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Specifications i&q° s-- OO �° SGS �rne��r RECEIVEI) A a .1 AI E SEP 16 2015 SEP _015 CITY OF TIGARD BUILDING DIVISION CM' ' 'ARLI STRUCTURAL CALCULATI 1 b ! ING DIVISION FOR AXIOM 10260 SW GREENBURG RD, SUITE 710 TIGARD, OR 97223 -- FOLDING PARTITION WALL -- `too PRO,43,� • 12, . 1 OREGON d G<Y 15, ,9. 4'' . NOROV\ EXPIRES:12/31/16 Contents Notes N1 Details A-C D1 -D3 Gravity Calculations GI Lateral Calculations L1 -L2 Contact Person: John E Nordling,PE Enclosures El -E4 NORDLING Proj. No.: 15-303 STRUCTURAL AXIOM ELM PARTITION WALL ENGINEERS, LLC INTERIOR TECHNOLOGY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2015 By: JEN Sheet No.: COVER • • • • • f The new folding partition wall weighs approximately 8 pounds per square foot and is 9 feet tall (75 plf). The wail will stack in a 1'-9" area at the wall end nearest the exterior of the building. A continuous C8x11.5 is to be installed full . length directly over the folding partition wall. The C8x11.5 is to be supported with P 1000 Unitstrut and C6x8.5 supports with expansion and insert anchors. • The installation of the C8x11.5 and the anchors will need to be adjusted so that the anchors avoid the existing concrete floor reinforcement bars. Field location of the concrete anchor reinforcement must be established prior to construction. 1. Existing 7 inch thick concrete slab with#4 reinforcement bars (1 inch • clear of bottom of slab) at 7.5 inches on center. Do not cut existing slab/beam or column reinforcement, adjust wall and anchor locations as required. 2. New folding partition wall to be hung from the existing concrete floor above. Adjust so that anchors do not interfere with the existing concrete reinforcement. 3. Continuous C8x11.5 directly over the new folding partition wall full length of wall. 4. Two—3/8 inch diameter threaded rods. Hang from P1000 Unistrut k. attached with two 1/2 inch diameter Powers "Power—Bolt+SD1" or Powers "Wedge-Bolt+" anchors, embed 3 inches. •.•.- Locate and avoid existing concrete slab reinforcement. , 5. C6x8.5 support for C8x11.5. Connect C6x8.5 with anchors (see note#4), see detail C. 6. P1000 Unistrut brace (3 locations) See detail Bi. • t!.,4\'C°‘ PRO / `11 I. i 12, I'7 l AL, ,.... • ,...., OREGON --ik 1\- ).,t' ' r; • v ''<? ..I1 . NOW ............................................................................................ I EXPIRES:12/31/16 NORDLING Proj. No.: 15-303 '' 4 "• STRUCTURALPART TION WALL J ENGINEERS, LLC INTERIOR TECHNOLOGY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2015 By:JEN Sheet No.: N 1 „` , /' ./ / / ..r' \!H! k • I , i l t 1i � i II I I _ ---- ------- ' ------, —i -\ i I . \I\ 1i V\II 1 /i.