.50X1.50X0.170 3 1X.170 8R 1 L 1.25X1.25X0.111 2.8X.111 6 1 L 1.50X1.50X0 115 4.0X.115 7R 1 L 1.50X1.50X0.115 3.4X.115 V3 1 L 1 :25X1.25X0.111 2.0X.111 V8 1 L 1.25X1.25X0.111 2.0X.111 7 1 L 1.50X1.50X0.115 3.4X.115 6R 1 L 1.50X1.50X0.115 4.0X.115 8 1 L.1.25X1.25X0.111 2.8X.111 5R 1 L 1.50X1.50X0.170 3.2X.170 V4 1 L 1.25X1.25X0.111 2.0X 111 V9 1 L 1.25X1.25X0.111 2.0X.111 9 1 L 1 25X1.25X0.111 2.1X.111 4R 1 L 1.50X1.50X0.170 3.6X.170 10 1 L 1.25X1.25X0.111 2.4X.111 3R 1 L 2X2X0.137 3.7X.137 V5 1 L 1.25X1 25X0.111 2.0X.111 2DR 1 L 1.25X1.25X0.111 2.0X.111 11 1 L 1.25X1.25X0.111 2.0X.111 2R 1 1 ROUND 2.9X.325 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC LIVE 360/ 188 240 PLF 39- 8 1/2 UPLIFT 190 PLF 39- 8 1/2 ADDLOAD 1.0/0.0 (PPS: TC =21, BC =10) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 POS DRIFT O./ 100 PLF LENGTH 3 -10 3/4 STARTS 35- 9 3/4 MARK: T3B S80 - 04- 0758 -01 LIST 27 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 10: 07: 34 VERT 2 -4 REPL I 1 2 -4 I WEBS t c' O , N h \,,, '1 8 v o '7'7,9 L 9 m 9 \ / /n" \\ / � ' ,2 11 � O P 9 > 0P � > 0P S > pQ �9 � e 2P T D =24 0/0 HALF 3 -0 16 @ 2 -0 3 -0 PANELS 0-11/4 0 -1 1/4 WORKLEN +4" = 39— 8 1/2 24LH480/308 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2.50X2.50X0.230 TCXR = 0— 0 0/0 LSEAT L 2.50X2.50X0.197 RSEAT L 2.50X2.50X0.197 BCXL = 0— 8 3/4 BOTTOM CHORD 2 L 2.50X2.50X0.212 BCXR = 0— 8 3/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 3.7X.325 11R 1 L 1.25X1.25X0.111 2.3X.111 2DL 1 L 1.25X1 25X0.111 2.0X.111 V6 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 2.00X2.00X0.153 4.0X.163 1OR 1 L 1.25X1.25X0.111 2.4X.111 4 1 L 2 00X2 00X0.187 4.3X 187 9R 1 L 1.50X1 50X0.115 2.6X.115 V2 1 L 1 25X1.25X0.111 2.0X.111 V7 1 L 1.25X1 25X0.111 2.0X 111 5 1 L 2.00X2 00X0.163 4 2X.163 BR 1 L 1.25X1.25X0.111 3.6X.111 5 1 L 1.50X1 50X0.138 4 3X.138 7R 1 L 1.50X1.50X0.170 2.9X.170 V3 1 L 1 25X1.25X0.111 2 OX.111 V8 1 L 1.25X1 25X0.111 2.0X.111 7 1 L 1.50X1.50X0.170 2.9X.170 6R 1 L 1.50X1.50X0.138 4.3X.138 8 1 L 1.25X1.25X0.111 3.6X.111 5R 1 L 2.00X2.00X0.163 4.2X.163 V4 1 L 1.25X1.25X0.111 2.0X.111 V9 1 L 1.25X1.25X0.111 2.0X.111 9 1 L 1.50X1.50X0.115 2.6X.115 4R 1 L 2.00X2.00X0.163 4.9X.163 10 1 L 1.25X1.25X0 111 2.4X.111 3R 1 L 2.00X2.00X0.163 4.0X.163 V5 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.25X1.25X0.111 2.0X.111 11 1 L 1.25X1.25X0.111 2.3X.111 2R 1 1 ROUND 3.8X.325 DESIGN REQUIREMENTS DEFL LIMITS L R M IVE MAIN TC L UNIFORM 480/ 308 240 PLF 39— 8 1/2 UPLIFT 190 PLF 39— 8 1/2 ADDLOAD 1.0/0.0 (PPS: TC =21, BC =10) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 POS DRIFT 0 / 100 PLF LENGTH 3 -10 3/4 STARTS 35— 9 3/4 MARK: T4B S80 - 04- 0758 -01 LIST 27 WASHINGTON SQUARE MALL FR I, 25— MAR - 2005 10: 07: 34 VERT 2_5 REPL 1 1 1 2 -5 1 WEBS c \\ off v cv h 6 m 1 (9 > y � O u> � O 9 � � 9 m T /\ /�i� / J > �1 9 9 � 0P ,9 > � s s > pP 11 ZP 0 0 0 =24 0/0- HALF 3 -1 16 @ 2 -0 3 -1 PANELS 0 -10 7/e 0-17 WORKLEN +4" = 39 -11 3/4 24LH360/180 CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2 00X2.00X0.232 TCXR = 0— 0 0/0 LSEAT L 3.00X2.00X0.250 RSEAT L 3.00X2.00X0.250 BCXL = 0— 7 0/0 BOTTOM CHORD 2 L 2.00X2 00X0.232 BCXR = 0— 7 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 2 9X.325 11R 1 L 1.25X1.25X0.111 2.0X.111 2DL 1 L 1.25X1. 25X0.111 2.0X.111 V6 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 2X2X0.137 3.8X.137 1OR 1 L 1.25X1.25X0.111 2.4X.111 4 1 L 1.50X1.50X0.170 3.6X.170 OR 1 L 1.25X1.25X0.111 2.1X.111 V2 1 L 1.25X1.25X0.111 2.0X.111 V7 1 L 1.25X1.25X0.111 2.0X.111 5 1 L 1.50X1.50X0.170 3.2X.170 8R 1 L 1.25X1.25X0.111 2.8X.111 5 1 L 1.50X1.50X0.115 4.0X.115 7R 1 L 1.50X1.50X0.115 3.3X.115 V3 1 L 1.25X1.25X0.111 2.0X.111 - V8 1 L 1.25X1.25X0.111 2.0X.111 7 1 L 1.50X1.50X0.115 3.4X.115 6R 1 L 1.50X1.50X0.115 4.0X.115 B 1 L 1.25X1.25X0.111 2.8X.111 5R 1 L 1.50X1.50X0.170 3.1X.170 V4 1 L 1 25X1.25X0.111 2.0X.111 V9 1 L 1.25X1.25X0.111 2.0X.111 9 1 L 1.25X1.25X0.111 2.1X.111 4R 1 L 1.50X1.50X0.170 3.6X.170 10 _ 1 L 1.25X1.25X0.111 2.4X.111 3R 1 L 2X2X0.137 3.7X.137 V5 1 L 1 25X1.25X0.111 2.0X.111 2DR 1 L 1.25X1.25X0.111 2.0X.111 11 1 L 1.25X1 25X0.111 2.0X.111 2R 1 1 ROUND 3.0X.325 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN IC L UNIFORM 360/ 180 240 PLF 39 -11 3/4 UPLIFT 190 PLF 39 -11 3/4 ADDLOAD 1.0/0.0 (PPS: TC =21, BC =10) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 POS DRIFT O./ 100.PLF LENGTH 3 -10 3/4 STARTS 36— 1 0/0 MARK. T5B S80 -04- 0758 -01 LIST 27 WASHINGTON SQUARE MALL FRI, 25— MAR -2005 10: 07: 34 VERT REPL 1 3 -1 t ' 2 -10 1 WEBS TCXL / 0 0 2 J o v u h 6 m 6 v e � 1g e Sq Lg p Q O Q 2 p, T 0, D =22 0/0 HALF 3 -10 10 @ 2 -0 3 -10 PANELS 0 -10 5/8 0 -10 5/8 WORKLEN +4 = 29- 5 1/4 22K360/188 CHORD FY = 50. KSI WEB FY = 50 KSI TCXL = 0- 3 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2X2X0.148 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.0X.304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00XI.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.1X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.00X1.00X0.109 3.8X.109 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1.00XI.00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1.00X1.00X0.109 2.3X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.00X1.00X0.109 3.8X.109 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.1X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00XI.00X0.109 2.0X.109 2R 1 7/8 ROUND 3.0X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL TC LIVE 360/ 188 240 PLF 0- 3 0/0 UPLIFT 115 PLF 0- 3 0/0 MAIN TC UNIFORM 360/ 188 PLF 29- 5 1/4 UPLIFT 115 PLF 29- 5 1/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: JIB S80 -04- 0758 -01 LIST 28 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 10: 10: 37 VERT REPL 1 3 -1 2 -10 1 1 WEBS TCXL t 2 `O .c N h 6 m / - q in e 4 9 0 pQ' e v, T BCXL BCXR D =22 0/0 HALF 3-10 10 @ 2 -0 3 -10 PANELS 0 -10 5/8 0 -10 55/8 WORKLEN +4" = 29- 5 1/4 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 3 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 0 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 5 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 3- 5 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.3X.304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1 50X1.50X0.115 3.4X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.1X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1.00XI.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.138 2.6X.138 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1 00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.4X.115 8 1 L 1 25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 7/8 ROUND 3.3X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL IC L UNIFORM 400/ 188 240 PLF • 0- 3 0/0 UPLIFT 115 PLF 0- 3 0/0 MAIN TC UNIFORM 400/ 188 PLF 29- 5 1/4 UPLIFT 115 PLF 29- 5 1/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J2B S80- 04- 0758 -01 LIST 28 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 10: 10: 37. VERT REPLI 3 -1 { i 3 -1 WEBS 0 0 0 0 0 0 o `JO v v h 6 m 1 B v 0 P �q n e S 0 1) ,.? , O D =22 0/0 HALF 4 - 1 10 @ 2 -0 4 -1 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K350/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0— 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0— 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 0— 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.1X.315 V4 1 L 1.00XI.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1 50X0.115 3.1X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 3.7X.111 V5 1 L 1.00XI.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2 OX.109 6R 1 L 1.00X1.00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1.00X1.00X0.109 2.3X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0 109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.7X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.1X.115 8 1 L 1.25X1 25X0.111 2.0X.111 2DR 1 L 1 00X1 00X0.109 2.0X.109 2R 1 15/16 ROUND 3.1X.315 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 MAIN TC UNIFORM 360/ 188 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1 -. 0/0 . 0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J3B S80 -04- 0758 -01 LIST 28 WASHINGTON SQUARE MALL FR I , 25— MAR -2005 10: 10: 37 VERT 3 -0 REPL I I 3 -7 1 WEBS e a TCXR t `0 9 N h 6 � 6 Q 0 P - q g �P Sq 0 o 2P T BCXL D =22 0/0 HALF 4 -0 10 @ 2 -0 4 -0 PANELS 0 -10 7/8 0 -10 7/8 WORKLEN +4" = 29- 9 3/4 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 7 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 7 1/4 BOTTOM CHORD 2 L 2X2X0.148 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.0X.315 V4 1 L 1.00XI.00X0.109 2.0X.109 2DL 1 L 1 00X1 00X0 109 2 OX.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.1X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.00XI.00XO 109 3.8X 109 V5 1 L 1.0OXI.00X0.109 2.0X.109 V2 1 L 1.0OXI.0OX0.109 2.0X.109 6R 1 L 1.00X1 00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1.00X1 00X0.109 2.3X.109 V6 1 L 1.00X1 00X0.109 2.0X.109 V3 1 L 1.00X1.00X0 109 2.0X.109 4R 1 L 1 OOX1.00X0.109 3.8X.109 7 1 L 1.25X1.25X0 111 2.0X.111 3R 1 L 1.50X1 50X0.115 3.1X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1 00X0.109 2.0X.109 2R 1 15/16 ROUND 3.0X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M LIVE 240 MAIN TC UNIFORM 360/ 188 PLF 29- 9 3/4 UPLIFT 115 PLF 29- 9 3/4 EXTR TC UNIFORM 360/ 188 PLF 0- 7 0/0 UPLIFT 115 PLF 0- 7 0/0 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5 /O.0 BC= 0.5/0.0 MARK: J4B S80 -04- 0758 - 01 LIST 28 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 10. 10: 37 VERT REPL 1 3 -7 1 1 3 -0 1 WEBS TCXL 0 o e o 0 0 t 2 gyp 9 > h j 6 ; e -9 > e S 9 :// 9/ / 24 Q 2P T 09 BCXR D =22 0/0 HALF 4 -0 10 @ 2 -0 4 -0 PANELS 0 -10 7/B 0 -10 7/8 WORKLEN +4" = 29- 9 3/4 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 7 0/0 TOP CHORD 2 L 2.00X2.00X0.187 TCXR = 0- 0 0/0 LSEAT L 2 00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.187 BCXR = 3- 6 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.4X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.138 3.1X.138 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0 111 4.5X.111 V5 1 L 1.25X1.25X0.111 2.5X.111 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00XI.00X0.109 3.7X.109 5 1 L 1.50X1.50X0.138 3.0X.138 5R 1 L 1.50X1.50X0.170 2.8X.170 6 1 L 1.00X1.00X0 109 3.1X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.138 4.1X.138 7 1 L 1.50X1.50X0.115 2.2X.115 3R 1 L 1.50X1.50X0.138 3.4X.138 8 1 L 1.00XI.00X0.109 2.0X.109 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.8X.315 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 EXTL TC UNIFORM 360/ 188 PLF 0- 7 0/0 UPLIFT 115 PLF 0- 7 0/0 MAIN TC UNIFORM 360/ 188 PLF 29- 9 3/4 UPLIFT 115 PLF 29- 9 3/4 TC V CONC 2.30/0.00 K 18 -10 0/0 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J5B S80 -04- 0758 -01 LIST 28 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 10: 10: 37 VERT REPLI 3 -1 1 1 3 -1 1 WEBS 0 t c' `''O v cv , 6 m X 6 v e -> 9 Ln 0 4 9 Lo pQ' O Q 2P T BCXL BCXR 0 =22 0/0 HALF 4-1 10 @ 2 -0 4 -1 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2 00X2.00X0.175 TCXR = 0— 0 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 3— 7 1/4 BOTTOM CHORD 2 L 2.00X2.0OX0.163 BCXR = 3— 7 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1 OOXI.00X0.109 2.0X.109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.4X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.1X.111 V5 1 L 1.00XI.