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Specifications • g\i ` 2.0a1_001S 1 OFFICE GOp'y RECEIVED AUG 2 202`� kjITY OF TIGARD STRUCTURAL CALCULATIONS 3UILDING DIVISION FOR THE GOOD FE1H T STORE 16505 SW 72nd AVE PORTLAND, OR 97224 -- PARTITION WALL -- „UCTUR,,z %,0:0 PROFFs��o 12,187 Nod O EGO ,111 ✓Q G4 Y 1 6, 199� aU' N . NO EXPIRES:12/31/22 I Contents Summary Si Details A-C DI -D3 Contact Person: John E Nordling,PE Calculations Cl - C3 NORDLING Proj. No.: 21-140 THE GOOD FEET STORE STRUCTURAL PARTITION WALL ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,970013 Date:29 JUL 2021 By:JEN Sheet No,: COVER SUMMARY 2015 Oregon Structural Specialty Code Seismic Occupancy Catagory II Site Class - D Selsimic Design Catagory - D Ss 0.552 Si 0.390 SDs = 0.658 SDI = 0.421 There is one new 9'-0' x 24'-0't folding partition wall. The wall is supported vertically by a new glu-lam beam directly above the partition wall. The new beams span between a two 4x posts at each end. The partition wall is supported laterally by braces to the existing roof Joists. n UNISTRUT 'P1000' TRANSVERSE BRACE, (5) LOCs. PROVIDE UNISTRUT 'P1546' ANGLE BRACKET EACH END. CONNECT TO FRAMING WI 1/2'0 x 4' LAG SCREW. 111 UNISTRUT 'PI000' LONGITUDINAL BRACE, (2) LOCs. PROVIDE UNISTRUT 'P1546' ANGLE BRACKET EACH END. CONNECT TO FRAMING W/ 1/2'4) x 4' LAG SCREW. NORDLING 1 STRUCTURAL Proj. No. 21-140 THE GOOD FEET STORE PARTITION WALL ENGINEERS, LLC PAC TRUST J8775 SW l llth,Suite 200•Beaverton OR,97008 Date: 29 JUL 2021 By:JEN Sheet No.: S 1 :I i 1_____ IIiI:I:1 1 j (E) 4) 16 elI8'-O' o/c u 0 ij 1 1i z (E) GL 11i4x45 i © i , i rsrs=�' t7P . I 1, ap — _..+ I =;._.1-. &L 63/4x191/2 BELOW O 2 (4) LOCa c 1 Ui �7 I u� I j 1 J \5,OD PRO4F41 G2,187 Yl OREGON 4 CA I 1-- /�11 `4 `0 ✓L(y 198 1 5. U' N . N A9t' I EXPIRES:12/31/22 NORDLING Proi. No.: 21-140 THE GOOD FEET STORE STRUCTURAL PARTITION WALL ,, ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:29 JUL 2021 By:JEN Sheet No.:DI ow • O "---(E) CAL ROOF GIRDER TYP ,:: II I I � I_ —sIMPSON 'AGE4' CzL 634x18 STACK END EACH SIDE, TYP i I I f-4x8 POST SHAVE TO 63/4' WIDTH . 4x8 POST�„ SHAVE TO 63/4' WIDTH I II " 1/2'4, SIMPSON 'TITEN HD' 1 SIMPSON 41I _ * - --- -------------- - -- — — -- -- --- VERIFY S' SOLIDS/ _] CONCRETE UNDER POST °12tat7141,t4 ‘.% C\S ,01 NEE te 12,187 OREGON .0,, ,, ' ,0 �Vf) 1 5, lye +G ELEVATION y" F• Noao` \ I EXPIRES: 12/31122 I NORDLING Proj. No,: 21-140 THE GOOD FEET STORE ► STRUCTURAL PARTITION WALL 40,, i' c4Aij iiiil, ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:29 JUL 2021 By: TEN Sheet No.:D2 t IL CE) 4x16 - ' -----------I (E) GL ROOF GIRDER-- L ._J /CENTER © PI AT ENDS1/1 IMMN y m' GI- BEAM PARTITION WALL GL BEAM =� 6' tIMBERLOK SCREWS m6' o/c 01 . N11 TRACK ,, 0 PROFFsfi uj ! 1� 167 R S'! air O' GON , • y- 1 vO yUl Y • 7 5. 150' ClV (NCE) DETAIL L y� E•. NO0)- I EXPIRES:12/31/22 Proj. No.: 21-140 NORDLING THE GOOD FEET STORE STRUCTURAL PARTITION WALL ,15) , ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: 29 JUL 2021 By:JEN Sheet No.: D3 OP-Ol Installation Height Weight Line Total Width Load Weight 28'-0" 9'-0" 8 psf 72 plf 2,016 lbs Stack Depth 2'-5" #Stack Rails 1 Stack Line Load 834 plf Support Spacing 9" Support Load 626lbs ASCE 7-16 Standard Location 45°24'4.17" N Ss and Sl =Mapped Spectral Acceleration Values 