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Specifications (11) ytt '(..,2 pi? •-ogz_ 7,70 Li $ j Kik frkck..„, • / STRUCTURAL CALCULATIONS RECEIVED FOR DEC 12 ?WI CITY OF'TIGARD tlUILDPNG DIVISION KELLY IMAGES 7204 SW DURHA1VI ROAD 4E3 00. PORTLAND, OREGON 97224 --ROOF MECHANICAL UNITS-- t39 PRO, , • „,„,,,„. ,/e2 2,187 59r 10 1 "EGON 40 , v t54)- +91' 0 0 ' ‘ 1/4, ,_\ . NOtk° • 1 EXPIRES:12/31 1 3 , Contents Summary Si Details A-F D1-D6 Gravity Calcs. G1-G2 Lateral Cabs. Ll-L2 Enclosure El-E4 Contact Person: John E Nordling,PE • NORDLING Kelly images W STRUCTURAL 1/4 7 ENGINEERS, LLC It 5 Roof Mechanical Unit Project#17-300 November 2017 6775 SW 111th,Suite 200•Beaverton OR,97008 • UY 2014 Oregon Structural Specialty Code Wind 120 MPH (3 sec gust, V uLT) Exp B Seismic Occupancy Catagory II Site Class - D Seisimic Design Catagory - D Ss = as is Si = 0.423 CJPs = 0.123 SDI:= 0.445 There are seven roof supported mechanical units. Two 5-ton at 691 pounds including curb. RTU- 5,7 One 4-ton at 638 pounds including curb. RTU-3 Three 3-ton at 584 pounds including curb. RTU- 1,2,6 One 2-ton at 374 pounds including curb. RTU-4 • • NORDLING Kelly Images STRUCTURAL Roof Mechanical Unit ENGINEERS, LLC Project# 17-300 November 2017 6775 SW 111th,Suite 200•Beaverton 0R 97008 5 I 0 a S../ " -. • i , IIP 1 Da 1 ,slam ? .. - — . „ . – —t ---I wo ea I I US i r Fl I �a'1�.,14'F: ( J ft ,,„l I t r. I r to .. .. .. ..... ...... ... i.. K. i , I ... ' gry .... .. .. 2 I ' GI.V444 tt� . I Wit''r t' Z4F.Vi, : . .....,,,,,,..\\ C n RA, 5;-t - - s . • • - ,skit PROFFs � `cS oto I NEFR /O t31 */ r ek � — C 0 w 12,18 9 fil illir � ` OREGON ✓O GAY 75, 190 0l Mcs"i. `>;ri is R4.4-)/ n9N✓ . NO03‘. • EXPIRES:12/31/ 111 ii°171• NORDLING Kelly Images STRUCTURAL Roof Mechanical Unit ,, ENGINEERS, LLC Project# 17-300 November 2017 6775 SW 111th,Suite 200•Beaverton OR,97008 ii „,(........._....$ _ ._ f' • - a2.'1zw l�� A g - 1 0 i 1r` ,j _ - ' o r CK .11- F • t 1 l'" y UcUi'e c> 5e37 _ , dirS1/44r '' ` � Cc.iM tris-, 19 °' Y. 31`i 4 t"t . erttgaw•.1/4:.12r-.:.---.ta-°-)(------------------------------------------------ -------- -- ........ N ANG I N,4., /, .5.4 12,187 /" ,� *' ON ORS EXPIRES:12/31/ • . NORDLING - Kelly Images ,,. k STRUCTURAL • Roof Mechanical Unit ENGINEERS, LLC • Project#17-300 November 2017 6775 SW 111th,Suite 200•Beaverton OR.97008 122 • 1111 .0 1 _ , • 1 tA t. - 6 . ....---- . tip • : I•-,..... :-• E,4 :4 ., ri . . i fa.. ........ . . •-- n 4--4 o«:e--iu► •artia trc f Tush 01,-).}.1`... co... %t... -...v.r?,c..S-l 5i..../4.7-4,.. 4 Oij i'r" C 5"'4' ,, ,> Nom:- -1.- -G6524* � p PRO/Fs �S� ENG 1 N EFR /a 0 12,18 9 I ar 'OREGON • . NS. NORnN . • ; EX ,Askg NORDLING Kelly Images STRUCTURAL Roof Mechanical Unit i. I �•\> L• ENGINEERS, LLCProtect#17-300 November 2017 2 6775 SW 111th.Suite 200•Beaverton OR,97006 n 3 • •64-4-4-- - ‘......1ff1. •-..,f r . r SfMpi;› 'tiZ.la.tl .84.44.A. • 6c..2 `62. .tat,- A ........ . .. ._.- ! r0 ............... ................................. ........:..........:....... .. ...„, ..... r, , ...---t\-,---ri: .. . .. . . . 0, s xkl - - _ ...__ .......................................................... ...... .. .. ..t�._ .._.. 1 ,r' E . li 0 .i; t1 : -; - e::-- c --5-g.¢- ---------------------- -----------------------•----------.......--- 9 PRO, S s.NG NEED iY 12,1879 . OREGON �j / tf ..�/ a j l."e I EXPIRES:12/31/ NORDLING - Kelly Images [ I STRUCTURAL Roof Mechanical Unit ENGINEERS, LLC Project#17-300 November 2017 6775 SW 111th.Suite 200•Beaverton OR,97008 Df. • -6-4--fie-L- • {r7' • r koirrot.1) 44' • M4- ' i la ..j) . "•r.4,1, , . 0 .. .. 7. .: : 4 . a� ri 44 vi crt-f VATREFa G 1 • (/&)i`[- i. 3Q+ ((AAA \kir 4 7D Co. Pail.$: ' 1, ), .16`I w (1%4 pr-L. • • 12,1a��q /� r/ ` .. 4( *REG'+ t `'4, _.... '-c-- s___.iz-ro., F. NORO EXPIRES:12/31/ • TV NORDLING - KellyImages 4,,,,..;,0 4. STRUCTURAL Roof Mechanical Unit ENGINEERS, LLC Project# 17-300 November 2017 6775 SW 111th,Suite 200•Beaverton OR,97008 12 5 • • (4) STEEL BRACKETS W/ (4) .10 x 1/2' TEK SCREWS TO CURB 4 (4) .10 x 1/21 TEK SCREWS TO UNIT EASE RAIL . 1;1, 1 • k% 001 UNIT BASE RAIL.--- ; (4) *10 SCREWS-� I !i% .,----MECHANICAL UNIT i 1_t STEEL 13R4CKET I X12 WOOD SCREWS X12' o/c,----,\ t' f ' I'i2' PENETRATION. TYP UN.O. - - SLEVELING CURB (AS REQ'D) .. FLASHING 4 ROOFING I3Y OTNERS —__ 1(��1 Igifi ll I � (E) 2-2x8- i I L_._I : . • "' 1 1 (E)CSL- BEAM 5�lc PROFF49, tV 12,167 9 REGON _ rG `b 4Y 15, '09 .c.il tiN B. NOR.0‘-` r OF : : • - EXPIRES:12/31/ • rNORDLING Kelly Images ill .1 .Z. STRUCTURAL Roof Mechanical Unit ENGINEERS, LLC Project# 17-300 November 2017 6775 SW 111th.Suite 200•Beaverton OR,97008 17--(4. • 1,51-, .4. te..ct, T 45`..14. s..?-) L t I i_. ` 4. 1. ,..1/' 'elli I w j j la la d .5 Ta, "t.r-st'r" .. . Gaut: "` 1 • _ _ J 4 . . GG2"t)-1 eiu 'Vt*,1," x Y F V'-11r, it S r .s0 i,s .' 5'51k- gQe icz, a Vli4.3ity. "E6v IS a-t1 ; ism+ f,.' 19ii' GC..g- I571.4-cAik% 1aVt' p— tie,tavit.i•..V.t. • 111 NORDLING Kelly Images STRUCTURAL Roof Mechanical Unit ENGINEERS, LLC Project# 17-300 November 2017 6775 SW 111th,Suite 200•Beaverton OR,97008 ( • Nordling Structural Engineers LLC 6775 SW 111th,Suite 200 Beaverton, OR 97008 • Date:11102117 Page: MULTI-SPAN TIMBER BEAM DESIGN KELLY IMAGES A-(TL) B-(SL+DL) B-(MECH) B-(COMB) GENERAL DATA -1 - -3 4 5- All Spans Simple Support?? : YES Spans Length ft : 7.50 24.50 24.50 24.50 End Fixity: : Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 3.500 2.500 2.500 2.500 Beam Depth in : 7.25 16.50 16.50 16.50 CALCULATED VALUES -OK- -OK- -OK- -OK- Pb-Modified Allow. psi : 1345.5 2664.0 2664.0 2664.0 fb=Actual. psi : 861.0 2222.4 143.4 2318.6 F'v-Modified Allow. psi : 207.0 218.5 218.5 218.5 fv(actual)* 1.5 psi : 66.0 111.4 8.2 119.7 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 : 26.4 252.1 16.3 263.0 X-Dist ft : 2.00 12.25 6.04 11.92 Shears: Left k : 1.14 3.43 0.23 3.66 Right k : -0.51 -3.43 -0.07 -3.50 Reaction @ Left DL k : 0.31 0.98 0.00 0.98 LL k : 0.83 2.45 0.23 2.68 Total k : 1.14 3.43 0.23 3.66 Reaction @ Right DL k : 0.15 0.98 0.00 0.98 LL k : 0.36 2.45 0.07 2.52 • Total k : 0.51 3.43 0.07 3.50 Max.Defl.