� ! s I F� -.. ..- ---- --––.... ..(.. '�.a.3 -S i ! _ il I.. yI �V3 1 1 b I I \ 1 fIA- i` I I1.../”.v _ _ (5-<-1 -i—i --- 1.='_ 7II:_.0 ij _.••''>,,34„ i I `\. \ ,,------ n.E>14$171.t\P.:1.1.......................$(5.k. ,. ... 4 \ N. ., Y ce\ � , - -...\---.... . 0 \ PROF \ \ c't ANG I N ,. % \\N\ i ,187 9 ij ..--7-_,__ �`: OR ON i -. .3 IS v. ✓GtY 75, 191: G' F. NORM I EXPIRES:12/31/16 • NORDLING Proj. No.: 15-303 , , STRUCTURAL AXIOM EPL PARTITION WALL \.> ENGINEERS, LLC INTERIOR TECHNOLOGY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2015 By:JEN Sheet No.: 2{ 1 ,., -1 r f iL i T 3 1 / ,c .. , -/ , , •1 ii { I 1 Ef ) f 7 j(4'R 7. 1 j / .--.,s . - �� 1 - 1r ` 1 •I �}_— — tc �, _ 1 - !r - 1 • _ r i, * e , • ._ ..__... .m a _ - .. 4 it p .1. /... i .1 ,,.. , , ,„.„ , ., • , r r . al ..,...- t (3.____...- c„,. r • _,,_ ��FO PRIF�rssi I 12,1 4$ *. ► , l OREGO•1( tiN NORO�\ EXPIRES:12/31/16 NORDLING Proj. 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No.: 15-303 STRUCTURALAXIOM EPM PARTITION WALL ENGINEERS, LLC INTERIOR TECHNOLOGY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2015 By:JEN Sheet No.: 9."'' 0 i, V T ,v /L��:,. 1 ,i___7_1,-, -%, [ r9} .- 11 113 j -- _,I iiice- ,_ . . . ................... 11,i," i!.(1 . cam. _t t _!r r. :s I -2`� ` - • O'n i , .1_,..si ,,, :, ___„....1 c.,,, i',. .44 tc,i i --2. -: I,--iti • ,,,,,, . i, ,,,, ,,-- ,,,...3.. --i ,, i3iIi :;L: co 4, � ,, ..„ nr.� . if,: ,....,-- 177-7;:il 4 0 • . i 6 : .„. ,(„,...-,,, -, , r'--77::•"' (.!,) ;:----"`N, (.1::::D.-- : _,/ '0: ''''(CO 11 C) r::=:...:-..._.3-- .70- '..-.L..._ _et 4,3., 1„7::' y. 1, ii,.,,," ., „:„.., ,t , ,.., , . ,PIN taL f-*'); t t'''j'') V q,1„:,.':(.1? t.(l;: %e �,r f t.l cc j ...: . NORDLING Proj. No.: 15-303 STRUCTURAL PARTITION WAIOM LL J11°/4 ENGINEERS, LLC INTERIOR TECHNOLOGY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2015 By:JEN Sheet No.: G t . -.' -------7--, --(----; -- 1)----: IT , . Gk J I f {Lt €i v �- 111{" _ 1__ _ ‘.- % - ti." t 1il -' DT 1 i5 JI"i rl' ..� F,13 i o• II L /-' 1-3-1 i. � �. .. I_.. rp....�. 1. 7) I [/ it j t.. I'/ +��' Pit I,:9 . �= - -- —it .— 1.-`6 . j "-----,V---- • • t - (13. .).;. r's - t‘.. .(c3.,..0., 0i,,,.. (Ai,i 5''.)i-, (.5.',.` \ (''' k,,,,, A ,,,,,,,,-..-s,\:,, ,,-\ - -6.:,.:N. N. Rd . .. ..q . �� - r.. __ ., NORDLING Proj. No.: 15-303 AXIOM EPM STRUCTURAL PARTITION WALL IL. . ...../)(1 ENGINEERSLLC INTERIOR TECHNOLOGY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2015 By:JEN Sheet No.: « ate:. _ � g Earthquake Hazards Program . Y ;., . 