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.115 3.1X.115 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1 25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.4X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC LIVE 400/ 188 240 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5 /O.0 MARK: J9B S80 -04- 0758 -01 LIST 29 WASHINGTON SQUARE MALL FR I , 25— MAR -2005 10: 13: 25 VERT 3_1 f 3 -1 i REPL 1 i WEBS e o a e e s e i 2 `�'o� 9 � g 6 m y B , eP - , 6e' S9 � 0, :4 2P T D =22 0/0 HALF 4 -1 10 @ 2 -0 4 -1 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K360/188 CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2.00X2.00X0.153 TCXR = 0— 0 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 0— 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 0— 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.1X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00XI.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.1X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 3.7X.111 V5 1 L 1.00XI.00X0.109 2.0X.109 V2. 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1.00X1.00X0.109 2.3X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.0OXI.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.7X.111 7 1 L 1 25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.1X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.1X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN IC L UNIFORM 360/ 188 240 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J10B S80 -04- 0758 -01 LIST 29 WASHINGTON SQUARE MALL FR I , 25— MAR -2005 10: 13: 25 VERT REPL I 3 -1 I 1 2 -10 1 WEBS TCXL 0 D P 0 0 0 t '0 9 ; 6 , > -\ 6, > e -9 > e S,9 a 2 2P T D =22 0/0 HALF 3 -10 10 @ 2 -0 3 -10 PANELS 0 -10 5/8 0 -10 5/8 WORKLEN +4" = 29- 5 1/4 22K520/308 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 3 0/0 TOP CHORD 2 L 2.00X2.00X0.200 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.200 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 3.8X.325 V4 1 L 1.00X1.0OX0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2.0X.111 8R 1 L 1.00X1.00X0.109 2.0X.109 3 1 L 1.50X1.50X0.170 2.9X.170 7R 1 L 1.50X1,50X0.115 2.0X.115 4 1 L 1.50X1.50X0.138 4 1X 138 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1,00X1.00X0.109 2.0X.109 6R 1 L 1.00X1 00X0.109 3.1X.109 5 1 L 1.50X1.50X0.170 2.6X.170 5R 1 L 1.50X1 50X0.170 2.6X.170 6 1 L 1 00X1.00X0.109 3.1X 109 V6 1 L 1.00X1.00X0.109 2 OX.109 V3 1 L 1.00X1.00X0.109 2 OX.109 4R 1 L 1.50X1.50X0.138 4.1X.138 7 1 L 1 50X1.50X0.115 2.0X 115 3R 1 L 1.50X1.50X0.170 2.9X.170 8 1 L 1 00X1.00X0.109 2.0X.109 2DR 1 L 1.25X1.25X0.111 2.0X.111 2R 1 1 ROUND 3.8X.325 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL TO L UNIFORM 520/ 308 240 PLF 0- 3 0/0 UPLIFT 190 PLF 0- 3 0/0 MAIN TC UNIFORM 520/ 308 PLF 29- 5 1/4 UPLIFT 190 PLF 29- 5 1/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC =0.5/0 0 MARK: J11B 580 -04- 0758 - 01 LIST 29 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 10: 13: 25 VERT REPL 1 2_11 1 1 2-11 1 WEBS v cu /N/\V\V S,9 L p• QQ' 2P 1 D =22 0/0 HALF 3 -11 10 @ 2 -0 3 -11 PANELS 1 -0 3/4 1 -0 3/4 WORKLEN +4" = 29 - 11 1/2 22K480/308 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2.00X2.00X0.200 TCXR = 0— 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0— 6 0/0 BOTTOM CHORD 2 L 2 00X2.00X0.187 BCXR = 0— 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 3.7X.325 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2.0X.111 BR 1 L 1.00X1.00X0.109 2.0X.109 3 1 L 1.50X1.50X0.170 2.8X.170 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.50X1.50X0.115 4.6X.115 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.9X.109 5 1 L 1.50X1.50X0.138 3.0X.138 5R 1 L 1.50X1.50X0.138 3.0X.138 6 1 L 1.00X1.00X0 109 2.9X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1 00X1.00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.115 4.6X.115 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.170 2.8X.170 8 1 L 1.00X1.00X0.109 2.0X.109 2DR 1 L 1.25X1.25X0.111 2.0X.111 2R 1 1 ROUND 3.7X.325 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC LIVE 480/ 308 240 PLF 29 -11 1/2 UPLIFT 190 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J12B S80 -04- 0758 -01 LIST 29 WASHINGTON SQUARE MALL FR I , 25— MAR -2005 10. 13: 25 VERT 2_11 2 -11 REPL + + + + WEBS 0 0 0 o a a 2 �-- 9 N h 6 m ; 6 v 0 P , in bQ' Sq � pQ' e 2P' T rli D =22 0/0 HALF 3 -11 10 @ 2 -0 3 -11 PANELS 1 -0 3/4 1 -0 3/4 WORKLEN +4" = 29 -11 1/2 22K520/308 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2.00X2.00X0.213 TCXR = 0— 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0— 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.200 BCXR = 0— 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 4.0X.325 V4 1 L 1.00XI.00X0.109 2.0X.109 2DL 1 L 1.25X1 25X0.111 2.0X.111 8R 1 L 1.00X1 00X0.109 2.1X.109 3 1 L 1 50X1.50X0 170 3.0X.170 7R 1 L 1.50X1.50X0.115 2.0X.115 4 1 L 1 50X1.50X0.138 4.1X.138 V5 1 L 1.00X1 00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 3.1X.109 5 1 L 1.50X1.50X0.170 2.6X.170 5R 1 L 1.50X1.50X0.170 2.6X.170 6 1 L 1.00X1.00X0 109 3.1X.109 V6 1 L 1.00X1 00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.138 4.1X.138 7 1 L 1.50X1.50X0.115 2.0X.115 3R 1 L 1.50X1.50X0.170 3.0X.170 8 1 L 1.00X1.00X0.109 2.1X.109 2DR 1 L 1.25X1.25X0.111 2.0X.111 2R 1 1 ROUND 4.0X.325 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC LIVE 520/ 308 240 PLF 29 -11 1/2 UPLIFT 190 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J13B S80 -04- 0758 - 01 LIST 29 WASHINGTON SQUARE MALL FR I, 25 —MAR -2005 10: 13: 25 VERT 3_0 3 -1 3/4 REPL 1 { i 1 WEBS TCXR t 2 ` ), 9 N h 6 m '1 6 v 0P " in t?' S 9 co pQ' <3- 29s T BCXL BCXR D =22 0/0 HALF 4 -0 10 @ 2 -0 4 -0 PANELS 0 -10 7/6 0 -10 7/6 WORKLEN +4" = 29- 9 3/4 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2 00X2.00X0.175 TCXR = 0- 1 3/4 LSEAT L 2 00X2.00X0 163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 6 1/4 BOTTOM CHORD 2 L 2.00X2.00X0 163 BCXR = 3- 8 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X.315 V4 1 L 1.00XI.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1 50X0.115 3.4X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.1X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.115 3.1X.115 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.4X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC LIVE 400/ 188 240 PLF 29- 9 3/4 UPLIFT 115 PLF 29- 9 3/4 EXTR TC UNIFORM 400/ 188 PLF 0- 1 3/4 UPLIFT 115 PLF 0- 1 3/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC =0 5/0.0 BC= 0.5/0.0 MARK: J168 S80 -04- 0758 - 01 LIST 30 WASHINGTON SQUARE MALL FR I, 25 -MAR -2005 10: 15: 07 VERT 3 -1 2 -10 REPL 1 i f i WEBS TCXL 0 0 t 2 c 0, 9 N 0 6 m 1 e v e - q in 6 49 g pQ' e 2., T 0 0 =22 0/0 3 -10 10 @ 2 -0 3 -10 HALF PANELS 0 -10 5/B 0 -10 5/B WORKLEN +4" = 29- 5 1/4 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 3 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND .3.3X.304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1 50X0.115 3.4X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.1X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.138 2.6X.138 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1 00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.4X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 7/8 ROUND 3.3X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL IC L UNIFORM 400/ 188 240 PLF 0- 3 0/0 UPLIFT 115 PLF 0- 3 0/0 MAIN TC UNIFORM 400/ 188 PLF 29- 5 1/4 UPLIFT 115 PLF 29- 5 1/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J178 S80 -04- 0758 -01 LIST 30 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 10: 15: 07 VERT REPL 1 -1 1 1 3 -1 1 WEBS 0 0 0 0 0 4 0 2 �Q` 9 j h > 1 6 •:r 0 " : , 9 > 6P S9 n PP e 2 P 1 � u),5) D =22 0/0 HALF 4-1 10 @ 2 -0 4 - 1 PANELS 0 -10 3/4 0 -10 3 WORKLEN +4" = 29 -11 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0 163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X.315 V4 1 L 1.00X1 00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.4X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.1X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.115 3.1X.115 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1 00X1.00X0.109 2 5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.0OXI.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.4X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN IC L UNIFORM 400/ 188 240 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J188 S80 - 04- 0758 -01 LIST 30 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 10: 15: 07 TC 6 -3 1/2 EXTRA 1 i REPL 2r -1 1 3/4� 1 2 -10 i WEBS TCXL 0 0 0 0 0 0 '''''''''''<''''2-1/4/ 9 L') .!, h 6 m '! 6 •v gP -> q in e Sq (ID 1>Q• e 2 P T BCXL BCXR 0 =22 0/0 HALF 3 -10 10 @ 2 -0 3 -10 PANELS 1 -0 7/8 1 -0 7/8 WORKLEN +4" = 29- 9 3/4 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 3/4 TOP CHORD 2 L 2.00X2.00X0.187 TCXR = 0- 0 0/0 LSEAT L 2.00X2 00X0 163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.187 BCXR = 3- 4 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 4.0X.325 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 8R 1 L 1.00X1.00X0.109 2.1X.109 3 1 L 1.50X1.50X0.170 3.3X.170 7R 1 L 1.50X1.50X0.115 2.0X.115 4 1 L 1.50X1.50X0.138 4.7X.138 V5 1 L 1.00X1.00X0.109 2.0X.109 311 2B L 1 00X1.00X0 109 2.5X.109 6R 1 L 1.00X1.00X0.109 2.9X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 5R 1 L 1 50X1.50X0.138 2.9X.138 5 1 L 1.50X1.50X0.115 2.7X.115 V6 1 L 1.00X1.00X0.109 2.0X.109 6 1 L 1.00X1.00X0 109 2.1X.109 4R 1 L 1.25X1.25X0.111 4.5X.111 V3 1 L 1.00X1.00X0.109 2.0X.109 3R 1 L 1.50X1.50X0.138 3.2X.138 7 1 L 1.50X1.50X0.115 2.0X 115 2DR 1 L 1.00X1.00X0.109 2.0X.109 8 1 L 1.50X1.50X0.115 2.0X.115 2R 1 7/8 ROUND 3.5X.304 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 EXTL TC UNIFORM 400/ 188 PLF 0- 1 3/4 UPLIFT 115 PLF 0- 1 3/4 MAIN TC UNIFORM 400/ 188 PLF 29- 9 3/4 • UPLIFT 115 PLF 29- 9 3/4 TC V CONC 2.30/0.00 K 6- 1 3/4 ADDLOAD 1.0/0.0 (PPS: TC =16, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK. J19B 580 -04- 0758 -01 LIST 31 WASHINGTON SQUARE MALL FR I , 25- MAR -2005 10: 17: 15 TC 6 -1 3/4 EXTRA 1 1 ft 2 -11 2 - 11 i REPL 1 i WEBS t ,-, c`'p< '-',.