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Plans N 0 0 - t "C A 2' -6" MAX. %0 "X2 )4" POWERS io 1 '� CONCRETE VERTIGO Z,t CIA Ca I EXISTING POST- WEDGE BOLT OT i 8 • ..... ‘ 'S ^ , G`TENSIONED SLA \ #7175 0.! 1 .2 1 1111111111.11L s 10 I I ° n■ " . o • . 4 ° a e i o ..:,. 11 N i. ® , i . -0 A X "0X2" POWERS >l • N • WEDGE -BOLT #7240 . ..� ■i ' 1 XISTWG DUCT iUNISTRUT a .11 111111141.11 ® FIELD VERIFY HHCS05011BEG 41 iv 0 i LOC ATION SCREWS W/ h M HHXN050EG NUTS rn . IMIMIIIIIM11111111 .. e.5 4 61 i C6 °0 ALLTHREAD UNISTRUT P10007 , M iti ■■',' ■' CHANNEL /, ° ' Y. • •D • IN ill �_ ER FOLD 7% ON 000'MUM MI- (2) 2X8 DF -L - UNISTRUT P2101 ' 1 >' I ,� ,• 30 ( BOLTS = a :r�� U ill - 11 ° t.� I 111 W WASHERS \ 1∎ 02 : �xp, o7 / w UNISTRUT A ND NUTS -H HHCS050119EG PROJECT: \ ATTACH TRACK PER tD a SCREWS W/ P1010 FARMERS IMSURANC UNISTRUT CHANNEL LAYOUT ABOVE TRACK SHOWN. ' MANUFACTURER'S ro CHANNEL NUTS 81A1E2tb VERIFY EXISTING CONDITIONS IN FIELD. RECOMMENDATIONS 003 1 " PARTIAL REFLECTED CLNG PLAN 2 ACCORDION WALL TRACK SECTION .. �;, 5��� nIT =1' -0° a ,NY M/M8 f 0AIDO 11.0 GENERAL STRUCTURAL NOTES ORIGINAL SHEET TITLE: DESIGN CRITERIA METAL FRAMING SYSTEM 1. GOVERNING BUILDING CODE: 2003 INTERNATIONAL BUILDING CODE 1. CHANNEL FRAMING SHALL BE UNISTRUT OR EQUAL. • WITH AMENDMENTS. ALL WORK SHALL CONFORM TO THE MINIMUM 2. ASSEMBLE FRAMING COMPONENTS IN ACCORDANCE WITH THE MANUFAC- DA E . 12/07/06 STANDARDS OF THE CODE. TURER'S RECOMMENDATIONS. TORQUE ALL BOLTS TO THE RECOMMENDED DRAIN BY INSTALLATION TORQUE (50 FOOT- POUNDS FOR UNISTRUT X "0 BOLTS). HYH GENERAL CHECKED BY' BBH/TBH 1. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE SCREW - ANCHOR FASTENERS ORIGINAL SHEET: RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE 1. INSTALL POWERS WEDGE -BOLT AND VERTIGO SCREW ANCHORS IN ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY ACCORDANCE WITH ICC ESR -1678. SUPPLEMENTAL DRAWING: OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. WHEN DRILLING 2. SPECIAL INSPECTION IS NOT REQUIRED, BUT IT IS ESSENTIAL THAT THE INTO POST- TENSIONED SLABS IS REQUIRED, THE CONTRACTOR SHALL CORRECT DRILL BITS BE USED. USE OF AN IMPROPER BIT MAY RESULT SD10 EMPLOY AN INDEPENDENT TESTING AGENCY TO LOCATED POST - TENSIONED IN A CRITICAL REDUCTION OF TENSION LOAD CAPACITY. REINFORCEMENT IN ADVANCE OF DRILLING AND SHALL LAY OUT THE HOLE PATTERN WITH DELIBERATE CARE. JOB NO: 2020950.29 v. V IModernfold. CONTINUOUS & LEVEL fa X 2' RD HD, SMS. HEADER NY OTHERS 0 APPftQX_ 10' O.C. i p lr IS EIU --N, i 1 z auaRD. _...,.