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Specifications /VC-2.6111--661171‘) scj Adk • -4-41/th 41111?2 5 20ii STRUCTURAL CALCULATIOWoh,, DiNG •,G4RD i.OR SMT NW INC OREGON BUSINESS PARK I BUILDING #8 (PTR #121) 16360-98 SW 72nd AVE PORTLAND, OR 97224 -- ROOF MECHANICAL UNITS PROFeh .4„ 12187 1F5, AB RE oN 0.0 0 15 \-\ NOCk° EXPIRES.12/31114 al id Contents Details A-C DI -D3 Gravity Calculations GI -G2 'Contact Person: John E Nordling, PE Lateral Calculations Ll -L2 NORDLING Proj. No.: 14-077 SMT NW INC EQUIPMENT SPEC STRUCTURAL ROOF IvIECI1 UNIT -> Aven00*4° ENGINEERS, LLC PAC TRUST ',W 1 1th.SWte 2O Beaver99109.97006 Date MAR 2014 By: JEN Sheet No.: COVER =. ., .z.cr,....c ,(,;., 1.,.4.1., (-..--,..) 1..4.1- .(-1) . __....,.... _t _......_ i il 1 1 i i f s 1 ja. i'•I • . 1St , , , "1.9 0 1 1 1 ,.. .,t lir• TA----i_ —— - 1 I 1 1 \ , 74-4 ••,..____ i 1 , 1 1 I 1 1 i i 1 i 1 0; ; ,z3- i pe.(..--1 -:::.9 ',,Z.:: —— i i lPi r -.$ 1 , .. PF--t.„.4e•I 1111 ' 1 , ril ‘,34. 1-0)-1. iLco,.., oNA tc,i4.4_,..400.y. ,y7f,./s'',1. ( ,S.( )4 5 40, 1 111-Prt„... 1i1.0") A/1/i11741,rel...4-.....—. 4.4-1^. L'',/c.„/1...g 4 Acc:Js-,....-._42.7 — . ,litte,,,gr 0 -/Att...5 ®t-0. leo PRO,. itat ',187 r, gliri ' 4( 0. GON ei --p\-7\--- .., ,.., 1 s Nofto- \- ,. 1 EXPIRES. 12/31 /14 I • NORDLING Proj. No.: 14-077 STRUCTURAL SMT NW INC EQUIPMENT SPEC ROOF MECH UNIT ENGINEERS, LLC PAC TRUST ,1,775 SW III 91,Suite 290 Beaverzon OR.970.14 Date:MAR 2014 By: JEN Sheet No.: C" 1 i n , s -:,----- II eri44 el I 4-1 1 \ /1/10 _ t-IL: tErtAtfq . CO — 4 I 1 , i ,„r 0 o5, 14,441,- - -- 1 r 1 ' LA.?v 1 —14— i Z ...1.. "'*`" — - ........_1_•,—.0 ..,(=.4 "12.411, ---4 .1•A')-"Pk" i,_ i, _iiii*.i_i_4_ - 5ct,,,, te,,,,,n)....) a. di, I L'') '-14(c )ko 4 t ' I To "40. trP-4r WAkg.,g-a L)-1.1‹. v6,:- osExt -Gs... ,34. 74-f-c,... 'c 1 - ar 4,4.g ‘11,46--, 4SPL,7- EPC-e' - ,Stf-t-kpy**J 'Qck‘.! CA. (.E. Z), ) AI .)11 5 •(1.0./. fct.„ ryre.4. E.7.1,4.c.04<3. 1.-3-car:5 .e-T.,...47::Ik9. t:.-Po-N4r-,› -----4-7-122-"--? PROPFA, Nsts:;\ 4,,,,,„.'7 ,.....x-;. .- 0 Gf.- 31..3AeN-/ C.4.4 5-.1C .1.4.,v, 1218 9 1 it ,,..60REGO Ate NO17 I EXPIRES 12/31/14 NORDLING Proj. No 14-077 SMT NW TNC EQUIPMENT SPEC °‘ STRUCTURAL ROOF MECH UNIT ,." '`•;1Y> . ° ENGINEERS, LLC PAC TRUST OA 6775 SW I I',I- Sul e 2t) Bea ,lion OR 97008 Date: MAR 2014 By JEN Sheet No.: 1 , (4) STEEL BRACKETS UJ/ TEK SCREUJS TO CUR5 4 (4) 490 X 1/2. TEK SCREWS TO UNIT 'BASE RAIL 0 - (—MECHANICAL UNIT I:=1 UNIT BASE RAIL-1-----... (4) "10 SCREWS 1 i i (4) "10 SCREW5+---,.., STEEL 15RACKET \ --, — ! _ *12 WOOD SCREWS 4012. 