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Specifications (8) f Ce2,_.i 0 5 4' Uffk-e/2-4)-o-tr_c OFFICE COPY 0 STRUCTURAL CALCULATIONS FOR ii"‘E( I-41 VED 1)Er 1 2 2017 OREGON STATE TREASURY rITY of TU' AR!--1 ,3k11LoNG ri! /!SkirvJ 16290 SW UPPER BOONES FERRY ROAD PORTLAND, OR 97224 -- ROOF MECHANICAL UNIT -- PRO,c8 „G1i NE- 4, "I; • % *. sr 12, 87 1 IIIP OREG, AT 16' + 0+4, ,N e. NO EXPIRES:12/31/18 I Contents Summary Si Details A-C D1 -D3 Gravity Calculations 01-G2 Lateral Calculations Ll -L2 Contact Person: John E Nordling,PE Enclosures El -E4 • NORDLING Proj. No.: 17-311 OST STRUCTURAL L RTU * ib.4..4 V ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.: COVER SUMMARY 2014 Oregon Structural Specialty Code Wind 120 MPH (3 sec gust, VuLt) Exp B Seismic Occupancy Catagory II Site Class - D Seisimic Design Catagory - D Ss = 0.964 Si = 0.419 `'JDs = 0.116 SDI = 0A42 There is one new roof mounted '2-Ton' mechanical unit. Carrier '4SVL-C24 { $1 Curb weight 304 lbs weight 10 lbs length 48' height 14' width 32' height 44' • ❑1 4x8 DIRECTLY UNDER CURB, WITH SIMPSON 'U46' EACH END. a 4x6 DIRECTLY UNDER CURB, WITH SIMPSON 'U46' EACH END. RE-SUPPORT (E) 2x PURLINS W/ SIMPSON 'LUS24' WHERE REQUIRED. ® REINFORCE (E) 4x16 WI 1314x1114, LVL. LAMINATE W/ TWO ROWS 1/4'4' x 3112' SIMPSON 'SDS' SCREWS e24' o/c. PROVIDE SIMPSON 'L10' EACH END TO GL GIRDERS. SEE DETAIL (C). NORDLING Pro;. No.: 17-311 STRUCTURAL OST�. ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.: S1 I 1_ di iri--1 ! --- , l_i_l_i_ 1_1 H.I1 111111 111; 11 -7 _H _I : :: i, " i1,11 IIII11_ 111, 1 I I 1;1 I 171-T 1 1 I I ir, 1rum '11 1 HI _ 111_111 11 [ 1 L lij 1 , '.; 1 111 1 11-1 1 1 1 1 1 ',I 1 -1 ;--1 I I-71 1.__l_i_Li_ 1 .LL___L LI___I , 11---r---_-:-,-,-- -,.-7.-\ TIFFIIIIII 11: 1 1 II ! ; 1 -1-17! , is _i_Li_ i_ 1 1 1 _1 1 ' 11_1 1 i j 1 L] : I:1 1 ds I 1 I T 1 1 It I -Ii.i - T 1 -roll 1 1 -1 IT: 7-1 1 I III ; li; ; __I Li ; ;_ I I 1: 1 11. ; 111r ! ! ! !,...! ; 1 1 _.,.J...1.11 p_.:\ , HIIILHIHIIHI4IHHIIHt, „ ,' Y ' I 1 I I 1sk, 1 1 ! 11IL 111 tjl9 II ' : II1 _ " I III III ' ' i 111111W ! I 1111 l',:..: : 11 ' 1TI! H ;Isir,',,\,, , ---- I;IIII_LIIIII HI I - II _ illi V \I! 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No.: 17-311 OST STRUCTURAL RTU 4 4jt, V ENGINEERS, LLC . PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.:D1 II II I � 1 II II 11 II 11 I 1 II II II II 11 11 I I II II II II 1I 1 1 II II II II 11 II 11 II I I II 11 _([4] 11 II II IIII 11 11 II , , 11 II TT II II II 11 II 11 II 11 11 1 II 1II II II II 11 11 11 ;I II II 1 1 I I q „,l 1 1 1 1 1 1 I I II II VII 11 ii II II II 1 1 ..