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Va-kM Si,,-;_,' - 1 C V/e, STRUCTURAL CALCULATIONS FOR RED ROCK CENTER BUILDING C SW 72nd AVE & SW DARTMOUTH ST TIGARD, OR 97223 -- ROOF MECH UNIT -- Oulmektt so PROP �N �NIN Fq a 12,187 �1 . O' GON ,, 4/4<' 1 5 19e G o06,4, ,F. NO9 ` 1 EXPIRES:12/31/20 Contents Summary S1 Details A-D D1 -D4 Gravity Calculations Gl Lateral Calculations L I -L2 Contact Person: John E Nordling,PE Enclosures El -E4 NORDLING ProROOF MEj, No.: 19-149UNIT STRUCTURAL RED ROCK BLD c ' CH tjk W 4ENGINEERS, LLC LATIMER HVAC 6775 SW 111th,Suite 200•Beaverton OR 87008 Date:JUL 2019 By:JEN Sheet No.:COVER 1 SUMMARY 2014 Oregon Structural Specialty Code Mind 120 MPH (3 sec gust, V ul.T) Exp 5 Seismic Occupancy Catagory II Site Class - Seisimic Design Catagory - Ss = 0.980 Si = 0.424 Spa = 0.124 Spi = 0.445 There is one new roof mounted '3-Ton' mechanical unit. CARRIER '48KCD A04' weight 640 lbs length 14' width 41' height 33' Curb weight 115 lbs height 14' NORDLING Proj. No.: 19-149 RED ROCK BLD C STRUCTURAL ROOF MECH UNIT 1,1 Li 5.1k Aim"r4li ENGINEERS, LLC LATIMER HVAC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JUL 2019 By:JEN Sheet No.: Si J . p IHI®u lulu llntuornii Eft i f 0111 IMm®I ill t it �-=- r e _._, _=I ___1_.,..,..__.•_11 ;. ,-I_ i , aF r—, {1t -I—1 I 1 1 1 1 I It 1 h i i 1' _n l I I 1 1 I 1 I 1 1 I 1 1 -=1=-' I I 1 1 I 1 1 1 n I. I 1 fl I' 1 i 4 1 1I I q I 1 I 1 1 1 I I I I 1 1 1 I I_111 1 1 1 I 1 1 1F 1-1-1 n 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 111 I I I I I I I Ir-'r-; 1 1 1 1 1 I 1 1 1 I I 1 I 1 I I I I I 1 1 I 1 I 1 I I 1 1 I 1 f 1 1 1 1 1 I 1 1 U1} _� I_I !_I :k=:1� Ir 111111111111111 11111III -ITT I 1 1 1 I 1 1 I I 1 1 1 1 I I 1 1 I 1 1 I I I 1 e 1:: n 1 f 1 I I I I I 1 1 I I I n r. 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S1RUCTU/iq 1` 39 PROS C1�S G e 42f 12,187 I, 40_....... 4,: 4 OREGON 4 iROO FRAM INC PLAN `"0 41.- 15' °p��+`' . NOR I EXPIRES:12/31/20 NORDLING Proj. No.: 19-149 STRUCTURAL RED ROCK BLD C ,,,; L,,.., v, „\_.,.,1 :k ROOF MECH UNIT ‘41 ENGINEERS, LLC LATIMER HVAC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JUL 2019 By:JEN Sheet No.:D1 1 s 1 0 I I I I I I I I , , II II II II III I I I , - I I I I I _i__t_ - 1�_—(E)GL 5vsx22�z r---------- -i---------'r--'------- -L._L__ i 1 1 1 1 II 1f II II II II H III I 1 1 , I , , 1I II II II II II II III I I 1 1 II II II II III -L- 1 I I I © 1 1 I I I I I 1 1 I I 1 1 1 1 I r , 1 I 1 1 1 I 1 1 1 1 1 , , I I I 1 I 1 I I I �H TYII II II1 I I - ,L L �,. I 1 I I 1 L__ 11 11 j 2 11 2 III 11 1 r" III Li I I ; � , I I I 1I1 I I H H H ' 0 0 2x10 LEDGER W/ *10 x 4° WOOD SCREWS *12' o/c TO TOP CORD 4 (3) *10 x 4' WOOD SCREWS TO 2x4 VERT 0 4xSDIRECTLY UNDER CURB, WITH SIMPSON 'U46' EACH END. 1 PROF � Fps, c_`S NG 1 N F� 'i it,s, 12,1 e ii _ OREGON dO `/o< 7 5. 1993 ��! PLAN DETAIL tiN 5 , F. NORo�\ 1 EXPIRES:12/31120 NORDLING Proj. No.: 19-149 RED ROCK BLD C 4. , t,_, STRUCTURAL ROOF MECH UNIT 001) ENGINEERS, LLC LATIMER HVAC 6775 SW 111th.Suite 200•Beaverton OR.97008 Date:JUL 2019 By:JEN Sheet No.:D2 , rc (--MECH UNIT a , I , 0 CURB Xu I• •. ...,,.4 ., ..... ,:ii ...„, , . , 2x4 VERT `� w 2x4 VERt PANEL POINT—� PANEL POINT----, 0.11 PRO, ��S N FR /i. b 12, • . . OREGO CAi SECTION `spy JG4 Y a s, \+CI F. NORO‘.‘ I I EXPIRES:12/31/20 NORDLING Proj. No.: 19-149 STRUCTURAL RED ROCK BLD C , , TAi '_ - =' ENGINEERS, LLC ROOF MECH UNITLATIMER HVAC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JUL 2019 By:JEN Sheet No.:D3 MECI-I UNIT ,,, i„,,,,,,vis,____ (4) STEEL BRACKETS W/ (4) *10 x 1/2' TEK SCREWS TO CURB 4 (4) *10 x lie' TEK SCREWS TO UNIT BASE RAIL CURB • MSCI-1 UNIT UNIT BASE RAIL SCREWS BRACKET CURB *12 WOOD SCREWS 012' o/c LEVELING CURB (AS REQ'D) 11112" PENETRATION), FLASNINCs 4 ROOFING BY OTHERS tYP UN.O. ilic:::: / PROFFs Np s NEF `� 1z. . „OREGON c/ 4Y 1 5. 49gg r1{ 0 E T A I L y" E. NORo�\ 1 EXPIRES:12/31/20 I NORDLING Proj. No.: 19-149 RED ROCK BLD C A STRUCTURAL‘ 4,,— ko, ROOF MECH UNIT ENGINEERS, LLC LATIMER HVAC JUL 2019 By:JEN Sheet No.:D4 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: 1 E u�_i �ie i ilii ICEMEN,: SHIN- g '— ,-_ 1 1 I I I _»I. a---- - I .moiIII11I�111 -r-.4__lll�l yl11 I A /� I h' 4 14 E b i GI 1 I• ( 4 i I 1 I 1 I I 1 I I I I I I I I 1 I I I q cl-,IJ I 1 1 1 1 1 1 Ir( I ' II I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 III ; III ; ; II1 . 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I I II, r I I I 1 I I 1 , I 1 1 , I 1 1 I I I I I I -1-11-i 1 1 1 1 1 I I 11-1-11 I 11 1 I 1 41 I I 1 I 1 I I I 1 I 1 1 I 1 I I I I 1 i 1 1 I 1 "1—TY I I 1 1 1 I I 11-9—r I, 1 lI1IIIfIIIIIIIIIIIIIIIIIII .1111111111111111} I I I I 1 I I 1 1 1 1 1 I I 1 I I I 1 1 I—'1�I I I I I I I I�'I—.(—j I II I 1 I I I I I I 1 1 I I I I , 1 1 1 I 110 1 1 1 1 I 1 1 1 I I 11 1 1 1 11 1 I? I I I I I I I I I I I I I I I I I i I I I I I I ' •, ,y�I 1 11t 1 1 1 1 1 IT'',—1=, I I I 1 1 5 1 r 5 1 �i-1 1 II, I it I 113- �Iil 11 I PRE-MANUFACTURED ROOF= TRUSSES (BY OTHERS). BASE DESIGN tri}I 1111 1I1it1111I 1111!1 1111 11 ON CURRENT CODE WITH MINIMUM LOADS (W)NOTED BELOW. rrcDRIFTO WLL = 25 paf P Wr,L = 15 per 1111111111111111111111111111111111111111111111111111111111111 51-0, WIND UPLIFT 1 Wu) = 5 psf (NET UP) P = 500 b MECHANICAL POINT LOAD LOCATED ANYWHERE WITHIN 5'-0' OF THE END OF THE TRUSS, ALONG GRID C. P = 740 be / 2 V2 LOAD ON GIRDER = 3-10 be / 3 ON THREE TRUSSES = 125 lbs 125 lbs < 500 lbs Max (E) ROOF 'TRUSSES -ok- NORDLING Proj. No.: 19-149 ,..,:.4. .:1.4t, ,,‘ STRUCTURAL RED ROCK BLD C 5 ROOF MECH UNIT ENGINEERS, LLC LATIMER HVAC 6775 SW 111th,Suite 200•Beaverton OR,97006 Date:JUL 2019 By:JEN Sheet No.:GI 2 I . ASCE 7 .0 Standard Roof TopMech Unit Location 45°25'59.44"N Ss and S1=Mapped Spectral Acceleration Values 122°45'4.39"W SW 72nd Ave&SW Dartmouth St,Tigard,OR 97223 Ground Motion Ss 0.980 Si 0.424 Occupancy Category II Site Coefficients Fa 1.11 Site Class D Fv 1.58 Importance Factor 1.00 Height of Structure 20.0 ft SMS Fa* Ss 1.086 SMI FF* Si 0.668 Design Category(SDC) D SDS (2/3)SMs 0.724 SDI (2/3)SMI 0.445 Air Side HVAC FP MIN= 03 SDS IP WP ap 2.50 Rp 6.00 = 0.217 WP->*0 0.152 Fp- 0.4•ap • JDs •1 p C Z FP MAX= 1.6SDS IP WP 1+2 I R h ° = 1.16 Wp->*0 0.811 P z= 20.0ft ASD FP= 0.36 WP->* 0.7 0.253 Eq= 0.287W+0.2 SDS W W:Weight of Unit z= 24.0ft FP= 0.41 WP->* 0.7 0.287 • ASCE 7:10.Wind Force Standard :°:1*Mecb [nitindSpeed: 120 mph osure: BHeightof Structure 20'-0" assume Af<0.1 Bf::Force increasefactor x= 9 qz: 23.24psf : 0. 0 Unit Weight 740 lbs Gust: 0.85 Kd: 0.90 Unit Height 33" Cf: 1.30 1.00 Unit Length 74" x: 1.9 Unit Width 47" Curb Height 14" WP: 48.8 psf P: 497 lbs-ASD - 0.6*740lbs/2 = 100 Ibs Net Uplift NORDLING Proj. No.: 19-149 RED ROCK BLD C STRUCTURAL ROOF MECH UNIT ,,,i 1 v '`'Ne,; ‘ ENGINEERS, LLC LATIMER HVAC 6775 SW 111th,Suite 200•Beaverton OR,97006 Date:JUL 2019 By:JEN Sheet No.:Ll . I EQ -101 lbe A-. 140 140 lbs Height 33" Weight 740 lbs Length 74" RTU 1-3 625 lbs Width 47" Curb 115 Ibs i. Curb 14" 11%111P4rllii VEQ= 0.287*740lbs+0.2*0.724*740 lbs =2121bs+1071bs YEQ 212 Ibs T=212 lbs * (14"+33"/2)/47" + 1071bs/2 - 0.6*7401bs/2 C: 31 lbs =-31 lbs [O Net Uplift] is V=212 lbs (4) 'MH-FRC-HOLD' 16 Ga GALVANIZED STEEL BRACKET W/ (4) *10 x 1/2" TEK SCREWS TO ROOF CURB 4 (4) *10 x 1/2' TEK SCREWS TO UNIT BASE RAIL -ok- *12 612' o/c SCREWS FROM CURB TO FRAMING BELOW. -ok- NORDLING Proj. No.: 19-149 STRUCTURAL RED ROCK BLD C a ROOF MECH UNIT ENGINEERS, LLC LATIMER HVAC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JUL 2019 By:JEN Sheet No.:L2 . . A 0 MODEL NUMBER NOMENCLATURE 5"II, Position: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Example: 4 8 K C D A 0 4 A 0 A 5 – 0 A 0 A 0 ._ Unit Heat Type Factory Assigned 48-Gas Heat Packaged Rooftop 0= Standard 1 = LTL Model Series-WeatherMaker® KC-Standard 14 SEER Efficiency Electrical Options A=None C=Non-Fused Disconnect Heat Options , D=Thru-The-Base Connections D= Low Gas Heat . F=Non-Fused Disconnect and E= Medium Gas Heat Thru-The-Base Connections F = High Gas Heat L = Low Nox—Low Gas Heat M= Low Nox—Medium Gas Heat Service Options N= Low Nox—High Gas Heat 0= None S = Low Heat w/Stainless Steel Exchanger 1 = Unpowered Convenience Outlet Y R= Medium Heat w/Stainless Steel Exchanger 2= Powered Convenience Outlet co T = High Heat w/Stainless Steel Exchanger 3= Hinged Access Panels r . (Low Nox models include—Stainless Steel HX) 4= Hinged Access Panels and Unpowered Convenience Outlet r 5= Hinged Panels and Refrig.Systems Options Powered Convenience Outlet A= Standard One Stage Cooling Models B= Standard One Stage Cooling Models with Humidi-MIZero Intake/Exhaust Options A= None B= Temperature Economizer w/Barometric Relief Cooling Tons F= Enthalpy Economizer w/Barometric Relief) 04-3 ton K= 2-Position Damper 05 4 ton , U= Temperature Ultra Low Leak Economizer w/ 06-5 ton . Barometric Relief W= Enthalpy Ultra Low Leak Economizer w/ Sensor Options Barometric Relief A= None B= RA Smoke DetectorBase Unit Controls C= SA Smoke Detector 0= Electro-mechanical Controls can be used with W7212 D= RA+SA Smoke Detector EconoMi$er IV(Non-Fault Detection and Diagnostic E= CO2 1 = PremierUnk Controller F= RA Smoke Detector and CO2 G= SA Smoke Detector and CO2 2 = RTU Open Mufti-Protocol Controller H= RA+SA Smoke Detector and CO2 6 = Electro-mechanical with W7220 Economizer controller Controls.Can be used with W7220 EconoMi$er X(with Fault Detection and Diagnostic) Indoor Fan Options 0 = Direct Drive ECM Design Revision 2 = Medium Static Option –= Factory Design Revision 3 = High Static Option Colt Options-Round Tube/Plate Fin Condenser Coil Votta575/3/60 (Outdoor-Indoor-Hail Guard) 3= 208-230/1/60 A= Ai/Cu-Al/Ci — 5^-;?001-230/3/80 B= Precoat Al/Cu-Al/Cu 6='460/3/60 C= E-coat AI/Cu-Al/Cu D= E-coat Al/Cu-E-coat Al/Cu E= Cu/Cu-AI/Cu Note:On single phase(-3 voltage code)models;the F= Cu/Cu-Cu/Cu following are not available as a factory Installed option: M= Al/Cu-Al/Cu—Louvered Hail Guard - Humid)-MiZer N= Precoat AI/Cu-Al/Cu—Louvered Hail Guard - Coated Coils or Cu Fin Coils P= E-coat AUCu-Al/Cu—Louvered Hall Guard - Louvered Hail Guards Q= E-coat Al/Cu-E-coat Al/Cu—Louvered Hail Guard - Economizer or 2 Position Damper R= Cu/Cu-Al/Cu—Louvered Hail Guard - Powered 115 Volt Convenience Outlet S= Cu/Cu-Cu/Cu—Louvered Hail Guard cram 4 ` t 3 f STD. SNIT 40RIER C CGAIIA COARFA Wt7TE0 r.o.64r aee m3 goror<rt�s nE 6N1r[em a W61u carouna tlNtT HEIGHT 0E16N7 167 LBS fll LBS. tt) LBS. fDl CO.. *EMT TECNNOLD61C3 mNent,rt 1+61 atE;�4 6 Nr61 rxt[[n4 ea6ma r6.r r nlrtuigY n[u 44N6rw n ram I IGRAI[R nrtt � n 6rn a 41urntN nn rtrwor un�n e6[s Nwnl4rc rur NKgMNM[a 186. NO. LBS. NG. L80. RA. LBS. H. LRT. R0, z 11 nm•entd s n a r„,, 7 4360 04 460, 222. 120 $4 111 BI 125 56 135 61. 35 311 4607 243/4 16267 IS 741441 1564 05 544 246 136 66 126 51 142 64 146 66 36 3/4 1633) 243/4 76261 1B 74 74791 43W 06 537 210 141 64 156 76 156 71 142 44 31 1/6 13337 23 1/2 16611 20 716 15111 40*$1;17111175104 MD ACCESS [PREFER 0 1X[P00(11441 0ATA CAIAL06. CORNER A CORNER 8 L 6 elr3cT ' iii f -I- 115 c el CORNER 0 l 2 CORNER C RO a <c TOP d N ..i ..,i E___...........„, 0 IN C Z n I 0 FRONT .NUT out lI mom 486C 04-06I z a z 109-16-141 J COOLINGNWITH GAS HEATTRICAL 1 48NC000281 I .cu 03I l 48KC OPTIONS &ACCESSORY WEIGHTS OPTION/ACCESSORY WEIGHTS OPTION/ACCESSORY 04 05 06 I lb kg lb kg lb kg Humidi—MlZer1 50 23 50 23 55 25 ' t 1 1 Power Exhaust—vertical 45 20 45 20 45 20 Power Exhaust—horizontal 30 14 30 14 30 14 EconoMi$er(IV,X or 2) 35 16 35 16 35 16 Two Position damper 39 18 39 18 39 18 Manual Dampers 12 5 12 5 12 5 Medium Gas Heat 12 5 9 4 9 4 High Gas Heat — — 17 8 17 8 Hail Guard(louvered) 13 6 13 6 17 8 Cu/Cu CondenserColl2 37 17 74 34 95 43 Cu/Cu Condenser and Evaporator Coils2 75 34 112 51 165 75 Y Roof Curb(14—in.curb) 115 52 115 52 115 52 a7 cr Roof Curb(24—in.curb) 197 89 197 89 197 89 CO2 sensor 2 1 2 1 2 1 is Flue Discharge Deflector 7 3 7 3 7 3 Optional Indoor Motor/Drive 6 3 6 3 17 8 Motor Master Controller 9 4 9 4 9 4 Return Smoke Detector 7 3 7 3 7 3 Supply Smoke Detector 7 3 7 3 7 3 Non—Fused Disconnect 5 2 5 2 5 2 Powered Convenience outlet 36 16 36 16 36 16 Non—Powered Convenience outlet 4 2 4 2 4 2 Enthalpy Sensor 2 1 2 1 2 1 Differential Enthalpy Sensor 3 1 3 1 3 1 NOTE:Where multiple variations are available,the heaviest combination Is listed. — Not Available 1 For Humidi—MIZer add MotorMaster Controller. 2 Where available. F 4 1 i f(f 1 I 18 ROOF CURS * ACA A ROTES: L ROOPCURB ACCESSORY IS SHIPPED DISASSEMBLED. CONNECTOR PIM ACC GAS CONNECTION TYPE OAS FRTING WIRING ACOS$OR7OONVENIENCE CRRECURBW,Ab, 01481 1O DIMENSIONSINIR]A Nfrl TMWMME0.4 FOAM.44.Sny01RDE1d81TY. ROWER CONTROL FITTING FITTING aJRETWRAIO(:q�SO:CTOR M.ROOFCIRt&,e GAGE Sit£., CRBTMPWRODIADI THRU THE CURS 3/41EINPT CRRECURINCENH 2P - A ATTACH DUCTWORK TO CURS.(RANGES OP DUCT REST ON CURB). jB10j SSERNCECLEAPA/4 OF AIR FLOW EACH SIDE 311'(101 NPT ,l2•t,MNPT 1O(u.71 NPT 7.®1A wRECT10N OF AIR PLOtY. ORBSMMPWRR 3Mi THR/THE BOTTOM hit[127j APT S CONNECTOR PACKAGE CRBTMPWROOIA01 IS FOR THRU-TNECURS OAS TYPE . PACKAGECRBTAIYYRD03A0,IS FOR THRU-THE•SOTTOMTYPE OAS CONNECTIONS ,34" (44.61 I Mr1 . 11.93' -- `,,OP '137.7jROUE INSULATED 1134'pOS.63WIDE Yr 1 J ULATED DECK PANELS*. n.y •A" 21.741ba �-+ t SCPSNE,T,6JWDNi IQ r \ INSt2AT6DOECCPANEIIV g ..11. i .... ....... 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Omrre LOMMERNa_ NULixRu�O_ e� pNMtNi Nu1BEN {aW-0DT) TERRY-DM Rev A MATERIAL WA RIGA;NAB. SUPPLIED WAS 0402,13 MMC " q " 4870900427 WIIHaAxB - ,007888 Ream- - D 8 ntom REV RUC Den:,,, F. _ PEV010,1@pppD OATS IN ON. .PPII RAW. .NRRILEMISHI N new iMIHtlULOSEbAVl Mlf.011 MSS 1sinc4 p:58,PMC TSA MMC O .Z. 48KC