122°45' 1.04" W 16505 SW 72nd Ave,Portland,OR 97224 ' Ground Motion Ss 0.852 Si 0.390 Occupancy Category II Site Coefficients Fa 1.16 Site Class D Fy 1.62 Importance Factor 1.00 Height of Structure 30.0 ft SMs Fa* Ss 0.988 SM1 * Si 0.632 Design Category(SDC) D Sus (2/3)SMs 0.658 SDI (2/3)SMI 0.421 Interior Nonstructural Walls and Partitions Eq= 0.197W+0.2 SDS W ap 1.00 RP 1.50 = 0.197W+0.20*0.658 W = 0.197W+0.132 W O.4'ap 'SDS 'I W :Weight of Unit Fp= 1+2'p Z- •WP Rp Total Weight 2,016 lbs z= 30.0 ft ASD VEQ= 0.197* 2,016 lbs+0.2* 0.658*2,016 lbs FP= 0.53 WP->* 0.7 0.369 = 396 lbs+265 lbs z= 9.0ft "Closed" Weight 72 plf FP= 0.28 WP->* 0.7 0.197 FPMm= 0.3 SDS IPWP = 0.198 WP ->* 0.7 0.138 FP MAX= 1.6 SDS IP WP = 1.05 WP->* 0.7 0.737 NORDLING Proj. No.: 21-140 THE GOOD FEET STORE STRUCTURAL PARTITION WALL ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date.29 JUL 2021 By.JEN Sheet No.. Cl 0 BEAM 'CLOSED' B SEAM - 'STACKED' O BEAM - 'LATERAL' W P.W. 12 pir W rm. 534 plf W E 15 plf 12 plf •0.191 • 15 plf W W W IIIIII Ililll E ( lllil IIIIII A d A d b L o o b I241-0' I I IL 28'-6' 1 1 25'-6' GL6%x15 DF24F GL6'/.x15 DF24F GL6%x15 DF24F R1 R2 RS R2 111 R2 R3 R4 R m. 289 289 R n 289 289 RDL 0 0 0 0 LL 864 864 LL 1,976 109 LL 48 132 132 48 Ti, 1,153 1,153 TL 2,265 397 n 48 132 132 48 brg L 0.26" 0.26" brg L 0.52" 0.09" brg L 0.00" 0.01" 0.01" 0.00" ✓ MAX 1,153 lbs Self Wt V MAX 2,265 lbs Self WI V MAX 72 lbs M MAX 6,916 ft-lbs 24.05 plf M MAX 3,279 ft-lbs 24.05 plf M MAX 96 ft-lbs ✓ (d) 1,033 lbs I V (d) 1,192 lbs V (d) 64 lbs I Flat Use Lu=8.0' f, 15 < 240 psi fv 18 < 240 psi fv 1 < 319 psi fb 328 < 2,130 psi fb 155 < 2,130 psi fb 10 < 3,162 psi S1 S1 51 52 S3 A oL -0.05 A DL -0.05 A DL 0.00 0.00 0,00 A u. -0.16 ALL -0.05 A 1.1. 0.00 0.00 0.00 L/+999 L/+999 L/+999 L/+999 L/+999 ok ok ok ok ok A TL -0.21 A TL -0.10 A TL 0.00 0.00 0.00 L/+999 L/+999 L/+999 L/+999 L/+999 CR 1.00 CL 0.99 CR 1.00 CL 1.00 CR 1.00 CL 1.00 Co 1.00 Cv 0.89 Co 1.00 Cv 0.89 Co 1.33 Cv 0.99 NORDLING Proj. No.: 21-140 THE GOOD FEET STORE , ► STRUCTURAL PARTITION WALL ENGINEERS, LLC PAC TRUST 6275 SW 111th,Suite 200•Beaverton OR,97008 Date: 29 JUL 2021 By: JEN Sheet No.: C2 p '4x POST STACK END © 4x POST WALL CLOSED P 8 DL 290 be P 13 DL 290 be LL 1,916 !be LL 8l0 be Q I 61 Ol 7 = WANNA it _ rAten IL I 1L1 L = 5' + 5.5" + 5' L = 5' + 5.5' + 5' = 15.5' = 15.5' W = 5' + 35' + 5' VERIFY (E) 5' S.O.G. 13.5' VERIFY (E) 67' S.O.C. 9 Dead Load 0.290 k Dead Load 0.290 k Live Load 1.976 k Live Load 0.870 k Total Load 2.27 k Total Load 1.16 k 4x6 DF LNo.2 4x6 DRLNo-,2 H K H K b 3.50 9'-0" 1.0 b 3.50 9'-0" 1.0 d 5.50 9-0" 1.0 d 5.50 9'-0" 1.0 fc 118 < 472 psi fc 60 < 472 psi Fc 11 1,350 psi CF 0.32 Fc II 1,350 psi CF 0.32 E 1,600 ksi Co 1.00 E 1,600 ksi Co 1.00 Cm 1.00 Cm 1.00 CF 1.10 CF 1.10 FTG:15.5"x 17.5"x 8" _ FTG:13,5"x11.5"x5" Bars (2) #4 Cover 3" Bars (2) #4 Cover 3" As 0.392 sq.in As Reg 0.252 As 0.392 sq.in AsReq 0.104 d 4.75" in d 1.75" in SBP 1,203 < 1,500 psf SBP 1,076 < 1,500 psf fc 3,000 Fy 60,000 psi fc 3,000 Fy 60,000 psi Vu-1 6.6 < 93.1 psi Vu-1 22.5 < 93.1 psi Vu-2 18.0 < 186.2 psi Vu-2 42.2 < 186.2 psi Mu 439 < 7,914 ft-lbs Mu 109 < 2,380 ft-lbs NORDLING Proj. No.: 21-140 THE GOOD FEET STORE 1._. STRUCTURAL PARTITION WALL ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: 29 JUL 2021 By: JEN Sheet No.: C3