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Specifications oilezo-- 00213 s 725i aVFKiwis- lam/ too RECEIVED OCT 172019 OSTRUCTURAL CALCULATIONSUILDUILDIN TIGARD G DIVISION FOR TRANE COMMERCIAL 7257 SW KABLE LANE #100 PORTLAND, OR 97224 -- CEILING GRID MECH SUPPORT SYSTEM -- .c RU C T URI 4 `5,�0 PROFFs�,D • �/ 12,1 / Tl OREGON 0 ''',0 ✓LC Y 1 5, 198 +G' yN e. NO9- EXPIRES:12/31/20 Contents Summary S1 Details A-G D1 -D5 Gravity Calculations G1 -G5 Contact Person: John E Nordling,PE Lateral Calculations Ll NORDLING Proj. No.: 19-201 iii } STRUCTURAL OPB III B ILDING E ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200 Beaverton OR,97008 Date: SEP 2019 By: JEN Sheet No.: COVER SUMMARY 2014 Oregon Structural Specialty Code Seismic Occupancy Catagory II Site Class - P Seisimic Design Catagory - D Ss = 0.968 Si = 0.420 Sips = 0.-118 SPI = 0.442 A series of mechanical units are to be supported by a Unistrut grid system suspended from the existing roof Framing. The ceiling supported units are of various weights 4 sizes. The maximum load is to be limited to 200 lbs at any location within the individual span. i - . ; A. 1 4.0' , E5.0' i 8.0' 1 CONT P P P The maximum load at any support shall be as noted below. These loads are assumed to act simultaneously. Additional review will be required For singular loads that exceed these maximums. n ----- ----�-------- , Ft a \, I i - - V,. �_ • • \ ; •, , 4, \ , \ , 91 \ \L XI 1 - ---- 3 .. A A 1 ill; PMAX PMAX PMAX PMAX 115 lbs 400 lbs 400 lbs 400 lbs NORDLING Prof. No.: 19-201 TRANE SPACE STRUCTURAL oPB 111 BUILDING E l ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2019 By: JEN Sheet No.: SI UNISTRUT 'P1001' i---CONTINUOUS (5) LOCATIONS UNISTRUT 'P1000' EACH WAY 648' o/c, UN.O. ' ' 0 ' ! , , • • • i r i'r i 1- i i 0 1 di , 1 , r \ P i 1 7T B) LOC 0 1 i Ed r I i' �r� i' VERTICAL SUPPORTS 68'-0" o/c EACH WAY 0 12ga SPLAY WIRE EACH WAY W/ *10 EYE-LET SCREW TO (E) FRAMING ABOVE. (2) PAIRS 616'-0' o/c EAST / WEST 4 68'-0" o/c NORTH / SOUTH. ��RUCTUi' ,14 2 I2ga SPLAY WIRE EACH WAY W/ "10 EYE-LET SCREW TO (E) FRAMING ABOVE. AO PR0,,8 (2) PAIRS 616'-0' o/c NORTH / SOUTH 4 g8'-0" o/c EAST / WEST. 6NG 1 N EF• // 12,187 PIM e- ill A ••EGON , ✓GC 989 A CE IL INCA FRAMING PLAN ON, E. Noa����� 14'"at) EXPIRES:12/31/20 I NORDLING Proj. No.: 19-201 ' TRANE SPACE v STRUCTURAL OPB III BUILDING E ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2019 By:JEN Sheet No.: D1 • 0 - II I i I ! ( I II ! ! ! I ! 1 1 ! 1 1 ! 1 ' 1 I I 1(E) CSL 2"2x16"2 i I (E)GL 2�%xl6��s ( ! 1 I I 1 I I l i l I I i 1 (E) GL 2"2x16"2 1 i i ; (E) GL 21/2x16"21 i i -------------------------- ---------------------- -- - I 1 I I I I I l l 1 I i i i Ali i 10 I I I © I I i ! 