2005 ASCE 7 Standard Location 45°26'41.24"N Ss and S 1 =Mapped Spectral Acceleration Values 122°46'25.48" W 10260 SW Greenburg Rd,Tigard,OR 97223 Ground Motion Ss 0.978 Si 0.425 Occupancy Category II Site Coefficients Fa 1.11 Site Class D Fv 1.58 Importance Factor 1.0 Height of Structure 40.0 ft SMS Fa* Ss 1.084 SMi Fv * Sr 0.669 Design Category(SDC) D SDs (2/3)SMs 0.723 SDI (2/3)SMI 0.446 Interior Nonstructural Walls and Partitions Eq01V 52 +0.2 SDS W aP 1.00 RP 2.50 = 52W+0.20 *0.723 W 0.152W+0.145 W 0.4•ap •SDS 'I p (1+2.. ."•W \V :Weight of Unit 'p— R hl P 1 P z= 40.0 ft ASD , FP= 0.35 WP->* 0.7 0.243 z= 12.0ft FP= 0.19 WP->* 0.7 0.130 FP MIN= 0.3 SDS IP WP = 0.217 WP->* 0.7 0.152 FP MAX= 1.6 SDS IP WP = 1.16 WP->* 0.7 0.810 NORDLING Proj. No.: 15-303 AXIOM EPM STRUCTURAL PARTITION WALL ii.. kLL ENGINEERS LLC INTERIOR TECHNOLOGY 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2015 By:JEN Sheet No.: , • 4 , MODERNFOLDD ^' A OORMA GwW,Coinr,ony ,q..' 7 mra F m' 5.75" CAULKING BETWEEN Q BRACKET } 0.38" DIAMETER JAMB AND WALL nN1 o .--3- �u HANGER RODS al m o S h.50" BY DISTRIBUTOR 0 - 5.7 EXPANDABLE PANEL NOSE m „o° 5 o GAGE 1 HANGER BRACKET TRAVEL WRAPPED WITH MATERIAL W 'a E v_3 a R r_,c' BY MODERNFOLD a� '©r-P.�n ro, .lvSm.`1//r`ti _. RECOMMENDED to � I�ji �e� l fl1EIwFOLD z� aFINSI IED � j` U`� S� p ' „TA"`�� PRE-PAINTED OFF WHITE - _ ( "0, z ' ;1-+'`� �I JAMB WRAPPED 0� o ��ozz }�17 TRACK, STEEL, wF ^� ,xo�ro 75 110111 PRE-PAINTED OFF WHITE WITH MATERIAL n g cAo`§ II VINYL TOP SEAL BLOCKING AND d�gliilea Rdl REQUIREMENTS BY OTHERS BALLLBEARNGEELTROLLEY EXPANDABLE PANEL WITH JAMB 4.25" - BLOCKING AND REQUIREMENTS m TRACK BY OTHERS w JAMB WRAPPED-1 0 r WITH MATERIAL 0 r C9 i— U W F- o 1 c2 E U C9 'r' IA. 7 L = Z = �)1� W r.� 5ii o 0 I= IIIIIIIIMIIIIIIIIIIIIIIIII = o liJ a CAULKING ALL AND JAMB o: (i) a) z � HINGED PANEL JOINT JAMB 08/19/15 a APPROVAL IAPLI DETAIL SHEET AUTOMATIC BOTTOM SEAL OP O1 PROVIDES 2" OPERATING CLEARANCE (1-.5O" / -1.50") 7TH FLR TRAINING ORAWINc NO. 1221 741-01-D3 FINISHED „ FLOOR CAO RCF NO. ORDER NO. vat no, 3 or:4 6 Z m r rn r m C • D O Z Ln fl m r • v 2 8 3 -.