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Specifications 5. A OFFICE C01384 riRE1111 • ' u.e2021-sx 252 STRUCTURAL CALCULATIONS FOR BIAMP HUNZIKER 8005 SW HUNZIKER ST TIGARD, OR 97223 -- CLEAN ROOM CEILING -- S�RUCTURgC PROFFi 2,187 y ir 11. O-EGON � ✓Gr 15, 19a� �G' yHE. NO9 EXPIRES:12/31/22 Contents Summary S 1 Details A-D D1 -D3 Contact Person: John E Nordling,PE Calculations CI -C4 NORDLING Proj. No.: 19-289 BIAMP HUNZIKER STRUCTURAL CEILING ENGINEERS, LLC NORWEST CONTRACTORS,INC 6775 SW 111th,Suite 200 Beaverton OR,97008 Date:AUG 2021 By:JEN Sheet No.: COVER SUMMARY 2019 Oregon Structural Specialty Code Live Load 20 p8f CONSTRUCTION LOAD Wind per INTERIOR WIND PRESSURE Seismic Occupancy Catagory II Site Class - D Seisimic Design Catagory - D Ss = 0.916 Si = 0.423 SDs = 0.122 SDI = 0.445 ❑1 1/2' APA RATED (32/16) SHEATHING. ATTACH SHEATHING W/ *6 SCREWS 66' EDGES, *6 SCREWS e12' FIELD. 0 lie' GYPSUM WALL BOARD EACH FACE. ATTACH EXTERIOR FACE W/ *6 SCREWS 612' o/c ALL SUPPORTS. ATTACH SILL TRACK TO (E) S.O.G. W/ 1/4'0 x 2' TAPCON SCREWS e48' o/c 03 1/2' GYPSUM WALL BOARD EACH FACE. ATTACH EXTERIOR FACE W/ *6 SCREWS el' o/c ALL SUPPORTS. ATTACH SILL TRACK TO (E) - S.O.G. WI 1/4'4' x 2' TAPCON SCREWS 624' o/c NORDLING Proj. No.: 19-289 STRUCTURAL BIAMP IIING ENGINEERS, LLC NORWEST CONTRACTORS,INC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2021 By:JEN Sheet No.: S1 O i i I , I � I i U O I 0 B i co BELOW r,, TYP i N i B _ ‘11111 0010 41 �.�RUCTURq /3ED PRO,8 S� �GINfF V 2,187 1 y� FOREGON FRAMING PLAN f voG ' R�� �� NO EXPIRES: 12/31/22 NORDLING Proj. No.: 19-289 STRUCTURAL BIAMP HUNZIIIER ` �' CEILING ENGINEERS, LLC NORWEST CONTRACTORS,INC 6775 SW 111th,Suite 200'Beaverton OR,97008 Date: AUG 2021 By:JEN Sheet No.:D1 I,..----(E) CMU WALL rEEDGE SCREW H:=:::= rE . 1000T200-68 TRACK W/ 1000T150-33 TRACK `�s 6 SCREWS ti (3) ROWS 1/4'4 x 2' e24' o/c TAPCON SCREWS 612' o/c zr . t T_,.—°6 SCREWS 1 I 11, -10005162-68 624' o/c 1'8 SCREW EACH JOIST \---362T125-33 ht=::77r1 TRACK 3625162-33 616' o/c - -E L- _,I N____ C=„ DETAIL 1-00 EDGE SCREW Ei --. `-*6 SCREWS 6 12' o/c r -10007150-33 TRACK -Q .-4*6 SCREWS 612' o/c 10005162-68 �"---362T125-33 TRACK 10005162-68 BLOCKING e32' o/c %— s,c c u C T URq 4 3625162-33 '�16' o/c—J'" �—�3 ,`OD PRO, , AS OCCURS ��"� LNG ' NEeR /� �'� 12,187 _0 �,,�AZ �r. IIw REG+ vo vG(Y 1 5. 9,,9 \(7 ', 0 DETAIL tiN F. NORM`.` EXPIRES: 12/31/22 • 1 NORDLING Proj. No.: 19-289 BIAMP HUNZIKER STRUCTURAL CEILING J \>/ ENGINEERS, LLC NORWEST CONTRACTORS,INC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2021 By: JEN Sheet No.: D2 T� -f �,'--17 I I I 1.