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OF POST C/C=SOQ 50 OR 41'-!3' -� � --� r- � -� - - - --T n 1 81 CL OF UILD COL. i �---i �4 I I - TO !C L -,J Li _ rt Ll. �. LLl J I ! i --44" i 40' i e B s I s q� _/c � 9005bR I , 1 _ _ _ I — I _ 11 BAYS 100 _C/C = CC/ ---- - - - _ _ . I �► �- 11-00 OR 9i' 8' ffni I I 40' I 14G f -- 3 BAYS a 100 C/C = 800 OR 6('-6' --- 1---- ----1 Li Lj Li 13 BAYS @ 100' C/IC = 1300 OR 108'-41 --- 7'-5. W. 412• i 42' * 42' 159 - 12'� 12' i 36 42 40' I CIS Of: TIGARQ ..............App. loved. ...., 2 I 1 Cond+tiO""Y Approved" ,gibed 11" ' . For Only Inn viotk 2�S do6Qs _ ._i- Pic' ANIII r"ws 1,401w PERtAll See Cellar t0. F011^w .. ..� om 06M A;,t,a�ci� . — !SAi� r �1 Wob Ad<1"-'s� Otte• Py iEV'D & APPR'D BY SAL E. FATEEN Karie Ln 114,4 13UP98-90182 '�l E. f W4 of I0 _ UNARCO RAMC UNLES©T111 ' 14/98 FRAC ±16 FLOOR PLO AP;G f _ -_ MATWERIAL HANDLING cma"D — Mir UK@ ON ~ Vr ,, 1" USE DIMENSIONS SHOWN UB C> loth RTL mow, a JIM DO NOT SCALE DRAWING - A � � _ � 0 _ _ n MD a ,IMt 5/14/�l Ff#llrtlf (tesla �Ia--.Iwai REV I ®Y DAXE AF°R'i} REVt�ItJNS IES AM' S'K M��Y � OUOtt[ Mo JOIE M . . .. , ... .. , ^ i., � 1ha' .ret fhe vn 1Af'tar,, 11 JJU 1798478 88478 -- Ol A +er .ntr+ ectv-• sand t+ ri�lYWrrrrlr .. .....W =-•..:.. .,. _ , . _.. . _c.. -_ er+d�'-+»Nap �+M:A.w.me.».«.. 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EATE may: *040 430/8 ANGLE NOTE: GUIDE ANGLE USED CIN 5- DAYS Clf- REPLENISH RACK AT END OF CARTON FLOW SYSTEM, 98" 85 1/2' CLEAR ON B.00R GUIDE ANGLE DETAIL_ A JAW-916/18rl� PERMIT lG 1t1 V GY DATt APP'D �N$ c-� s�cTION of oz —__-- 40`/ TYPICAL __PALLET UNARCO _ MAtE RIAL HANDLINCa p pb MR got 40M *A~ " owl, lit 37112 (fig) 314 -SUI r'r a e�tt ---1 22'-C 1/2' ON OF FRAME .625 OW Off, 7s- (4 rLACES) — 4 1-1/2• TWO ANCMORS — PER BASE PLATE FT-; —__ OPPOSITE CORNERS 16'-0 1/2' C-4 1 TOP CIF' BEAM :7/8- 5 11/2- I .625 DIA. HOLE (4 PLACES) 7• 4� 1- 1/2' 9-0 112' TWO ANCHORS TOP OF BEAM Ff,R BASE PLATE OPPOSITE CORNERS In 7/8• 5-1/2• TYP. FRAME BASE PLATES BASE PLATE = 1/2' X 7' X 7' le -.1 T—r .E t = .05 Fy = 5 2 -1/2 - TYP. BEAM SECTION ;-- TAP- �_• 1/2-0 T-WLT do WIZ NUT TYP. EA. END TYP. T-B,QLT CONNECC ONS TOLERANCES UNLESS NOTED otmwi 9Ecn(wo FRAC * 1 f 16 _ _ ANG . USF DIMENSIONS SHOWN "�° o" U9 Qr/fCR MOMS DO NOT SCALE DRAWING 1KMe11,AMD, OR. 2 Is tt" �.joeq* avo+r Mo 0 goo wV. 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Nn}Iyp,�1 �. , I1 d` <tPrr� fFI'f(°�il.� �rta � t ^!„ aS R1` t �' x' ',{ `6 f7%r••` + �•I2 a��k°o.�1dtWii�i �, �r' f [ s . ern , : ilt,"m ,� _ . .. 'i ..' Y w ,^ . � ���� LL' . r i�a�ss'iI i "A swR I:i.:;t'^,1'�",:Nr.�+�6.">•s'.tii+rf�•'IM� �T+i �Yt;T.SI: w rf L d��... mi—11— 61 s�. „ r �- s Ka PK.Y"WD $0-iEA's•44ING 4x6 HEADER, TYP UND U1 (3d • 6" O/C EDGE 4 W/ (1 ) Q$ARING STUD - • Ct" O/C FIELD NAILIWX (I) FJLL HEIGakr STUD r, E END STRAP EA SIDE OF 70P I n -/A i E SPLICE W/ Ss MP60N 'LBTA:,40' S'riRAP 4 (22) Kbd A i�12" GC.tIMON NAILS. TYr-:1 P T. 4xb WAL L t.BOVE LEDLsEIR IT t J ! T" I ► , O d S, ,\,� s� \�►.I� I I I i I 11 1 I (% ( 1 l /i`�I i a41KIIII ifi ria 1 i i '80N 'G9ib STRAP x, 3 f YP SIM'• :CJN 'Ct"Idt1.1' i5T'RAF' Lr:INYi re _ONG W/ 2X FLAT CjL.K'a !a' D15L. ROW iFLAT NX,'G IaJi G7%3L. RO{{J � � -0 6- AT SLAB t , x } cid x !