0/C . --............. _ J ---"1/4, FLASHING 4 F200FING ESY OTHERS .....„...---CURI5 Ell ' LEVELING CURS (AS REQ'D)--------„„ rg . . ,M. I ! ._ . . . (E) 2x4 e24'---} / ID) . , (E) GL GIRDER - -.-PRO 4't• ,G, N, ,.,84)",. 12,18 1 *)1 110 ill . ,EGON 6 , ,,, , ,,, ,,,c, 6.. Noctov , • _ 1 sisszamsemil NORDLING Proj. No.: 14-077 SNIT NW INC EQUIPMENT SPEC STRUCTURAL ROOF MECH UNIT '4701, A 4 Asim;u1 k*Ni ik ENGINEERS, LLC PAC TRUST 5775 RW 1 tt,. 1-,u!le a•O•1,155w5rton OR,970t1R Dote: MAR 2014 By: JEN Sheet No.: 03 lal 4-$4t LI 1 11 , /o i . 11 4-4aL < _ < / I ) .0 — 6...0•,k-41,01, ---, - $TAV CsolSt,cg' er., 6. d.14 "-, S•kr-,?% ,.5 'L,J ‘-(ts>ko.,1 t *\_\.A.; Cp.srac,; 's..N.IL: -ro Eq.-km(1 4~-it- Ae; ' I 0 4-,t .1pPgit. kr'pvr ep‘e.-$A4.1,ismj.1 tli 46: C4.Lit-P,P, ---- „,,,. ...\.-7.': (e)(..4-- A \'' (..).3"...-- .,-, ).•-z.s.,6 _ I), p,..65,..77:.„) -L.,7.. 375- ......,A3,..4- NORDLING ProL No ' 14-077 1 STRUCTURAL SMT NW INC EQUIPMENT SPEC` ROOF MEDI UNIT , ._ 4 , : q't.,? ENGINEERS, LLC PAC TRUST ,•7 c SW '1'trk Sr.cc 200 3ea veron OR.97X8 Date. MAR 2014 By JEN Sheet No.: Ci.1 Nordling Structural Engineers, LLC 6775 SW 111th #200 Beaverton, OR 97008 . Date:03l10f 14 Page: MULTI-SPAN TIMBER BEAM DESIGN SMT NW INC ROOF UNIT A-ILL+DL) A-(UNIT) A•(COMBI A•(REINF) GENERAL DATA - 1 2 3 4 All Spans Simple Support ?? : YES Spans Length ft : 24.00 24.00 24.00 24.00 End Fixity: : Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 3.500 3.500 3.500 4.500 Beam Depth in : 15.25 15.25 15.25 15.25 CALCULATED VALUES -OK. -OK- No Goad! .0K• F'b-Modified Allow. psi : 1735.7 1735.7 1735.7 1735,7 lb•Actual, psi : 1687.7 139.2 1777.3 1382.4 F'v-Modified Allow, psi : 207.0 207.0 207.0 207.0 tv factual) ' 1.5 psi : 79.8 8.9 88.7 69.0 Moment @ Left k-in : 0.0 0.0 0.0 0.0 Moment @ Right k•in : 0.0 0.0 0.0 0.0 Max. Mom.