@Mid Span in : -0.101 -1.347 -0.065 -1.411 X-Dist ft : 3.40 12.25 10.78 12.25 DESIGN DATA Le:Unsupported Length ft : 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 1170.0 2400.0 2400.0 2400.0 Fv:Basic Allowable psi : 180.0 190.0 190.0 190.0 Elastic Modulus ksi : 1600 1800 1800 1800 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 plf : 15.0 80.0 0.0 80.0 LL pif : 25.0 200.0 0.0 200.0 Point........ DL # : 175.00 LL 11 : 500.00 300.00 300.00 X-Dist. ft : 2.00 6.00 6.00 Point DL # : 175.00 LL # : 500.00 X-Dist. ft : 2.00 QUERY VALUES Location..... ft : 0.00 0.00 0.00 0.00 Shear # : 1.14 3.43 0.23 3.66 Moment k-in : 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 N r 12„:.i:s 4 ZS(4)04-A%~ y sz., f:lbti-k tai IAa-i:Zo e _ r±..._: • CP:1-1 if L 1( © (46t -C• srv30.) Cris) (CAM) G1704+-(401g- -,t, .- O2 V4.462(c)1983-95 ENERCALC Bruce W.Kenny,KW060914SL-A ASCE 7.10 Standard Roof TopMech Nnit 11, Location 45°25'36.87"N Ss and S1=Mapped Spectral Acceleration Values 122°44'44.35"W (round Motion Ss 0.978 Si 0.423 Occupancy Category II Site Coefficients Fa 1.11 Site Class D FF 1.58 Importance Factor 1.00 ' Height of Structure 20.0 ft SMs Fa* Ss 1.084 Sin Fv* Sr 0.667 Design Category'(SDC) D Sns (2/3)SMs 0.723 SDI (2/3)SM1 0.445 Air Side HVAC Fp MIN= 0.3 SDs IP WP ap 2.50 �r Rp 6.00 = 0.217 WP->*0 0.152 _ 0.4 L!p SDS ' W FP MAX= 1.6 SDS IP WP Fp 1+2•j R ( h P = 1.16: WP->*0 0.810 z= 20.0 ft ASD Fp= 0.36 WP->*0.7 0253 Eq= 0.287W+0.2 SDS W W:Weight of Unit • z= 24.0ft FP= 0.41 WP->*0.7 0.287 Ma iO wd Fo<ce St nda s�,�_ Wind Speed: 120 mph Exposure: B Height of Structure 20'-0" assume Af<0.1 Bf::Force increase factor x=1.9 • qz: 23.24 psf kz: 0.70 Unit Weight 747 lbs .Gust: 0.85 Ka: 0.90 Unit Height 41" Cf: 1.30 Kzt: 1.00 Unit Length 74" x: 1.9 Unit Width 47" Curb Height 14" WP: 48.8 psf P: 617 lbs-ASD T=617 lbs*(14"+41"/2)/47" • -0.6*747 lbs/2 =22911s Net Uplift • ' NORDLING Kelly Images k STRUCTURAL Roof Mechanical Unit ENGINEERS, LLC Project#17-300 November 2017 6775 SW 111th.Suite 200•Beaverton OR,97008 • YEQ > )k t ord(h-t,. `•0,'a 4 • 108 lbs R' < 1' ' ' W: 14'1 lbs hbh -'I Height 41" Weight 747 lbs Length 74" Width 47" RTU-12 Curb 14" VEQ= 0.287*747 lbs+0.2*0.723*747 lbs 2141bs+108 lbs YEQ• 214 lbs T=214lbs*(14"+41"/2)/47' �� + 108 lbs/2 ' - 0.6*747lbs/2 C: 13 lbs = -131bs [ONet Uplift] V=2141bs Height 33" Weight 659 lbs Height 33" Weight . 