�?' COM'IMC-N N4. LS • 4" O/C i� 1(&i x ly,° GOM�IC*J NAILS 3�j" !!�/C rr •-z-r ^-z - r-- ... 1 { 1 r t NEW PT. 2x6 5OTTC M PLATE AT "46T CC7+'NC SLAB jl WI/ %"• x 3" KISIR-L" Et'Mr, !""C'7U,ERS 'BAWL-6rU0' EXPANSId 1>,NtW4t-'R • 4'_0. G�lG. `JEFt1Fr AT EXIST. iNSTALL IF NOT PRE6ENT 2. EX►Sr. 2x6 BEARING WALL W/ t-}" PI_YWOIOD (I) (Il SIDE W/ 8d • 6" O/C Ai.L PANEL EDGES AND 12" O/C FIELD NAILING. VERIFY AT EXIST '\!STALL F NOT PREBIENT. SIMP&7N '10i402' W4OLD?OWN W/ (1fl% ri" > 3" LCV -el WO(,.AD $C1tt ob TO (2) STUDS A (1) V4, x 3" MIN. i EMCEw T►.WADEO ROD WIi SIMPSON 'SET' ADWESI VE SPECIAL INSPECTIGN REQ'D. ?'lE''�,4NINE FLOOR FIR,41 11NC­s KLAN 15 $GALE:' 1,V - MEZZANINE WAL L. S f&FE OX .I. \ EXIST STUL COLUMN NEW MI�Ct4 saw lwwr-H. t !41T, 250+ MAX 1filY, 40VO+ MAX -\ VA(_! a V � I; T r K� TIP'. AT FLO& LEAL 1 10 SIMPSON 'LLTA12 $TRA.PC3_------_— • a' (10' 10d CCt"It" O N6 CODE R£C2U1aMtjT& 2xb BLKCi W/ I&zs • 6" O/C _ _ PL'yU0 &4EATN;I4G, CCINFORi!"' TO THE JNIFCJW BuiLr,'INrx CAX.,E KY64 Er' ,ITIOK Ata AMENDED BY SEE DETAIL 1/CI, 8EE PLAN "4E STAI'E CIF C'�GM F__ ;r-_•.-• J - FORM rL STUV l_V4-4-1.4-_ - IP,FC? MATi!?N _., r P& ?tkx '!giT giA EXIST FLOOR DESIGN, tjAS BASED ON TkE S RD4GTN QkC DEFL,EC.TION CRITERIA L-* T6_4E JOISTS NEW FLOCK "at -4 UNiF-01109 &i ;Ll ;W—s CODE !N A:.CDITION TO TWE DEAD LOADS TIME f JOi51S SEE PLAN \_ DCL TOP FOLLOW!h43 LOADS WERE USED FOR GES<sN WIT -4 L,vE LOADS REDUGtD PER PLATE NEI:.: FLOL ,,OIgT5, U5. ADC RIM E3LK Cs TWEE\ -- -- -j 2xsiv OF 021 5TUG3 5EE PLAN ROOF 25 P6F FLR JOISTS • NEW SIMPSON � \_ ibd TOE N.+IL5 • (p" 0,'C • Ib" C/c W; "7 'C_MST14 :STRAP, NA!L P'_'rWD SEE Pl-4-4 F' OOfa. LL • � P3F • lm P5F PART ` � TO RIM JO18 , 1)/ ( `�- 51". P60N U35* 120' t(!#a • t�" v/C SEISMIC ZONE III. IR6 • 6 Sif"wsc) 1 'U210, HAXhCaERS, AT SIM. - �1� �:INJ 60 Mfg:• - i=x"'O'.xJIQE B 5 EGT I O ` W. 4 LU,4L (-_ i- I E �� T••E CONTRACTOR SiaALL FIELC VERI" ALL ExiSTING C4'JNDITiONS 4 DI'"1EN81ON8 AND ELEVATION.3 INE CCJNTRAC:TOR gi;ALL N<?TIFI T►+E 5 :55Jr ' IRCALE �� 1-0" .�/� 1r-� SCALE: ��" I'-0" AF�IITECT/ENGINEER OF ANY DISCREP•ANCIE3 FROM CONDITIONS S•'OwN ON 51 Ti4E DRAWINGS PRIOR TO THE 51ARr OF THE WCRK. NEW MEZZA(NtNE THE CONTRACTM 564.4_- BE RE5PON5115LE FOR STRuICTURAL STAB'._ T` FRAM;NG . ✓UIR!NC-# C-_ONSTJWUCTiON `HE 5TRUCTiRE 5440uN ON THE DRAW:NGS •,dY$ ANINE BEEN DESIGNED FCR 6%4.511"!TY UNDER THE FINAL CO%,FIGURAT pn, (. � I F=RAM INC ` lawiiL ` I T Ltsw1 112' „ � c ��:G� � PUARG Wd 3F+OF' G 14x�11NC'a8 9#IL.L.L BE l;is1CM�TTED TC � ►-iE AR1C:i4ITEC:"/E'VG'NEEIQ F"'ra OR IE 'ax4x©'-4° • -4 -C (�/C iI; .>NC>_LES �4�U..33m 'S °,GIREWS • 111 O/G TO FABRICATIO!A AND GONS*1RUGTION %ZEG«.RL?ING ALL S?RUCTul2.:� ItEP-+g bs"#X34►" MIN EMBEa THREADED ROD MTL 5TUD9 + I6' O/C - AL_ !