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Specifications &,201- -00/1-/2 if(A/76.- ,56t2 72neer STRUCTURAL CALCULATIONS FOR OREGON BUSINESS PARK I BUILDING #5 (PTR#1 OBP 114) 16416 SW 72nd AVE PORTLAND, OR 97224 -- NEW WALL OPENINGS -- PROFec, ',187 I � A � 'EGON � ✓G<Y ts, ^9g9 WV yN E. NORO\\ I EXPIRES:12/31/16 ( Contents Details A-C Dl -D3 Contact Person: John E Nordling,PE Calculations C1 -C8 NORDLING Proj. No.: 16-175 t STRUCTURAL WINDOW OPENING 1OBP114 SPEC WORK ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2016 By: JEN Sheet No.: COVER to r r ter:�:=c i r., �j,� `I Yr Y rVi /tel FTG G1 1� i; -I,G. IY STC 1 i I I I '_, U T o— y^i L �J �s LJL _ 1T { I 1u"',., `..1 'C'-1 ,-zJ' s:77 l";` '-.7- :ice, r I T I 9 z I ! i I "'"0" '12t ' { /. IJ .11 , y 1 f; 1 r_1((_-)1-.1' v f,1-=.' ' i_, PL.FfiLN F.: r r,,,-. ' .T-�, >s I x q t• ! '1 Iii. .. '`I - 3 ',�1'.ka'�°'_'4e� 3 yi. 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II --•-�-.-•...-_L ;a� t 1 fl 1 it ;- i I ll P 1 iii IIF ,I �7 I I4+1 I ; I 1I'� ; . . . t f 11 r �. '�I _ l' ��e ,„;-+-',, C\�1`r C15 t^ , Q C C l t !l e • t � _�.. I I Gx,. � j ' _. ... j A TTi's.,,,,,,,,t,..),,;,,:til.,.',': ! C ' . e `. M ) . • Iu \ / I 11 n ./,, _______,_...________1 . ..._____:__._______________________ ki..• , . i . ti 1 _ Ii ,' I ,,i, sic 1 tir_ I • ,,r —_.- - a mak; .rS0.,t(.,04,.. .c._„ er: w t f t it h (1"•4rS a 4 ! -1 R r7 f'�J t LILR ?Gr'!;� ��J� ANG I NF,�/ ! y. ri1 . l 12,1: / 9 l 4. V E �`�"74 G � l, l;f f 15OREGON Q r , 5a C.) NOR°- IlMaglain NORDLING .. iI . .r STRUCTURAL Proj. No.: 1_ __4 0. 4,- -I ENGINEER ' Dow OPENING S, LLC 1 oBP 114 SPEC WORK 6775 SW I1Ith,Suite 200•Beaverton OR.97008 Date: PAC TRUST APR 2016 By:JEN Sheet No.: G' a !4' V. R tf `o 1 .1 ^ '' 4 . , ---T770-.$,-... 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No.: 16-175 STRUCTURAL WINDOW OPENING : 1 ‘ I' 1 , Olk,- iENG 1OBP114 SPEC WORK INEERS, LLC 6775SW 111th,Suite 200•Beaverton 09,97008 DPAC TRUST Date:APR 2016 By:JEN Sheet No.: G-z_ Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date:04127116 Page: MULTI-SPAN STEEL BEAM DESIGN OREGON BUSINESS PARK-WALL OPENINGS A-(TL) A-(TL) GENERAL DATA - 1 _ ____ 3 - All Spans Simple Support?? : YES Span ft : 22.00 Lengths 22.00 End Fixity: Pin:Pin AISC Section :ts4x4x114 ts4x4x511Pin:Pin 6 CALCULATED VALUES -OK- -OK- Fb-Allowable psi : 29700 29700 fb-Actual. psi : 8832 fv-Actualps7578 Moment @ Left k-ft-ft :: 550 440 0.0 0.0 Moment @ Right k-ft : 0.0 0.0 Max.Mom.@ Mid-Span k-ft : 3.0 3.0 X-Dist ft : 11.00 11.00 Shears: Left k : 0.5 0.5 Right k : 0.5 0.5 Reactions: Left:Dead k : 0.00 0.00 Live k : 0.55 0.55 Total k : 0.55 0.55 Right:Dead k : 0.00 0.00 Live k : 0.55 0.55 Total k : 0.55 0.55 Max.Defl.