+11 -.►_ N y m � u HANGER CLIPS LOCATED --.� priiir, ' � 5 A APPRDX. 36 0_C. L J.. M - w Y 4 m . I 1 fz' 0 J 1 9 1B° •- w d 1 RECESS ' E u..ij 7 1/$° ` - s ^ " 1 DISTANCE BEIVYE�11 HANGER CUPS 1 rU-� 00 1 C5 9 1/4 ! S f SWEEP STRIP CONTACT AREA g a 7' F]RENDED m I- C-7 M z CD ..Sion Q En c , li 4 L 03 , -, . a 4 .... - e- -J tn ROTJOM OF FABRIC -- . o FiNSHED FLOOR -" c) til HEAD & FLOOR DETAIL cn z 0 v Z J Lo Q W IS x 1 1/4 OV. Eft?, SCREW BY OTHERS - LATCH 72 PULTH LATCH ONLY flr b L WI 0 LEAD POST Z [>; O iC) u.1 ci w ce 1 Fr W tr O N a e1 Q ME REV O SOUND CHANNEL WED FOR tmx 11/22/06,0 APPROVAL MIS PROVIDE 12/04/06 REVISED ULS N: CO BLOCKING 2' AT JAMBS #8 MEETING JAMB DETAIL s DRAWING NUMBER 1471 ORIWR WO. 6.21.1471 SHEET NO. 1 OF 1 I _ 7 ,{ gibti ON NOI101 tSNO0 11SSmi Wd9G t 9006 .0 -J30 • . • G R 0 U P 0690 SW BANCROFT STREET - P.O. BOX 69039 e r C PORTLAND, OREGON 97239 -0039 �"i K F N Z I TEL (503) 224 -9560 - FAX (503) 228 -1285 5 LINCOLN SUITE 200 - TENANT IMPROVEMENT FOR FARMERS INSURANCE ti PROJECT NAME: 10200 -5 Lincoln Ste. 200 PROJECT NO.: 2020950.29 DATE: 12/21/2006 Farmers Insurance ELEMENT ID: Accordion wall track support DESIGNER: TH Reference:M: \PROGRAMS \Units.mcd Remarks: The accordion wall is said to weigh about 800 pounds in all. With a 20' -6" x 8'-6" opening, this works out to about 4.6 psf, which is plausible, so the weight figure is accepted. To account for the weight of ancillary materials and the weight of the suspension system itself a 1000 pound load will be assumed. The broadest spacing of trapezes is 32 inches. Assume the bulk of the weight of the wall came to be.concentrated on two trapezes and verify the ability of the components to support the load. Since the supporting slab is ' post- tensioned, assume a compressive strength of not less than 4000 psi. Vertigo Anchors: These are a variant of the Powers Wedge -Bolt OT. The catalog number is 7175. The diameter is 1/2 inch and the embedment equals the shank length of 2 3/4 ". Sharing the load over four anchors yields the following tension: - mreN, 1000•Ibf P .— P = 250 Ibf t " t There is effectively no shear in the anchor, so: V S := 0 -Ibf 97 i SB• Tension capacity without special inspection from Table 4 of ESR -1678 (by interpolation): r-• A ~ 7 650•Ibf + 975 -Ibf Pt := P 812.500 iv Tension capacity without special inspection from Table 5 of ESR -1678 (by interpolation): V 18'15 -Ibf + 2095•Ibf V t = 1985.0 lbf t Interaction: P + vs = 0.308 < 1.0, OK, by better than three to one. P V By inspection, every other element of this design is far heavier than absolutely necessary. Say OK. ■ 1 . .- .. . OCIMVIMIArlfWVIVVYW • . J / ' \ ). 2'-e. MAX. / - ,'i'd P-...X2-,7•Z '• P'7 gi ig ■ i : OST ?) ' / CONCRE ',,ERYir;0 5:,1 ZIE. : E / : ! x.IsTIN(..; R - --, i ! / KEDGE BOLT OT ' ..• FA: IENSIONE,71.: SLAts ; . . ,;,,,p,75 , , ,.,,, i : ---- ` -' - - r - ' —.J. ..;. ;;.. . _. ....... '..= . - : _ .., :_ IN * A .& i .. C rs e. - , .,,. - Z 4 <--> A. • . e. .--_,, _ •: F -7--- AL ' E 41t i :',,• 1111110361 • t.IN IS 1 Ru T _.--• ; F:ELD VER!E'Y i • : HHCSO5G119U; pg,,t ..- ■., NV 0 , ' • : 1 ''',2 0 n. , .' ,-'--: ' - '1 j t.* '''-'''''•, 4 LC:CA ricrN 0 UM 1 et. es I , HSCHRXNEW055'0E_WC1 ! I NUTS' TRIAIRJ 1- ■ 1 ::1 . , - EA - rAK . :0 --2-- OlPiaiZk '—',' : , :,,, ■ . 4. 0,LE/4 4 ,,,,) - 6 - 1 , • .'.---I----H-I . , . r, ' • , 7, -,,, „ . ALLHREAD --- ' . -I • 4 71 UNISTRor Pu:100f ,e• I n..3 r, • ,)--...- ' . . a n. I -... .. -.:,-... ic -- - T - -; . - :--- 1" - igi - 7.(0:DElit F 3LEi 1 --' : - i Z•N : . : ACCORD4P2N :.:(2,0F; ;RACK , (2) 2K8 CF-1. ---,, UNISTRU ...40 4, • tr , „.._ . 3--- i 301 Zo 1 . :: I.---A --,:-.) ( 2) ho 80crs —.---',..,.,,,, " .., ... , T .-- ii, i : ,.." i : - --) --, .,- ,-..- w/WkSHERS i --Ii4"2.. '. ...„ - 1 --';' P j7 . :7.....„........777....r........__ff..7.7.7.44. : . ... uT UNISTRUT E .... AND NS ----7.-- ____._ oF - ■ HHC:::050119E0 1 I _ , TENANI IMPROVEME , ...- 10 i it SCREW R S W/ R!OlC, \ ATTACH TRACK EP ----- FARVaire iNSORANC . - i ! 2 t'.. 611 . --iiNESTRUT CHANN;11 LAYOUT ABOVE TRACK SHOWN. MANUFACTU r 'ANNE3 NUTS (1r.208 RER'S' cc : " ' VERIFY EXISTING CIONDF:ONS IN FIELD. RECOMmEND,ATIONS i o , PARTIAL REFLECTED CLNG PLAN ( ACCORDION WALL TRACK SECTION , ve....=;;,.... DE .3,(16-=!'—o" 1 GENERAL STRUCTURAL NOTES a . . I DEFliGr•I CR: TER IA h:', rilAMING SYSTEM GOVERNING T COF/f.: 2003 INTERNATIONAL 5UP D;NG CODE 1. CHANNEL FRAMING' SHAI.J. BE UN[STRUT OR EQUAL. .„-.._......__, x cd. as VirTH .AVENOMENTS. ALL WORK SHALL Cr..iNFORk1 TO THE MINIMUM, 2. ASSEMBLE FRAMING COMF-I, TS IN ACCCRoANCE WITH THE mAtJUFAC- 12107;06 P X STANDARDS CF TI CODE. IiiRER'S3 RECOMMFNDATIoNS:. TORQUE ALL BOLTS rO 1- 4E PECOMmENCED HYI-4 < 12_ GENERAL INSTALLATION TCROIIF. (50 FOOT- IOR UN:STRUT h oi_Ts;. SelitTBH R SCREW -ANCIIOR AS 7 EJ,ItERS ... - :q. 1. mErHOLS, PROEDURES, AND SEQUENCES OE CON$ ARE THE 7AiG. SHTIT U– SPONSIBILITY OF THE CONTRACTOR. I!