�#d+IvEL EGC+E9 INC•LUZ✓ING TWE FOt_L.OI iNG W% 'SIMPSON 'SE,' AD"ES11VT �Qy� /B _CRE$ • 12" C.'C FIELD 1 i 1 T T; ANGELE,5 '29>I-4D`r36L9 / t!�}'EG�Zm _L _.. 1.1• ? _R7A CU►vGRE rE f"'X DES'C3,WB CONCRETE AND MAgONRY S'EEL REINFC %zr_-i G. -- 51Mi FS N "ST148' PLACE 5ENINL W/ '� 3CiREWS • IE d^„'C E"5EDDED STEEL ITEr15 5TPht.-TUBAL STEEL, GLUED-LAMIINATEC BE,4MS rC R'_ W/ T4WEanED ROD RtJMiING TWROUGNNEL'; PLT U,G: FOR ' 00 SC REI.Ik AND PR�EFApacI:ICATED L0CD JOISTS AND TRU_r%,1,ES � EA. STUD * -.- 04-4EATIP4G SEE PLAN 'F Tim SI-iC?P URAui!Nr:a9 DIFFER FROr1 :aR ADD 'C '►+ "� ` s E ..E3GN OF TSE S'RUCTURAL DRAWiNCs5..r+4EY. SHALL BE CLEARLT IDENTIFIED .%N`' 7x12 ,GIST C,44NGES TO THE STQUCTURAL DRALIING5 5k4LL BE SUBMITTED TC T,4E SEE PLAN 44 RCWITECT/ENCs�1EER APrC ARE- $I:EJECT `0 REVIEW 4k C ACCEP'r,4NCE OF ENG'NEER f \• :x4 FLAT 5LKG (3) BAYS _-----T_-_-._ ..c._A_dJ� - --� DESIGN DRA4Uft'1$, 5�40P DIGAWI►vG3 AND CALCJLA"ON5 FOR TWE DESIGN `- PT 4x6 LE")GER U.V `- 2x BLK'G CANT. ANC, F�•BRiCAT(ON OF ITEMS TWAT ARE DESIGNED '-Y OT► -ERS. INC'..JDING 'a"• x 3�" M'"': EMn�ED NEW FLR JOISTS FABRICATED WOOD JOISTS, WINDOW WALL AI,.D ALL CT;4ER ,�L4ZING SEE FLAN UNDER MEZZ,ANtNE 'F�CIuERCs RAW!.-5?UD' ExF' iUAll T.i,p 5Yg'E"a SCALL 15EAF2 T+'•NZ SEAL >!ND S►GNA?:,RE OF A STRJC'URAL <:NiCHOIQ • 46" O/C E,s(NEER REGISTEIREL) IN TwE STATE OF CRF:GON AND 5i4 L ►JE NximiTTErj TO I'WE 4RG-1!TrCT/EWj!NECR PR!OR TO FAE)RICATiON DESIGN ga+AL.L DE EXIST GONC 545EC ON THE REQJIRPMENTS OF T�JE 19%4 J&_' WALL PANEL FL ^ { /� ALL. STRUCTURAL AND ",!3GELL,"NFC,U9 STEEL A$TI"1 A 3,6 5 1''°�EZZ, FLR, LU4LL SONN. 10 .c.7ECT10N Fy•36,000 Pg#I U4LE56 NC -E;-) CT"E%Lt ISE Vs 1 AL_i.. BOLTS- A STM 430'1 INL:ES5 NOTED Cl` 4ERLUISE lr-j SCALE Ns” + !'-0" CJ1 �'-i SCALE '.' , I' -m" WELDING- PER AL1* 3TANDARC'5 E10xx ELECTRODE AND e'v CERT(FIED WELDERS ALL STEEL TO +- A VF. 5*40P COA-, = AL.,- EXPOSED STEE:_ BELCW F NISI GRACGE TO 9E COCrED uJ,TM QTL STUS " 3b+i,,$ OtC ASPHALTIC PAIN' PRIOR TO EACKFILL.ING I•'(TL STUDai • Ifv " c7rC ----- _. _... 1 „ G*' P BOARD WJ ANCsE; R15 '20kC:T360' "B SCRELL6 • i'' O/C DES�GN `ABRICAT';ON, AND ERECYIOr4 SHALL ESE IN AlCCORC'ANCE WITS+ To4E - 311"e►'SON P1-i(�7 �aOLG�I?Wv IdJ% yG 5PECIFICATi0N FCR THE DE51�J. FA BRICATION AND EIRECTION Or - UJ/ x!O gC:REW!3 • 16" O/C -� aL :. PANEL EDGES �,1 pi's x 3" MIN EMBED LSI 60'4PSCIN 5rRUCTUF.AL STEEL. FOR DUILDINC1;5` WELJ!`46 :,HALL CONFC'RM 'O Tide PLYWU 3+'4EATIaINC, SET' AC44ES'VE SPEC�A:L AWb CCDES Fa"'- ARC AND GAg WELf:'NC. !N BUILDING T.�a'►v.ST'�K•T'ON AtvG -- Et, 51,LID :� � � INSPEG7iON F2EL�U1raED SWALL 15E 346" MINIMUM J3 ,_ESS OTi4ERiio'SE NOTED WELJ)iW_ 5+4A_L BE B�' SEE PL AN - ,, E t'. 