11 a 1 l i e � I I I I I �,,I � on $1,t1, TYP; v' (E) GL 3�izx18 • __ i• ,x .x-- I i • (E) GL 3112x18 I---,II - --- i iI i i I � , i I I i I I I I I 4 iii I . i , �! • i ! 1 1• ►, „ i TI i i i i `!i i ! ! ! W! i ! . . (E) GL 3"2x18 i i I I I I (E)CSL 3"2x18 I I t I ; I 1 1 1 1 1 1 1 1 1 1 I I I I I I I I �x6 TYP � I I I I I I' 1, ► ! ! ! ! 1 1 1 1 1• : I I I I4I I I I I I I I I ! i i I I I I ! ! I I � I I i L 3"2x18 I I i i i i1 (E)GL 312x18 i I i I II 1 I I i 1 I I I I I i i i 11 III I I I !'I • I I • I ! 1 1 1 1 ! I i . ! TI ! I I I I T I 1 I 1 I 1 1 1 1 1 I 1 ! I i ' (E) GL 3"2x18 i i i i i i i i-- i i i (E) GL 3"2x18 i _ ii -- -- --------- ---------------- ----- ----{ -------- ------ - I I -- I I I I I I I i I II I I I I 1 1 I I 1 I I I I I I I 1 I 1 1 ! III I cRUCTURq< ‘40.1 PROFF /O A C...1 12,18 . . • ,,,,4),RECON 1 1 ROOF FRAMING FLAN v0yti 'NOR��\? I EXPIRES: 12/31/20 I NORDLING Proj. No.: 19-201 ' TRANE SPACE STRUCTURAL OPB III BUILDING E ENGINEERS, LLC ,...) PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:SEP 2019 By:JEN Sheet No.:D2 0 1- \;k7T- =i-- ---:--- =7J-- i _i-j - 1 CONTINUOUS UNISTRUT '1=1001"J UNISTRUT 'P1000" (5) LOCATIONS 0 ELEVATION 0 ----- ----- .• • 0 0 CONTINUOUS UNISTRUT 'P1001'-') UNISTRUT 'PI000' (5) LOCATIONS �,RUCTURq< 0 PROFFss/o 7 12, . ( O •RECON 11, /� 11111, v JG4)- 15, X96 �0 rm ELEVATION 6,4, E. NORy�\ I EXPIRES:12/31120 NORDLING Proj. No.: 19 201 ,,,,,_ ( STRUCTURAL OPB z BUILSPACE NG E ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2019 By: JEN Sheet No.:D3 CE) GL BEAM r I---I c3 w .ee. -' Ili [—i a 4x6 WI SIMPSON • '3-1U46" EACH END I - UNISTRUT 'P2485' CRADLE CLIP G 112'P THREADED ROD SUPPORT %'4, THREADED ROD 68'-0" o/c EACH WAY ' I UNISTRUT 'P1000T' UNISTRUT "P1000t' CHANNEL STIFFENER 67.41 741 CHANNEL STIFFENER lill ". —UNISTRUT 1P3008' NUT 0 3i8'4) x 1" HHCS 614' o/c --12ga SPLAY WIRE, MAXIMUM - TIGHT SEE ELEVATIONS AGAINST THREADED ROD / ii 11110' Iii0 , © i I. 7 0 UNISTRUT 'P1000' s R-14 op PROFF /o 12, , I , ri . OREGO 0 SCT ION vO' ' 4 / ,.. E NORM EXPIRES:12/31/20 NORDLING Proj. No.: 19-201 STRUCTURAL OPB III BUILDIPNAG E lk ENGINEERS LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2019 By: JEN Sheet No.:D4 A 12ga SPLAY WIRE, SEE ELEVATIONS , I1MAX 1 1/2'4, THREADED ROD SUPPORT / I2ga SPLAY WIRE, SEE I UNISTRUT "P1000T' ELEVATIONS CEILING CF DETAIL . . 