-IC CONTRACTOR. SHALL TAKE - . INcTAL; POY,CRS WED.:V-80 7 AND VER1IGO SCREW AN 2F IN ALL NECESSARY PRECAII7!ONS r 0 AN All'4 ANC, ENSURE' THE ;NTEGRIT:" ACCCW WM VC I. 6 7B. -7.: r pc.w::.:, O THE STRUCTURE AT ALL STAGRT GF , :::, , NSTRUCTION Wi;•;! 07-1r; NC 2. Sro■FCIAL INS.R.FC I.S. NCT REQUIREf. BUT !T n; LF; THAT T•H`E iN PoST-TEN.w.‘,NED SLAPS IS REGUIPZI.. ; CONTRACTOR SHAL: CCR.' Dr•ILL Eirc Br: LtSE. L;S:F. OF AN 9.4PROPE. g; r tyft 7 W.:5J; T SD10 alPf..DY AN. iN9.21 TESriN■C ACE<;" rG LOCA TED E PC,••:::-TE.NE:C LN 4 CR:TICAL RD•1„;f_711:1 C 7 : -. :NS;O:•! LOA::: CAPACITY. REINRJR II ABvANCE OF LI A.I.ILI s;-. LAY OLiT N _____. . i-fai RA T WITH Dr-LIL.q.•;-;,4,7E, c r5acTs 2o \--e- PC-L ■-- 2,4 .._ „.. 4A i,..,,As e zrA. : 56 . t _,......, srilL,T- Y. Aux_ Th' 1?.. if 0 F -r q- /2. z x8 s op_ '2 -(t' ...) l ' ' C.Z , - -‚ " iO` 2 X 5 7 .4.,--k° `3& ye: A_JuTs 4" rl n51-4- 6 :" 2 -S , . . L JOB rARP1e�.5 r' s .. 1_1 A•)Cco1., C. SCHIEWE & ASSOCIATES, INC. H /►1v p g � E cal 0 6615 SW 111TH AVE. SHEET NO. &: AC Fv rZ of BEAVERTON, OREGON 97008 CALCULATED BY QC DATE !V T5 (503) 646=6617 . FAX (503) 644 -9679 CHECKED BY DATE SCALE GN ': -1 . . . : Sr�R C K. S I O IL . .. 2.x 9.5 7 % ••00 — _ Y'L : I - . O O • O D •••• e • oo•ooa —' ••••• .•••• • • - . . •.Q . Q o . .. -- • • O e • • o os 0 • • e e• • 0 O o• n• o 0•• 0 0 • • • e o o• • 0 • • • a o o . . . . . n a a O • • • • • o• o oeoo•• . - - 1 0 0 0 o • a • • oo N • ] a• o e e 0 h • . ....... ....... m . . • o• e• e• 0 O a• 0 • • 9 e 1s.\ • e ' a f? . .. .. ? = AT • P -"- .. :. -.. m - .. _ • .,,. • { .. . . . . .. Ji C W l • ' . j - . _____I__ Zxe '? fN , . • I'pf11N7f,T 7M• I (Slnye S0690 N6.1 IP247nd1 ih 1 1 ;i ► XIT ,.► 1 1 o 10 0 7 ., pi i 11!x,��1 11 4ri ` P D. .:.,. H: ..,-, CI: , I y 0 Coved�' P -/ ar -4 0 - - 6.ipit V ' ei'd 6 ,' TELE /DATA' • �' d �`_ ` ` : ` 212 0 �"� "RDZC1: ( I .1- �ruwr NPROVEME • MUM lBLAANC ► SUM 800 k . 6 LIIDOLN D en• OM OWNS MU 7111 MUTT Cl• . °a' a ® ® ® ORIGINAL SA EET nnx OPEN OFFICE ,vp FLOOR PL 26'- 6" 211 OFFICE COPY e - . DATE 11 -17 -09 MANN BT: SM • i 0-EOM BY S91 10. NO WO:K IS R004 e 1 . P'0 DE PLY 001 PHON BIARI. M•UN BOARD HeRIZINT'L AT 4 " A.F. . ORIGINAL SHEET: 12. E - " • L : " ■ OUR A21 . e 13. WA L 0 R M SUPPLEMENTAL CRAY/RIM SD2 .100 NO: 2020950.29 ► . o ilim i 4 ii, 1 • ti 2 i i pr 1 as illth i iimmlp . i ,.....,......,„1 . ....._ O4 : morn A\ I 212 ` ` `' ` . . AI Ilis . a . 