9 � UD NEW . xb 9TlJD WALT. W,' , --- �--.. " . ' A07 CEWTIFiED UELDERS F'RFC.UALIFIED WELDINcs PROCEDURES ARE TO BE 7 PL r I D SiEE I" IP✓W • USED. JN, ESS ALLS QUA_ F'CA : ION 13 $upMITTED TO TriE AIQCwiTECT ---- EDC:E NAILING ONE SIDE, SEE K'LQ1N - � : ( 'L ! T' 1 ENGINEER PRIC77R To F'ABR,CATI VN }, 2) 8d 134 " 1'" I ICKOLL AM r EXIST. CONC. $LAID EA SIDE RIM :Olq? r �eLal�� r!. -IT SIMC:.7NN ►`� - -----� SAUN LJIW.R ✓IES* N IS BASED ON TI'. ENA .V' O►NAL DESIGN _P'E�',CIFIGA •ON. -�---� LATEST F_DITICIN A44N LL''M13ER 54.4 -ALL TO WES- COAS^ LUI''BER INSPECTION E"AJIIluFAU OR WF5TE%N :UC>OD : DtiCTB 45 . t,IATla/v GRADING _7 RULES ALL LUf'"ER NOS 5'ECIFIC:4LL` NGT°cD TG BE OF 02 OR 5. ETTER NEU) FLR JOISTS, ALL U97ICM IN PERMANENT CONTACT WITk C^NGR£TE OR CttJ Sw,:.LL BE SEE FLAN -- 20.&1 r-QA:P- N1 'j PRESSt11R'E TP.'`ATEO UNLE55 AN APPROvEO BAW,11ER 13 PROvIUED. FR -;.r" "Sic:, • t$,' C71C 4CGC? E65R!RA,'10S AaTR.JCTURAL FASTENERS 5&4A1LL BE MANUFACTURED 51 DBL. TOP PLATE - 5'"PSCIN STRG'NC,-TIE COr'tPANY -Or AFI:14 �GvED EQUAL) "N OF T64E S{ZE SISI, liV- T' -PE 5+4OWN " THE DRAWING6 *+ANGERS NOT 15*47 4 &4A6.;" '3E SIMPSON -•-1 �N "' r^ /� HU OF SIZE REC:CI`s 1ENGED F=O1�c M!EF4SER ASL FRAMING NAIL$ .�dALL BE vA" I 3 GG' 5E CT I ON CoN, "►ON NAILS. NO 50x NAILS A ..CUIED. $C ALE 3,4' 1 (d 5i IT '2 SCALE: 1" • 1' © F'L rWOCD PANELS SWALL CONFO:Z" TO THE REGTUIREM'ENTS CC, "U.S FIROGUCT STANDAR V " I ": CONSTRUCTION AND ING'JaTRI,1'11. PLYUKXID OR AP4 PRP -08 PERFOIW"I-'•dNCE VANI:ARDO UN! ESS 1V0'ED, FANEi.S 8144:_L„ 13E AP_. SATED _N"FATHINCs ENPo.5UFcE I OF T"E T, -I CKNEgB •SND SPAN RATI!*5 SWOL41 CN TWE C'RAWINGS f'L'►W000 !N6' ALLATIG,N 5.4ALL BE 1N CC_**O%41ANCE WITI-I APS. KREC47*1ENDATIONS ALLC/UJ "a" E v,%c.1NG AT PANELS ETND6 AND EDGES UNLESS CT"E01bu!5E �_EG�x NGFC� Ely TWE PANEL I"' AV4L .ACTUWR �IN ALL FLOOR BMEATHING AND I&U5-FLL%'M1NG 54ALL EK' iNSTA1LL=D WITH FACE GRAIN 1°E1R1IEND(CULAR TO 'SUPPORTS EXCEx'r AS IINJPICATEr.) L7 i Ti4F !-1ETAL TIgA�„FC W/ (2) % GLR ANG,FLEfj 'IEIDLT35CR ' - DRAWINGS. FLOOR Si-EATHINC"!HALL ALL EITWE'R BE BLOC.KF,f? TC�',g,E.AND_ B SCREWS IEA •MRL71 �/ Ex!57 ROOF METAL TRACK W/ (2) FQ. E dsROOVE OR WAv'E EDGES 4UP 'I'FD CS'+ PLYC_iPSS 51olEAR LJ4'_L x 5T. RCOF ,PQj,QT oc"Eu, YO W -ILL "-"JRL:N *8 SCR,EWSI E•: `'65-PUR'L'N jOURLIN 6WEAT►4fN3 bNALL BE'"U: "` KD WIT" yX Fft4MIWC AT ALL. PANEL LOCsi5 PQ N!27 SCREW -0 WALL, NAILING NOT $P'ECFICALLY 0ENTiFIEL7 OIN THE DRItAWIi• .s,> 70 COI`:FC M AWIELE8 IAi.0! 31!Lo WIT\ u1DC TABLE, 23-1-0 MTL MCS • ib'" C,!. _ _ +----- t,a" Gi P 50, ARC, W, ANKsELES24NU:'r3� E "'ITL. 3Te.►D5 • ib" G/C C+'TP ESCARfL^ W/ NQTY sB SCREWS • T' c,O/C as 9CREW6 • 1" O/C PW!EMAI`1iFA4CTURE0 WOOD JOISTs WOOD .,O)STS C444LL fiCRE:Li 'TRACK TO STJD ALL PAWL EG'GE3 A WiE. ALL PANEL EDGES 4 ME GF TWE SIZE AND TYPE SWOWN ON THE DRAWI`1G6, M'1ANsFAC.TURED B` W/ a 1' es SCQF-uj EA, SIDE 80 SCR'.EU* • 12' C/C ;IELD XRFW TRACK TO STUD 19 SCREWS A 12" CIC FIELD TWE INIIS ,JOIST MAC"IiLL4iN, OR AN APPROVE -0 EQUAL PRQvIDE BRIDGING W -W EA SIDE C�Nt A p(;TTp4"' G?10 !