—(E) CMU WALL. I i II I � I I I . ■ 1000T200-6S TRACK W/ 1 1 (2) ROWS '/4'41. x 2' I TAPCON SCREWS e16' o/c MS SCREW 1 " — `i EACH JOIST —10008I62-68 -1000516 2-6 8 BLOCKING ' -- _-L ' 632' o/c ETtfl I I II I L__�tl 1 '\ TAIL 362SI62-33 616' o/c ©© AS OCCURS 1/4'0 x 2' TAPCON SCREWS 362TI25-33 TRACK EDGE SCREW, MATCH TOP IIIIIIIIIIIIILIIIIIIIIIIIII - — ,CONDITION ][. . -- �p PROF �� GINE F (E) S.O.G. so N E / 444 ,2 ;7 k. 1 i n A"•R-.ON 0 EASE DETAIL ✓GtY 15, 1°�� Co �titi . NORC)\-\ EXPIRES: 12/31/22 . 1 NORDLING Proj. No.: 19-289 Y� STRUCTURAL BJAMP xtc z G ENGINEERS, LLC ILIN NORWEST CONTRACTORS,INC 6775 SW 111th,Suite 200.Beaverton OR,97008 Date:AUG 2021 By: JEN Sheet No.:D3 / 25.0' W: 30 plf / WIND: 5 paf• 12'-0'/6 = 30 plf El: Ill Of • IIIIIIIIIIIIIIIIIjljIIIIIIIIIIIIII IIIII jjIIIIII 1,530 lbs / 21' _ 13 plf --V—/ 21.0' A, 3.8' 690 1 .4, TAPCON SCREWS • 1,530 I = 24' o/c -ok- . J `' 180 lbs / 13 plf = 29' o/c 11in E in li 1 li I i O I ! _, i . . ' a _ iil .11 S . I 1 1 1 I I I ! _ �090 = i 1,530 0 IQ 0'0 1,460 lbs / 45' = 32 plf d 1,460 lbs / 45' = 32 plf c0 180 lbs / 32 plf = 5.6 ft o/c m 1/2' CxYPBOARD SHEATHING — 1"4'4, TAPCON SCREWS 4'6 SCREWS 1 / 1. 48' o/c -ok- CAP = 290 if EXISTING I p E3: 463 plf 1 222'-0't 222'-0'f E: 102 k 1.4% INCREASE -ok- WIND CONSERVATIVE SEISMIC NORDLING Proj. No.: 19-289 STRUCTURAL BIB IIU Ei ING i- ENGINEERS, LLC NORWEST CONTRACTORS,INC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2021 By:JEN Sheet No.: Cl A 'CEILING JOIST STUD WALL PSF PSF PSF PSF F (A) DL 142 Ibe . 16' o/c LL 333 Ibe DL LL TW DL LL TW TL 415 lbs 8.5 20 16' o/c 8.5 20 12" o/c . SHEATHING 15 peF W JOIST 1.S per CEILING 5.1 pef t.,.-.:.,>.•.....7 55 per A A I84 slo'« 5ps1 Sa6on U720 U240 - LA60 /�5 12 / / zrs r r w'u 25 -fL/ 3505125-33 33 IB 18'7' 1517' 127' 24 15'2' 13'7' 11'10' 1000S162-43 5 pef Lateral Load(lntertor Walls) R1 R2 350S162 Wall Spacing RDL 106 106 Height (inl oc 33 ksi 50 ksi W LL 250 250 33 43 54 68 TL 356 356 12. 1.18 1.75 2.56 3.31 A A 12 16 1.044 1.61 2.44 3.18 24 0.79' 1.34' 2.21 2.94 Maximum Forces 251_O� V 356 < 802 lbs 3 '05162-33 616' o/c / M 26.72 < 27.94 in-k Si 1000S162-68 ADL -0.32 P362S137 LL -0.76 Wall S acing Rl R2 Hlfght anc 33ksi 50ks1 RDL 142 142 397 33 43 54 68 LL 333 333 ok 12 0.99 1.51 2.27 2.97 • Ti. 475 475 A m -1.08 12 16 0.86' 1.37 2.15 2.85 24 0.63' 1.12' 1.93' 2.62 L/279 Maximum Forces 3628131-33 ')16' o/c V 475 < 3,209 lbs M 35.63 < 73.80 in-k DL 106 plf DL 106 plf LL 250 plf LL 250 plf IL 356 plf TL 356 plf Si. ADL -0.28 1/4'4) TAPCON SCREWS A LL -0.66 FM:0'415"x 01-9.5"x 4" CAP ISO lbs ESR-1611 L/458 SBP 469 < 1,500 psf ok A 1L -0.93 180 lbs / 356 plf = 6' o/c £c 3,000 L/321 