\, 6 j -\ 6 ; e �9 > e 4 2 m 0 CO Q• Z P T 0 D =22 0/0 HALF 3 -11 10 @ 2 -0 3 -11 PANELS 1 -0 3/4 1 -0 3/4 WORKLEN +4" = 29 -11 1/2 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.175 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.9X.315 V4 1 L 1 OOX1.00X0.109 2.0X.109 2DL 1 L 1.00X1 00X0.109 2.0X.109 BR 1 L 1.00X1.00X0.109 2.0X.109 3 1 L 1.50X1.50X0.170 3.0X.170 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.50X1.50X0.138 4.5X.138 V5 1 L 1.00X1.00X0.109 2.0X.109 311 2B L 1 00X1 00X0.109 2 5X.109 6R 1 L 1 00X1 00X0.109 2.7X.109 V2 1 L 1.00X1.00X0.109 2 OX.109 5R 1 L 1.50X1.50X0.138 2.7X.138 5 1 L 1.50X1.50X0.115 2.5X.115 V6 1 L 1 00X1.00X0.109 2.0X.109 6 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.2X.111 V3 1 L 1.00X1 00X0.109 2.0X.109 3R 1 L 1.50X1.50X0.138 3.0X.138 7 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 8 1 L 1.25X1.25X0.111 2.0X.111 2R 1 15/16 ROUND 3.2X.315 DESIGN REQUIREMENTS DEFL LIMITS L R 240 MAIN TC UNIFORM 360/ 188 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 TC V CONC 2.30/0.00 K 6- 1 3/4 ADDLOAD 1.0/0.0 (PPS: TC =16, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J20B S80 -04- 0758 -01 LIST 31 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 10: 17: 15 VERT REPL 1 3 -2 1 1 3 -2 1 WEBS U 0 B D 0 cv Co 6 m • •\ 6 v 0 P -> q Lg c 49 Lg 0 cf; 2P T 0 =22 0/0 HALF 4 -2 10 @ 2 -0 4 -2 PANELS 0 -10 3/8 0 -10 3/8 WORKLEN +4" = 30- 0 3/4 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.200 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0 187 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.6X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1 OOXI.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1 50X0 138 3.0X.138 1 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.5X.111 V5 1 L 1.25X1 25X0.111 2.5X.111 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 3.6X.109 5 1 L 1.50X1.50X0.138 3.0X.138 5R 1 L 1.50X1.50X0.170 2.8X.170 6 1 L 1.00X1 00X0.109 3.1X.109 V6 1 L 1 00X1.00X0.109 2.0X.109 V3 1 L 1.00XI.00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.138 4.1X.138 7 1 L 1.50X1.50X0.115 2.2X.115 3R 1 L 1.50X1.50X0.138 3.3X.138 8 1 L 1.00X1.00X0.109 2.0X.109 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.9X.315 DEFL LIMITS L R DESIGN REQUIREMENTS MAIN TC L UNIFORM 360/ 188 240 PLF 30- 0 3/4 UPLIFT 115 PLF 30- 0 3/4 TC V CONC 2.30/0.00 K 19- 1 0/0 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J22B S80 -04- 0758 -01 LIST 31 WASHINGTON SQUARE MALL FR I , 25- MAR -2005 10: 17: 15 VERT 3_0 REPL1 1 1 3 -0 WEBS 0 :X\ a o 0 -O 9 N h 6 m v 0 -9 1" .1 S3> pP p Q 2 9' T D =22 0/0 HALF 4 -0 10 @ 2 -0 4 -0 PANELS 1 -0 3/8 1 -0 3/8 WORKLEN +4" = 30- 0 3/4 22K350/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2 00X0 163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.0X.315 V4 1 L 1 OOXI.00X0.109 2.0X.109 2DL 1 L 1.00XI.00XO 109 2.0X.109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0 115 3.2X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.00XI.00X0.109 3.8X.109 V5 1 L 1.00XI.00X0.109 2.0X.109 V2 1 L 1.00X1 00X0.109 2.0X.109 6R 1 L 1.00X1 00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2.9X.115 5R 1 L 1.50X1 50X0.115 2.9X.115 6 1 L 1 00X1.00X0 109 2.3X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00XI.00X0.109 2.0X.109 4R 1 L I.00X1.00X0.109 3.8X.109 7 1 L 1.25X1.25X0.111 2 OX.111 3R 1 L 1.50X1.50X0.115 3.2X.115 8 1 L 1 25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.0X.315 DESIGN REQUIREMENTS DEFL LIM ITS L R 240 MAIN TC UNIFORM 360/ 188 PLF 30- 0 3/4 UPLIFT 115 PLF 30- 0 3/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J24B S80 -04- 0758 -01 LIST 31 WASHINGTON SQUARE MALL FR I , 25- MAR -2005 10: 17: 15 VERT 3_0 REPL f i ` 3 -0 1 WEBS . 0 B 0 U O 0 t 2 `'O 9 N <0 6 m '\ 6 c 0P ' to e 49 pP pQ Z P T D =22 0/0 HALF 4 -0 10 @ 2 -0 4 -0 PANELS 1 -0 3/8 1 -0 3/8 WORKLEN +4" = 30- 0 3/4 22K350/188 CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2 OOX2.00X0.163 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2 OOX2.00X0 163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3 OX.315 V4 1 L 1 00X1 00X0.109 2.0X.109 2DL 1 L 1.00XI.00X0.109 2.0X.109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.2X.115 7R 1 L 1.25X1 25X0.111 2.0X.111 4 1 L 1.00XI.00X0.109 3.8X.109 V5 1 L 1.00X1 00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1.00X1 00X0 109 2.3X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00XI.00X0.109 2.0X.109 4R 1 L 1.00XI.00X0.109 3.8X.109 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.2X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00XI.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.0X.315 DESIGN REQUIREMENTS DEFL LI MIT L R LIVE 240 MAIN TC UNIFORM 360/ 188 PLF 30- 0 3/4 UPLIFT 115 PLF 30- 0 3/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK J25B S80 -04- 0758 -01 LIST 32 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 10: 18: 43 VERT REPL 1 3 -1 i � 3 -1 1 WEBS cO 9 N h 6 m 1 6 v 0 • - 9 in e 6;9 io 0 O Q' 2 p. T ") 9 D =22 0/0 HALF 4 -1 10 @ 2 -0 4 -1 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2 00X0.163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.1X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00XI.00X0.109 2.0X.109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.1X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 3.7X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2- 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1.00XI.00X0.109 2.3X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.7X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.1X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.1X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TO L UNIFORM 360/ 188 240 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1 0 /0.0 (PPS TC =15, BC =7) BENDLOAD TC =0.5/0 0 BC= 0.5/0.0 MARK: J26B S80 -04- 0758 - 01 LIST 32 WASHINGTON SQUARE MALL FRI, 25 -MAR -2005 10: 18: 43 VERT 2 -9 REPL1 i 1 2_g 1 WEBS ,. 'O 9 N h 6 m 1 B v 0P �q in 0P Sq ti?' 0 `a, T D =24 0/0 HALF 3 -9 10 @ 2 -0 3 -9 PANELS 1 -2 3/4 1 -2 3/4 WORKLEN +4" = 29 -11 1/2 24K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2X2X0.148 BCXR = 0- 6 0/0 WEB OTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 1 7/8 ROUND 2.8X.304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1 25X1.25X0.111 2.0X.111 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.138 2.8X.138 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 3.5X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1,OOXI.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.2X.109 5 1 L 1.50X1.50X0.115 2.7X.115 5R 1 L 1.50X1.50X0.115 2.7X.115 6 1 L 1 00X1.00X0.109 2.2X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.5X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.138 2.8X.138 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.25X1.25X0.111 2.0X.111 2R 1 7/8 ROUND 2.8X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN IC L UNIFORM 360/ 188 240 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC =0.5/0 0 BC= 0.5/0.0 MARK: J148 S80 -04- 0758 -01 LIST 33 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 10: 20: 43 VERT 2 -9 REPL 1 i 1 2 -10 1 WEBS TCXR c' ° j) 6 m B v 0P � 0P S PQ o ZP T "> 9 D =24 0/0 HALF 3 -9 10 @ 2 -0 3 -9 PANELS 1 -2 1/4 1 -2 1/4 WORKLEN +4" = 29 -10 1/2 24K360/188 CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2X2X0.148 TCXR = 0- 1 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2X2X0.137 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 2.8X.304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2.0X.111 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.138 2.7X.138 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 3.5X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1 00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.2X.109 5 1 L 1.50X1.50X0.115 2.7X.115 5R 1 L 1.50X1.50X0.115 2.7X.115 6 1 L 1 00X1.00X0.109 2.2X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.5X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.138 2.7X.138 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.25X1.25X0.111 2.0X.111 2R 1 7/8 ROUND 2 8X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M LIVE 240 MAIN TC UNIFORM 360/ 188 PLF 29 -10 1/2 UPLIFT 115 PLF 29 -10 1/2 EXTR TC UNIFORM 360/ 188 PLF 0- 1 0/0 UPLIFT 115 PLF 0- 1 0/0 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC =0 5/0.0 • MARK: J15B S80 -04- 0758 -01 LIST 33 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 10: 20: 43 VERT 2 -9 2-9 REPL i i 1 WEBS 0 D 0 0 6 2 �O 9 N h 6 m B v 0P �9 �P S 9 cn a P o 2 9, T o D =24 0/0 HALF 3 -9 10 @ 2 -0 3 -9 PANELS 1 -2 3/4 1 -2 3/4 WORKLEN +4" = 29 -11 1/2 24K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2 00X0.163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 2.9X.325 V4 1 L 1.00XI.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2.0X.111 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0 170 2.5X.170 7R 1 L 1.50X1.50X0.115 2.0X.115 4 1 L 1.25X1.25X0.111 4.0X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.6X.109 5 1 L 1.50X1.50X0.138 2.6X.138 5R 1 L 1.50X1.50X0.138 2.6X.138 6 1 L 1.00XI.00X0.109 2.6X.109 V6 1 L 1.00XI.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.0X.111 7 1 L 1 50X1.50X0.115 2.0X.115 3R 1 L 1.50X1.50X0.170 2.5X.170 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.25X1 25X0.111 2.0X.111 2R 1 1 ROUND 2.9X.325 DESIGN REQUIREMENTS DEFL LI MITS L R 240 MAIN TC UNIFORM 360/ 188 PLF 29 -11 1/2 UPLIFT 175 PLF 29 -11 1/2 ADDLOAD 1.7/0.0 (PPS: TC =15, BC =7) BENDLOAD TC =0 5/0.0 BC= 0.5/0.0 MARK: J23B S80 -04- 0758 - 01 LIST 33 WASHINGTON SQUARE MALL FR I , 25- MAR -2005 10: 20: 43 TCXL 0 0 0 0 0 ---0---- e o 0 o e e ru h 6 m �q v e S n aQ w � n� v "'q Z P 0 0 0 BCXL BCXR 0 =30 0/0 HALF 3 -0 8@ 2 -6 3 -0 PANELS 1 -2 1 -11 3/4 WORKLEN +4" = 29- 1 3/4 30G4N5.4/2.8K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 2 50X2.50X0.197 TCXR = 0- 0 0/0 LSEAT L 3.00X2.00X0.250 RSEAT L 3.00X2.0OX0.250 BCXL = 3- 2 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.200 BCXR = 2- 5 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1.50X1.50X0 170 6.7X.170 7R 1 L 2X2X0.137 2.4X.137 V1 1 L 1.50X1 50X0.138 2.0X.138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 1 50X1.50X0.138 5.8X.138 6R 1 L 1.50X1.50X0.138 2.5X.138 4 2B L 1 50X1.50X0.138 7.5X.138 5R 1 L 2X2X0.137 2.6X.137 V2 1 L 2X2X0.137 4.0X.137 V5 1 L 1.50X1.50X0.170 2.6X.170 5- 1 L 2X2X0.137 2.4X.137 4R 1 L 2.00X2.00X0.187 4.8X.187 6 1 L 1 50X1.50X0.138 2.3X.138 3R 2B L 1.50X1.50X0.138 5.9X.138 V3 1 L 1 50X1.50X0.138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2X2X0.137 2 2X.137 2R 29 L 1.50X1.50X0.138 7.1X.138 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL LIVE UPLIFT 450 PLF 2 0/0 MAIN UPLIFT 450 PLF 29- 1 3/4 TC V CONC 1.80/0.00 K 6- 8 0/0 5.40/2.80 K 6- 8 0/0 14- 2 0/0 21- 8 0/0 ADDLOAD 1 0/0 0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: G1C S80 -04- 0758 - 01 LIST 35 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 10: 27: 11 TCXL TCXR V 6 m 1 �q v C°5' S in cD d M v eQ "' , BCXL BCXR 0 =30 0/0 HALF 3 -0 8@ 2 -6 3 -0 PANELS 1-2 1 -5 WORKLEN +4" = 28- 7 0/0 30G4N10.8/5.6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 3.50X3.50X0.344 TCXR = 0- 1 1/4 LSEAT L 3.50X3.50X0.344 RSEAT L 3.50X3.50X0.344 BCXL = 3- 2 0/0 BOTTOM CHORD 2 L 3.00X3.00X0.227 BCXR = 2- 6 1/2 WEB OTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 2B L 2.50X2.50X0.250 12.8X.187 7R 1 L 2.00X2.00X0.187 3.5X.187 V1 1 L 1.50X1.50X0.138 2.0X.138 V4 1 L 1.50X1. 