` bLCtTEW/ r!. 08 5t: r;> N GOIfi")d')NG U)t*,►4 TWE P1ANlIKAGTtI!!ERav 'WGOI"MENDt^,N AT!S JC19T8 AT ®OT"GP'I JF ! SL'.:?'ED "OLE IN 9"JD TOP TRAe_-W, AND l5RIDGM MALL BE CAPA15LE OF 1RESIST1NG THE WIND UPLIFT NOTED ^�! LVOLE IN c Tut> TOP TR,,CK CAN INQT W-4VE ANY V-w_-3iTIvT T T ?i4E D� THE JOIST MANUFACTUM�^'R SHALL vl>aIT JOB SITE A8 CAN NOT L.t.v>E AN a.g'.I,,E „"• REGWWO AND VERIFY' THE MROPEIR INSTALLATION OF JOISTS iPd WRiTINC. TO -c7NFN TG t_Cx R F3TUC;9 Gam' TTHE dO>RG4;TECT PREMANLPAC.'rk ED WOOD JOIST ALTERNATES WILL eE ,.� !, CONSIDEREu: PROVIDED THE ALTERNATE IS COMPATIBLE WItH TWE LOAD 5EOTICIN 1 5 C ION GAPd4t:ITY, p!MlENbIONAL, AND F+RE 1"4AT1NG REf?L1IQEMENTS OF THE ! :.ALE: 14" . 1' -If 0 yC;ALE ��" . 1'•0 PROJECT. AFdD IS ICG.^. A7�F'PtO.�U THE CONTRACTOR SWALL e'.G00W(NATE !1E(EP 1C RESTRAINTS OF ELECTRICAL. EQ:IP" IEM1-Ir, MHCWaANIC;AL, PLUMING, FINE SPRINFCLEW, MAGNINERY, AND MIEwHANICAL U,0' AS8Cr_IArVD PIPINCs WITW TrdE STRUCTURE. AN r C4"ECTIc)N5 TO { STIBJCT`� TO ET T AI ! rIC ! , ,. �1y., d y' r,y.•r I ".,t. ^. 7. 5, .�.. Y i 4i1� r�Y/� ��rV�T'�%Tii il.Ri V �META,_ ..wV/ � �r•L�\D '.�N� .ANU CURB ONTRAGT NAT1 IAT! ( Al CIFI A � ' C OIRSy► C7NAL A6bGaC GN BMAGN . OR SPE . C L L �- - w Of-TAILP_V ON " MECWL4NICAL ENGNdEER S DR�U1NN6rPl. a"ALL BE DESW3NED ! BY AN EN N4FER R$GISTIENKC) IN TWE 6TATE OF OREC90IN, AND SHALL BE I 5UW1ITTFD TO TI4E AIRGN!TECT/F_NG $EMR PRIOR TC FADRICATIC IN. 4x& VF 02 EA C'E'NTEfRED T SER MEt�1 uNIT SPECIAL M$P'EGT10Ni�: IN ACC..f�IR!'3,4NCE WI,M SECTION I'!I!''! C)F THE tNIFOR!'1 CCt-' Wf $IM 4 Lk41 l.U8A4Qr' 151JILl M-0 CODE AND APPLIC.AaLE SECTIONS OF THE PRAJECT 9"CIFICATjC*4. 6ftr_IAL II"t9F'EGTIONS ,AfW TO BE PEIQFOIlt1ED BY AN ILA AAAA&WMCS, tTp. INDEPENDEVT TESTING LAAIIATO'!R'T• EMftCYED By THE OWNER FOR TWE I i I FOL L C:>WWs AI -.;A OF WOM A EXP*010% AW 4OR PLACEMLNT wi,-ew INDICATED ON DRAwWje. ExIST. GL aU PLAINEE AM .`� a I 1"5 PLAC eMENT LW FPO?KY AP�FGW+C�i�b ML ; 1131--7 n e, ...,...,gym,,,... ,.. mvr•,.v;rv��...",Y�:,,rM*i:.r :�::..,� , i„�'.---.u:�'--,a.+ .:. .. ..... -., ti-. :�,.-A:..n.iJ�".. W a� Cl. � z E... A J •� r ISM t+ t�20, rU! a Ise --`r w 6 -I 1 cJl 7 2 !t! Typ. u I ly �� I MEZZANINE � IU04.,Lb BELOW t. d1 &XIST _MJft IN u 15 $GALE:' 1,V - MEZZANINE WAL L. S f&FE OX .I. \ EXIST STUL COLUMN NEW MI�Ct4 saw lwwr-H. t !41T, 250+ MAX 1filY, 40VO+ MAX -\ VA(_! a V � I; T r K� TIP'. AT FLO& LEAL 1 10 SIMPSON 'LLTA12 $TRA.PC3_------_— • a' (10' 10d CCt"It" O N6 CODE R£C2U1aMtjT& 2xb BLKCi W/ I&zs • 6" O/C _ _ PL'yU0 &4EATN;I4G, CCINFORi!"' TO THE JNIFCJW BuiLr,'INrx CAX.,E KY64 Er' ,ITIOK Ata AMENDED BY SEE DETAIL 1/CI, 8EE PLAN "4E STAI'E CIF C'�GM F__ ;r-_•.-• J - FORM rL STUV l_V4-4-1.4-_ - IP,FC? MATi!?N _., r P& ?tkx '!giT giA EXIST FLOOR DESIGN, tjAS BASED ON TkE S RD4GTN QkC DEFL,EC.TION CRITERIA L-* T6_4E JOISTS NEW FLOCK "at -4 UNiF-01109 &i ;Ll ;W—s CODE !N A:.CDITION TO TWE DEAD LOADS TIME f JOi51S SEE PLAN \_ DCL TOP FOLLOW!h43 LOADS WERE USED FOR GES<sN WIT -4 L,vE LOADS REDUGtD PER PLATE NEI:.: FLOL ,,OIgT5, U5. ADC RIM E3LK Cs TWEE\ -- -- -j 2xsiv OF 021 5TUG3 5EE PLAN ROOF 25 P6F FLR JOISTS • NEW SIMPSON � \_ ibd TOE N.