Vu-1 4.1 < 93.1 psi Vu-2 9.8 < 186.2 psi (3) ROWS 612' o/c (E) 4' S.O.G. -ok- .1 NORDLING Proj. No.: 19-289 STRUCTURAL BIAMP HU � G J 1 ENGINEERS, LLC NORWEST CONTRACTORS,INC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2021 By:JEN Sheet No.: C2 2USGS Earthquake Hazards Program • ASCE 7-10 Standard Lat: 45°25'45.92"N Ss and S1=Mapped Spectral Acceleration Values Long: 122°45'28.49" W 8005 SW Hunziker St,Tigard,OR 97223 Ground Motion Ss 0.976 Si 0.423 Occupancy Category II Light Framed walls with other shear panels Site Class D R 2.0 AOS Importance Factor 1.00 Height of Structure 12.0 ft Structural Period T 0.129 Site Coefficients Ct 0.020 Fa 1.11 x 0.75 Fv 1.58 Cs SDs I/R 0.361 SMs Fa* Ss 1.083 Cs 1v1Ax SDS I/T R 1.724 SMl Fv* Si 0.667 Cs NIIN 0.044 SD I 0.032 SDs (2/3)SMs 0.722 V Cs* WP 0.361 WP SD1 (2/3)SMl 0.445 ASD =V* 0.7 0.253 WP Seismic Design Category SDC D STUD WALL GYPSOARD 22 per EXISTING CMU!BUILDING STUD 0.1 per 0.SS plf/16' E3 Wall 0.144 * 58psf * 18'-0" * 2 / 2 = 151plf GYP 'OARD 22 per Roof 0.144 * 12psf * 1808 = 312plf MSC 0.S psf 6.0 per = 463 plf El Wall 0.253 * 6psf * 12'-0" * 2 / 2 = 18p1f Roof 0.253 * 8.5 psf * 45.8' = 98 plf = ll7plf E2 Wall 0.253 * 6psf * 12'-0" * 1 / 2 = 9plf Roof 0.253 * 8.5 psf * 25'-0" = 54 plf = 63p1f NORDLING Proj. No.: 19-289 STRUCTURAL BIAMP HUNZIKER CEILING l J j ENGINEERS, LLC NORWEST CONTRACTORS,INC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2021 By:JEN Sheet No.: C3 . u W 1 1 1111 1 P' V • ` k I WIDTH I, Line 01-Panel-21 Main Floor Walls Line 02-Panel-45 Main Floor Walls Panel Height =12.0 ft Aspect Ratio =0.57:1 Panel Height =12.0 ft Aspect Ratio =0.27:1 Panel Width =21.0 ft Seismic Capacity100% Panel Width =45.0 ft Seismic Capacity130 wind seismic wind seismic Vn 690 lbs 1,530 lbs Vn 380 lbs 416 lbs v 33 of 73 pit- Type-A v 8 of 9 pit- Type-A WN :9psf*3.Oft 26p1f WN :9psf*3.Oft 26p1f W WALL :7 psf* 12.0 ft 78p1f W WALL :7psf* 12.0 ft 78 plf Pt :58psf*4.0ft* 18.0ft Pi :(not used) • :(not used) 4,176 lbs :(not used) .• P2 :9 psf*3.0 ft*3.8 ft P2 :(not used) +7psf*6.0ft*3.8ft 2451bs :(not used) .• RM :(26 plf+78 plf)*(21.0 ft^2)/2 RM :(26 plf+78 plf)*(45.0 ft^2)/2 +245 lbs*21.0 ft : 27,969 ft-lbs (point loads not used) : 104,794 ft-lbs OTM :73 plf*21.0 ft* 12.0 ft : 18,360 ft-lbs OTM :9 plf*45.0 ft* 12.0 ft : 4,992 ft-lbs T=(18 k-ft-0.6*28 k-ft)/21.0 ft 75 lbs T=(5 k-ft-0.6* 105 k-ft)/45.0 ft -1,286 lbs Holdown Not Req'd: Not Req'd Holdown Not Req'd: Not Req'd NORDLING Proj. No.: 19-289 BIAMP HUNZIKER STRUCTURAL CEILING J Jl ENGINEERS, LLC NORWEST CONTRACTORS,INC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:AUG 2021 By:JEN Sheet No.: C4