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Specifications (8) I lip" 11,14 n CO), 5 2416, STRUCTURAL CALCULATIONq4oi Tip ISIOAr FOR j GERBER KNIVES 14200 SW 72nd AVE TIGARD, OR 97224 -- FOLDING PARTITION WALL SUPPORT -- CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approved: 5'tODPRO,' OTC: Ij o emit#: �0P20 / 12,167 / ddress: [2t-2eC) --72_1•15 44/ uite _ OREGON OPIL #. 6 trip <� ,9s� 'r /�: Date: 3 H E. NORo\- EXPIRES:12/31/18 OFFICE COPY Contents Details A-B DI -D2 Gravity Calculations G1 -G3 Contact Person: John E Nordling,PE Enclosures El -E4 NORDLING Proj.No.: 16-052 r),5r1, STRUCTURAL GERBER PARTITION WALL ENGINEERS, LLC INTERIOR TECHNOLOGY 8775 SW 111th,Suite 200•Beaverton OR,97008 Date:JAN 2016 By:.TEN Sheet No.:COVER 1 1.1 ; Ilk, t,'1A' `" i k — r`-`pi LAA— 1 L/`^Q t `L f aYV ( ., .,.,_:t1 £=:{.p.r:G. ri>:G$11 E.,* f (/` . 0 1 , I 1 I.i IP .,, a--i_____________-. ._.. s : ____ r 1 j. ��Ep PROFs AGorT1 e� L 9 '� .rPu�.Is:J1; 'f'1� 11 tt�.Nsc�l F� ... 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R ' j nor. i a+ z5.o^ i_ 61-.';' 1 f P�EL . ......0 =gra P?m,f,=�' \ T ..._... . . . tea .. .. .. .. ... - Lig-17:-. '.: f Sir F. 0 cii `. S — . c 1 I rj NLOiSSI'Sf.AL sr, f?�oi n,?Ater Moo s1s,w • �... SCA. .15(1.Z;),017,,-1. .\(f.:,.?_ t�(�. 15'r,, c71.�,.4 E- Q�sr> n� ({+/� �� bk..D 41;:i ` ?fit d fp' 6{.-:_. 15(''+)c_ 3a" • q I 1.-,, —,5'—,5' 5 t.cu" r ( �f 4C.L ., crr , 11 (--- u,),z_.-7,,: k , ,,, A v O S:1 h .. C440:h l t 4 \ ik ,., / 7 rpI 1-rm,...,..: ( ----' ...C.:-.---. NORDLING Proj.No.: 16-052 STRUCTURAL GERBER PARTITION WALL ENGINEERS, LLC INTERIOR TECHNOLOGY 6775 SW 111th,Suite 200•Beaverton OR•97008 Date:JAN 2016 By:JEN Sheet No.: . C Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date:02/04/16 Page: MULTI-SPAN STEEL BEAM DESIGN GERBER-FOLDING PARTITION WALL A-(DL) A-(LL) A-(PART) A-(DPEN) A-(STACK) A-(COMB) A•(COMB) GENERAL DATA --- 1 2 3 4 5 6 7 - All Spans Simple Support?? : YES Span Lengths ft : 26.00 26.00 26.00 26.00 26.00 26.00 26.00 End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin AISC Section :w27x114 w27x114 w27x114 w27x114 w27x114 w27x114 w27x114 CALCULATED VALUES •OK- -OK- •OK• -OK- -OK- -OK- -OK- Fh-Allowable psi : 23760 23760 23760 23760 23760 23760 23760 fb•Actual. psi : 846 3383 846 182 498 5866 6154 fv-Actual psi : 209 836 209 68 92 1489 1513 Moment @ Left k-ft : 0.0 10 0.0 0.0 0.0 0.0 0.0 Moment @ Right k-ft : 0.0 10 0.0 -4.5 0.0 -4.5 0.0 Max.Mom.@ Mid-Span k-ft : 21.1 84.5 21.1 2.9 12.4 146.5 153.7 X-Dist ft : 13.00 13.00 13.00 11.96 9.36 13.00 12.48 Shears: Left k : 3.2 13.0 3.2 0.3 1.4 22.4 23.5 Right k : 3.2 13.0 3.2 1.1 0.8 23.2 22.9 Reactions: Left:Dead k : 3.25 0.00 0.00 0.00 100 4.55 4.55 Live k : 0.00 13.00 3.25 0.29 1.44 17.84 18.99 Total k : 3.25 13.00 3.25 0.29 1.44 22.39 23.54 Right:Dead k : 3.25 0.00 0.00 0.00 0.00 4.55 4.55 Live k : 0.00 13.00 3.25 1.06 0.76 18.61 18.31 Total k : 3.25 13.00 3.25 1.06 0.76 23.16 22.86 Max.Dell.