+IL5 • (p" 0,'C • Ib" C/c W; "7 'C_MST14 :STRAP, NA!L P'_'rWD SEE Pl-4-4 F' OOfa. LL • � P3F • lm P5F PART ` � TO RIM JO18 , 1)/ ( `�- 51". P60N U35* 120' t(!#a • t�" v/C SEISMIC ZONE III. IR6 • 6 Sif"wsc) 1 'U210, HAXhCaERS, AT SIM. - �1� �:INJ 60 Mfg:• - i=x"'O'.xJIQE B 5 EGT I O ` W. 4 LU,4L (-_ i- I E �� T••E CONTRACTOR SiaALL FIELC VERI" ALL ExiSTING C4'JNDITiONS 4 DI'"1EN81ON8 AND ELEVATION.3 INE CCJNTRAC:TOR gi;ALL N<?TIFI T►+E 5 :55Jr ' IRCALE �� 1-0" .�/� 1r-� SCALE: ��" I'-0" AF�IITECT/ENGINEER OF ANY DISCREP•ANCIE3 FROM CONDITIONS S•'OwN ON 51 Ti4E DRAWINGS PRIOR TO THE 51ARr OF THE WCRK. NEW MEZZA(NtNE THE CONTRACTM 564.4_- BE RE5PON5115LE FOR STRuICTURAL STAB'._ T` FRAM;NG . ✓UIR!NC-# C-_ONSTJWUCTiON `HE 5TRUCTiRE 5440uN ON THE DRAW:NGS •,dY$ ANINE BEEN DESIGNED FCR 6%4.511"!TY UNDER THE FINAL CO%,FIGURAT pn, (. � I F=RAM INC ` lawiiL ` I T Ltsw1 112' „ � c ��:G� � PUARG Wd 3F+OF' G 14x�11NC'a8 9#IL.L.L BE l;is1CM�TTED TC � ►-iE AR1C:i4ITEC:"/E'VG'NEEIQ F"'ra OR IE 'ax4x©'-4° • -4 -C (�/C iI; .>NC>_LES �4�U..33m 'S °,GIREWS • 111 O/G TO FABRICATIO!A AND GONS*1RUGTION %ZEG«.RL?ING ALL S?RUCTul2.:� ItEP-+g bs"#X34►" MIN EMBEa THREADED ROD MTL 5TUD9 + I6' O/C - AL_ !�#d+IvEL EGC+E9 INC•LUZ✓ING TWE FOt_L.OI iNG W% 'SIMPSON 'SE,' AD"ES11VT �Qy� /B _CRE$ • 12" C.'C FIELD 1 i 1 T T; ANGELE,5 '29>I-4D`r36L9 / t!�}'EG�Zm _L _.. 1.1• ? _R7A CU►vGRE rE f"'X DES'C3,WB CONCRETE AND MAgONRY S'EEL REINFC %zr_-i G. -- 51Mi FS N "ST148' PLACE 5ENINL W/ '� 3CiREWS • IE d^„'C E"5EDDED STEEL ITEr15 5TPht.-TUBAL STEEL, GLUED-LAMIINATEC BE,4MS rC R'_ W/ T4WEanED ROD RtJMiING TWROUGNNEL'; PLT U,G: FOR ' 00 SC REI.Ik AND PR�EFApacI:ICATED L0CD JOISTS AND TRU_r%,1,ES � EA. STUD * -.- 04-4EATIP4G SEE PLAN 'F Tim SI-iC?P URAui!Nr:a9 DIFFER FROr1 :aR ADD 'C '►+ "� ` s E ..E3GN OF TSE S'RUCTURAL DRAWiNCs5..r+4EY. SHALL BE CLEARLT IDENTIFIED .%N`' 7x12 ,GIST C,44NGES TO THE STQUCTURAL DRALIING5 5k4LL BE SUBMITTED TC T,4E SEE PLAN 44 RCWITECT/ENCs�1EER APrC ARE- $I:EJECT `0 REVIEW 4k C ACCEP'r,4NCE OF ENG'NEER f \• :x4 FLAT 5LKG (3) BAYS _-----T_-_-._ ..c._A_dJ� - --� DESIGN DRA4Uft'1$, 5�40P DIGAWI►vG3 AND CALCJLA"ON5 FOR TWE DESIGN `- PT 4x6 LE")GER U.V `- 2x BLK'G CANT. ANC, F�•BRiCAT(ON OF ITEMS TWAT ARE DESIGNED '-Y OT► -ERS. INC'..JDING 'a"• x 3�" M'"': EMn�ED NEW FLR JOISTS FABRICATED WOOD JOISTS, WINDOW WALL AI,.D ALL CT;4ER ,�L4ZING SEE FLAN UNDER MEZZ,ANtNE 'F�CIuERCs RAW!.-5?UD' ExF' iUAll T.i,p 5Yg'E"a SCALL 15EAF2 T+'•NZ SEAL >!ND S►GNA?:,RE OF A STRJC'URAL <:NiCHOIQ • 46" O/C E,s(NEER REGISTEIREL) IN TwE STATE OF CRF:GON AND 5i4 L ►JE NximiTTErj TO I'WE 4RG-1!TrCT/EWj!NECR PR!OR TO FAE)RICATiON DESIGN ga+AL.L DE EXIST GONC 545EC ON THE REQJIRPMENTS OF T�JE 19%4 J&_' WALL PANEL FL ^ { /� ALL. STRUCTURAL AND ",!3GELL,"NFC,U9 STEEL A$TI"1 A 3,6 5 1''°�EZZ, FLR, LU4LL SONN. 10 .c.7ECT10N Fy•36,000 Pg#I U4LE56 NC -E;-) CT"E%Lt ISE Vs 1 AL_i.. BOLTS- A STM 430'1 INL:ES5 NOTED Cl` 4ERLUISE lr-j SCALE Ns” + !'