`, , I I I I I I I I II II W1 1 II II II II 1 II 11 11 II II I I © © II 411 II NII II �1 ii ®II I 11 'I ,-.1 -1111: — -------� I x l l I 11 II0 -SII 11 N11 11 1 11 II II ( ;!1___ II WII 11 II 11 , �I II II II I I III II III 1 I � II II I, �. iiII ii II 1II II I..--��.., 1 i t' 1 (�)4x16 DFrI 11 - — I __- ----I — ■1_ _I] -----J ----- --- ? 1T— TT— — —1, r — � —T1— �f— �1 II II I I II I;I II 11 11 II II III I II LI 11 II I 1 1 I ; ; 11 ; ; II Li u - U . u u u PROP�Cs ��"f N F R /0 � 12,1 7l OREGO 0 ROOF G' f`OOF D TAI vo+4, E.' NORM..`�C� EXPIRES:12/31/18 NORDLING Proj. No.: 17-311 W STRUCTURAL RTU ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 ,Date:NOV 2017 By:JEN Sheet No.:D2 (4) STEEL BRACKETS W/ (4) *10 x I/2' TEK SCREWS TO CURB 4 (4) *10 x Ii2' illr111411440 TEK SCREWS TO UNIT BASE RAIL MECHANICAL UNIT-N c-UNIT BASE RAIL (4) *10 SCREWS `', v `i \ STEEL BRACKET '\`� *12 WOOD SCREWS 612' o/c, CURB (112' PENETRATION) TYP UN.O. LEVELING CURB (AS REQ'D) ....-------FLASHING 4 ROOFING BY OT4-IERS ITC I..� LJ 3 f_..............� i'- : : L__J._,_(E)GL GIRDER Q 1 ,\ 1,--(E) 4x16 IIII' 1' 4 p PRO,Fs�47 12,18 +RECON 0 C. DETAIL 15. +CI yti e. Nolo- EXPIRES:12/31/18 NORDLING Proj. No.: 17-311 .4 k* . 5 , STRUCTURAL Rei ENGINEERS, LLC PAC RUST 6775 SW 111th,Suite'200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.:D3 • 1 :! I I I I I I I I I I Ii I I L._,_ - - • I l! ! i I I I ! I I I I I ! I!. I \ , ,I i I ! 1 1 1 1 1 1 II I - I;-- a I i I i I I I I I II � I I � I I I I I I I I I i' I ! ! I I o ! ! i i 1 1' ii I i I II__1__L_!__ L i_1 I— © V__-7, I I 'I I! i l l l ! I I I I: j 1 �, -• II \ / III I I ! I ! I Am i i i i i i liii T ; I '12.9, T II ; :1, I I !I \ / I.I i I II � l ! 1 1 1 1 1 1 I ! I ,� I ! ! I / \ 11 l i ! I I I /24.11 .I - iI I i I I i I i I I I I II I I I I i I iI----Ii. Ii I1 411 il 1 1 I I I I i I !I --I 1 _I_—_ - -_--I- '—_ I ___i-- I—_I_—i__ __ II I I I I I I I 1 I I !I - -- --�---- I ; I 1 f I • , NORDLING Proj. No.: 17-311 STRUCTURAL osT RTU ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.: G1 A CURB SUPPORT $ (E) 4x16 1,P*1 ill PSF PSF PSF PSF DL LL TW DL LL TW W TL 288 plf PM 314 lbs MECI-1 UNIT 10 25 12' 11 25 "-0' a/c ROOFING 2.0 psf ROOFING 2.0 per P 160 Ibs SHEATHING 1.8 per SHEATHING 1.8 per 314 lbs •5.9'/8' = 215 be INSUL L5 pef