1/2'4) THREADED ROD SUPPORT O , UNISTRUT °P1000T' 6' ' , ,�i'` UNISTRUT 'PII3T' `�' U ISTRUT 1P1001" fi , ,--UNISTRUT "P1131' UNISTRUT 'P1000" -1111.1 J j UNISTRUT "P1001" ., UNISTRUT 'PI04T' r�r taiL _UI S,�RU C T UR,14 —(2) 1/2'43 M. BOLTS UNISTRUT 'PI000'-- - 35) PRO,8 S ONGtNE E ' O WAS'HER 12, S" I OREGON 110 ' 4 0 0,....... SECTION 6,, . NORO�• � I EXPIRES:12/31/20 I NORDLING Proj. No.: 19-201 STRUCTURAL I BUIILDING E OPB 1 lit f ENGINEERS, LLC PAC TRUST L 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2019 By: JEN Sheet No.: D5 ' I I � i i i i I 1 I I O 1 i I i i i I I j I (E) GL 21/2x161/2 I j 1 • i (E) GL 21/2x161/2 s i 1 — — ----- — — — ! i ' — — —; (E) GL 2 '2x16'i2i ; I i t lE) CSL 21/2x161/2 i ! I I i � i I i ! ! ! ! i ! i i i i i • ! 1 I ( I ( I I I i I -- I 1 61 I I I I I 01 I I I 1 I I 1 1 I 6 I X1 X1 v' (E) GL 3'i2x18 • � I• ! ! w ! I i i1i (E) GL 3'i2x18 ! ��r- '—,� ;� i I ! 0I I 01 I i 01 I �I I ! I �. 1, I �i I I 1 I. I � I I ! o1 ! ! I I 1 , I I ! I I I I I Iw� I I i l l i I � i I l (E) GL 31>2x18 (E) GL 3/ x18 , i . 1i I• I I Idis � • ! I I I. 11 1 1 I I � I I ' i i ! I I I I f ! I , I I ! I ! CE) CaL 3 ---- — — — — — I i ! i i (E) 6L 3'/2x18 i I i�2x18 i ! i i ! i ; ; I 1 I I I I I I 1 . i 1 I. I 1 I ! I 1 I I ! I I I 11 I I T � I I I 1 I i I I I ITI ITS •1 1 1 1 1 1 � I I I ; ! i I I 1 1 I I I 1 1 l i l 1 1 1 1 I — i ! ! ! , i i i i i i (E) GL 3'1/2x18 i i i _ — ! ! CE) GL 3/2x18 i i _ 1 — ! ! ! !� 5.5 12.5' , i ! ! i s ;, 1 1 1 1 I I ! 13.5+ I I 10.5/' I If 1 0 1 I I ! I I ' , l II 11 1 1 1 1 i I l I l l I I ! I I I I I1I I 1 r i I I I 1 , , I 1 1 I 1 t I I --1 I i 1 i I I i I 1 F ! ! I i i i ! i i i ! i i ! i 4�_i_ i i i i ! i ! ( i i , i i ! 1 1 ! i ! ! ( i 1 ! ! i ! i i i i ! i , , i I III I I 1 1 1 1 1 I I i I ! ! ( ! i ! I I ! I ! ! i iIi i i i i i i 1 i i ! ! ! i i i ; it i 25.0' 25.0' • i .. NORDLING Proj. No.: 19-201 TRANE SPACE STRUCTURAL OPB I BUILDING E rio. ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2019 By:JEN Sheet No.: G1 . OA (E) CL. 3'12x16 PURL IN 3 (E) GL 2'%x16'/2 PURL IN © VERT SUPPORT PSF FSF PSF PSF DL LL TW DL LL TWU 10 25 S'-0' 10 25 II' / 2 ROOFING 2.0 pee SHEATHING 1.5 pee INSLIL 1.5 pee CEILING 22 pee 2x6 1924' 1.1 pse 8.6 psi MISC 1.4 psi 10 pee PMECH 1,000 lbs PCEIL 400 lbs PCEIL 250 lbs PCEIL 150 lbs PMECH 1 PCEIL PCEIL PCEIL PCEIL P WW T 111111 111111 111111 111111 A A A • A A A 24'-6' L ,, 24'-6' S'-0' GL3%x18 DF24F GL 2%x16.5 DF24F 4x6 DF-LNo.2 R1 R2 R1 R2 R1 R2 RDL 1,163 1,163 RDL 794 794 RDL 18 18 LL 3,440 3,260 LL 1,990 1,878 LL 375 375 Tt• 4,603 4,424 m 2,784 2,672 'IL 393 393 brgL 2.02" 1.94" brgL 1.71" 1.64" brgL 0.18" 0.18" ✓ MAX 4,603 lbs Self Wt V MAX 2,784 lbs Self Wt V MAX 393 lbs Self Wt M MAX 31,557 ft-lbs 14.96 plf M MAX 17,244 ft-lbs 9.80 plf M MAX 1,537 ft-lbs 4.57 plf ✓ (d) 4,161 lbs V (d) 2,506 lbs V (d) 391 lbs fv 99 < 240 psi fv 91 < 240 psi fv 30 < 207 psi fb 2,004 < 2,229 psi fb 1,824 < 2,326 psi fb 1,045 < 1,346 psi Si Si Si ADL -0.25 ADL -0.31 ADL -0.01 ALL -0.81 AI.I. -0.79 ALL -0.18 L/361 L/373 L/539 ok ok ok ATL -1.07 A m -1.10 A.IL -0.18 L/276 L/267 L/523 CR 1.00 CL 1.00_ CR 1.00 CL 1.00 CR 1.00 CL 1.00 CD 1.00 Cv 0.93 Co 1.00 Cv 0.97 l CD 1.15 Cf 1.30 NORDLING Proj. No.: 19-201 0.!