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Specifications %.4U. ,, y c 52-6 Ste. } OFFICE COPY STRUCTURAL CALCULATIONS FOR TIGARD INDUSTRIAL PARK 9828 SW TIGARD ST TIGA.RD, OR 97223 -- UNIT HEATER -- • • S't0RPRO, i 12,187 ' lf Nip- . OREGON I -.0 ✓G�r 15. 989 +CI Z. N0f0- I EXPIRES:12/31 118 r Contents Summary SI Details A-C D1 -D3 ' Gravity Calculations GI -G2 Contact Person: John E Nordling,PE Lateral Calculations Ll ,,, , k iNORDLING Proj. No.: 18-319 STRUCTURAL TIP 00 iii,,.. ENGINEERS, LLCWI LATIMER HVAC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2018 By:JEN Sheet No.: COVER i SUMMARY 2014 Oregon Structural Specialty Code Seismic Occupancy Catagory II Site Class - D Seisimic Design Catagory - D Ss = 0.911 SI = 0.423 SPs = 0.120 SPI = 0,445 There is one new unit heater to be suspended from an existing purlin. • • Heater Unit weight 2S0 lbs NORDLING Proj. No.: 18-319 k STRUCTURAL TIP 40(1 47. ENGINEERS, LLC LATIMER HVAC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:SEP 2018 By:JEN Sheet No.: Si 3 T T T I , I , I , I I 1 1 I 1 0 0 I 1 I 1 1 I I I I I I I I I , (E) 6x14 ' II • • I VI I 1 1 W I , I RI I E u1, I •"T I 0 I. (l T _ 1 — (E) fox14 — - T =- 0 I. I. I. ' D PRO F �� Fs O I N E v %N „I', 1 18 I 41 A ORE 0. . ROOF FRAMING FLAN . NOR • EXPIRES:12/31/18 4NORDLING Proj. No.: 18-319 STRUCTURAL TlP ENGINEERS, LLC LATIMER HVAC E 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2018 By:JEN Sheet No.:D1 i 1 r(E) 2x DECKING — — — — — t ---------------- -----------�-- �—r--- ��.4) x 4' LAG SCREW UNISTR.IT '1281" ,� - -_� '--(E) 6x PURLIN '/ f___J 7 I MAX L 2 x 2 x 20ga BRAGS EACH WAY W/ "10 x 1' (2) 34'4) THREADED RODS, WOOD SCREW TOP DBL NUT ENDS. UNIT HEATER 0.11 PROir t,NG t N pF„ "� 1 T OR al �j B• 44, ii��// NORMEXPIRES:12/31/18 NORDLING Proj. No.: 18-319 STRUCTURAL TIP 1110.•10 11® ENGINEERS, LLC LATIMER HVAC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2018 By:JEN Sheet No.:D2 -- - -- ----- -- _� , -- - -- -- -- -- (E) 2x DECKING UNISTRUT 112.811- 1/2 x 4' LAG SCREWS 0 CE) 6x PURLIN L 2 x 2 x 20 a BRACE 1 MAx ``-3/8 v, THREADED RODS, —� 9 DBL NUT ENDS. EACH WAY W/ *10 x WOOD SCREW TOP UNIT HEATER is •�Rq< Q`cL oGiNs /a ' 12, 87 OREGO E. NO EXPIRES:12/31/18 NORDLING Proj. No.: 18-319 STRUCTURAL TIP Row ENGINEERS, LLC LATIMER HVAC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2018 By:JEN Sheet No.:D3 3 T T T i i i i , i I I i C o © o Ca I I I I I I I I I I I I i • 1 I I I 'I, 24.0' .1, II I NORDLING Proj. No.: 18-319 W STRUCTURAL TIP 40 ‘,./4 k. ENGINEERS, LLC LATIMER HVAC 6776 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2018 By:JEN Sheet No.:G1 4 (E) PURL IN "'SF PSF PSF F'' DL LL TW DL LI- TW . 10 25 8'-0' 10 25 8'-0' ROOFING 2.0 per Pu-1 250 be SHEATHING L8 per 2x DECKING 45 per MISC Li per leoper iF 111111 111111 11111 11111 A A A A ,, 24'-0' 24'-0' 6x14 DF L No.1 6x14 DF L No.1 R1 R2 R1 R2 RDL 940 940 RDL 940 940 LL 2,350 2350 LL 2,475 2475 21. 3,290 3,290 IL 3,415 3,415 brgL 0.96" 0.96" brgL 0.99" 0.99" V MAX 3,290 lbs V MAX 3,415 lbs M MAX 19,329 ft-lbs M MAX 20,798 ft-lbs V (d) 2,975 lbs V (d) 3,100 lbs fv 60 < 196 psi fv 63 < 196 psi fb 1,388 < 1,532 psi fb 1,494 < 1,532 psi Si. S1 A DL -0.30 A DL -0.30 f A LL -0.76 ALL -0.83 L/371 L/342 ok ok A m -1.06 A m -1.13 L/265 L/250 CR 1.00 CL 1.00 CR 1.00 CL 1.00 Co 1.15 Cf 0.99 CD 1.15 Cf 0.99 NORDLING Proj. No.: 18-319 STRUCTURAL Tip 4 -4• '11410. ENGINEERS, LLC LATIMER HVAC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2018 By:JEN Sheet No.:G2 ASCE 7.10.Standard Roof Top Alec])Unit Location 45°25'59.91"N Ss and SI=Mapped Spectral Acceleration Values 122°46 41.8" W 9828 SW Tigard St,Tigard,OR 97773 Ground Motion Ss 0.971 Si 0.423 Occupancy Category H Site Coefficients Fa 1.11 Site Class 1.58 Importance Factor 1.00 Height of Structure 20.0 ft SMS Fa* Ss 1.079 SMI Fv* Si 0.667 Design Category(SDC) D SDS (2/3)SMS 0.720 SDI (2/3)SMI 0.445 Air Side HVAC FP MIN= 0.3 SDS IP WP ap 2.50 RP 6.00 = 0.216 WP->*0 0.151 F 0.4.ap •SDS •Ip (1+2•� ••W FP MAX= 1.6 SDS WP P Rp h, p = 1.15 WP->*0 0.806 z= 20.0 ft ASD FP= 0.36 WP->*0.7 0.252 Eq= 0.285W+0.2 SDS W W:Weight of Unit z= 24.0 ft Fp= 0.41 Wp->*0.7 0.285 Weight 250 lbs VEQ= 0.285*250 lbs+0.2*0.720*250 lbs = 71 lbs+36 lbs BRACE WIL2x2x20ga EACI-4 DIRECTION is NORDLING Proj. No.: 1 8-3 19 STRUCTURAL 11P 4, La)40' ENGINEERS, LLC LATIMER HVAC 6775 SW 111th,Suite 200 Beaverton OR,97008 Date:SEP 2018 By:JEN Sheet No.: G3