50X0.138 2.0X.138 3 2B L 2X2X0.137 11.1X.137 6R 1 L 2X2X0.137 4.9X.137 4 2B L 2.00X2.00X0.163 12.2X.163 5R 1 L 2.00X2.00X0.213 3.6X.187 V2 2B L 1.50X1.50X0.138 7.6X.138 G V5 1 L 2.00X2.00X0.163 4.9X.163 5 2B L 1.50X1.50X0.138 4.0X.138 4R 2B L 1.50X1.50X0.170 10.4X.170 6 1 L 2X2X0.137 3.9X.137 3R 2B L 2X2X0.137 10.4X.137 V3 1 L 1 50X1.50X0.138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2.00X2.00X0 163 3.2X.163 2R 2B L 2.00X2 00X0.187 10.3X.187 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL LIVE UPLIFT 750 PLF 2 0/0 MAIN UPLIFT 750 PLF 28- 7 0/0 TC V CONC 3.60/0.00 K 6- 8 0/0 10.80/5.60 K 6- 8 0/0 14- 2 0/0 21- 8 0/0 EXTR UPLIFT 750 PLF 0- 1 1/4 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 AXIAL (TC) ±35 0 K MARK S80 -04- 0758 -01 LIST 35 WASHINGTON SQUARE MALL FR I , 25- MAR -2005 10: 27: 11 TCXL 6 m '\ _9 v o P Sq n c D c.. v G� pQ '9 ,LQ. BCXL BCXR 0 =30 0/0 HALF 3 -0 8 @ 2 -6 3 -0 PANELS 1_2 1 -11 3/4 WORKLEN +4" = 29- 1 3/4 30G4N10.8/5.6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 3.00X3.00X0.281 TCXR = 0- 0 0/0 LSEAT L 3.00X3.00X0.281 RSEAT L 3.00X3.00X0.281 BCXL = 3- 2 0/0 BOTTOM CHORD 2 L 3.00X3.00X0.227 BCXR = 2- 5 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2 50X2.50X0 250 12.8X.187 7R 1 L 2.00X2.00X0.187 3.3X.187 V1 1 L 1.50X1.50X0.138 2.0X.138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 2X2X0.137 11.3X.137 6R 1 L 1 50X1.50X0.170 3.7X.170 4 2B L 2.00X2.00X0.163 12.3X.163 5R 1 L 2.00X2.00X0.187 3.4X.187 V2 2B L 1.50X1.50X0.138 7.5X.138 G V5 1 L 2.00X2.00X0.163 4.9X.163 5 2B L 1.50X1.50X0.138 4.2X.138 4R 2B L 1.50X1 50X0.170 10.1X.170 6 1 L 2X2X0.137 4.1X.137 3R 2B L 2.00X2.00X0.163 9.5X.163 V3 1 L 1 50X1.50X0.138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2.00X2 00X0.163 3 4X.163 2R 2B L 2.00X2 00X0.163 11.5X.163 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL LIUP 240 LIFT 750 PLF 0- 2 0/0 MAIN UPLIFT 750 PLF 29- 1 3/4 TC V CONC 3.60/0.00 K 6- 8 0/0 10.80/5 60 K 6- 8 0/0 14- 2 0/0 21- 8 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK. G3C S80 -04- 0758 -01 LIST 35 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 10: 27: 11 , TCXL t T cp \\\NN M h > Sq PP q ZP BCXL BCXR D =30 0/0 HALF 3 -0 8 @ 2 -6 3 -0 PANELS 1 -2 1 -11 3/4 WORKLEN +4" = 29- 1 3/4 30G4N14.0/7.3K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 3 50X3.50X0.287 TCXR = 0- 0 0/0 LSEAT L 3.50X3.50X0.287 RSEAT L 3.50X3.50X0.287 BCXL = 3- 2 0/0 BOTTOM CHORD 2 L 3.00X3.00X0.313 BCXR = 2- 5 1/4 - WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2.50X2.50X0.250 14 7X.187 7R 2B L 1.50X1.50X0.138 5.6X.138 V1 1 L 1.50X1 50X0.138 2.0X.138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 2.00X2.00X0.187 10.5X.187 6R 1 L 2.00X2.00X0.163 4.9X.163 4 2B L 2.50X2.50X0.250 13.6X.187 5R 2B L 1.50X1.50X0.138 5.9X.138 V2 28- L 1.50X1.50X0.170 7 6X.170 G V5 2B L 1.50X1 50X0.138 7.4X.138 G 5 2B L 1 50X1.50X0.138 5.4X.138 4R 2B L 2.00X2 00X0.187 11.8X.187 6 1 L 2 00X2.00X0.163 4.5X.163 3R 2B L 2.00X2.00X0.187 10.6X.187 V3 1 L 1.50X1.50X0.138 2 OX 138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2 00X2 00X0.213 3 8X.187 2R 2B L 2 50X2 50X0.250 12.8X.187 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL LIVE UPLIFT 875 PLF 2 0/0 MAIN UPLIFT 875 PLF 29- 1 3/4 TC V CONC 4.20/0.00 K 6- 8 0/0 14.00/7.30 K 6- 8 0/0 14- 2 0/0 21- 8 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: G4C S80 -04- 0758 -01 LIST 35 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 10:27: 11 0 l'V/) 0 00 o- 0 0 0 0 6 n �q v (°°:(?‘ Sq n > T c 1? v" 9 P BCXL e o o BCXR D =30 0/0 HALF I 3 -0 8@ 2 -6 3 -0 PANELS 1 -11 3/4 1 -11 3/4 WORKLEN +4" = 29 -11 1/2 30G4N6.0/3 1K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2.50X2 50X0.212 TCXR = 0— 0 0/0 LSEAT L 3 00X2 00X0.250 RSEAT L 3.00X2.00X0.250 BCXL = 2— 7 1/4 BOTTOM CHORD 2 L 2.00X2.00X0.232 BCXR = 2— 5 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 1 50X1.50X0.138 7.8X.138 7R 1 L 2X2X0.137 2.3X.137 V1 1 L 1.50X1.50X0.138 2.0X.138 V4 1 L 1.50X1 50X0.138 2.0X.138 3 2B L 1.50X1.50X0.138 6.5X.138 6R 1 L 1.50X1.5OX0.138 2.4X.138 4 2B L 1.50X1.50X0.138 7.1X.138 5R 1 L 2X2X0.137 2.5X.137 - V2 1 L 1.50X1.50X0.170 2.8X.170 V5 1 L 2X2X0.137 3.9X.137 5 1 L 2X2X0.137 2.8X.137 4R 28 L 1.50X1.50X0.138 7.5X.138 6 1 L 1.50X1.50X0.138 2.7X.138 3R 2B L 1.50X1.5OX0.138 6.8X.138 V3 1 L 1.50X1.50X0 138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2X2X0.137 2.7X.137 2R 2B L 1.50X1.50X0.170 6.6X.170 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 MAIN UPLIFT 450 PLF 29 -11 1/2 TC V CONC 0.90/0.00 K 22— 5 3/4 6.00/3.10 K 7— 5 3/4 14 -11 3/4 22 5 3/4 ADDLOAD 1.0/0.0 (PPS: TC-13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK G5C S80 -04- 0758 -01 LIST 35 WASHINGTON SQUARE MALL FRI, 25— MAR -2005 10: 27: 11 TCXL ( h 6 m 'N _q v r Sq n Lo d n) 9 PP 0 9 2P BCXL BCXR D =30 0/0 HALF 3 -0 8 @ 2 -6 3 -0 PANELS 1-5 1 -11 3/4 WORKLEN +4" = 29- 4 3/4 30G4N12.0/6.1K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 3.50X3 50X0.344 TCXR = 0- 0 0/0 LSEAT L 3.50X3.50X0.344 RSEAT L 3.50X3.50X0.344 BCXL = 3- 2 0/0 BOTTOM CHORD 2 L 3 00X3.00X0.250 BCXR = 2- 6 1/4 WEB OTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 2B L 2.00X2 00X0.187 11.1X 187 7R 1 L 2.00X2,0OX0.187 3.2X.187 . V1 1 L 1.50X1 50X0.138 2.0X.138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 2X2X0.137 11.2X.137 6R 1 L 1.50X1.50X0.138 4.5X.138 4 2B L 1.50X1.50X0 170 11.2X 170 5R 1 L 2 00X2.00X0.187 3.4X.187 V2 1 L 2.00X2.00X0.187 4.7X.187 V5 1 L 2.00X2.00X0.187 4.7X.187 5 1 L 2.00X2 00X0.213 3.8X 187 4R 2B L 1.50X1.50X0.170 10.8X.170 6 1 L 1.50X1.50X0.170 4._1X.170 3R 2B L 2.00X2.00X0.163 10.2X.163 V3 1 L 1.50X1 50X0.138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2.00X2.00X0.213 3.6X.187 2R 2B L 2.00X2.00X0.163 12.3X.163 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 EXTL UPLIFT 450 PLF 0- 2 0/0 MAIN UPLIFT 450 PLF 29- 4 3/4 TC V CONC 12.00/6.10 K 6 -11 0/0 14- 5 0/0 21 -11 0/0 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 AXIAL(TC) ±35 0 K MARK: G6C S80 -04- 0758 -01 LIST 36 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 10: 38: 53 N h 6 �9 v ,P S, in T c� PP ;9 2P BCXL BCXR D =30 0/0 HALF 3 -0 8 @ 2 -6 3 -0 PANELS 1 -11 3/4 1 -11 3/4 WORKLEN +4" = 29 -11 1/2 30G4N12.0/6 1K CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3 00X3.00X0.281 TCXR = 0- 0 0/0 LSEAT L 3.00X3 00X0.281 RSEAT L 3.00X3.00X0.281 BCXL = 2- 7 1/4 BOTTOM CHORD 2 L 3.00X3.00X0.250 BCXR = 2- 5 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2.00X2.00X0.163 12.4X.163 7R 1 L 2.00X2.00X0.187 3.4X.187 V1 1 L 1.50X1.50X0.138 2.0X.138 V4 1 L 1.50X1.50X0.138 2.0X.138 3 2B L 2.00X2.00X0.163 10.3X.163 6R 1 L 1.50X1.50X0.170 3.9X.170 4 2B L 1.50X1.50X0.170 11.0X.170 5R 1 L 2.00X2.00X0.213 3.6X.187 V2 1 L 2.00X2.00X0.187 4.7X.187 V5 1 L 2.00X2.00X0.187 4.7X.187 5 1 L 2.00X2.00X0.213 3.6X.187_ 4R 2B L 1.50X1.50X0.170 11.0X.170 6 1 L 1.50X1.50X0.170 3.9X.170 3R 2B L 2.00X2.00X0.163 10.3X.163 V3 1 L 1.50X1 50X0.138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2.00X2.00X0.187 3.4X.187 2R 2B L 2 00X2.00X0.163 12.4X.163 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN LIVE UPLIFT 450 PLF 240 1/2 TC V CONC 12.00/6.10 K 7- 5 3/4 14 -11 3/4 22 5 3/4 ADDLOAD 1 0 /0.0 (PPS: TC =13, BC =6) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK. G7C S80 -04- 0758 -01 LIST 36 WASHINGTON SQUARE MALL FRI, 25 -MAR -2005 10: 38: 53 TCXR N 6 m '\ v ( to cn c' '') 9 0 q Sq O "' 9 'e BCXL BCXR D =30 0/0 HALF 3 -0 8@ 2 -6 3 -0 PANELS 1 -11 3/4 1 -5 WORKLEN +4" = 29- 4 3/4 30G4N14.5/7.5K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3.50X3.50X0.287 TCXR = 0- 1 1/4 LSEAT L 3.50X3.50X0.287 RSEAT L 3.50X3.50X0.287 BCXL = 2- 7 1/4 BOTTOM CHORD 2 L 3.00X3.00X0.313 BCXR = 3- 0 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2.50X2.50X0.250 12.8X.187 7R 2B L 1.50X1.50X0.138 5.9X.138 V1 1 L 1.50X1.50X0 138 2 OX.138 V4 1 L 1 50X1.50X0.138 2.0X.138 3 26 L 2.00X2.00X0.187 10.6X.187 OR 1 L 2.00X2.00X0.187 4.4X.187 4 2B L 2.00X2.00X0.187 11.8X.187 5R 2B L 1.50X1.50X0.138 6.1X.138 V2 2B L 1.50X1.50X0.138 7.6X.138 G V5 2B L 1.50X1.50X0.138 7.6X.138 G 5 2B L 1.50X1.50X0.138 5 5X.138 4R 2B L 2.50X2.50X0.250 12.8X.187 6 1 L 1.50X1.50X0.170 4.4X.170 3R 2B L 2.00X2.00X0.163 11.3X.163 V3 1 L 1.50X1.50X0.138 2.0X.138 V6 1 L 1.50X1.50X0.138 2.0X.138 7 1 L 2.00X2.00X0.213 3.9X.187 2R 2B L 2.50X2.50X0.250 13.2X.187 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN LI UPLIFT 525 PLF 24 29- 4 3/4 TC V CONC 14.50/7.50 K 7- 5 3/4 14 -11 3/4 22- 5 3/4 EXTR UPLIFT 525 PLF 0- 1 1/4 ADDLOAD 1.0/0.0 (PPS: TC =13, BC =6) BENDLOAD TC =0.5/0 0 BC= 0.5/0.0 MARK: GBC S80 -04- 0758 - 01 LIST 36 WASHINGTON SQUARE MALL FR I , 25- MAR -2005 10: 38: 53 • TCXR q ' in OQ `99 cD • - `S.9 m rn c� 9 p �9 2P BCXL BCXR D =30 0/0 HALF 3 -9 3/4 3 -4 PANELS 16 @ 1 -9 • WORKLEN +4" = 35- 1 3/4 30G5N5 4/2 8K CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3 00X3.00X0 227 TCXR = 0- 1 1/4 LSEAT L 3.00X3 00X0.227 RSEAT L 3.00X3.00X0.227 BCXL = 3- 5 0/0 BOTTOM CHORD 2 L 3.00X3 00X0.250 BCXR = 3- 4 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2X2X0.137 11.6X.137 V5 1 L 1 50X1.50X0.138 2.0X.138 V1 1 L 1.50X1.50X0 138 2.0X 138 1OR 1 L 1.50X1.50X0.138 2.9X.138 3 2B L 1.50X1.50X0.170 6.3X.170 OR 1 L 1.50X1.50X0.138 2.0X.138 4 2B L 1.50X1.50X0.138 7.7X.138 V6 1, L 1.50X1.50X0.170 2.6X.170 V2 1 L 1.50X1.50X0.170 2.9X.170 BR 1 L 1.50X1.50X0.138 4.0X.138 5 1 L 2X2X0.137 3.8X.137 7R 1 L 2X2X0.137 4.1X.137 6 1 L 1.50X1.50X0.170 3.0X.170 V7 1 L 1.50X1.50X0.138 2.0X.138 V3 1 L 1.50X1.50X0.138 2.0X.138 6R 1 L 1.50X1.50X0.170 3.4X.170 7 1 L 2X2X0.137 3.7X.137 5R 1 L 2X2X0.137 4.2X.137 8 1 L 1.50X1.50X0.138 3.6X.138 V8 1 L 1.50X1.50X0.170 2.6X.170 V4 1 L 1.50X1.50X0.170 2.7X.170 4R 2B L 1.50X1.50X0.138 7.5X.138 9 1 L 1.50X1.50X0.138 2.0X.138 3R 2B L 1.50X1.50X0.138 7.6X.138 10 1 L 1.50X1.50X0.138 2.0X.138 V9 1 L 1.50X1.50X0.138 2.0X.138 2R 2B L 1.50X1.50X0.170 8.3X.170 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN LI UPLIFT 450 PLF 24 35- 1 3/4 TC V CONC 0.90/0.00 K 7- 3 3/4 0.40/0.00 K 14- 3 3/4 5.40/2.80 K 7- 3 3/4 14- 3 3/4 21- 3 3/4 28- 3 3/4 EXTR UPLIFT 450 PLF 0- 1 1/4 ADDLOAD 1.0/0.0 (PPS: TC =19, BC =9) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: G9C S80 -04- 0758 -01 LIST 36 WASHINGTON SQUARE MALL FRI, 25 -MAR -2005 10: 38:53 TCXL TCXR Q ''p in O `9q (g r-.. ca m N /N 7 / \ \ I 1 <9 0) e 9 e i',9 ts- `''.P 2 BCXL BCXR 0 =30 0/0 HALF 3-3 3-4 PANELS 16 @ 1 -9 WORKLEN +4" = 34- 7 0/0 30G5N10.8/5.6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 1/4 TOP CHORD 2 L 4.00X4.00X0.438 TCXR = 0- 1 1/4 LSEAT FLT 1/2 X 8 RSEAT FLT 1/2 X 8 BCXL = 3- 5 0/0 BOTTOM CHORD 2 L 3.50X3.50X0.313 BCXR = 3- 4 0/0 WEB QTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 28 L 2 50X2.50X0.250 16.9X.187 V5 1 L 1.50X1.50X0.138 2.0X.138 V1 1 L 1.50X1 50X0.138 2.0X.138 1OR 1 L 1.50X1.50X0.170 3.5X.170 3 2B L 2 OOX2.00X0.213 12 7X.187 9R 1 L 2.00X2 00X0.163 3.7X.163 4 2B L 2.00X2.00X0.187 12.7X.187 V6 1 L 2.00X2.00X0.163 4.9X.163 V2 2B L 1.50X1.50X0.138 8.0X.138 G BR 26 L 1.50X1.50X0.138 8.2X.138 5 2B L 1.50X1.50X0.138 7.7X.138 7R 2B L 1.50X1 50X0.170 6.7X.170 6 2B L 1 50X1.50X0.138 7.6X.138 V7 1 L 1 50X1.50X0.138 2.0X.138 V3 1 L 1.50X1.50X0.138 2.0X.138 6R 2B L 1.50X1.50X0.138 8.3X.138 7 2B L 1.50X1.50X0.138 7.5X 138 5R 2B L 1.50X1.50X0.170 6.8X.170 8 2B L 1.50X1.50X0 138 7 4X 138 V8 1 L 2.00X2.00X0.163 4.9X.163 V4 2B L 1.50X1.50X0.138 6 9X.138 G 4R 2B L 2.00X2.00X0.163 12.8X.163 9 2B L 1 50X1.50X0.138 5.8X.138 3R 2B L 2.00X2.00X0.187 11.2X.187 10 1 L 2.00X2.00X0.163 3 7X.163 V9 1 L 1.50X1.50X0.138 2.0X.138 2R 2B L 2 00X2.00X0.187 15.2X.187 MARK: G10C S80 -04- 0758 -01 LIST 36 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 10: 38: 53 DESIGN REQUIREMENTS DEFL LIMITS L MITS R 240 EXTL UPLIFT 450 PLF 0- 2 0/0 MAIN UPLIFT 450 PLF 34- 7 0/0 TC V CONC 4.60/0.00 K 6- 9 0/0 2.30/0.00 K 13- 9 0/0 10.80/5.60 K 6- 9 0/0 13- 9 0/0 20- 9 0/0 27- 9 0/0 EXTR UPLIFT 450 PLF 0- 1 1/4 ADDLOAD 1.0/0.0 (PPS. TC =19, BC =9) BENDLOAD' TC =0 5/0.0 BC= 0.5/0.0 AXIAL (TC) ±35.0 K MARK: G10C S80 -04- 0758 -01 LIST 36 WASHINGTON SQUARE MALL • FRI, 25- MAR -2005 10: 38: 53 TCXR N CO v 0) ' 0 In C) 0 9 0 h C0 01 BCXL BCXR D =30 0/0 HALF 3 -9 3/4 3 -4 PANELS 16 @ 1 -9 WORKLEN +4" = 35- 1 3/4 30G5N10 8/5 6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 4.00X4.00X0.375 TCXR = 0- 1 1/4 LSEAT FLT 1/2 X 8 RSEAT FLT 1/2 X 8 BCXL = 3- 5 0/0 BOTTOM CHORD 2 L 3.00X3 0OX0.313 BCXR = 3 4 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2 50X2 50X0.250 15.2X.187 V5 1 L 1.50X1.50X0.138 2.0X.138 V1 1 L 1 50X1 50X0.138 2.0X.138 1OR 1 L 2X2X0.137 3.6X.137 3 2B L 2 00X2.00X0.187 10.2X.187 OR 1 L 2X2X0.137 3.6X.137 4 2B L 1 50X1.50X0.170 11.2X.170 V6 1 L 2.00X2.00X0.163 4.9X.163 V2 1 L 2.00X2.00X0.163 4.9X.163 8R 2B L 1.50X1.50X0.138 7.2X.138 5 2B L 1.50X1.50X0.138 7.1X.138 7R 2B L 1.50X1.50X0.138 7.3X.138 6 2B L 1 50X1.50X0.138 7.0X.138 V7 1 L 1.50X1.50X0.138 2.0X.138 V3 1 L 1.50X1.50X0.138 2.0X.138 6R 2B L 1.50X1.50X0.138 7.4X.138 7 2B L 1 50X1 50X0.138 6.9X.138 5R 2B L 1.50X1 50X0.138 7.5X.138 8 2B L 1.50X1.50X0.138 6.9X.138 V8 1 L 2.00X2.00X0.163 4.9X.163 V4 1 L 2.00X2 00X0.163 4 9X.163 4R 2B L 2.00X2.00X0.187 10.4X.187 9 1 L 2X2X0.137 3.6X.137 3R 2B L 2.00X2.00X0.187 10.5X.187 10 1 L 2X2X0.137 3 6X 137 V9 1 L 1 50X1.50X0 138 2.0X.138 2R 2B L 2 50X2.50X0.250 14 2X.187 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN LIVE UPLIFT 450 PLF 1 3/4 TC.V CONC 10.80/5.60 K 7- 3 3/4 14- 3 3/4 21- 3 3/4 28- 3 3/4 EXTR UPLIFT 450 PLF 0 - 1/4 ADDLOAD 1.0/0.0 (PPS: TC =19, BC =9) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 AXIAL (TC) ±35.0 K MARK: G11C S80 - 04- 0758 -01 LIST 37 WASHINGTON SQUARE MALL FR I , 25- MAR -2005 10: 51: 54 TCXR t;'/ (v m v 0 '6) in O i m n m M T 2 h G t9 0 9 <o 9 P Q " 9 q ' BCXL BCXR D =30 0/0 HALF 3 -9 3/ 3 -4 PANELS 16 @ 1 -9 WORKLEN +4" = 35- 1 3/4 30G5N10.8/5.6K CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 3.50X3.50X0.313 TCXR = 0- 1 1/4 LSEAT L 3 50X3.50X0 313 RSEAT L 3.50X3.50X0.313 BCXL = 3- 5 0/0 BOTTOM CHORD 2 L 3.00X3.00X0 313 BCXR = 3 4 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 2B L 2.50X2.50X0.250 15.1X.187 V5 1 L 1.50X1.50X0.138 2.0X.138 V1 1 L 1.50X1.50X0.138 2.0X.138 1OR 1 L 2X2X0.137 3.6X.137 3 2B L 2.00X2.00X0.187 10.1X.187 9R 1 L 2X2X0.137 3.6X.137 4 2B L 2.00X2.00X0.187 10.1X.187 V6 1 L 2.00X2.00X0.163 4.9X.163 V2 1 L 2.00X2.00X0.163 4.9X.163 8R 2B L 1.50X1.50X0.138 7.2X.138 5 2B L 1.50X1.50X0.138 7.0X.138 7R 2B L 1.50X1.50X0.138 7.3X.138 6 2B L 1.50X1.50X0.138 7.0X 138 V7 1 L 1.50X1.50X0.138 2.0X.138 V3 1 L 1.50X1.50X0.138 2.0X.138 6R 2B L 1.50X1.50X0.138 7.4X.138 7 2B L 1.50X1 50X0.138 6.9X.138 5R 2B L 1.50X1.50X0.138 7.4X.138 8 2B L 1.50X1.50X0.138 6.8X.138 V8 1 L 2.00X2.00X0.163 4.9X.163 V4 1 L 2.00X2.00X0.163 4.9X.163 4R 2B L 2.00X2.00X0.187 10.4X.187 9 1 L 2X2X0.137 3.6X.137 3R 2B L 2.00X2 00X0.187 10.4X.187 10 1 L 2X2X0.137 3 6X 137 V9 1 L 1.50X1.50X0.138 2.0X.138 2R 2B L 2.50X2.50X0 250 14.1X.187 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 MAIN UPLIFT 450 PLF 35- 1 3/4 TC V CONC 10.80/5.60 K 7- 3 3/4 14- 3 3/4 21- 3 3/4 28- 3 3/4 EXTR UPLIFT 450 PLF 0- 1 1/4 ADDLOAD 1.0/0.0 (PPS: TC =19, BC =9) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: G12C S80 -04- 0758 -01 LIST 37 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 10: 51: 54 VERT 3_3 REPL 1 i 1 3 -3 1 WEBS 0 p 2 c',2) v > c� 6 > 9 0 r ; S OP 9 �Q � 9 j �Q S > aP firlt M A9 D =28 0/0 HALF 4 -3 .14 @ 2 -4 4 -3 PANELS 1 =1 1 =1 WORKLEN +4" = 43— 4 0/0 28LH560/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 3.00X3.00X0.227 TCXR = 0 0 0/0 LSEAT L 3.00X2.00X0.250 RSEAT L 3.00X2.00X0.250 BCXL = 0— 8 3/4 BOTTOM CHORD 2 L 2 50X2.50X0.250 BCXR = 0— 8 3/4 WEB OTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 1 1 -1/16 ROUND 5.2X.336 V5 1 L 1.25X1.25X0.111 2.0X.111 2DL 1 L 1.25X1.25X0.111 2.0X 111 1OR 1 L 1.25X1.25X0.111 2.9X.111 3 2B L 1.25X1.25X0.111 7.1X.111 9R 1 L 1.50X1.50X0.115 2.8X.115 4 2B L 1.25X1.25X0.111 8.3X.111 V6 1 L 1.25X1.25X0.111 2.0X.111 V2 1 L 1.25X1.25X0.111 2.0X..111 8R 1 L 1.25X1.25X0.111 3.4X.111 5 1 L 2.00X2.00X0.163 4.8X.163 7R 1 L 2X2X0.137 3.7X.137 6 1 L 1.50X1.50X0.170 3.8X.170 V7 1 L 1.25X1.25X0.111 2.0X.111 V3 1 L 1 25X1 25X0.111 2 OX.111 6R 1 L 1.50X1.50X0.170 3.8X.170 7 1 L 2X2X0.137 3.7X,137 5R 1 L 2.00X2.00X0.163 4.8X.163 8 1 L 1 25X1.25X0.111 3.4X.111 V8 1 L 1.25X1.25X0.111 2.0X.111 V4 1 L 1 25X1.25X0.111 2.0X.111 4R 2B L 1.25X1.25X0 111 8.3X.111 9 1 L 1 50X1.50X0.115 2.8X.115 3R 2B L 1.25X1.25X0.111 7.1X.111 10 1 L 1 25X1 25X0 111 2.9X.111 2DR 1 L 1.25X1.25X0.111 2.0X.111 2R 1 1 -1/16 ROUND 5.2X.336 DESIGN REQUIREMENTS DEFL LIMITS L R M LIVE 240 MAIN TC UNIFORM 560/ 188 PLF 43— 4 0/0 UPLIFT 115 PLF 43— 4 0/0 ADDLOAD 1.0/0.0 (PPS: TC =19, BC =9) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: T1C S80 -04- 0758 -01 LIST 38 WASHINGTON SQUARE MALL FR I, 25— MAR -2005 10: 55: 31 VERT 2 -4 2 -4 REPL 1 i i 1 WEBS t 2 0 9� /\-) � � Q � \r/ � 0 9 � P m P rn P '2-9' T \��' > / \/ 9 (9 (tiP \ ;0 ,9 e 49 > 6 � 0 0 D =24 0/0 HALF 3 -0 16 @ 2 -0 3 -0 PANELS 0 -10 1/4 0 -10 1/4 WORKLEN +4" = 39- 8 1/2 24LH360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.232 TCXR = 0- 0 0/0 LSEAT L 3 00X2.00X0.250 RSEAT L 3.00X2.00X0.250 BCXL = 0- 7 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.232 BCXR = 0- 7 0/0 WEB OTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 1 1 ROUND 2.9X.325 11R 1 L 1.25X1.25X0.111 2.0X.111 2DL 1 L 1.25X1.25X0.111 2.0X.1.1 V6 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 2X2X0.137 3.7X.137 10R 1 L 1.25X1.25X0.111 2.4X.111 4 1 L 1 50X1 50X0.170 3.6X.170 9R 1 L 1.25X1.25X0.111 2.1X.111 V2 1 L 1 25X1.25X0.111 2.0X.111 V7 1 L 1.25X1.25X0.111 2.0X.111 5 1 L 1.50X1.50X0.170 3.1X.170 8R 1 L 1.25X1.25X0.111 2.8X.111 6 1 L 1.50X1.50X0.115 4.0X.115 7R 1 L 1.50X1.50X0.115 3.4X.115 V3 1 L 1 25X1 25X0.111 2.0X.111 V8 1 L 1.25X1.25X0.111 2.0X.111 7 1 L 1 50X1.50X0.115 3.4X.115 OR 1 L 1.50X1.50X0.115 4.0X.115 8 1 L 1.25X1.25X0.111 2.8X.111 5R 1 L 1.50X1.50X0.170 3.2X.170 V4 1 L 1.25X1.25X0.111 2.0X.111 V9 1 L 1.25X1.25X0.111 2.0X.111 9 1 L 1.25X1.25X0.111 2.1X.111 4R 1 L 1.50X1.50X0.170 3.6X.170 10 1 L 1.25X1.25X0.111 2.4X.111 3R 1 L 2X2X0.137 3.7X.137 V5 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.25X1.25X0.111 2.0X.111 11 1 L 1.25X1.25X0.111 2.0X.111 2R 1 1 ROUND 2.9X.325 DESIGN REQUIREMENTS DEFL LIMITS L R M LIVE 240 MAIN TC UNIFORM 360/ 188 PLF 39- 8 1/2 UPLIFT 190 PLF 39- 8 1/2 ADDLOAD 1.0/0.0 (PPS: TC =21, BC =10) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 POS DRIFT 0./ 100.PLF LENGTH 3 -10 3/4 STARTS 35- 9 3/4 MARK T2C S80 -04- 0758 -01 LIST 38 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 10. 55: 31 VERT 2_q REPL 1 1 1 2 -4 1 WEBS 6 6 6 0 t r v (Al h 6 j 1 6 ° / to > , 1 1, 9 0 ti& 9,9 > e >9 T e 6, rn t ,.<? a 2P T v nL 0 0 0 BCXL BCXR D =24 0/0 HALF 3 -0 16 @ 2 -0 3 -0 PANELS 0 -10 1/4 0 -10 1/4 WORKLEN +4" = 39- 8 1/2 24LH360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0 232 TCXR = 0- 0 0/0 LSEAT L 3.00X3 00X0.250 RSEAT L 3.O0X3.00X0.250 BCXL = 2- 6 1/4 BOTTOM CHORD 2 L 2.00X2.00X0.232 BCXR = 2- 6 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 2.9X.325 11R 1 L 1.25X1 25X0.111 2.0X.111 2DL 1 L 1 25X1.25X0 111 2.0X.111 V6 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 2X2X0.137 3.7X.137 1OR 1 L 1.25X1 25X0.111 2.4X.111 4 1 L 1.50X1.50X0.170 3.6X.170 9R 1 L 1.25X1 25X0.111 2.1X.111 V2 1 L 1.25X1.25X0.111 2.0X.111 V7 1 L 1 25X1.25X0.111 2.0X.111 5 1 L 1.50X1.50X0.170 3.1X.170 8R 1 L 1.25X1 25X0.111 2.8X.111 6 1 L 1.50X1.50X0.115 4.0X.115 7R 1 L 1.50X1.50X0.115 3.4X.115 V3 1 L 1 25X1.25X0.111 2.0X.111 V8 1 L 1.25X1.25X0.111 2.0X.111 7 1 L 1.50X1.50X0.115 3.4X.115 OR 1 L 1.50X1.50X0.115 4.0X.115 8 1 L 1 25X1.25X0.111 2.8X.111 5R 1 L 1.50X1.50X0.170 3.2X.170 V4 1 L 1.25X1.25X0.111 2.0X.111 V9 1 L 1.25X1.25X0.111 2.0X.111 9. 1 L 1.25X1.25X0.111 2.1X.111 4R 1 L 1.50X1.50X0.170 3.6X.170 10 1 L 1.25X1.25X0.111 2.4X.111 3R 1 L 2X2X0.137 3.7X.137 V5 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.25X1.25X0.111 2.0X.111 11 1 L 1.25X1.25X0.111 2.0X.111 2R 1 1 ROUND 2.9X.325 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC 360/ 188 240 PLF 39- 8 1/2 UPLIFT 190 PLF 39- 8 1/2 ADDLOAD 1.0/0.0 (PPS' TC =21, BC =10) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 POS DRIFT 0 / 1.00 PLF LENGTH 3 -10 3/4 STARTS 35- 9 3/4 MARK T3C S80 -04- 0758 -01 LIST 38 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 10: 55: 31 VERT 2_q REPL 1 1 1 2 -4 1 WEBS t 0 v > h \ 66\\\j '1 O j 7O ; (-'\. � g e 9 j. pe � T fie' S pQ / a 'e' �' N 1 0 o I Q \ /\\\\\\\ � � BCXL BCXR 0 =24 0/0 HALF 3 -0 16 @ 2 -0 3 -0 PANELS 0-15 0-15 WORKLEN +4" = 39- 8 1/2 24LH360/188 CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.232 TCXR = 0- 0 0/0 LSEAT L 3.00X3.00X0.250 RSEAT L 3.00X3.00X0.250 BCXL = 2- 6 1/4 BOTTOM CHORD 2 L 2.00X2.00X0.232 BCXR = 2 6 1/4 WEB QTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 1 1 ROUND 2.9X.325 11R 1 L 1.25X1.25X0.111 2.0X.111 2DL 1 L 1.25X1.25X0.111 2 0X.111 V6 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 2X2X0.137 3.7X.137 10R 1 L 1.25X1.25X0.111 2.4X.111 4 1 L 1 50X1.50X0.170 3.6X.170 9R - 1 L 1.25X1.25X0.111 2.1X.111 V2 1 L 1.25X1.25X0.111 2.OX 111 V7 1 L 1.25X1.25X0.111 2.0X.111 5 1 L 1.50X1.50X0.170 3.1X.170 8R 1 L 1 25X1 25X0.111 2.8X.111 6 1 L 1.50X1.50X0.115 4 OX.115 7R 1 L 1.50X1.50X0.115 3.4X.115 V3 1 L 1.25X1 25X0 111 2.OX 111 V8 1 L 1.25X1 25X0.111 2.0X.111 7 1 L 1.50X1 50X0.115 3.4X.115 6R 1 L 1 50X1 50X0.115 4.0X.115 8 1 L 1.25X1 25X0.111 2.8X.111 5R 1 L 1.50X1.50X0.170 3.2X.170 V4 1 L 1 25X1.25X0 111 2.0X.111 V9 1 L 1.25X1.25X0.111 2 0X.111 9 1 L 1 25X1.25X0.111 2.1X 111 4R 1 L 1.50X1. 