@ Mid•Span k-in : 229.0 18.9 241.1 241.1 X•Dist ft : 12.00 18.88 12.32 12.32 Shears: Left k : 3.18 0.08 3.26 3.26 Right k : -3.18 -0.32 -3.50 •3.50 Reaction @ Left DL k : 0.78 0.00 0.78 0.78 LL k : 2.40 0.08 2.48 2.48 . Total k : 3.18 0.08 3.26 326 Reaction @ Right Eli k : 0.78 0.00 0.78 0.78 LL k : 2.40 0.32 2.72 2.72 Total k : 3.18 0.32 3.50 3.50 Max.Defl. @ Mid Span in : -1.195 -0.072 .1.266 •0.985 X•Disl ft : 12.00 13.60 12.16 12.16 DESIGN DATA - Le:Unsupported Length ft : 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 1550.0 1550.0 1550.0 1550.0 Fv:Basic Allowable psi : 180.0 180.0 180.0 180.0 Elastic Modulus ksi : 1600 1600 1600 1600 Load Duration Factor 1.15 1.15 1.15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Uniform DL pif : 65.0 0.0 65.0 65.0 LL pif : 200.0 0.0 200.0 200.0 Point DL a : LL a : 400.00 400.00 400.00 X-Dist. ft : 19.00 19.00 19.00 QUERY VALUES - Location ft : 0.00 0.00 0.00 0.00 Shear # : 3.18 0.08 3.26 3.26 Moment k-in : 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 V4,462(c) 1983-95 ENERCALC Bruce W.Kenny,KW060914SL4 USGS Earthquake Hazards Program 2005 ASCE 7 Standard Location 45 24'7.69" N Ss and Si =Mapped Spectral Acceleration Values 122°44'56.79" W 16360 SW 72nd Ave,Portland.OR 97224 • Ground Motion Ss 0.934 Si 0.336 Occupancy Category It Site Coefficients F. 1.13 Site Class 1.73 Invortance Factor 1.00 Height of Structure 20.0 ft Skis Fa* Ss 1.052 Sm t Fy * Si 0.581 Design Category(SDC) Sos (2/3)SMs 0.701 SDI (2/3)SMI 0.387 Air Side tivAc Eq= 0.274W+ 0.2 SDS W a, 2.50 Rp 6.00 W :Weight of Unit 0.4-a .S ./ ' T\ Fp= P P 1+2.= -W h P 20,0 ft A SD = 0.35 Wp->* 0.7 0.245 z= 23.5 ft FP = 0.39 Wp->* 0.7 0.274 FP MIN = 0.3 SOS IP WP = 0.210 WP->*0.7 0.147 FP MAX= 1.6 SDS IP WP = 1.12 WP->* 0.7 0.786 NORDLING Proj. No.: 14-077 SMT NW INC EQUIPMENT SPEC STRUCTURAL ROOF MECH UNIT 0*, 4 ENGINEERS, LLC PAC TRUST r'77,SV 31;111 Scl:e 20('' +vt,T:on OR,97irg Date: MAR 2014 By: JEN Sheet No.:L I 1E0 114 1175 LU: 11,S 144140so. VE0 22'1 lbs C lbs Height 48" Weight 1.500 lbs Length 90" Width 60" (4) STEEL BRACKETS W/ (4) *le x 1/2' Curb 14" TEK SCREWS TO ROOF CURB 4 (4) *10 x 1/2' TEK SCREWS TO UNIT BASE RAIL -ok- vE0 0.274* 1,500 lbs-r 0.2* 0.701 * 1,500 lbs ▪ 411 lbs -210 lbs *12 41112 c/c SCREWS FROM CURE TO FRAMING BELOW. T - 411 lbs * (14" - 43"/2)/60" • 210 lbs /2 - 0 6* 1.500 lbs ;2 ▪ -84 lbs [0'Net Uplift] V= 411 lbs • NORDLING Froi No.: 14-077 SMT NW INC EQUIPMENT SPEC STRUCTURAL ROOF MECH UNIT „anut ENGINEERS, LLC PAC TRUST c1775',c* III ch Ileovenon Oro .f7(Yli Date: MAR 2014 By' JEN Sheet No.: L2