@ Mid Span in : -1.105 -0.949 X-Dist ft : 11.00 11.00 BEAM DESIGN DATA Le:Unsupported Length ft : 0.00 0.00 Fy ksi : 45.0 45.0 Section Area in2 : 3.59 4.36 Beam Depthin4.000 Beam Width in : 4.000 4.000 Flange Thickness in : 0.250 0.313 Web Thickness in : 0.250 0.313 lxx in4 : 8.2 9.6 lyy in4 : 8.22 9.58 rt in : 0.00 0.00 APPLIED LOADS Use Live Load on This Span ? Yes Yes Uniform DL k/ft : 0.00 0.00 LL kilt : 0.05 0.05 QUERY VALUES Location ft : 0.00 0.00 Shear k : 0.55 0.55 Moment k-ft : 0.00 0.00 Deflection in : 0.000 0.000 V4.4B2(c) 1983.95 ENERCALC c.:3 Bruce W.Kenny,KW060914SL-A • 9 ff� fc"1. • f. ( .}�.. H .`.l . , 4. r . • _-1.,„--- , .::; .(------.71-ii .),__1"7'--1.11 '''-',<1 B-1'-• u z I ( S -� e I I I L 'L(51`,n2a 5-/.1' (a-..,i,i,b �eL-T ‘--Tsts a .`--/ r.C„` . ... 121 Ca�.U-). S-J x.3,.�� ... 13.I (C } .Vi,µ. G. '..?.r.v 51 C'::, 1 g?.�i-1 t'A1Ny":`,4 ai't..e3 \ 1.:b,, ,, N .5--•- . ... 5t'e IV e 1– s lc. C s - w}; 10 i'! � , ,r'a} 4 .z,,, „e,.;): �..,., --..:. w , r. �1/'4 f kp gar ,--.,-,-.7,,,,,,,,;..,,,,,-",..�., !J'-" l r"7��L �Za� {"1'(r1•'CI•C.Y�;, (1S�rE.... ... ,^ �'t,,,,c-.,,� - [ ,.� `� �-i J) ,5)(3,1), - y ...'. . .'..,,".'."" ,.,w • r4'> tFU .4_1_ ‘ V . : . . ,.. .,......"'7,. ; i I ii h,..r.' . , : \ . (^ 3/�L jd((u�J�,y(0C�r��) ::_,,/,,,..7,_.,,, ✓ ` • 1w.... - .~ : I NORDLING Proj. No.: 16-175 6 C STRUCTURAL WINDOW OPENING ENGINEERS, LLC 10BP114 SPEC WORK - , 40' , ' PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2016 By:JEN Sheet No.: C-4' ASCE 7.10 Wind Force Standard Wind Speed : 120 mph Exposure B • Mean Height(h): 20'-0" Width(x): 30'-0" Topographic Feature: Length (y): 30'-0" Homogeneous Height of Hill(h) 0 ft Crest Length(L,) 0 ft qh : 19.55 psf-LRFD Crest to Structure Dist(x) 0 ft 4. IIX 11y Ka• 0.85 I<1 : 0.00 Cp. 0.30 0.80 windward Kzt : 1.00 K2 : 0.00 Cp: -0.50 -0.50 leeward Gust: 0.86 0.86 1(3 : 0.00 Wall Loads, --► I I X IIIIIIIIIIIIIIMERIIIIIIIIIIIII ASD Leeward qh * Cp * Gust = -5.1 psf qh * C * Gust = 5 - .lpsl' Windward kz qz*Cp * Gust 30' 0" Total qz* Cp * Gust Total 0.701 9.1 psf 14.2f c t ).1.psf 14.2 of 25'-0" 0.665 8.6 psf 1 13.71)sf 8.6 psf 13.7 .f 20'-0" 0.624 8..1 psf 13.2 psf 8.1 psf 13.2 asf 15'-0" 0.575 7.5 psf 12.5 psf 7...____52m-________121.__5ps 295.0' ri VIII ■ 1_ W: 215 •IF 14.2 .st • 30'/2 ■ 1 II I I MR L■ ■ ■ I V I I I E: 560 plF 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1I I I ,_1 1 1 1 11 11 1 t 1.1 1 1 1 t 1.1 1 1 1 1 1I ■ I IJP 1.11 1 I i I1 1 1 1 1 1 t 1_I, 1.1 1 1 i 1 1 1 1 1 m 0 r r� I Q 0 • Ji II l I E: 82.6 k I NORDLING Proj. No.: 16-175 µ . STRUCTURAL WINDOW OPENING . ,oito 10 , ENGINEERS LLC 10B13114 SPEC WORK PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2016 By:JEN Sheet No.: CS MUSGS Earthquake Hazards