50X0.170 3.6X.170 10 1 L 1.25X1.25X0 111 2.4X.111 3R 1 L 2X2X0.137 3.7X.137 V5 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.25X1 25X0.111 2.0X.111 11 1 L 1.25X1 25X0.111 2.0X.111 2R 1 1 ROUND 2.9X.325 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC LIVE 360/ 188 240 PLF 39- 8 1/2 UPLIFT 190 PLF 39- 8 1/2 ADDLOAD 1.0/0.0 (PPS: TC =21, BC =10) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 POS DRIFT 0./ 100.PLF LENGTH 3 -10 3/4 STARTS 35- 9 3/4 MARK: T4C S80- 04- 0758 -01 LIST 38 WASHINGTON SQUARE MALL . FR I, 25- MAR -2005 10: 55: 31 VERT 2_4 REPL I 1 12 -4 1 WEBS t cD 0 9 N h 6` m 1 6' v 0 o in ti :7 n 1 0 q 0P q ca 0P q rn? p 2 c D =24 0/0 HALF 3 -0 16 @ 2 -0 3 -0 PANELS 0 -10 1/4 0-10 WORKLEN +4" = 39— 8 1/2 24LH480/308 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2 50X2.50X0.230 TCXR = 0— 0 0/0 LSEAT L 2.50X2.50X0.197 RSEAT L 2.50X2.50X0.197 BCXL = 0— 8 3/4 BOTTOM CHORD 2 L 2.50X2.50X0.212 BCXR = 0— 8 3/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 3.7X.325 11R 1 L 1.25X1.25X0.111 2.3X.111 2DL 1 L 1 25X1.25X0.111 2.0X.111 V6 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 2.00X2.00X0.163 4.0X.163 1OR 1 L 1.25X1.25X0.111 2.4X.111 4 1 L 2.00X2.00X0.187 4.3X.187 9R 1 L 1.50X1.50X0.115 2.6X.115 V2 1 L 1.25X1.25X0.111 2.0X.111 V7 1 L 1.25X1.25X0.111 2.0X.111 5 1 L 2.00X2.00X0.163 4.2X.163 8R 1 L 1.25X1.25X0.111 3.6X.111 6 1 L 1.50X1.50X0.138 4.3X.138 7R 1 L 1.50X1.50X0.170 2.9X.170 V3 1 L 1 25X1.25X0.111 2.0X.111 V8 1 L 1.25X1 25X0.111 2.0X.111 7 1 L 1 50X1.50X0.170 2 9X.170 6R 1 L 1.50X1.50X0.138 4.3X.138 8 1 L 1.25X1.25X0.111 3 6X 111 5R 1 L 2.00X2.00X0.163 4.2X.163 V4 1 L 1.25X1 25X0.111 2 OX 111 V9 1 L 1.25X1 25X0.111 2.0X.111 9 1 L 1.50X1 50X0.115 2 6X 115 4R 1 L 2.00X2.00X0.163 4.9X.163 10 1 L 1.25X1.25X0 111 2 4X.111 3R 1 L 2 00X2 00X0.163 4.0X.163 V5 1 L 1.25X1 25X0.111 2.0X.111 2DR 1 L 1.25X1.25X0.111 2.0X.111 11 1 L 1.25X1.25X0.111 2.3X.111 2R 1 1 ROUND 3.8X.325 DESIGN REQUIREMENTS DEFL LI MITS L R 240 MAIN TC UNIFORM 480/ 308 PLF 39— 8 1/2 UPLIFT 190 PLF 39— 8 1/2 ADDLOAD 1.0/0.0 (PPS: TC =21, BC =10) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 POS DRIFT 0./ 100.PLF LENGTH 3 -10 3/4 STARTS 35— 9 3/4 MARK. T5C S80 -04- 0758 - 01 LIST 38 WASHINGTON SQUARE MALL FR I , 25— MAR -2005 10: 55: 31 VERT 3 -1 REPL i 1 i 2 -10 1 WEBS TCXL 0 0 �'p< 9 > 6 j •\ 6 > eP �,9 > 0P S,9 cn a e - 2P' T � D =22 0/0 HALF 3 -10 10 @ 2 -0 3 -10 PANELS 0 -10 5/8 0 -10 5/8 WORKLEN +4" = 29- 5 1/4 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 3 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.3X.304 V4 1 L 1.00XI.00X0.109 2.0X.109 2DL 1 L 1 OOXI.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1 50X1.50X0.115 3.4X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.1X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.138 2.6X.138 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00XI.00X0.109 2.OX 109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1 25X1.25X0 111 2 OX.111 3R 1 L 1.50X1.50X0.115 3.4X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1 OOXI.00X0.109 2.0X.109 2R 1 7/8 ROUND 3.3X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL TC L UNIFORM 400/ 188 240 PLF 0- 3 0/0 UPLIFT 115 PLF 0- 3 0/0 MAIN TC UNIFORM 400/ 188 PLF 29- 5 1/4 UPLIFT 115 PLF 29- 5 1/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J1C S80 -04- 0758 -01 LIST 39 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 10: 59: 39 TC 7 -9 3/4 EXTRA 1 1 REPL i 3 -0 i 2 -10 3/1 WEBS TCXL TCXR 0 0 0 0 t c' c O 9 N h 6 cn '1 6 c CP -,9 e S q % LID pP Zg' 2F' 1 BCXL BCXR D =22 0/0 HALF 3 -9 10 @ 2 -0 3 -9 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29- 3 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 3 0/0 TOP CHORD 2 L 2.00X2.00X0.187 TCXR = 0- 1 3/4 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 4 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.187 BCXR = 3- 5 0/0 . WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.5X.304 8R 1 L 1.50X1.50X0.115 2.0X.115 2DL 1 L 1.00XI.00X0.109 2.0X.109 7R 1 L 1.50X1.50X0.115 2.0X.115 3 1 L 1.50X1.50X0.138 3.2X.138 V5 1 L 1.00XI.00X0.109 2.0X.109 4 1 L 1.25X1.25X0.111 4.6X.111 6R 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1 00X1 00X0 109 2.0X.109 5R 1 L 1.50X1.50X0.115 2.5X.115 5 1 L 1.50X1 50X0.138 3.0X.138 11T1 2B L 1.00X1.00X0.109 2.6X.109 6 1 L 1 00X1 00X0.109 3.0X.109 V6 1 L 1 OOXI.00X0.109 2 OX.109 V3 1 L 1 00X1 00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.138 4.5X.138 7 1 L 1.50X1 50X0.115 2 1X.115 3R 1 L 1.50X1.50X0.170 3.1X.170 8 1 L 1.00XI.00X0.109 2 OX.109 2DR 1 L 1.00X1.00X0.109 2.0X.109 V4 1 L 1 OOXI.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.9X.315 MARK: J2C S80 - 04- 0758 -01 LIST 39 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 10: 59: 39 DESIGN REQUIREMENTS DEFL LIMITS L R M LIVE EXTL TOE UNIFORM 400/ 188 240 PLF 0- 3 0/0 UPLIFT 115 PLF 0- 3 0/0 MAIN TC UNIFORM 400/ 188 PLF 29- 3 1/2 UPLIFT 115 PLF 29- 3 1/2 TC V CONC 2 K 21- 7 1/2 EXTR TC UNIFORM 400/ 188 PLF 0- 1 3/4 UPLIFT 115 PLF 0- 1 3/4 ADDLOAD 1 0 (PPS: TC =16, BC =7) BENDLOAD TC= 0.5/0.0 BC =0 5/0.0 MARK: J2C S80 -04- 0758 -01 LIST 39 WASHINGTON SQUARE MALL FR I , 25- MAR -2005 10: 59: 39 VERT REPL 1 3 -0 1 � 3 -4 1 WEBS TCXL TCXR 0 0 0 0 0 0 t 2 `'6 v tv h 6 m '1 6 v e �,9 in cog" 6 q LD aQ' pQ 2 P T ( / BCXL BCXR D =22 0/0 HALF 3 -9 10 @ 2 -0 3 -9 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29- 3 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 3 0/0 TOP CHORD 2 L 2 00X2.00X0.163 TCXR = 0- 7 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 4 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 3- 5 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.2X 304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00XI.00XO 109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.138 2.8X.138 7R 1 L 1 25X1.25X0.111 2.0X.111 4 1 L 1 25X1.25X0.111 4.1X.111 V5 1 L 1 00X1.00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1 00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.138 2.6X.138 5R 1 L 1.50X1.50X0.138 2.6X.138 6 1 L 1.00X1.00X0 109 2.5X.109 V6 1 L 1.00X1 00X0.109 2.0X.109 V3 1 L 1.00X1 00X0.109 2.0X 109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.138 2.8X.138 8 1 L 1.25X1 25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 7/8 ROUND 3.2X.304 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 EXTL TC UNIFORM 400/ 188 PLF 0- 3 0/0 UPLIFT 115 PLF 0- 3 0/0 MAIN TC UNIFORM 400/ 188 PLF 29- 3 1/2 UPLIFT 115 PLF 29- 3 1/2 EXTR TC UNIFORM 400/ 188 PLF 0- 7 0/0 UPLIFT 115 PLF 0- 7 0/0 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J3C 880 -04- 0758 -01 LIST 39 WASHINGTON SQUARE MALL FR I , 25- MAR -2005 10: 59: 39 VERT REPL 1 3 -1 1 1 3 -1 1 WEBS e o 6 o e a t 2 ` 9 (; 0 6 r; '\ 6 Q e - q g be' S q (g 0' p 2P T D =22 0/0 HALF 4-1 10 @ 2 -0 4 -1 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0— 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0— 6 0/0 BOTTOM CHORD 2 L 2.00X2 00X0.163 BCXR = 0— 6 0/0 WEB OTY SIZE WELD SIZE WEB OTY SIZE WELD SIZE 2 1 15/16 ROUND 3.1X.315 V4 1 L 1.00XI.00X0.109 2.0X.109 2DL 1 L 1 00X1 00X0.109 2.0X.109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1 50X1.50X0.115 3 1X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 3 7X.111 V5 1 L I.00XI.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.OX 109 6R 1 L 1.00X1.00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1.00X1.00X0.109 2.3X.109 V6 1 L 1 00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0 109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.7X.111 7 1 L 1 25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.1X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1 00X0.109 2.0X.109 2R 1 15/16 ROUND 3.1X.315 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 MAIN TC UNIFORM 360/ 188 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) . BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J4C S80 - 04- 0758 -01 LIST 39 WASHINGTON SQUARE MALL FRI, 25— MAR -2005 10: 59: 39 VERT 3 -0 3/4 3 -6 REPL I H 1 1 WEBS TCXL TCXR 0 0 t c' `° O 9 N h 6 m 1 6 v e -q i n 6P S,9 ig 0 pQ' ,, T BCXL BCXR D =22 0/0 HALF 3 -11 10 @ 2 -0 3 -11 PANELS o -10 7/8 0 -10 7/8 WORKLEN +4" = 29- 7 3/4 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 1 3/4 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 7 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 7 0/0 BOTTOM CHORD 2 L 2X2X0.148 BCXR = 3- 7 0/0 WEB OTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3:0X.304 V4 1 L 1.0OXI.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 'L 1.50X1.50X0.115 3.1X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.00XI.00X0.109 3.8X.109 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00XI.0OX0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1 00X1.00X0.109 2.3X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1 00X0.109 2 OX.109 4R 1 L 1.00X1.00X0.109 3.8X.109 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.1X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 7/8 ROUND 3.0X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL IC L UNIFORM 360/ 188 PLF 0- 1 3/4 UPLIFT 115 PLF 0- 1 3/4 MAIN TC UNIFORM 360/ 188 PLF 29- 7 3/4 UPLIFT 115 PLF 29- 7 3/4 EXTR TC UNIFORM 360/ 188 PLF 0- 7 0/0 UPLIFT 115 PLF 0- 7 0/0 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK' J5C S80 -04 0758 -01 LIST 39 WASHINGTON SQUARE MALL FR I , 25- MAR -2005 10: 59: 39 VERT 5 -4 1/2 3 -0 REPL 1 1 1 1 WEBS TCXL t 2 °' O 9 N h 6 m 1 9 v 0 P �q L(") e 5:9 a P pQ 2P t < > > > > > 0 (I, ") 9 • D =22 0/0 HALF 4 -0 10 @ 2 -0 4 -0 PANELS 1 -0 1/e 1 -0 1/e WORKLEN +4" = 30- 0 1/4 22K350/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 2- 4 1/2 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 0 0/0 LEMEM L 1.50X1.50X0.170 6- 2 0/0 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.1X.304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.3X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 3.7X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1.00X1 00X0.109 2.3X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1 OOXI.00X0.109 2.0X.109 4R 1 L 1.00X1.00X0.109 3.8X.109 7 1 L 1.25X1 25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.2X.115 8 1 L 1.25X1 25X0.111 2 OX 111 2DR 1 L 1.00X1. 00X0.109 2.0X.109 2R 1 15/16 ROUND 3.0X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL IC L UNIFORM 360/ 188 240 PLF 2- 4 1/2 UPLIFT 115 PLF 2- 4 1/2 MAIN TC UNIFORM 360/ 188 PLF 30- 0 1/4 UPLIFT 115 PLF 30- 0 1/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J6C S80 -04- 0758 -01 LIST 40 WASHINGTON SQUARE MALL FR I , 25 -MAR -2005 11: 02: 49 VERT REPL 1 3 -7 1 1 3 -0 1 WEBS TCXL '0 9 N h 6 m 1 6 v e -q m �P S, 0 t,9- pQ 2 p T BCXL BCXR D =22 0/0 HALF 4 -0 10 @ 2 -0 4 -0 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29- 9 1/2 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 7 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 0 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 8 0/0 BOTTOM CHORD 2 L 2X2X0.148 BCXR = 3- 6 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.0X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.1X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.00X1.00X0.109 3.8X.109 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.3X.109 5 1 L 1 50X1.50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1 00X1 00X0.109 2.3X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X 109 4R 1 L 1.00X1.00X0.109 3.8X.109 7 1 L 1 25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.1X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.0X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL TO L UNIFORM 360/ 188 240 PLF 0- 7 0/0 UPLIFT 115 PLF 0- 7 0/0 MAIN TC UNIFORM 360/ 188 PLF 29- 9 1/2 UPLIFT 115 PLF 29- 9 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC =0 5/0.0 MARK: J7C S80 -04- 0758 - 01 LIST 40 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 11: 02: 49 TC 7 -9 3/4 EXTRA 1 1 VEEWF REPL1 3 - 1 1 � 2 -10 1 WEBS TCXL 0 0 0 0 D 0 t 2 � 0P - q in e 6 ' , 9 '7 ''2 , up p, e ZP t D =22 0/0 3 -10 10 @ 2 -0 3 -10 HALF PANELS 0 -10 5/6 0 -10 5/8 WORKLEN +4" = 29- 5 1/4 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 3 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 0 0/0 LSEAT L 2X2X0 137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.175 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.3X.304 BR 1 L 1.25X1.25X0.111 2.0X.111 2DL 1 L 1.00X1.00X0.109 2.0X 109 7R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1 50X1.50X0.138 2.9X 138 V5 1 L 1.00X1.00X0.109 ,2.0X.109 4 1 L 1.25X1.25X0.111 4.3X.111 6R 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 5R 1 L 1.50X1.50X0.115 2.3X.115 5 1 L 1 50X1.50X0.138 2.8X.138 11T1 2B L 1.00X1.00X0.109 2.6X.109 6 1 L 1.00X1.00X0.109 2.9X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.138 4.3X.138 7 1 L 1.50X1.50X0.115 2.0X.115 3R 1 L 1.50X1.50X0.170 2.8X.170 8 1 L 1.00X1.00X0.109 2.0X.109 2DR 1 L 1.00X1.00X0.109 2.0X.109 V4 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.7X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M LIVE 240' EXTL TC UNIFORM 360/ 188 PLF 0- 3 0/0 UPLIFT 115 PLF 0- 3 0/0 MAIN TC UNIFORM 360/ 188 PLF 29- 5 1/4 UPLIFT 115 PLF 29- 5 1/4 IC V CONC 2.30/0.00 K 21- 7 1/2 ADDLOAD 1.0/0 0 (PPS: TC =16, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J8C S80 -04- 0758 -01 LIST 40 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 1 1: 02: 49 VERT 3 -1 REPL 1 1 1 2 -10 1 WEBS TCXL t c' ` 9 cu h 6' m '\ 6 v 09" -> q to coQ' S,9 co pQ' p 2P T D =22 0/0 HALF 3 -10 10 @ 2 -0 3 -10 PANELS o -10 55/8 0 -10 5/8 WORKLEN +4" = 29- 5 1/4 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 3 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2X2X0.148 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3.0X.304 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.1X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.00X1.00X0.109 3.8X.109 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1 00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.3X.109 5 1 L 1 50X1.50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1 00X1.00X0.109 2.3X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.00X1.00X0.109 3.8X.109 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.1X.115 8 1 L 1 25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 7/8 ROUND 3.0X.304 DESIGN REQUIREMENTS DEFL LIMITS L R 240 EXTL TC UNIFORM 360/ 188 PLF 0- 3 0/0 UPLIFT 115 PLF 0- 3 0/0 MAIN TC UNIFORM 360/ 188 PLF 29- 5 1/4 UPLIFT 115 PLF 29- 5 1/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK. J9C S80 -04- 0758 - 01 LIST 40 WASHINGTON SQUARE MALL FRI, 25- MAR -2005 1 1: 02: 49 VERT 3 -1 REPL 1 1 1 3 -1 { WEBS 0 0 0 0 U 0 0 B t c0 9 N h 6 m '1 6 v e --).9 in e S9 u) c(?' 6 Q' 'Rs T BCXL BCXR D =22 0/0 HALF 4 -1 10 @ 2 -0 4 -1 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2 00X2.00X0.175 TCXR = 0— 0 0/0 LSEAT L 2 00X2.00X0 163 RSEAT L 2 00X2 00X0.163 BCXL = 3— 7 1/4 BOTTOM CHORD 2 L 2 00X2 00X0.163 BCXR = 3— 7 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1 00X1.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.4X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.1X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.115 3.1X.115 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.4X.115 B 1 L 1 25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 MAIN TC UNIFORM 400/ 188 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J10C S80 -04- 0758 -01 LIST 40 WASHINGTON SQUARE MALL FR I, 25— MAR -2005 1 1: 02: 49 VERT 3 -0 3 -1 3/4 REPL 1 i i WEBS TCXR e o t a V 9 N h 6 m 1 6 v 0P - "9 n 6 Q. S, Lo i> 2' O Q 2P T BCXL BCXR D =22 0/0 HALF 4 -0 10 @ 2 -0 4 -0 PANELS 0 -10 7/8 0 -10 7/8 WORKLEN +4" = 29- 9 3/4 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0 175 TCXR = 0- 1 3/4 LSEAT L 2 00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 3- 6 1/4 BOTTOM CHORD 2 L 2 00X2 00X0 163 BCXR = 3- 8 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.4X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.1X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1 00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.115 3.1X.115 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.4X.115 8 1 L 1.25X1 25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC L UNIFORM 400/ 188 240 PLF 29- 9 3/4 UPLIFT 115 PLF 29- 9 3/4 EXTR TC UNIFORM 400/ 188 PLF 0- 1 3/4 UPLIFT 115 PLF 0- 1 3/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J11C S80 -04- 0758 -01 LIST 41 WASHINGTON SQUARE MALL FR I , 25- MAR - 2005 11: 05: 39 VERT 3 -1 REPL 1 i 1 2 -10 1 WEBS TCXL 0 0 \ 0 0 B i °' 0 9 N 0 6 m '1 v e -> q in c S 9 (JD pQ' . e 2 p T D =22 0/0 HALF 3 -10 10 @ 2 -0 3 -10 PANELS o -10 5/8 0 -10 5/8 WORKLEN +4" = 29- 5 1/4 22K480/308 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 3 0/0 TOP CHORD 2 L 2.00X2.00X0.187 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2 OOX2.00X0.187 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 3.6X.325 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.25X1.25X0.111 2.0X.111 8R 1 L 1.00X1.00X0.109 2.0X.109 3 1 L 1 50X1.50X0 138 3.3X.138 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.50X1.50X0.115 4.6X.115 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.9X.109 5 1 L 1.50X1.50X0.138 3.0X.138 5R 1 L 1.50X1.50X0.138 3.0X.138 6 1 L 1.00X1.00X0.109 2.9X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1 00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.115 4.6X.115 7 1 L 1.25X1 25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.138 3.3X.138 8 1 L 1.00X1.00X0.109 2.0X.109 2DR 1 L 1.25X1.25X0.111 2.0X.111 2R 1 1 ROUND 3.6X.325 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 EXTL TC UNIFORM 480/ 308 PLF 0- 3 0/0 UPLIFT 190 PLF 0- 3 0/0 MAIN TC UNIFORM 480/ 308 PLF 29- 5 1/4 UPLIFT 190 PLF 29- 5 1/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J12C S80 -04- 0758 -01 LIST 41 WASHINGTON SQUARE MALL FR I , 25- MAR -2005 11: 05: 39 EXTRA 7 -9 3/4 R 3 -1 2 -10 EPL 1 i WEBS TCXL o V 0 0 t 2 `°O /Nj / m 1 6 ->9 ul e S9 ."'' cn aP . 64. 2p, ' D =22 0/0 HALF 3 -10 10 @ 2 -0 3 -10 PANELS 0 -10 5/8 0 -10 5/8 WORKLEN +4" = 29- 5 1/4 22K360/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 3 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 0 0/0 LSEAT L 2X2X0.137 RSEAT L 2X2X0.137 BCXL -. 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0 163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 7/8 ROUND 3 1X.304 BR 1 L 1.25X1.25X0.111 ' 2.0X.111 2DL 1 L 1.00XI.00X0.109 2.0X.109 7R 1 L 1 25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.3X.115 V5 1 L 1.00X1.00X0.109 2.0X.109 4 1 L 1.25X1.25X0.111 4.0X.111 6R 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1 OOXI.00XO 109 2.OX 109 5R 1 L 1 50X1.50X0.115 2.5X.115 5 1 L 1.50X1.50X0.138 2.6X.138 111 2B L 1.00X1.00X0.109 2.0X.109 6 1 L 1.00XI.00X0.109 2.6X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00XI.00XO 109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.5X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.138 3.1X.138 8 1 L 1.00XI.00X0.109 2.0X.109 2DR 1 L 1.00X1.00X0.109 2.0X.109 V4 1 L 1.00XI.00X0.109 2.0X.109 2R 1 7/8 ROUND 3.4X.304 DESIGN REQUIREMENTS DEFL LIMITS L R M EXTL IC L UNIFORM 360/ 188 240 PLF 0- 3 0/0 UPLIFT 115 PLF 0- 3 0/0 MAIN TC UNIFORM 360/ 188 PLF 29- 5 1/4 UPLIFT 115 PLF 29- 5 1/4 TC V CONC 1.20/0.00 K 21- 7 1/2 ADDLOAD 1.0/0.0 (PPS: TC =16, BC =7) BENDLOAD TC =0.5/0 0 BC= 0.5/0.0 MARK: J13C S80 -04- 0758 -01 LIST 41 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 1 1: 05: 39 VERT REPL 1 2_11 1 � 2-11 WEBS e o 0 o a 1 2 J O 9 N h 6 m '1 9 •v 0 P -> ,9 in 6P S 9 l0 pP e 29 T D =22 0/0 HALF 3 -11 10 @ 2 -0 3 -11 PANELS 1 -0 3/4 1 -0 3/4 WORKLEN +4" = 29 -11 1/2 22K480/308 CHORD FY = 50 KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2.00X2.00X0.200 TCXR = 0— 0 0/0 LSEAT L 2X2X0 137 RSEAT L 2X2X0.137 BCXL = 0— 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.187 BCXR = 0— 6 0 /0. WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 1 ROUND 3.7X.325 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1.25X1 25X0.111 2.0X.111 BR 1 L 1.00X1.00X0.109 2.0X.109 I 3 1 L 1.50X1 50X0.170 2.8X 170 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.50X1.50X0.115 4.6X.115 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.9X.109 5 1 L 1.50X1 50X0 138 3.0X.138 5R 1 L 1.50X1.50X0.138 3.0X.138 6 1 L 1.00X1.00X0.109 2.9X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1 00X1.00X0.109 2.0X.109 4R 1 L 1.50X1.50X0.115 4.6X.115 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.170 2.8X.170 8 1 L 1 00X1.00X0.109 2.0X.109 2DR 1 L 1.25X1.25X0.111 2.0X.111 2R 1 1 ROUND 3.7X.325 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TO L UNIFORM 480/ 308 240 PLF 29 -11 1/2 UPLIFT 190 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J14C S80 -04- 0758 -01 LIST 41 WASHINGTON SQUARE MALL FR I, 25— MAR -2005 1 1. 05: 39 VERT REPL 1 3 -1_ � 3 -1 1 WEBS / 2 `JO 6 m . 1 6 v 0 P - " ) ,9 tn (0 P S,9 LID t.9" e 2 (a t 9 D =22 0/0 HALF 4-1 10 @ 2 -0 4 -1 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K350/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 0 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0— 0 0, /0 LSE.AT L 2X2X0 137 RSEAT L 2X2X0.137 BCXL = 0— 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 0— 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.1X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1 00X1.00X0 109 2.OX 109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.1X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1 25X1.25X0.111 3:7X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1 00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2 9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1.00X1.00X0.109 2.3X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.7X.111 7 1 L 1 25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.1X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.1X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TC LIVE 360/ 188 240 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC =O 5/0.0 BC= 0.5/0.0 MARK: J15C S80 -04- 0758 - 01 LIST 41 WASHINGTON SQUARE MALL FR I, 25— MAR -2005 11. 