-.1 p -c, ,8 I JOB tome LINCOLN CENTER - AXIOM EPM ACOUSTI-SEAL 932 ^ T z =s CLOSURE METHOD FABRICATION HEIGHEIGHTEXPANDABLE-6" 9"-O" g O - T o� r •.t I I__IeI I LOCATION PORTLAND, OR TRACK SYST=EM #17 STD EKE i 0 m 80TTOM SEALS 2" (51MM)AUTOMATIC n F11 PANEL ACOUSTICAL RATING 50 STC ;55 AaCH70 , n a HANGING'HEIGHT 8(Lbs./sq.ft.) S = D D Z 9 AACNfi_CF PANEL SKIN/FACING MEDIUM DENSITY F1RERBOARD c HINGE COLOR NATURAL CHOICE o Z I I CONTRACTOk RUSSELL CONSTRUCTION ( TRIM,COLOR NATURAL CHOICE PANEL FINISH FABRIC -x J—' 2 n 0 I I I I I Ii II Db af0k INTERIOR TECHNOLOGY I SELECTION SPRING DREAM - 111873-740 g 1 •w • ARCHITECT/ GENERAL CONTRACTOR NOTES PANEL SCHEDULE MOp RNFOLG PANEL WIDTH SIDE R SIDE L PASSDOOR ADORMAGYmipC01"°"'" I. MINIMUM DIMENSIONS PROVIDE FOR CLEARANCE FROM ALL ADJACENT — CONSTRUCTION/FIXTURES FOR ADJUSTMENT, OPERATION,AND SAFETY. 1 4.-1.50" 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL STRUCTURAL o 7 SUPPORT, ADJOINING CONSTRUCTION AND TRIM. 2 4'-O" g A 3. WN_L CONSTRUCTION AT JAMBS MUST BE ADEQUATE FOR SECURING JAMBS, 3 4'-O" cm3 ..AND WITHSTANDING FORCE EXERTED BY THE EXPANDABLE PANEL. (O' E- 4.AFS INDICATES ADJUSTABLE FIXED SEALS. 4 4'-0" NI. g, T INDICATES OPERABLE PANEL ACCESS HOLE. to o , • INDICATES BOTTOM SEAL OPERATOR HANDLE. 5 4'-U' I IJ o 'Fou 5. IIINGE POINTS ARE SHOWN FOR DIAGRAMMATIC PURPOSES ONLY. D Z 7o 0 W 6-.4;1,�,n�iatp�J�F��ea n 2 o U a o����--,,cj,�, dF �aZjeF STACK GUIDE RAIL REFERENCE 1T.. ���'�E-1,� ti��mu�a.�a=xaEC'i, DEPTH -- I 2 I— —1 0 z N. CJ O "c!,1 z I SIDE "R" i o IIAFS ,(AiJN `I_ _�— - ---.9.--_. -- {- - fp- - F 8 o & " L) / d v 0 2 3 SIDE 'L" 4 5 o a w K -(.1Z L _ O O O O = . � PILE KV ISSUED fM OWL Got Sat o APPROVAL. LAN 2 4'-1.50" 7 —_ 1.25" (3'-9") / 4'-0" / 4'-0" / 4'-0" 4'-0" 1.25" /JAMB' EXPANDABLE PANEL NO. 2 PANEL NO. 3 PANEL NO. 4 PANEL NO. 5 IAMB ' PANEL PANEL LAYOUT OP-01 20'-4" / / 7TH FLR TRAINING INSTALLATION WIDTH mvwwo NO. R21741-01-D1 PANEL PLAN CAD REF NO. ORM 80. SNEET NO. I Of:4 l' v g iJ 1 • MQ©=RNFOLD A OORr.n.,Group Carywny S' 20'-4" TRACK INSTALLATION WIDTH / m N w g - 1 I o j_`(�i u A— __ 12'-4" 4' O" CO'' oo TRACK SECTION / / _ 4'-0" J ,d As_ is o VARIABLE TRACK SECTION REMOVABLE 4 0 2 6" [RACK SECTION v) a�M1-l2==55`d 6"� �6" 6„� F5)1, 1„5im©�i 2` �. 7' 6° 3' 0° 10” 3' 0° /6,.4 1,-_6"/ 1,-6"/6" V) 10 SPACES 0 9.:_0/C / / / / ! 2 SPACES ®1-6"OAC o r_ Qou g � z 4 0 OO¢CdNZ aSZd " R F L.JZ lKOLHIIRIA— . — Y --1• _ — — — — 3 — / A- n_ w O >Q O r REFERENCE / 7" 12' 0c. GUIDE RAIL r jr o p 6 z U N O w U O WQ C) I— -I °= O w N O . d t� a a,( rsAo ran o 08/19/15 o APPROVAL WV I ( TRACK LAYOUT OP-01 NOTES: — 7TH FLR TRAINING BRACKET REQUIREMENTS (EXCEPT AS NOTED): ow, +c NO. 1021741-01-04 1. PUNCH OR DRILL .44" DIA. HOLES, 2.25" EACH SIDE OF BRACKETS IN STACK: STANDARD CM NEP NO. CENTERLINE, 4.50" GAGE, AT ALL LOCATIONS, AS NOTED. BRACKETS IN RUN: STANDARD ORDER N0. — 2. OMIT RODS AND NUTS _ SHEET NO. 4 OE:4