INSUL 1.5 per 'r = 153125'(1216') CEILING 22 per CEILING 22 per 215 lbs•(2.9' - 1216')/2.9' = 160 lbs MISC 25 psf 2x4 024'o/c 0.1 psf 10 per 52 pef MISC 2.13 per P 11 per PM 314 lbs MECN UNIT W WM 45 plf 1111111111 314lbs/(42' •2) A A ml r 24.1' Wm Beam#1 Beam#2 IiliIIHIIIIl W W 4x16 LVL 13i x9.25 11 1 1 11 1 1 1 I l( 11111 11 111 DF--L#1(86) LVL 1.9 E A A A A E(ksi) 1,800 1,900 I il I 1(;n°) lo3a lls Total 2,081,252 8,1-0' 24.1' %Load 0.895 0.105 R1 R2 RDL 1,060 1,060 4110 4x8 DFL No.2 4x16 DFL#1(86) LL 2,549 2,428 Rl R2 Rl R2 ii. 3,609 3,487 RDL 64 64 RDL 1,213 1,213 brgL 1.65" 1.59" LL 239 150 LL 2,410 2,410 1 V MAX 3,609 lbs 'IL 303 214 n. 3,623 3,623 M MAX 21,112 fl-lbs brg L 0.14" 0.10" brgL 1.66" 1.66" V MAX 303 lbs Self Wt V MAX 3,623 lbs Self Wt V (d) 3,243 lbs M MAX 535 ft-lbs 6.03 plf M MAX 21,830 ft-lbs 12.68 plf Main Member V (d) 252 lbs I V (d) 3,241 lbs fv 82 < 207 psi fv 91 < 207 psi fb 1,671 < 1,725 psi fv 15 < 207 psi fv 91 < 207 psi fb 210 < 1,346 psi fb 1,931 > 1,725 psi Reinforceing Member fv 32 < 328 psi S1 S1 fb 1,070 < 2,990 psi ADL -0.01 ADL -0.41 A u. -0.03 ALL -0.82 S1 L/+999 L/355 ADL -0.32 ok ok ALL -0.74 A m -0.03 A m -1.23 1/390 L/+999 L/236 ok A m -1.06 CR 1.00 Ci. 1.00 CR 1.00 CL 1.00 L/272 CD 1.15 Cf 1.30 CD 1.15 Cf 1.00 'CR 1.00 CL 1.00 CD 1.15 Cf 1.00 • NORDLING i Proj. No.: 17-311 OST STRUCTURAL , TU RTU . 4, ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.: G2 ASCE 7.10 Standard Roof Top Mech Unit • Location 45°24'7.44"N 122°45'4.51"W Ss and S1=Mapped Spectral Acceleration Values 16290 SW Upper Boones Ferry Rd,Tigard OR 97224 GIound Motion Ss 0.964 Si 0.419 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 1.074 SM1 Ft,* St 0.662 Design Category(SDC) D SDS (2/3)SMs 0.716 SDI (2/3)SMi 0.442 Air Side HVAC FP MIN= 0.3SDS IPWP ap 2.50 Rp 6.00 = 0.215 WP->*0 0.150 0.4•ap •SDs •IP (1+2 W FPMAx= 1.6SDSIPWP Fp RP h) P = 1.15 WP->*0 0.802 z= 20.Oft ASD Fe= 0.36 WP->*0.7 0.251 Eq= 0.284W+0.2 SDS W W:Weight of Unit • z= 24.0ft FP= 0.41 We->*0.7 0.284 ASCE 7.10 Wmd Force Standard Roof TopMech Unit Wind Speed: 120 mph j 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 374 lbs Gust: 0.85 Ka: 0.90 Unit Height 44" Cf: 1.31 Kn: 1.00 Unit Length 48" x: 1.9 Unit Width 32" Curb Height 14" WP: 49.0 psf P: 432 lbs-ASD T=432 lbs *(14"+44"/2)/32" - 0.6*3741bs/2 =3731bs Net Uplift • NORDLING Proj. No.: 17-311 STRUCTURAL RTU ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.:L1 V 1Ea 54 lbs • i 