@ Mid Span in : -0.022 -11087 -0.022 -0.002 -0.010 -0.150 -0.158 X-Dist ft : 13.00 13.00 13.00 11.96 11.96 13.00 13.00 BEAM DESIGN DATA Le:Unsupported Length ft : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fy ksi : 36.0 36.0 36.0 36.0 36.0 36.0 36.0 Section Area in2 : 33.50 33.50 33.50 33.50 33.50 33.50 33.50 Beam Depth in : 27.290 27.290 27.290 27.290 27.290 27.290 27.290 Beam Width in : 10.070 11070 10.070 10.070 10.070 10.070 10.070 Flange Thickness in : 0.930 0.930 0.930 0.930 0.930 0.930 0.930 Web Thickness in : 0.570 0.570 0.570 0.570 0.570 0.570 0.570 lxx in4 : 4090.0 4090.0 4090.0 4090.0 4090.0 4090.0 4090.0 lyy in4 : 159.00 159.00 159.00 159.00 159.00 159.00 159.00 rt in : 2.58 2.58 2.58 2.58 2.58 2.58 2.58 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Yes Yes Yes Uniform DL k/ft : 0.25 0.00 0.00 0.00 0.00 0.35 135 LL k/ft : 0.00 1.00 0.25 0.00 0.00 1.35 1.35 Partial DL kilt : LL k/ft : - 0.08 1.10 0.08 1.10 X-Left ft : 8.00 8.00 8.00 8.00 X-Right ft : 37.00 10.00 37.00 10.00 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Shear k : 3.25 13.00 3.25 0.29 1.44 22.39 23.54 Moment k-ft : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 D.000 0.000 0.000 0.000 0.000 • • C1 a V4.4B2(c)1983-95 ENERCALC Bruce W.Kenny, KW060914SL-A use Earthquake Hazards Program 2005 ASCE 7 Standard Location 45°25'3.6"N Ss and SI=Mapped Spectral Acceleration Values 122°44'45.06"W 14200 SW 72nd Ave,Tigard,OR 97224 Ground Motion Ss 0.973 Si 0.421 Occupancy Category II Site Coefficients Fa 1.11 Site Class D Fv 1.58 Importance Factor 1.0 Height of Structure 25.0 ft SMS Fa* Ss 1.081 SMI F * Si 0.665 Design Category(SDC) D SDs (2/3)SMS 0.721 S01 (2/3)SM1 0.443 Interior Nonstructural Walls and Partitions Eq= 0.158W+0.2 SDS W ap 1.00 Rp 2.50 = 0.L58W+0.20 *0.721 W 0.158 +0.144 W Fp_ 0.4.a, •SDS•1P +2 z W : eight of Unit RP h, P z= 25.0ft ASD FP= 0.35 WP->* 0.7 0.242 z= 120 ft FP= 0.23 WP->* 0.7 0.158 FP MIN= 0.3 SOS IP WP \ ` 0.216 W P->* 0.7 0.151 FP MAX= 1.6 SDS IP WP s �� 1 = 1.15 WP->* 0.7 0.807 NORDLING Proj. No.: 16-052 ER STRUCTURAL PARTITION WALL Oito 1‘An) I4 ENGINEERS, LLC INTERIOR IFCHNOLOGY 6775 SW 111th,Suite 200 Beaverton OR,97008 Date:JAN 2016 By: JEN Sheet No.: G fir' p 'r�` PANEL SCHEDULE • ARCHITECT/ GENERAL CONTRACTOR NOTES (rhe SE MODERNFOLU I. MINIMUM DIMENSIONS PROVIDE FOR CLEARANCE FROM ALL ADJACENT r� ,� . PANEL WIDTH SIDE R SIDE L PASSD00R "oow ''''"co'.p�, CONSTRUCTION/F1XTURES FOR ADJUSTMENT, OPERATION.AND SAFETY. i(� �..�T� - 1 3,-7.g1„ 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL STRUCTURAL r ♦ �l �f SUPPORT.ADJOINING CONSTRUCTION AND TRIM. C " //LL..0l 2 3'-7.81" 0 3. WALL CONSTRUCTION AT JAMBS MUST BE ADEQUATE FOR SECURING JAMBS, ¢ O 3 3'-7.81" AND WITHSTANDING FORCE EXERTED BY THE EXPANDABLE PANEL 4.AFS INDICATES ADJUSTABLE MED SEALS. 