6 L sun NO 0 f newt r Rai MO N& SHEET TITLE: .,. IL, fit i \ 01 ! 'w; � r PLAN • DATE 11 -17 -08 DRAWN at SAA CFEOCEE HY: SEH 0RIWNAL SHEET: A23 SUPPLEMENTAL ORAWINQ SD4 JW NO 2020950.29 a Pi if a 0 H i If . i 1 a we 1 \—__ .4a ■.• t. ij 9 49 :14 ;, -- © ® EXIT N ' ^ �' • I WNW' HNPROVE4E RIMERS ItehlRANC t .,:. ME 200 J RO OM : MUL T 6 LNDOLN in 20' -6'° Co f ARM r cor �. 49' - 4"± OWIONAL SHEET nn r• ._ nisiw ..._ BECOM FLOOR PLAN A!O N0T68 DATE 11 -20-00 CRAM BT: SM O€OCED BY. 59( ORIGINAL SHEET: All SUPPLEMENTAL OiAW1N0: SD5 JCS ND: 2020950.29 ti gi NOT,F. 1131 I FINISH ENDS, TYP D. SHIM AS REQUIRED :. CONFIRM REQUIREMEN E. ALL CABINET FACES AND DOORS PL - g FOR ALL EQUIPMENT /APPLIANCES PRIOR TO CONSTRUCTION OF f il If CABINETR Y '. ALL COUN TER TOPS, EDGES AND ibl s° BACKSPLASHES, PL -3 ® ill! 1# © Rh . 4 ,EXISTIN G ! o ALIGN W/ L • WERS \ 111.1111111111 PROJECT: IENANi MPRO ENE } INSULATE EXPOSED FO A o PIPES PER ADA CODE 0 I 6 UNDOLN 1 N f � _ - ®M: �arcmwovrry I C 1111111111111113EN CUMINN_ SHEET TJTEE:• cV C V _,._ OPEN BELOW PER E EVA710NB AND \ \ ti .� ADA CODE EQ 4, EQ 3'-O" EQ 4, EQ j, I 14' - 6" VERIFY DATE 11 -17 -08 CRAM BT: SM Ez Eacm BY: ss1 A AI TRAINING/ BREAK 215 -N. ELEVATION '; °�" "� SHEET: IMF 1/4""=-11-01' SUPPLEMENTAL DRAIYINQ -J SD3 JOS NO: 2020950.29 r I 1 1 ID NI 6 • N <m tai � m 1 a e (91 4L1 li g 1.3/4 n A gl d . sip h s5a>O •' - l _• . E XIT S s �$ 219A �, / � -4 I I A e Q ! f Dth 0 r. CLR _ OFFICE * MULTI — PURPOSE . 21g ; 1 221 1 . 14' -6 "f 5' -0 41 1 14' -4 _ . 5' -8" il - .. - - ' EXIT i "!i ' ego .cn ` e MIN. E li .- PROJECT. �r TENANT DAPROVEkE ' F 2.0 N3ufiANC " VESTIBULE ' I • It 4' surf aoo • N o CC 217 �!>- _� I '._ I A -yfi , E^� 5 UNOOL.N ©e D it 21 c .� 5C 0 •Ir 11410242E ME 4 • 0 215Q Yap DE E tRME NE 1E mavnr IF s 1) SKOP IMINDIDE AID NE NIT 11) FE EXIT l!ID a1� p ANY WHIM 811017 mat MUM DOM= IM BE: � ORIGINAL SHEET TITLE i CLR ; TRAINING // M ULTI— P URPOSE ROOM! N BREAK ROOM gECQpp R_ppp pL, 215 ' 1= ' 213 AND NOTES I ' - 20' -6" w in , _ ' r P; 10 "f 49' -4 " t 1 1 7' -1 0 ° DATE 11 -17 -06 -, 1 215A ; 213A DRAWN BY: SAA I - - - - - - - - = _ _ _ - 1 CHECKED BY: SBH I• ORIGINAL SHEET: All — SUPPLEMENTAL DRAWING: SD1 JOB NO: 2020950.29 5