\71, STRUCTURAL OPB 1II BUILDIINGE ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2019 By: JEN Sheet No.: G2 ID UNISTRUT - UPPER PCEIL 200 lbs WCEIL $0 pif P W P P P 62 • 31• 63• 11111 11111 I 1 1 A A a A A a a A A a a A q 18'-0'181-01181-0'1 / s'-010'/ 8'-0' 8'-0' 8'-0' Unistrut"P1000" Unistrut"P1000" Unistrut"P1000" Ix 0.185 Iy 0.236 Lx 0.185 Iy 0.236 Ix 0.185 Iy 0.236 Sx 0.202 Sy 0.290 Sx 0.202 Sy 0.290 Sx 0.202 Sy 0.290 E 29,000 ksi Lu=82% F 29,000 ksi Lu=82% E 29,000 ksi Lu=82% R1_ R2 R3 R4 R1 R2 R3 R4 R1 R2 R3 R4 RDL 0 0 0 0 RDL 0 0 0 0 RDL 0 0 0 0 LL 80 145 -30 5 LL 160 440 440 160 LL 44 15 52 51 'IL 80 145 -30 5 n, 160 440 440 160 m 44 15 52 51 V MAX 120 lbs V MAX 240 lbs . V MAX 51 ibs ' M MAX 320 ft-lbs M MAX 320 ft-lbs M MAX 100 ft-lbs lb 19,010 < 20,705 psi lb 19,010 < 20,705 psi fb 5,923 < 20,705 psi S1 S2 S3 S1 S2 S3 S1 S2 S3 ADL 0.00 0.00 0.00 ... A DL 0.00 0.00 0.00 [A DL 0.00 0.00 0.00 L A LL -0.48 0.17 -0.05 _ ALL :0.45 -0.03 -0.45 ALL -0.13 0.08 -0.15 _ L/199 L/581 L/+999 L/211 L/+999 L/211 L/762 L/+999 L/625 �� A n. -0.48 0.17 -0.05 A m -0.45 -0.03 -0.45 A n. -0.13 0.08 -0.15 _ L/199 L/581 L/+999 L/211 L/+999 L/211 L/762 L/+999 L/625 USE 'P1001' AT SUPPORTS USE 'P1001" AT SUPPORTS 1 NORDLING Proj. No.: 19-201 '- TRANS SPACE ' STRUCTURAL OPB III BUILDING E riv_, ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2019 By: JEN Sheet No.: G3 JD UNISTRUT - LOWER PCEIL 200 lbs WCEIL 40 pif PCEIL 325 lbs P P P W 11111 11111 1 A A A A o A A A 8'-0' 8''0' 1 I 8'-m' 8'-m' 41-0' / Unistrut"P1000" Unistrut"P1000" Unistrut"P1000" Ix 0.185 Iy 0.236 lx 0.185 Iy 0.236 Ix 0.185 Iy 0.236 Sx 0.202 Sy 0.290 Sx 0.202 Sy 0.290 Sx 0.202 Sy 0.290 E 29,000 ksi Lu=82/ E 29,000 ksi Lu=82% E 29,000 ksi Lu=82/ R1 R2 R3 R1 R2 _ R3 R1 R2 RDL 0 0 0 RDL 0 0 0 RDL 0 0 LL 63 275 63 LL 120 400 120 LL 163 163 TL 63 275 63 TL 120 400 120 m 163 163 V MAX 138 lbs V MAX 200 lbs V MAX 163 lbs M MAX 300 fl-lbs M MAX 320 ft-lbs M MAX 325 ft-lbs fb 17,822 < 20,705 psi fb 19,010 < 20,705 psi fb 19,307 < 20,705 psi S1 S2 S1 S2 Si A DL 0.00 0.00 A DL 0.00 0.00 ; A DL 0.00 1 A LL -0.31 -0.31 ALL -0.29 -0.29 1 ALL -0.14 - 1 L/313 L/313 L/336 L/336 L/344 A m -0.31 -0.31 ATL -0.29 -0.29 ATL -0.14 - L/313 L/313 L/336 L/336 L/344 NORDLING Proj. No.: 19-201 TRANS SPACE STRUCTURAL OPB III BUILDING E ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2019 By: JEN Sheet No.: G4 • BEAM LOADING - P1000 1 ELEMENTS OF SECTION Max Defl.at P1000/P1001 Allowable Uniform Uniform Loading at Deflection Span Uniform Load Load Span/180 Span/240 Span/360 Parameter P1000 P1001 In Lbs In Lbs Lbs Lbs Area of Section 0.556 Int 1.112 Int 24 1,690 0.06 1,690 1,690 1,690 Axis 1-1 36 1,130 0.13 1,130 1,130 900 Moment of Inertia(I) 0.185 In' 0.930 Ina 48 850 0.22 850 760 510 Section Modulus(S) 0.202 Ina 0.572 Ina 60 680 0.35 650 490 320 Radius of Gyration(r) 0.577 In 0.915 In Axis 2-2 72 560 0.50 450 340 220 Moment of Inertia(I) 0.236 In4 0.472 Ina 84 480 0.68 330 250 170 Section Modulus(S) 0.290 Ina 0.580 Ina 96 420 0.89 250 190 130 Radius of Gyration(r) 0.651 In 0.651 In 108 380 1.13 200 150 100 120 340 1.40 160 120 80 144 280 2.01 110 80 60 —II — P1000 --° P3000 P3300 168 240 2.74 80 60 40 100 192 210 3.57 60 50 NR J LI 216 190 4.52 50 40 NR Q z 90 240 170 5.58 40 NR NR os2g1 J 80 ftQ Li_ p 70 _ _—o 60 ---N I W: 850 lbs W: 340 lbs 12 24 36 48 60 72 84 96 108 120 1 1 1 1 1 111111 11111 11111 DISTANCE(In)BETWEEN LATERAL BRACES A b b d 48' f i 120' f P1000 P1000 Fb = 25,200 pal lx 0.185 Iy 0.236 Ix 0.185 Iy 0.236 Sx 0.202 Sy 0,290 Sx 0.202 Sy 0.290 E 29,000 ksi E 29,000 ksi RDL 0 0 RDL 0 0 LL 426 426 LL 170 170 TL 426 426 TL 170 170 Shear 426 Shear 170 mm lbs426 lbs 170 Moment 426 1 Moment 425 I ft-lbs 0 2.00' 0 ft-lbs 0 5.00 0f A DL 0.00 0.000 0.00 A DL 0.00 0.000 0.00 A LL 0.00 -0.229 0.00 A LL 0.00 -1.426 0.00 in 0.00 -0.229 0.00 in- 0.00 -1.426 0.00 fb 25,307 fb 25,248 psi 0 0 psi 0 0 NORDLING Proj. No.: 19-201 TRANS SPACE STRUCTURAL �� OPB III BUILDING E ENGINEERSLLC PAC TRUST 6775 SW 111th,Suite 200'Beaverton OR,97008 Date: SEP 2019 By: JEN Sheet No.: G5 f iii-g USGS Earthquake Hazards Program 2005 ASCE 7 Standard Location 45°24'32.91"N Ss and SI=Mapped Spectral Acceleration Values 122°45'0.02" W 7257 SW Kable Ln,Tigard,OR 97224 Ground Motion Ss 0.968 Si 0.420 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 1.077 SNn F„* Si 0.664 Design Category(SDC) D SDs (2/3)Sys 0.718 SDI (2/3)SMI 0.442 Ceilings -All Eq= 0.151W+0.2 SDS W ap 1.00 Rp 2.50 W :Weight of Unit 0.4 ap •SDS Ip /1+2 Z\•W Weight 1,090 lbs Fp— p RP hi Eq= 0.151 * 1,090 lbs+0.2* 0.718* 1,090 lbs z= 25.0 ft ASD = 164 lbs+ 157 lbs Fp= 0.34 WP->* 0.7 0.241 z= 10.0 ft BRACE EACH DIRECTION, FP= 0.21 WP->* 0.7 0,145 EACH WAY WI 12ga SPLAY WIRE FP MIN= 0.3 SDS IP WP = 0.215 WP->* 0.7 0.151 Fp MAX= 1.6 SDS IP WP = 1.15 WP->* 0.7 0.804 NORDLING' SProj. No.: 19-201 TRURAL TRANS SPACE OPB III BUILDING E ENGINEERSCTU , LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2019 By: JEN Sheet No.: L1