314 lbs 16111111111146.. - - 4111kiScrew #12-24 8 Count Via Grade SAE Grade 2 106 Ibs \g. Pitch 24/in Fu 74,000 psi - Fy 57,000 psi Allowable Tension Stress 29,600 psi Backing A36 36 lcsi TE: 34 lbs T/Ga 54 Mil 0.0566 in 7W: 313 lbs Fu/Fsu 58,000 psi Height 44" Weight 374 lbs. TSlm 0.018 int/thread Length 48" 0 Width 32" 304 Allowable Loads Tension 715 lbs Screw Tension Curb 14" 70 Tension 151 lbs Pullout Shear 365 lbs Screw Shear VEQ= 0.284*374 lbs+0.2*0.716*374 lbs Bearing 851 lbs Bearing = 1061bs+54 lbs Adjus ted Allowable Loads T= 106 lbs*(14"+44"/2)/32" Tension 151 lbs + 54 lbs/2 Shear 365 lbs - 0.6*374 lbs/2 - ( 1 = 34 lbs Net Uplift UNITY_--Ll+I -- ALL V= 1061bs . J L Tension 373 lbs Shear 0 lbs 0.31 < 1.00 (4) STEEL. BRACKETS W/ (4) •10 x 1/2' TEK SCREWS TO ROOF CURB 4 (4) #10 x Tension 0 lbs 1/2' TEK SCREWS TO UNIT BASE RAIL Shear 373 lbs -ok- 0.13 < 1.00 •12 *12' ole SCREWS FROM CURB TO FRAMING BELOW. _ok_ • NORDLING Proj. No.: 17-311 STRUCTURAL OST 5I RTU ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR 97008 Date:NOV 2017 By:JEN Sheet No.:L2 • Unit Report For rtu-1 Project: -Untitledl 04/26/2017 41) Prepared By: 10:19AM Unit Parameters Dimensions(ft.in.)&Weight(1b.)*** Unit Model- 48VL-C240403 Unit Length. 4'0.1875" Unit Size• 24(2.0 Tons) Unit Width- 2'8.625" Volts-Phase-Hertz. 230-1-60 Unit Height: 3'7.75" Heating Type. Gas ""` Weights and Dimensions are approximate.Weight does not include roof Duct Cfg• Vertical Supply/Vertical Return curbs,unit packaging,field installed accessories or factory installed options. Approximate dimensions are provided primarily for 40,000 Btuh shipping purposes.For exact dimensions and weights,refer to appropriate Standard Unit product data catalog. Total Operating Weight 304 lb Warranty Information 1 year warranty on parts 5 year warranty on compressor 5 year warranty on heat exchanger No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48VL-C240403 Rooftop Unit 1 • Base Unit • • Packaged Rooftop Builder 1.46 Page 4 of 10 El Performance Summary For rtu-1 Project: —Untitied1 04/26/2017 4111 Prepared By: 10:19AM Part Number:48VL-C240403 ARI SEER- 14.00 Base Unit Dimensions Unit Length. 48.2 in Unit Width. 32.6 in Unit Height. 43.8 in Total Operating Weight- 304 lb Unit Unit Voltage-Phase-Hertz. 230-1-60 Air Discharge. Vertical Fan Drive Type- Direct Actual Airflow- 754 CFM Site Altitude- 0 ft Cooling Performance Condenser Entering Air DB- 95.0 F Evaporator Entering Air DB- 80.0 F Evaporator Entering Air WEI. 67.0 F Entering Air Enthalpy. 