4 3'-7.81' r9 b 1 Q 7 INDICATES OPERABLE PANEL ACCESS HOLE. V INDICATES BOTTOM SEAL OPERATOR HANDLE.• ....../ 5 3'-7.81" r 5. HINGE POINTS ARE SHOWN FOR DIAGRAMMATIC PURPOSES ONLY. 6 3'-7.81" –I CO 7 , 3'--7.81" �R eqtRsigaiMw 8 3'-4.81" tm .1.,S PP .P 0 $, a 8 / ,.IggAil STACK / GUIDE RAIL REFERENCE I DEPTH N F —"1 Nz { I SIDE "R" g a' I AFS I AFS I I i-- ?– — _-_I. W I O I O SIDE "L" 8 m `, L_ _ _ _1 O § . F . . A u ill ! • ha Net, MOM MN OP/19/17 APPROVAL RPM 3'-7.81" 1.25".., (3'-4.81") / 3'-7.81" j 21'-7.88" 1.25" JAMB EXPANDABLE PANEL NO. 2 INTERMEDIATE PANELS JAMB PANEL PANEL LAYOUT OP-01 / 29'-2" / COLUMBIA CONF R INSTALLATION WIDTH • DPALlet NO R27486-01-01 PANEL PLAN GO REI NO, ORDER NO. 3W N4 T OF:FL • • MOD=RNFOL-D' A oONA1A Glgyi "()M�' E Pall t 213] E 0 g W � PANEL ELEVATION-SIDE"L" 11111 m". 04/WI • APPROVAL I4PY PANEL ELEVATION OP-01 COLUMBIA CONE F tont Ho. R27486-01-02 un REF NO. ORDER N4 SHEET"". 2 or:4 t`f • MODERNFOLDD A DORMA Gawp C' pony 1 ' 5.75" CAULKING BETWEEN 0.38" DIAMETER N b BRACKET JAMB AND WALL m HANGER RODSg KK4BY DISTRIBUTOR 0" - 5.7 a' m GAGE 1 HANGER BRACKET TRAVEL EXPANDABLE DBWITHAMATERANEL LE 6 f 1u BY MODERNFOLD V7 g ,pNRogoo„0 RECOMMENDED OWWeigin n :�i:i� -.,, SOUND BAFFLE rll ■1! FINISHED z ��_ii. -..-..-, � NOT BY MODERNFOLD I_moi( 4II-� OR DISTRIBUTOR U — < * CEILING )( gil •�,- #17 GUIDE RAIL < a , 1 PRE-PAINTED OFF WHITE `.75" ,,rit, 1 #17 TRACK, STEEL, JAMB WRAPPED a Ri gi RE-PAINTED OFF WHITE \ WITH MATERIAL B Rv,Y $' E iald VINYL TOP SEAL ING AND I _ _REQUIREMENTS BY OTHERS ,�- STEEL, 4-WHEEL, BALL BEARING TROLLEY EXPANDABLE PANEL WITH JAMB 4,25" BLOCKING AND • TRACK REQUIREMENTS BY OTHERS JAMB WRAPPEE' WITH MATERIAL 0 z 2 ���'r . \,' - ___ o �E.m mmolum iLA CAULKING BETWEEN WALL AND JAMB 41 1 Llira 1 mci_ HINGED PANEL JOINT JAMB °�°"'� 1111 WW1. upu AUTOMATIC ROTfOM SEAL DETAIL SHEET PROVIDES 2" OPERATING COLD CLEARANCE (+so" / -Iso") COLUMBIA CONF F • „ FINISHED _� DRAMHO Ra R27486-01-03 FLOOR GO REF NO, ORDER HO. SHEET No. .3 D5 4 w MOD RNFOLD' A 0014UA Group Co,rxwny i / TRACK INSTALLATION WIDTH / fJ 1a 3 M 1 / TRACKrSECTION / VARIABLE TRACK SECTION / REMOVABLE / F6' TRACK SECTIONIli --E ��em g-3" g_p g 6"_0" / / / / f / f / 2-2" / /6/ 1-6`/ 1-6"/6/ V7 11 SPACES ®9" 0/C 2 SPACES ® 36" 0/C 2 SPACES ® 38" 0/C VARIABLE O Sig Lt 6.1 ,;p., G / ,1' 21"-O" REFERENCE GUIDE RAIL w o . . 11 i i 4 GEIS .[V MAI Mt ONL (1El1103 E APPROVAL MN a TRACK LAYOUT O P-O l NOTES: I COLUMBIA CONE F BRACKET REQUIREMENTS (EXCEPT AS NOTED): COAT040N0. 627485-01-04 1. PUNCH OR DRILL .44" DIA. HOLES, 2.25" EACH SIDE OF BRACKETS IN STACK: STANDARD CM REF M0. CENTERLINE, 4.50" GAGE, AT ALL LOCATIONS, AS NOTED. BRACKETS IN RUN: STANDARD OR NO. 2. OMIT RODS AND NUTS - 9ILET N0. 4 0F:4