-0" CJ1 �'-i SCALE '.' , I' -m" WELDING- PER AL1* 3TANDARC'5 E10xx ELECTRODE AND e'v CERT(FIED WELDERS ALL STEEL TO +- A VF. 5*40P COA-, = AL.,- EXPOSED STEE:_ BELCW F NISI GRACGE TO 9E COCrED uJ,TM QTL STUS " 3b+i,,$ OtC ASPHALTIC PAIN' PRIOR TO EACKFILL.ING I•'(TL STUDai • Ifv " c7rC ----- _. _... 1 „ G*' P BOARD WJ ANCsE; R15 '20kC:T360' "B SCRELL6 • i'' O/C DES�GN `ABRICAT';ON, AND ERECYIOr4 SHALL ESE IN AlCCORC'ANCE WITS+ To4E - 311"e►'SON P1-i(�7 �aOLG�I?Wv IdJ% yG 5PECIFICATi0N FCR THE DE51�J. FA BRICATION AND EIRECTION Or - UJ/ x!O gC:REW!3 • 16" O/C -� aL :. PANEL EDGES �,1 pi's x 3" MIN EMBED LSI 60'4PSCIN 5rRUCTUF.AL STEEL. FOR DUILDINC1;5` WELJ!`46 :,HALL CONFC'RM 'O Tide PLYWU 3+'4EATIaINC, SET' AC44ES'VE SPEC�A:L AWb CCDES Fa"'- ARC AND GAg WELf:'NC. !N BUILDING T.�a'►v.ST'�K•T'ON AtvG -- Et, 51,LID :� � � INSPEG7iON F2EL�U1raED SWALL 15E 346" MINIMUM J3 ,_ESS OTi4ERiio'SE NOTED WELJ)iW_ 5+4A_L BE B�' SEE PL AN - ,, E t'. 9 � UD NEW . xb 9TlJD WALT. W,' , --- �--.. " . ' A07 CEWTIFiED UELDERS F'RFC.UALIFIED WELDINcs PROCEDURES ARE TO BE 7 PL r I D SiEE I" IP✓W • USED. JN, ESS ALLS QUA_ F'CA : ION 13 $upMITTED TO TriE AIQCwiTECT ---- EDC:E NAILING ONE SIDE, SEE K'LQ1N - � : ( 'L ! T' 1 ENGINEER PRIC77R To F'ABR,CATI VN }, 2) 8d 134 " 1'" I ICKOLL AM r EXIST. CONC. $LAID EA SIDE RIM :Olq? r �eLal�� r!. -IT SIMC:.7NN ►`� - -----� SAUN LJIW.R ✓IES* N IS BASED ON TI'. ENA .V' O►NAL DESIGN _P'E�',CIFIGA •ON. -�---� LATEST F_DITICIN A44N LL''M13ER 54.4 -ALL TO WES- COAS^ LUI''BER INSPECTION E"AJIIluFAU OR WF5TE%N :UC>OD : DtiCTB 45 . t,IATla/v GRADING _7 RULES ALL LUf'"ER NOS 5'ECIFIC:4LL` NGT°cD TG BE OF 02 OR 5. ETTER NEU) FLR JOISTS, ALL U97ICM IN PERMANENT CONTACT WITk C^NGR£TE OR CttJ Sw,:.LL BE SEE FLAN -- 20.&1 r-QA:P- N1 'j PRESSt11R'E TP.'`ATEO UNLE55 AN APPROvEO BAW,11ER 13 PROvIUED. FR -;.r" "Sic:, • t$,' C71C 4CGC? E65R!RA,'10S AaTR.JCTURAL FASTENERS 5&4A1LL BE MANUFACTURED 51 DBL. TOP PLATE - 5'"PSCIN STRG'NC,-TIE COr'tPANY -Or AFI:14 �GvED EQUAL) "N OF T64E S{ZE SISI, liV- T' -PE 5+4OWN " THE DRAWING6 *+ANGERS NOT 15*47 4 &4A6.;" '3E SIMPSON -•-1 �N "' r^ /� HU OF SIZE REC:CI`s 1ENGED F=O1�c M!EF4SER ASL FRAMING NAIL$ .�dALL BE vA" I 3 GG' 5E CT I ON CoN, "►ON NAILS. NO 50x NAILS A ..CUIED. $C ALE 3,4' 1 (d 5i IT '2 SCALE: 1" • 1' © F'L rWOCD PANELS SWALL CONFO:Z" TO THE REGTUIREM'ENTS CC, "U.S FIROGUCT STANDAR V " I ": CONSTRUCTION AND ING'JaTRI,1'11. PLYUKXID OR AP4 PRP -08 PERFOIW"I-'•dNCE VANI:ARDO UN! ESS 1V0'ED, FANEi.S 8144:_L„ 13E AP_. SATED _N"FATHINCs ENPo.5UFcE I OF T"E T, -I CKNEgB •SND SPAN RATI!*5 SWOL41 CN TWE C'RAWINGS f'L'►W000 !N6' ALLATIG,N 5.4ALL BE 1N CC_**O%41ANCE WITI-I APS. KREC47*1ENDATIONS ALLC/UJ "a" E v,%c.1NG AT PANELS ETND6 AND EDGES UNLESS CT"E01bu!5E �_EG�x NGFC� Ely TWE PANEL I"' AV4L .ACTUWR �IN ALL FLOOR BMEATHING AND I&U5-FLL%'M1NG 54ALL EK' iNSTA1LL=D WITH FACE GRAIN 1°E1R1IEND(CULAR TO 'SUPPORTS EXCEx'r AS IINJPICATEr.) L7 i Ti4F !