606 lbs : ill Length 74" Length 74" Width 47" RTU-11 • Width 47" RTU-10 Curb 14" : Garb 14" , VEQ= 0.287*606 lbs+0.2*0.723* 606 lbs, VEQ=0.287*659 lbs+0.2*0.723*659 lbs = 189 lbs+95 lbs = 174 lbs+88 lbs T= 174 lbs* (14"+33"/2)/47 • T= 189lbs*(14"+33"/2)/47" + 88lbs/2 . • + 951bs/2 - 0.6*606lbs/2 - 0.6* 659 lbs/2 =-25 lbs [0 Net Uplift] =-27 lbs [O Net Uplift] V= 1741bs V= 1891bs (4) STEEL BRACKETS W/ *12 SCREWS TO ROOF CURB 4 12 SCREWS TO UNIT EASE RAIL. -ok- *12 4)12' o/c SCREWS FROM CURB TO FRAMING BELOW." -ok- • NORDLING Kelly Images STRUCTURAL Roof Mechanical Unit £ N7 ENGINEERS, LLC Project#17-300 November 2017 6775 SW 11151,Suite 200•Beaverton OR,97008 LZ.. 1 I • - • • . 6x)122 5.•,ar$$1$)nE'I"I$0 IO P�lr 0�rpun A c�µq�l�rypt6 ly u '97�r9& ` �1 'LA rrECNAWOGIES f14KRt.•s .Il' r • 5/p a'I ii CMIIOjj [VS M'iartu[t. 9 HIT CORNEA CORNEA COMA 166Y A C.6. 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CORNER A CORNER B • ,1 Oft:::::::-- -':,t1.\‘).1 Ir eg \1:1\ \\'111krfiljriP N 6 � • Ro X-2 CORNER D I CORNER C 0-4 X TOP rr z c z • i=N g .. o 0 El 0 0 `t=n* =': : 0 a g• i FRONT 46EEr' NQ 62x20026 480C 04-06 SINGLE ZONE ELECTRICAL u' 26x2 09-16-14 - COOLING WITH GAS HEAT 4860000281 9 Crl 48KC • • S . . /A1� 50TCQ A04-5OTCQ A070 Part Number.: S Baa i�irr 1.•;•` , tMiicroMetu 1 0537-014A-00010 FORM NO.1174.1 D J 7/9/2013 -- ti 'r l drQ t Submitted To: Company: Job Name: Notes Opening Mar the Dam 0a 1 13/4"Ale.drain Ma. connections 18 occomers tep knockdown Curbs Ali "Flutl Ptrlrttttater440)1p4,,, ,%....1.:....%.° � NOTES: '�.� \o/r a *custom Heights Aro Available, 201/ ,,'' i • *Fully Insulated Perimeter CurbS Are Available And eraaly air Designated WLMA"Cl"Suffix, • "Heid Down Brackets Are Available For Moat Curbs, " • Attach Ductwork Directly To Roof Curb,[Manges Of Duet tt Beat On Top Of Curb. 1 3/4"—oI till, 37 ie. • Any Posted Weight Is Actual Weight,Not Shipping Weight .T Ir 1�1" . *Please Calmat Factory Far Prtcirrg arrd4 ailabllfy I I A FEATURES: • CROSS SECTION • Ships INeedeKnockdown,Assembly Hardware Provided When OF CURB • Deck Psas When FrictoryProvided.Arc FactoryInsulateEl 2 / + �� • Constructed Of Galvanized•Steal, 3 ' • 1 Claakatiag Package Provided. • Full PeroreterWood.Nailer Provided, t5''7 r:rirr,Rcorcurb`ipci IIic,,I+r,iir:(in wchi,:w) • MJcroMatl Part No. Carrier Part No. WM Weight 0537-008A-00010 8" 71lbe 0537-011.400010 11" 82 lb --Igo 0537-014A-00010 CRRFCURB001A02 14" t94lbs 411-- 0537-018X00010 0537-018X00010 18" 0537.024000010 CRRFCUR3002A02 24" 131 lbs COQ Th i8 DOOuAa:N1'11144141aPaA1Y OF MI0100.01..COAROPATIONANO,IS DEUVER4 d UPQ ii E minas=MOON TMAT we coNTENIS N N=a8 Dt$CLc'�J�1.OR Uszo Nfrrivi r wRQMe'(1.'8warner CoNSEr MicroMe orporatton... 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CRB-SD3ML•24 ® 10S lbs avm USG DocuurMTIS THE pROPLRTY OF LSCROMSITL CORPORA ON ANO is WAVERED UPON THE EXPRESS CONDITION THAT THE CONTENTSWILLNOT BE DISCLOSED OR USED wrmouTMIROMETL'S velum CONSENT MicroMetlorporauon... Indianapolis Indiana-1-800-6.62-4822, Sparks Nevada- 1-800-8.84-4662,Longview Texas-1-903-248-4800 1.