05: 39 I VERT REPL 1 3 -1 1 3 -1 1 WEBS 2 `JO 9 N h 6 m 1 6 v e -9 in e Sq cD pQ' p 0 =22 0/0 HALF 4 -1 10 @ 2 -0 4 -1 PANELS 0 -10 3/4 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0- 0 0/0 LSEAT L 2X2X0 137 RSEAT L 2X2X0.137 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X.315 V4 1 L 1.00XI.00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 BR 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.4X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.1X.111 V5 1 L 1.00XI.00X0.109 2.0X.109 V2 1 L 1.00XI.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1.50X1.50X0.115 3.1X.115 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1.00X0.109 2.5X.109 V6 1 L 1.00XI.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1 25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.4X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00XI.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LIMITS L R M MAIN TO L UNIFORM 400/ 188 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J16C S80 -04- 0758 -01 LIST 42 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 11: 07: 37 VERT REPLI 3 -1 1 1 3 -1 1 WEBS t , / v > h 6• j 1 6 j coP -, 9 > c S,9 to p Q r 2P T 0) '9 D =22 0/0 HALF 4 -1 • 10 @ 2 -0 4 -1 PANELS 0-10 3/a 0 -10 3/4 WORKLEN +4" = 29 -11 1/2 22K360/188 CHORD FY = KSI WEB FY = 50. KSI TCXL = 0- 0 0/0 TOP CHORD 2 L 2.00X2.00X0.163 TCXR = 0- 0 0/0 LSEAT L 2.00X2 00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 0- 6 0/0 BOTTOM CHORD 2 L 2 00X2 00X0 163 BCXR = 0- 6 0/0 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.1X.315 V4 1 L 1.00X1 00X0.109 2.0X.109 2DL 1 L 1.00X1.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.115 3.1X.115 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 3.7X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00XI.00X0.109 2.3X.109 5 1 L 1.50X1.50X0.115 2.9X.115 5R 1 L 1.50X1.50X0.115 2.9X.115 6 1 L 1.00X1.00X0 109 2.3X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0.109 2.0X.109 4R 1 L 1.25X1.25X0.111 3.7X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.1X.115 B 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.1X.315 DESIGN REQUIREMENTS DEFL LI MITS L R 240 MAIN TC UNIFORM 360/ 188 PLF 29 -11 1/2 UPLIFT 115 PLF 29 -11 1/2 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK J17C S80 -04- 0758 -01 LIST 42 WASHINGTON SQUARE MALL FR I, 25- MAR -2005 1 1: 07: 37 VERT REPL1 3 -7 1 1 3 -0 1 WEBS TCXL t 2 „, N h 6 j 1 6 7 0P -),9 > e 69 Lg PP 2 2.c T 0 p 9 BCXR D =22 0/0 HALF 4 -0 10 @ 2 -0 4 -0 PANELS 0 -10 7/B 0 -10 7/B WORKLEN +4" = 29— 9 3/4 22K400/188 CHORD FY = 50. KSI WEB FY = 50. KSI TCXL = 0— 7 0/0 TOP CHORD 2 L 2.00X2.00X0.175 TCXR = 0— 0 0/0 LSEAT L 2.00X2.00X0.163 RSEAT L 2.00X2.00X0.163 BCXL = 0— 6 0/0 BOTTOM CHORD 2 L 2.00X2.00X0.163 BCXR = 3— 6 1/4 WEB QTY SIZE WELD SIZE WEB QTY SIZE WELD SIZE 2 1 15/16 ROUND 3.3X.315 V4 1 L 1.00X1.00X0.109 2.0X.109 2DL 1 L 1 00X1.00X0.109 2.0X.109 8R 1 L 1.25X1.25X0.111 2.0X.111 3 1 L 1.50X1.50X0.138 2.8X.138 7R 1 L 1.25X1.25X0.111 2.0X.111 4 1 L 1.25X1.25X0.111 4.1X.111 V5 1 L 1.00X1.00X0.109 2.0X.109 V2 1 L 1.00X1.00X0.109 2.0X.109 6R 1 L 1.00X1.00X0.109 2.5X.109 5 1 L 1 50X1.50X0.138 2.6X.138 5R 1 L 1.50X1.50X0.115 3.1X.115 6 1 L 1.00X1 00X0.109 2.5X.109 V6 1 L 1.00X1.00X0.109 2.0X.109 V3 1 L 1.00X1.00X0 109 2.0X.109 4R 1 L 1.25X1.25X0.111 4.1X.111 7 1 L 1.25X1.25X0.111 2.0X.111 3R 1 L 1.50X1.50X0.115 3.4X.115 8 1 L 1.25X1.25X0.111 2.0X.111 2DR 1 L 1.00X1.00X0.109 2.0X.109 2R 1 15/16 ROUND 3.3X.315 DESIGN REQUIREMENTS DEFL LIMITS L R MITS 240 EXTL TC UNIFORM 400/ 188 PLF 0— 7 0/0 UPLIFT 115 PLF 0— 7 0/0 MAIN TC UNIFORM 400/ 188 PLF 29— 9 3/4 UPLIFT 115 PLF 29— 9 3/4 ADDLOAD 1.0/0.0 (PPS: TC =15, BC =7) BENDLOAD TC= 0.5/0.0 BC= 0.5/0.0 MARK: J18C S80 -04- 0758 -01 LIST 42 WASHINGTON SQUARE MALL FR I, 25— MAR -2005 11: 07: 37 ? Ge)a 4,4, 56, ,Q( ° ' o15y . • ., • U • . Bulletin 154 Rev.0 Model G4A _., ® Quick Response Concealed 5' Automatic Sprinkler The Concealer UL Quick Response . . • FM Standard Response ,• • • . _ n4 . • �t' t ' • � t • 1 . Concealed Sprinkler With a . :.,.•.: . - - ; _ Y2 (13mm) or 1X" (38mm) , � • '` • . Adjustment t ` • •i► ' Features .+,. 1. Push-on/Thread-off cover plate attachment . , ti =.,: '..;.,- with y" (13mm) assembly adjustment. " ' ..e � . ''f 2. Smooth aesthetic ceiling profile. ' ':� ' "s r ! t • • 3. Factory installed protective cap. , g •+ - ' ,� . brass, chrome or black '- . 4. Available in br ar -. `;,' , • ,, plated and white painted finishes. -.1R . 5. Ordinary temperature rating. k' :it : ref ' °" -. — - - L.. • - f ' Y f Approvals & Listings • "�� , • 1. Underwriters l.abortories, Inc. (UL)- Quick Response The Model G4A Concealer is designed for use where aes- 2. Underwriters Laboratories of Canada (ULC) thetic appearance i i . Offices, hospitals, motels and Quick Response restaurants are but a few of the applications where it can be 3. Factory Mutual Research Cap. (FM) used It is available in different once sizes allowing the de- Standard ssiignner to optimize system performance, thereby achieving a • Light Hazard Owes T Model G4A Concealer° is a UL Listed Quick Response No Limitations Concealed sprinkler intended for use in accordance with NFPA • Ordinary Hazard Occupancies 13. FM Approves this sprinkler as a standard response con- ' cealed sprinker intended for use in accordance with FM Loss Groups 1 8 2 Wet Systems Only Prevention Data Sheet 2-8N. 4. NYC MEA 258 - Quick Response Product Description The Reliable Model G4A Conceal uses a proven quick re- U.S. Patent number 4, 880, 063. sponse fusible element in a standard style sprinkler frame with a drop -down deflector: This assembly is recessed into the ceiling Application and concealed by a flat push-on/thread-off cover plate PP assembly. The push-on/thread-off cover plate assembly and The Reliable Model G4A sprinkler cup assemblies are held tight by a flexible tooth en- Concealer is the most versatile gagement to the threaded cup. This threaded engagement quick response concealed sprin- provides 1/2' (13mm) of cover adjustment The flat cover plate is kler available. tt provides the best '' attached to the skirt using 135°F (57°C) ordinary temperature form of fire protection while offer- • classication solder, forming the cover plate ing an attractive appearance and - __ assembly. 1" (13rrrn) of cover adjustment i- - When the ceiling temperature rises, the solder holding the flat for ease of installation. The small , _ •�� cover plate melts, the flat cover plate released thus exposing diameter push - on/thread -off - the sprinkler inside to the rising ambient temperature. cover plate assembly is easily at- A! The subsequent fusing of the element opens the waterway tacked and blends into the ceiling, and causes the deflector to distribute the water. My secure en- concealing the most dependable gagement between the cover plate and cup will assure that the fire protection available. an auto- drop -dawn deflector is property looted belay the ceiling„ matic sprinWer system. The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon , New York, 10552 Installation ` Ordering Information Do not install the G4A Concealer' in ceilings which have posi- 1. Sprinkler Model I -_ a • five pressure in the space above. 2. Nominal Orifice t - .\ 11 1 - - -`,, • Cut a 2% inch (67mm) diameter hie in the ceiling, thesprin- 3. Rat Cover Plate kler is easily installed with the Model G4 Wrench. The Assembly Finish wrench has drive tangs which insert into the cup slots. 4. Inlet Type iii • When installing a sprinkler the wrench is first positioned into the /alp assembly until the wrench tangs engage the dive slots in the Lof the cup (there are two sets of Cover Plate Finishes " drive slots in the alp) sprinkler is then tightened into 1 ' :�°•"° the pipe fitting. When inserting or removing the wrench from Standard Finishes KTM the sprinkler cep assembly, care should be taken to_prevent Bronze damage to the sprinkler: DO NOT WRENCH ON ANY Chrome OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. Final White Paint (2' Model G4 Sprinkler adjustment of the cover is made by hand turning the cover Special Application Wrench in the clockwise direction until it is ht against theceiling. S p� ppl A protective cap is provided to protecf the drop -dawn sprinkler Finishes UL Listing Category deflector from damage which could occur during construction Bright Brass before the cover plate is installed. The cap is factory installed in- Black Plating Sprinklers, Automatic and side the sprinkler cup. Remove cap to Install sprinkler, then Black Paint Open re- install cap until the cover plate is installed. Off White° Quick Response Sprinkler Maintenance Satin Chrome UL Guide Number The Model G4A Concealer" should be inspected quarterly " Other finishes and colors are VNIV and the sprinkler system maintained in accordance with NFPA C L o rls � u M tacnlos43, ef r s 25. Do not clean sprinklers with soap and water, ammonia or any FM Approval of Cie painted finish other cleaning fluids. Remove any sprinkler that has been is 6mited to white and off -white painted (other than factory applied) or damaged in any way. A M int All Plated finishes are Approved stock of spare sprinklers should be maintained to allow quick re- placement of damaged or operated sprinklers. Prior to installa- Temperature Rating tion, sprinklers should be maintained in the original cartons and Cover w Ambient packaging to minimize the potential for damage to sprinklers that Classification Sprinlder Plate Temp. would cause improper operation or ikon operation. Ordinary 165°F/74°C 135°F/57 "c 100 °F /38°C Technical Data Total Nominal Nominal K Factor Thread Approvals Sprinkler Sprinkler Inlet Adjustment Orifice US Metric Identitcatlon (SIN) Non Adjustable 12" (13mm) 14" (15mm) 5.6 80 1/2" NPT (R14) 1,2,3,4 R5415 Non Adjustable 1/2" (13mm) ,{a (11mm) 4.2 60 it "NPT (RY) 1,2,4 R5413 Non Adjustable 1/2" (13mm) 3ya" (10mm) 2.8 40 14 "NPT (R14) 1,2,3,4 R5411 Adjustable 11'x" (38mm) Y2" (15mm) 5.6 80 1" NPT Male or Female 1,2,4 R5418 Adjustable 1Y, (38mm) 34" (11mm) 4.2 60 1" NPT Male or Female 1,2,4 R5413 Adjustable 11/2" (38mm) X" (10mm) 2.8 40 1" NPT Male or Female 1,2,4 P5412 ,. . mloc _ �_ . .1 7` r , moo f I — h— ill _.1.._...-@_ ' I l i _ v , I I I � • f fl . ' --Jl `Y - - 1 P--- 1 . ff 0, Y II Ei QUO" -,, 110.4- ,�, > I or CEU6 4717 Ittill _ I iiIi:�� i'1ii�e ,,....„„„,,..,.._34,,„..__4 ..,,..-_, T____.--_ .wf. VfoikMr , ,,s i rpp ° y,rJ Fig.1 - 1/2" NPT Non - Adjustable Inlet Fig. 2 - 1" NPT Male- Adjustable Inlet Fig. 3 - 1" NPT Female- Adjustable Inlet The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association. Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distrbuted by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States. Canada and foreign counties. kl .: � Allred The Reliable Automatic Sprinkler Co., Inc. ReIiabId (800) 431-1588 Sales Offices (800) 848-6051 1 Sales Fax Revision lines indicate updated or new data. � — ' (914) 668-3470 Corporate Offices vmw retabl®prmlder corn Internet Address EG Printed in USA 06102 PM 9999970150