-1ETAL TIgA�„FC W/ (2) % GLR ANG,FLEfj 'IEIDLT35CR ' - DRAWINGS. FLOOR Si-EATHINC"!HALL ALL EITWE'R BE BLOC.KF,f? TC�',g,E.AND_ B SCREWS IEA •MRL71 �/ Ex!57 ROOF METAL TRACK W/ (2) FQ. E dsROOVE OR WAv'E EDGES 4UP 'I'FD CS'+ PLYC_iPSS 51olEAR LJ4'_L x 5T. RCOF ,PQj,QT oc"Eu, YO W -ILL "-"JRL:N *8 SCR,EWSI E•: `'65-PUR'L'N jOURLIN 6WEAT►4fN3 bNALL BE'"U: "` KD WIT" yX Fft4MIWC AT ALL. PANEL LOCsi5 PQ N!27 SCREW -0 WALL, NAILING NOT $P'ECFICALLY 0ENTiFIEL7 OIN THE DRItAWIi• .s,> 70 COI`:FC M AWIELE8 IAi.0! 31!Lo WIT\ u1DC TABLE, 23-1-0 MTL MCS • ib'" C,!. _ _ +----- t,a" Gi P 50, ARC, W, ANKsELES24NU:'r3� E "'ITL. 3Te.►D5 • ib" G/C C+'TP ESCARfL^ W/ NQTY sB SCREWS • T' c,O/C as 9CREW6 • 1" O/C PW!EMAI`1iFA4CTURE0 WOOD JOISTs WOOD .,O)STS C444LL fiCRE:Li 'TRACK TO STJD ALL PAWL EG'GE3 A WiE. ALL PANEL EDGES 4 ME GF TWE SIZE AND TYPE SWOWN ON THE DRAWI`1G6, M'1ANsFAC.TURED B` W/ a 1' es SCQF-uj EA, SIDE 80 SCR'.EU* • 12' C/C ;IELD XRFW TRACK TO STUD 19 SCREWS A 12" CIC FIELD TWE INIIS ,JOIST MAC"IiLL4iN, OR AN APPROVE -0 EQUAL PRQvIDE BRIDGING W -W EA SIDE C�Nt A p(;TTp4"' G?10 !` bLCtTEW/ r!. 08 5t: r;> N GOIfi")d')NG U)t*,►4 TWE P1ANlIKAGTtI!!ERav 'WGOI"MENDt^,N AT!S JC19T8 AT ®OT"GP'I JF ! SL'.:?'ED "OLE IN 9"JD TOP TRAe_-W, AND l5RIDGM MALL BE CAPA15LE OF 1RESIST1NG THE WIND UPLIFT NOTED ^�! LVOLE IN c Tut> TOP TR,,CK CAN INQT W-4VE ANY V-w_-3iTIvT T T ?i4E D� THE JOIST MANUFACTUM�^'R SHALL vl>aIT JOB SITE A8 CAN NOT L.t.v>E AN a.g'.I,,E „"• REGWWO AND VERIFY' THE MROPEIR INSTALLATION OF JOISTS iPd WRiTINC. TO -c7NFN TG t_Cx R F3TUC;9 Gam' TTHE dO>RG4;TECT PREMANLPAC.'rk ED WOOD JOIST ALTERNATES WILL eE ,.� !, CONSIDEREu: PROVIDED THE ALTERNATE IS COMPATIBLE WItH TWE LOAD 5EOTICIN 1 5 C ION GAPd4t:ITY, p!MlENbIONAL, AND F+RE 1"4AT1NG REf?L1IQEMENTS OF THE ! :.ALE: 14" . 1' -If 0 yC;ALE ��" . 1'•0 PROJECT. AFdD IS ICG.^. A7�F'PtO.�U THE CONTRACTOR SWALL e'.G00W(NATE !1E(EP 1C RESTRAINTS OF ELECTRICAL. EQ:IP" IEM1-Ir, MHCWaANIC;AL, PLUMING, FINE SPRINFCLEW, MAGNINERY, AND MIEwHANICAL U,0' AS8Cr_IArVD PIPINCs WITW TrdE STRUCTURE. AN r C4"ECTIc)N5 TO { STIBJCT`� TO ET T AI ! rIC ! , ,. �1y., d y' r,y.•r I ".,t. ^. 7. 5, .�.. Y i 4i1� r�Y/� ��rV�T'�%Tii il.Ri V �META,_ ..wV/ � �r•L�\D '.�N� .ANU CURB ONTRAGT NAT1 IAT! ( Al CIFI A � ' C OIRSy► C7NAL A6bGaC GN BMAGN . OR SPE . C L L �- - w Of-TAILP_V ON " MECWL4NICAL ENGNdEER S DR�U1NN6rPl. a"ALL BE DESW3NED ! BY AN EN N4FER R$GISTIENKC) IN TWE 6TATE OF OREC90IN, AND SHALL BE I 5UW1ITTFD TO TI4E AIRGN!TECT/F_NG $EMR PRIOR TC FADRICATIC IN. 4x& VF 02 EA C'E'NTEfRED T SER MEt�1 uNIT SPECIAL M$P'EGT10Ni�: IN ACC..f�IR!'3,4NCE WI,M SECTION I'!I!''! C)F THE tNIFOR!'1 CCt-' Wf $IM 4 Lk41 l.U8A4Qr' 151JILl M-0 CODE AND APPLIC.AaLE SECTIONS OF THE PRAJECT 9"CIFICATjC*4. 6ftr_IAL II"t9F'EGTIONS ,AfW TO BE PEIQFOIlt1ED BY AN ILA AAAA&WMCS, tTp. INDEPENDEVT TESTING LAAIIATO'!R'T• EMftCYED By THE OWNER FOR TWE I i I FOL L C:>WWs AI -.;A OF WOM A EXP*010% AW 4OR PLACEMLNT wi,-ew INDICATED ON DRAwWje. ExIST. 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