31.44 BTU/lb Evaporator Leaving Air DB- 59.5 F Evaporator Leaving Air WB- 57.5 F Evaporator Leaving Air Enthalpy. 24.73 BTU/lb IDNet Cooling Capacity- 22.78 MBH Net Sensible Capacity. 16.66 MBH Total Unit Power Input. 1.99 kW Coil Bypass Factor 0.025 Heating Performance Heating Airflow- 754 CFM Entering Air Temp. 70.0 F Leaving Air Temp. 110.5 F Gas Heating Input Capacity. 40.0 MBH Gas Heating Output Capacity: 33.0 MBH Temperature Rise. 40.5 F AFUE(%). 81.0 Supply Fan External Static Pressure. 0.50 in wg Options/Accessories Static Pressure Wet Coil- 0.04 in wg Total Application Static(ESP+Unit Opts/Acc.). 0.54 in wg Fan RPM- 1050 Fan Power 0.26 BHP Fan Motor Size,hp. 1/2 NOTE. Med-High Motor Speed,Vert Electrical Data Minimum Voltage- 197 Maximum Voltage. 253 Compressor RLA. 8.7 Compressor LRA. 46 Outdoor Fan FLA(ea). 0.6 Indoor Fan Motor FLA. 3.8 40 Power Supply MCA. 15.2 Power Supply MOCP(Fuse or HACR). 20 Control Panel SCCR:5kA RMS at Rated Symmetrical Voltage Packaged Rooftop Builder 1.46 Page 6 of 10 E2 • 0 • Certified Drawing for rtu-1 Project: -Untitled! 04/26/2017 Prepared By: 10:19AM ELGTRICAI war N. 3411 NI011 Ixlxx YNT man Or 110Y13,IVllxl [MR31T[11sTIH le w •3• I r 1 1Nt1-,MC34l040/0e0110 2001050-140 101 131,1 43-314; 1111 22-11/11 571.4 11.3/11 300.1 X15-11111 319.3 1.05!71 it-11n4 5.45,16+-- 40 11 0t7-7I`C30104000050 2101231-1.10 300 152.0 13-3/4 1162 t?-13/11 571.4 13.5011 311.1 15-11010 401,0 5217 15 [1111.71 [351011 411.101-44 0361010/01051315/110 3001231-740.201/234-1-00.443.3.00. 141 151.2 57-3/4 1315 32-13/16 570.4 13.5/11 319.1 11-501 422.3 3.7/16 CODOar 00/00 117.11 . * on 110L14611461 ,1,. - >Y1 ,3, •2. 24MUM43.1 00.1 10.1 10.0,31.3 10.1'106.4 10.3. x311[/9.l1� el 5111.011Man-31.1 21.1 It/ 30.3 101.07 15.7 111,0 53.3 SON.1 r' 30 54 _21111161110 51.1 73.1 4*J_31,1101.1 07.3 It2.3 33,4 __r='i'g Pr.' .. - r crrm,a 1..,, SOPPY ,5-154 t0 0 0044664/1 - 371. 1 7.1..93 olpeq I. Rod ' WWW w Cd�Y�I11 am rant NIN1:11111 00x0000 COLL-. !7, = ''- 001.01 7p00U(1T0f OMIT 'I f75i.si F. P-- J S70F MM41N OF O.ItO 31 •7• ;Jill 401100 Of UGIT In 11111.71 ..