Program ASCE 7-10 Standard Lot: 45'24'6.2' N Ss and Si=Mapped Spectral Acceleration Values Long: 122'44'54.95" W 16416 SW 72nd Ave,Tigard,OR97224 Ground Motion Ss 0.964 Si 0.419 Occupancy Category I1 Ordinary Reinforced Concrete Shear Walls Site Class p Importance Factor 1.00 R 4.0 Height of Structure 25.0 ft Structural Period T 0.224 Site Coefficients Fa Ct 0.020 1.11 F� 1.58 x 0.75 Cs SDsI/R 0.179 SMs Fa* Ss 1.074 Cs Max SDs I/T R &AI F� * Si 0.662 0.494 CS MIN 0.044 SDS I 0.032 SDs (2/3)SMS 0.716 V Cs* Wn 0.179 Wn SDI (2/3)SMI 0.442 Seismic Design Category ASD =V* 0.7 0'125 WR SDC D El Wall 0.125 * 100 psf * 30'-0" * 2 / 2 = 376 p1f Roof 0.125 * 15 psf * 100 ft = 188 plf = 564 plf / tri Cis r;r`�,. • NORDLING Proj. No.: 16-175 44. STRUCTURAL WINDOW OPENING 1 OBP 114 SPEC WORK ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2016 By:JEN Sheet No.: C At LEGS Earthquake Hazards Program 2005 ASCE 7 Standard Location 4 °24'6.2"N Ss and SI =Mapped Spectral A 122°44'54.95' W 16416 SW 72nd Ave,Tigard, OR 97224 Ground Motion Ss 0.964 Si 0.419 Occupancy Category II Site CoefficientsF;, 1 I 1 Site Class D Importance Factor F° 1.58 1.0 Height of Structure 25.0 ft " Mailed FT* Ss 1.074 Design Category(SDC) SMI F�* SI 0.662 D SDS (2/3)SMs 0.716 SDI (2/3)SMI 0.442 Wall Design Concrete/Masonry Walls Fp 0.4* SDS *I* Wp ASCE 12.11.1 Anchorage to Flexible Diaphragms 0.4* 0.716* 1.0* Wp 0.286 Wp Fp 0.8* SDs*I* Wp ASCE 12.11.2.1 0.8* 0.716* 1.0* Wp SDC C,D,&E Fp 0.10 Wp 0.573 Wp minimum Concrete/Masonry Anchorage Fp 0.286 Wp ASCE 12.11.2 a Fp 400 lbs * SDs*I/ft ASCE 12 11.2 b 400lbs * 0.716* 1.0 286 plf Fp 280 plf ASCE 12.11.2 c E (( r NORDLING Proj. No.: 16-175 • STRUCTURAL WINDOW OPENING 10BP114 SPEC WORK ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200 Beaverton 011,97008 Date:APR 2016 By: JEN Sheet No.: '1 ASCE7.10 Wind Force Standard Components and Cladding-Method 2 Gable Roofs Wind Speed : 120 mph Exposure: Bc Cjh : 21.95 psf-LRFD Structure Type : Building-Components &Cladding Building Type: Enclosed Building Topographic Feature Height(h): 30 ft Homogeneous Height of Hill(h) 0 ft 0.6 qh : 13.17 psf-ASD Crest Length(La,) 0 ft Crest to Structure Dist(x) 0 ft Roofs p <7° Zone#1 1 Wallsh<60 ft ( ) G Cp Ke: 0.85 Iii : 0.0(1 Zone#2 1.8 Zone#4 1.1 GC =0.18 Zone#3 2.8 �' K2 : 0.00 Zone#5 1.4 KZt: 1.00 K3 : 0.00 Internal Pressure: 2.4 psf External Pressure : Zone#1 13.2 psf Pressure(I+E) Zone#1 15.5 psf Zone#2 23.7 psf Zone#2 26,1 psf Zone#3 36.9 psf Zone#3 39.3 psf Zone#4 14.5 psf Wall-Zone#4 16.9 psf Zone#5 18.4 psf Wall-Zone#5 20.8 psf , \ 1 NORDLING Proj. No.: 16-175 �� _ STRUCTURAL WINDOW OPENING : n , ENGINEERS LLC 10BP114 SPEC WORK PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2016 By:JEN Sheet No.: