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Specifications -46c 2O2o-0o2r�f 73C{o sera/ Du2t1Rna RD. OFFicE CUPy STRUCTURAL CALCULATIONS FOR BUILDING H - SPEC SPACES 7340 SW DURHAM RD TIGARD, OR 97224 -- ROOF MECHANICAL UNITS -- vogaltztt ��� 0No NEfR /O 12 8� OREGON ✓O ✓64 15. M191'"' +C tiN . NOW'\ EXPIRES:12/31/20 Contents Details A-C D1 -D3 Gravity Calculations G1 -G2 Lateral Calculations L 1 -L2 Contact Person: John E Nordling,PE Enclosures El -E3 NORDLING Proj. No.: 20-073 STRUCTURAL BLDG H SPEC OFFICE ME H UN ITS ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200 Beaverton OR.97006 Date:APR 2020 By: JEN Sheet No.:COVER cz.) . *--' , -co,p , "VO-t vet. . "I , • '1 } li;/ . .A ' ' . 27-4 2. '' Varod 1 N (E14tlL j N e __ �____ _ 0 _ _ _____ -',L___ tSf,3./.�_. ucTu q11 _. 14''� U.rrz4� ) (—� 4 ® J: PROFS ' 74 F1IO A ... `G y i 28 ��° 187 5 t ORE ON / _.. A) fe,,,p, '�-t -c A�s ., 1/Y�i Y -__ l V �0 ✓`4 r t 5: �98� CyN . NOW' • EXPIRES:12/31/20 NORDLING Proj. No.: 20-073 SPEC OFFICE 6 i ve,4,44,60,,, ,Lill STRUCTURAL BLDG H-MECH UNITS ENGINEERS, LLC • PAC TRUST 8775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2020 By: 7EN Sheet No.: b -`(5-e- s 4 Gee _f_______ . Ar35 imp, ... IL, „5-3 . 0 ,.., • f , s,,,:c..,.,.,.r.4, yAir,,,,,,..., r0_14,04C4.1.1... CatftaW .4.. :,. . . G T 6 (�,r(� lc 4r. rifi !. ii El ::0‘...L. Let-iewn` 2wt1- - l rrarc.w rt'o, Orr 4. "�/(s f?o.df sf IZ d Nam-s Dix lxol `Le.. M. 4ri8 wiStt psos► 'V4to +c'A•GI4 C- v ,3 a 1,4, " i tM'Pt ol0 'J 4'<! ekt14 rs'IF 14 3(Mrsw,5 1 Llkt4" 1)4- L3-1. e,Y.' ' . S.t RU C T 1.10,1 4 . vc,0.0 PRO,' / �\S 01 NEF. (O ',187 - i y��, /y/_ �Q �I O' GON 6,4, fi. N0Rkvv\ EXPIRES:12/31 120 NORDLING Proj. No.: 20-073 STRUCTURAL BLDG H ME CH UNI S ENGINEERS LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97005 Date:APR 2020 By:JEN Sheet No.: 'Pa I iyh i 3 P MECHANICAL UNIT (4) STEEL BRACKETS W/ (4) "10 x 1/2' TEK SCREWS TO CURB E (4) 410 x 1/2' tEK SCREWS TO UNIT BASE RAIL �� CURB . UNIT BASE RAIL rMECHANICAL UNIT (4) 010 SCREWS �` , 4- STEEL BRACKET -- \ , V>1 I ALf CURB *- '12 WOOD SCREWS 612' o/c, LEVELING CURB (11i2" PENETRATION) TYP U.N.O. 4 CAS REQ'D) f _ 1 it_ _3 r J, , i I— 1 1( 1 a BEYOND III F-1 1 t 1 (E) GL GIRDER'.1L--J t119 PRO L N 12 NEeR /o r ' ',PEG* J Cc) 7DE I AIL 4'4, E. Nolo EXPIRES:12/31/20 NORDLING Proj. No.: 20-073 5 FF STRUCTURAL ICE MECH BLDG H-SPEC O FFITs ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200.Beaverton OR,97008 Date:APR 2020 By:JEN Sheet No.:D3 . . f �Nt7/— t a Cxf-Lh°, ..- K� .... :....; FI F .. ,t)sLw..GkhroS ® i ; sue. .a.., . r°I� -- -- . G 1' -- ..• .. . ... ? I F91/4 LerscM1 '2wlti - 1r4•4. 406. A.I. m!sAa 'Lit* kr 'c t Ott. 4 IIN . , 0 """:"tat'i>t'cIC`4?; S_ .T1-4 NI.7.4.'11 ii,.,.--4,,,,4, twil— , ( 4 ''.6 ) . , . / ... ( , - e Ce) 4- st. NORDLING Pros, No.: 20-073 OFFICE , STRUCTURAL BLDG H SPECNIECH UNITS J / ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200.Beaverton OR,97008 Date:APR 2020 By:YEN Sheet No.: 41 ti Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date:03102105 Page: MULTI-SPAN TIMBER BEAM DESIGN PBC•BUILDING G ROOF MECHANICAL UNITS A•(TL) B-(EXIST) B-(MECH) B-(COMB) GENERAL DATA - 1 - -3 4 5 - All Spans Simple Support?? : YES Spans Length ft : 7.75 24.00 24.00 24.00 End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 3.500 3.500 4.000 4.000 Beam Depth in : 7.25 15.25 15.25 15.25 - CALCULATED VALUES -OK- No Good! •OK- -OK- F'b•Modified Allow. psi : 1345.5 1679.7 1679.7 1679.7 fb•Actual. psi : 440.8 1783.3 49.0 1589.9 Fly-Modified Allow. psi : 207.0 207.0 207.0 207.0 fv(actual)* 1.5 psi : 28.9 84.4 3.9 77.7 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 : 13.5 241.9 7.6 246.5 X-Dist ft : 3.87 12.00 4.00 11.84 Shears: Left k : 0.58 3.36 0.16 3.52 Right k : •0.58 -3.36 -0.03 -3.39 Reaction @ Left DL k : 0.29 0.96 0.16 1.12 LL k : 0.29 2.40 0.00 2.40 Total k : 0.58 3.36 0.16 3.52 Reaction @ Right DL k : 0.29 0.96 0.03 0.99 LL k : 0.29 2.40 0.00 2.40 Total k : 0.58 3.36 0.03 3.39 Max.Defl.@ Mid Span in : •0.068 -1.189 -0.023 -1.063 X-Dist ft : 3.87 12.00 10.40 12.00 DESIGN DATA Le:Unsupported Length ft : 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 1170.0 1500.0 1500.0 1500.0 Fv:Basic Allowable psi : 180.0 180.0 180.0 180.0 Elastic Modulus ksi : 1600 1700 1700 1700 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 : 75.0 80.0 0.0 80.0 LL plf : 75.0 200.0 0.0 200.0 Point DL # : 190.00 190.00 LL # : X•Dist. ft : 4.00 4.00 QUERY VALUES r Location..... ft : 0.00 0.00 0.00 0.00 Shear # : 0.58 3.36 0.16 3.52 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,KW0609145L-A ASCE 7.10 Standard Roof Top Meth Unit Location 45°24'4.78"N Ss and Si=Mapped Spectral Acceleration Values 122°45'9.92"W 7340 SW Durham Rd,Tigard,OR 97224 Ground Motion Ss 0.963 Si 0.419 Occupancy Category LI Site Coefficients Fa 1.11 Site Class D Fv 1.58 Importance Factor 1.00 Height of Structure 20.0 ft SMs F"* Ss 1.074 Smn Fv* Si 0.662 Design Category(SDC) D SDS (2/3)SMs 0.716 SDI (2/3)Smn 0.442 Air Side UVAC FP MIN= 0,3 SDS IP WP ap 2.50 Rp 6.00 = 0.215 WP->*0 0.150 F 0.4 ap •Sos Ipl+2•� •W FP MAX= 1.6 SDS IPWP P Rp h) p = 1.15 WP->* 0 0.802 z= 20.0 ft ASD FP= 0.36 WP->*0.7 0.250 Eq= 0.284W+ 0.2 SDS W W :Weight of Unit z= 24.0 ft FP= 0.41 WP->*0.7 0.284 ASCE 7.10 Wind Force Standard Roof Top Mech Unit Wind Speed: 120 mph bTosure: 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 612 lbs Gust: 0.85 Ka: 0.90 Unit Height 33" Cf: 1.30 Kzt: 1.00 Unit Length 74" x: 1.9 Unit Width 47" Curb Height 14" WP: 48.8 psf P: 497 lbs-ASD T=497 lbs *(14" +33"/2)/47" - 0.6*612Ibs/2 = 1391bs Net Uplift NORDLING Proj. No.: 20-073 STRUCTURAL BLDG H C OFFICE MECH UNITS ENGINEERS, LLC PAC TRUST 6775 SW 11Ith,Suite 200•Beaverton OR,97008 Date:APR 2020 By:JEN Sheet No.:LI vE4 �'� 88 Ibs ��, 612 Ibs Height 33" Weight 612 lbs Length 74" Width 47" Curb 14" VEq= 0.284*6121bs+0.2* 0.716* 6121bs — 1741bs+88lbs vEa 1�4 Ibs 1441.1.10, T= 1741bs * (14"+33"/2)/47" + 881bs/2 C: 21 Ibs - 0.6* 612 lbs/2 = -27 lbs [0 Net Uplift] V= 174 lbs (4) 'MN-FRC-HOLD' 16 Ga GALVANIZED STEEL BRACKET W/ (4) "10 x 1/2' TEK SCREWS TO ROOF CURB 6 (4) "I0 x k/2' TEK SCREWS TO UNIT BASE RAIL -ok- "12 .012' o/c SCREWS FROM CURB TO FRAMING BELOW. -ok- NORDLING Proj. No.: 20-073 BLDG H-SPEC OFFICE STRUCTURAL MECH UNITS ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Deaverton OR,97008 Date:APR 2020 By:JEN Sheet No.: L2 EQUIPMENT SCHEDULE: _ _ HMS I.s PROJECT#: 11113.2 C2R1.:2M «o.euNenuo rP 44 n*n I. Ms SAG ua CM. An MA Al4A WA w.0 All Alm.3.0* w sso O. 5z 20-338 II 39.304 :3S39:o439/'1.*0r19:0+r.o41YAUNAT n 0166.0 539440943130191330391e1w11 w ey UNIT HEATERSCXEUULE: Si5ff. w m n wemla uom 1-1_ 2 EE .7, »�I .o..,o ' � � 1 1 ie ;m';'1 7. 11 u � f e 88 Wli soa€ a'3 ei =lal8 Bi CI 2i J q CO 1 SW72N0 AVENUE '°^'m"'' 0 `/ V'W1i Y1iWLI PERM IIEf 0vl 1° ill- u l I 1f ONSI ESET 0 ICI I I Bra. AS-BUILT SET Np e )) ��, %. V' "0/640-1— 111 2r , _ PACTRUSY O Q , ' �..wn.'ea`r7 PENSION: C e 0 e TCTBC I B II ••+1 SHEET NO. OSITE MAP W M0.1 NUTm SHEET NOTES: e..n.. iQ DEMD(E)ROOFTOP UNIT PROJECT#: 20338 (E)ROOFTOP UNIT TO REMAIN ®DEMO(E)UNIT HEATER LJJ Ufq U= g Ep lor 0' aiE eiE02 002 minO U' `s m """' ' 0 �I __- .� PERMIT SET ---` ONSITE SET AS.BIILLTSET PMCTRUST RENSIDN: a e a Iam SHEET NO, DEM•PLAN M1.0 155 RTU -1 & 2 Project:Stock Units 2019 02/25/2019 Prepared By: 04:27AM `/rW�-\f INAL pa COIL u iMI rl[II u mt a1141E.P 8"""TA c r [Ii9•Mt t9¢Fe i t SEGYRLII IJY LI Yf LL1 O EU 51010 EVIEY LOfLITWY IMI M t0Y1LR5 MILL M[t•Y[L46 p MP tlTMLVItl2 W t0111K(. STD.UNIT COAXER CORNER CORNER CORNER C.6. 1/4 DA W�+.••+r^^1°tl RUM tOmnO. UNIT WEIGHT I WEIGHT Cl/ WEIGHT IBI WEIGHT ICI WEIGHT ID) IBS. 56. LDS. KG. L85. NO. LRS. KG. LAB. KG... E Y HT INFCSII5 162 219 532 31 116 BS 128 58 125 51 37 SIB[BSA] E4 9/18 16241 iD 1/4 I411] 48FC•A15 549 246 138 63' 133 60 133 60 138 63 36 1/2 19211 23 3/3 15943_16 14311 48E00416 55i 252 142 64 136 62 135 52 142 54 36 1/2 19211 23 3/6 15941 1R 14511 48FC••17 60T 275 152 73 152 69 141 64 151 68 36 19141 22 1/2 15721 19 3/8 14921 ' STANDARD UNIT WEIGHT IS WITH LOW GAS HEAT AND WITHOUT PACKAGING. FOR OTHER OPTIONS AND ACCESSORIES,REFER TO THE PRODUCT DATA CATALOG. 1 r I BACK V Ri 2 1/2 WITH ECONOMIZER BACK [3183 F—. Y • . WITHOUT CORNER A ECONOMIZER ECONOMIZER HOOD CORNER B 1 OPTIONAL DOOR (OPTIONAL/ ' jI SWING eltiiirLiTti4i) O � .s � ff// ? i1HNNi, RIGHT — Y iNy�Ji ,l J, • • s _ CORNER I " • -- CORNER C LEFT TOP 116963 FRONT 1 1 NOTES: IIIIII� - i. FOR ALL MINIMUM CLEAGCES LOCAL CODES OR JOIISDICTIONS NAI PREVAIL. Z .it SEIiNICE WIIkCIEAIIANCE SEIINICE WIIIE OPERATED N C= SURFACE C4000IINE BARRER N@COWUCINE BAD CLEARANCE noc, 'L�' .-�-+ 1 T ODt: + FRONT 48 [1219mm] 36 (II4mm] a 1457mm1 LET 46 [1219mm1 42 [7067w6] 18 1457mm1 FRONT BACK 46 (1219mm1 42 [10670m] 1B 14570201 . BACK WfC00 38 [9140m] 36 [9142E] 18 I45720] RIGHT _ 36 [914mm1 36 [914mm] 18 1457mn1 TOP 72 (1829001 72 [18292m1 72 118290261 ITC CLASSIFICATION SHEET DATE SOPERCEOES 48FC 04-07 SINGLE PACKAGE ELECTRICAL REV U.S. ECCM:NSR 2 OF 3 09/07/18 06/22/18 COOLING WITH GAS NEAT 48TC003O93 A 1 co Packaged Rooftop Builder 1.49n Page 3 of 7 RTU -1 & 2 Carrier Ca/ Electric Heaters Time Guard II control circuit Carrier offers a full-line of field-installed accessory heaters. This accessory protects your compressor by preventing The heaters are very easy to use, install and are all pre- short-cycling in the event of some other failure, prevents engineered and certified. the compressor from restarting for 30 seconds after stop- ping.Not required with SystemVuTM controller,RTU Open controller,or authorized commercial thermostats. OPTIONS AND ACCESSORY WEIGHTS 48/50FC UNIT WEIGHT OPTION/ACCESSORY NAME 04 05 06 07 lb kg lb kg lb kg lb kg Humidi-MiZersSystem• 15 7 15 7 15 7 24 11 Power Exhaust-vertical 51 23 51 23 51 23 51 23 Power Exhaust-horizontal 39 18 39 18 39 18 39 18 EconoMi$ere(X,IV or 2) (35) 16 35 16 35 16 35 16 2-Position Damper 39 18 39 18 39 18 58 26 • Manual Damper 12 5 12 5 12 5 18 8 Medium Gas Heat(48FC units only) 9 4 9 4 9 4 15 7 High Gas Heat(48FC units only) — — 63 29 63 29 63 29 ' Hail Guard(louvered) 13 6 13 6 13 6 17 8 Cu/Cu Condenser Coil 37 17 74 34 74 34 95 43 Cu/Cu Condenser and Evaporator Coils 75 34 112 51 112 51 165 75 Roof Curb(14-in.curb) 95 43 95 43 95 43 95 43 Roof Curb(24-in.curb) 150 68 150 68 150 68 150 68 CO2 sensor 2 1 2 1 2 1 2 1 Flue Discharge Deflector 7 3 7 3 7 3 7 3 Optional Indoor Motor/Drive 10 5 10 5 10 5 15 7 Low Ambient Controller 9 4 9 4 9 4 9 4 Winter Start Kit 5 2 5 2 5 2 5 2 Return Air Smoke Detector 7 3 7 3 7 3 7 3 Supply Air Smoke Detector 7 3 7 3 7 3 7 3 Fan Filter Switch 2 1 2 1 2 1 2 1 Non-Fused Disconnect 15 7 15 7 15 7 15 7 Powered Convenience Outlet 36 16 36 16 36 16 36 16 Unpowered Convenience Outlet 4 2 4 2 4 2 4 2 Enthalpy Sensor 2 1 2 1 2 1 2 1 Differential Enthalpy Sensor 3 1 3 1 3 1 3 1 LEGEND — Not Available For Humidi-MiZer system,add Low Ambient controller weight. NOTE:Where multiple variations are available,the heaviest combina- tion is listed.