-- - l { 2101E 0110[! !f 0111.11 fi41 MI 11011111M)1191191111491111 •! Illt Cl a510EI1 tl04T0 000!3 I/TTt7 111E 43 1100.010aI W7T 11x0*34084.04*fW10001.P01YLR 40101 0100 so N14.01 1000N COI. T� VIEW D001 COIL 008 500 010051 C4 C00CIE7E 1,aL1 30 0000100 moo SUOTiCFS,00100 MOT 1IOE 43 C70N.81 loan aJ•MWQ 101 alitainf9199 0 ism (VIP,C 4111511 SIN. 31 SHAMI 1C41PT 1OI.ON 12C 1E0010?19R1 42 C+a1./1 1111 TOP. 46 01211.01 1111 SIM 0P10 51 1111,01 01!"11 x303/!L 011015 i2 101.119 11a11Ia1 NSTAIIE3:1T IU10T 1z PL1CW 1100 71W 12 3301.02 FN1 134. MAI31-'/16 S.5/9 07 014 ,H1x/x3741 P(11400Ult1 MArN COxPA0 1002, [I1.T7� ~ orfs.N ��4112 [171.10 j 1116053115 I0 Il 305 14■ -'""��"' .r.: _ -� • '4 / Aca sea i''I"""1'�I`�_ JDiuiuufloiim'• 1.0!8•[0/fl 19 , - IIIIIIIII o • r v02 ' ;I 111111111, IIIIIIIIIIIIIIIIIIII 7/ i. 1ls ,Iti a�[11T[01N f u/1023 ' 0/[IT411G 1.111 3.510 • • I .�. ,,,,,„4,5_„,„ I g �� [lz.,7 /'r-_--i - 1 0I 10-3/11 y1 . 3 • \ '. 1 i 1 5250.60 �r.irL= r_ o 1;1{"111.1511 COIIPICI --190000 /19110 1411 1325.41 PAxil •r• PAIIII 1%1 7 41•111411'"P.O.1 1/.61 x}411 12.000 zz177,37 002,01 1-•N 21-5/8 1-701 NiI4 01.057- NS.r 4044%14 1-1311/ 1911.11 ISq.30 1061.97 r r,ei'iizti"47: LCAT SDE YEW FRONT VIEW 140.01 Rif SIDE VIEW REAR YEW 38VL500409 _ tri Packaged Rooftop Builder 1.46 w Page 5 of 10 . ill a . S Ul B M I T T A L ""MicroMet1 Part Number: , CRB-SDSML-14 FORM NO. 7843-1D I 12/9/2013 Submitted To: Company: 10° Job Name: � Notes ••00N440400. © 21 9/1"" Knockdown Curbs Full Perimeter 42��9 10,..:,'..,./ .°-'4'#*'.1111i,K°.'...‘#.1.°.# ..°#.:1111161141 , NOTES: '1.1'O .N4tWI* • *Custom Heights Are Available. �! ` • *Fully Insulated Perimeter Curbs Are Available And • Designated With A"Cr Suffix. A • *Hold Down Brackets Are Available For Most Curbs. • Attach Ductwork Directly To Roof Curb.Flanges Of Duct Rest On Top Of Curb. • Any Posted Weight Is Actual Weight,Not Shipping Weight p\O °°°.°°°°./117 • All Dividers&Supports If Present,Are Flush With Top Of 2 Mme` X3`16 Curb Unless Noted. 83j4'/6 *Please Contact Factory For Pricing and Availability --1•-{ 1" 1..�-- ! FEATURES: r I i • Ships Knockdown,Assembly Hardware Provided When T Ii1 l� 2.75" Needed. • Deck Pans When Factory Provided,Are Factory Insulated. A • Constructed Of Galvanized Steel. .875" • Gasketing Package Provided. l �,i;rti, c riEcern o �, Jr;ril,l • Full Perimeter Wood Nailer Provided. CRB-SDSML-08 8" 56 lbs ---10-1 2" I.41---- CRB-SDSML-11 CPRCURB010A00 11" 63 lbs CRB-SDSML-14 CPRCURB011 A00 14" 70 lbs CRB-SDSML-18 -- 18" 91 lbs CRB-SDSML-24 24" 108 lbs C162D THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MIROMETL'S WRITTEN CONSENT tri MicroMetl Corporation... Indianapolis Indiana— 1-800-662-4822, Sparks Nevada— 1-800-884-4662, Longview Texas — 1-903-248-4800