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Specifications RECEIVED MAR 25 2022 CITY OF TIGARD STRUCTURAL CALCULATIOFGDIVISION FOR Seismic Bracing and Support of Replacement Roof Top Unit Mugen Noodles - Nimbus Center 10155 SW Nimbus Ave. Suite 150, Tigard, OR 97223 FOR JNB Mechanical, Inc. 3315 NE 112th Ave. Vancouver, WA 98682 ALL COMPUTATION AND STRUCTURAL ENGINEERING FOR THIS PROJECT HAVE BEEN PERFORMED BY MYSELF OR UNDER MY DIRECT SUPERVISION. THESE CALCULATIONS ARE FOR THE ABOVE REFERENCED PROJCT SITE ONLY. THESE CALCULATIONS DO NOT APPLY TO SAME OR SIMILAR CONFIGURATIONS AT THIS SITE OR AT A DIFFERENT SITE,AND SHOULD BE VOID WITHOUT WET SIGNATURE. ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. THIS DESIGN IS BASED ON INFORMATION PROVIDED BY THE CLIENT WHO IS SOLEY RESPONSIBLE FOR THE ACCURACY OF SAME. NO LIABILITY IS ASSUMED OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. CT UR OFFICE CC �cti`' )1SGIlVEL� , � - CITY OP TIGARD,. 18,138 REVIEWED FOR CODE COMPLIANCE ���O$e4^v-' Approved: h1� OREGON y OTC. I l .4)q�e�iber 6, \ Ninth#:i YY3eoa-' t 9 n OS R A K Address: )Q 1 1 A I\l m hL S L11 — 03/21/2022 Suite#: 1 t� EXPIRES: 12-31-2023 By. Data: y 6- Associated' VALIDITY OF PERMIT Consultants, THE ISSUANCE OF A PERMIT ' BASED ON CONSTRUCTION DOCUMENTS AND OTHER Inc. Structural Engineers DATA SHALL NOT PREVENT TUG rnr F OFFICIAL FROM 100 East 13th Street •Suite 10 •Vancouver,WA 98660 REQUIRING THE CORRECTION Phone: (503)384-0460 • (360) 699-0607 OF ERRORS.OSSC 105.4 Page 1 of 15 DESIGN CRITERIA Code:2019 Oregon Structural Specialty Code Scope Scope of project is limited to: 1. Design of anchorage&seismic bracing of replacement roof top mechanical unit. Risk Category II Wind Speed (3 sec gust)- Ultimate 98 mph Exposure B Seismic 1.0 Site Class D Seismic Design Category D SS 0.86 ATC Hazard Map S1 0.397 ATC Hazard Map Sd1 Null ATC Hazard Map Sds 0.663 ATC Hazard Map LFRS: Mechanical Components constructed of sheet metal framing RP 6 Per ASCE7 ap 2.5 Per ASCE7 Equipment Operating Weights(provided by Client) 304+152 Existing Unit Wt RTU-2 Ton+Adapter curb =456 lbs =309 lbs 0 3/9/22,9:35 AM ATC Hazards by Location OTC Hazards by Location Page 2 of 15 Search Information -"- Hood Ri% Rockaway ° Address: 10115 SW Nimbus Ave,Tigard,OR 97223,USA Beach 167 ftnuver Coordinates: 45.4464972,-122.7899434 Garibaldi , 3 land w Tillamook Hil+sboroop o Elevation: 167 ft Beav non Gresham Mt Hood ?b Timestamp: 2022-03-09T17:35:14.497Z 3� i. i5 Government Hazard Type: Seismic © Camp Pacific City Reference Document: ASCE7-16 Go gte Map data©2022 Google Risk Category: II Site Class: D Basic Parameters Name Value Description Ss 0.86 MCER ground motion(period=0.2s) St 0.397 MCER ground motion(period=1.0s) SMs 0.994 Site-modified spectral acceleration value SM1 *null Site-modified spectral acceleration value SOS 0.663 Numeric seismic design value at 0.2s SA Sci *null Numeric seismic design value at 1.0s SA See Section 11.4.8 vAdditional Information Name Value Description SDC *null Seismic design category Fa 1.156 Site amplification factor at 0.2s Fs, "null Site amplification factor at 1.0s CRg 0.885 Coefficient of risk(0.2s) CR1 0.867 Coefficient of risk(1.0s) PGA 0.392 MCEG peak ground acceleration FPGA 1.208 Site amplification factor at PGA PGAM 0.474 Site modified peak ground acceleration TL 16 Long-period transition period(s) SsRT 0.86 Probabilistic risk-targeted ground motion(0.2s) SsUH 0.972 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value(0.2s) Si RT 0.397 Probabilistic risk-targeted ground motion(1.0s) Si UH 0.458 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) Si D 0.6 Factored deterministic acceleration value(1.0s) PGAd 0.5 Factored deterministic acceleration value(PGA) See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process.Users should confirm any nutnut Obtained fmm this tanl with the lnral Authnrity Havinn Jurisdiction hefnra nmreerlinn with desinn �� 30'-0`' ,r 44'-0" Paige 3 of 15 44 494 u� ay'tV ice - d , i ' s,="� it ,1 d. e — \. - r \ ate w ; I tt o _.._-- •------_...- ,.EDIT^- 1 -� • -- - O ...o.� Mitre �' g A /, (E)GL 5 1/8"x 27" 1 (E)GL 5 1/8"x 21" (�k! ---r te i, 1,s..4. �}� (E)4x16DFSS@8'-0"oc �' r �, �? 0.` jrnz�n� i ;,d• 4 A W N (E)RTU's O' fz TO REMAINi '', - . IN (E)GL 5 1/8"x 25 1/2" 4is! (E)G x 22 1/2" ,;" , �;*�V• , 'N . \ii ' Z 4 i - 0. vi \: . . (E)4x16 DF SS @ 8'-0"oc ®3 �`i N N , ACEMNE t g I� 4 T= 3041bs] • , 4 - i= r.o.,,r,37, ,,- 0'iN4_ ,_____. ..,....0m....t vizs,.., 0 _. , , ', L _ , 0 4 cEj GL 5 1/8"x 13 1/2 (E GL 5 1/8"x 30" Ctl 't ,, - \/,.\„1 4-4 (E)4x16 DF SS @ 8'-0"oc o. t , v . ,,,,,k ,..., . . (E)RTU's i 4 N. pii, ,., TO REMAIN 0 . . z,,„,,..,,, ,,,,,,_,, ,. , -a ,,,,q,,,;,,-',.. ,(1.4...1 o . —11i- . ' , Q--U ; ©r :.1 �- Y 3 s • 0 i\ A A. 43 ! r ' s —� - p�zrr�/;y' r1ar1 '`go° * N ti Li)'o,J i w I ,\ • f O i • 4- . t rnz+rd a a yOrt, `d °1 ®3 •a ,c07 , o • % \ . S®� f `. j4 .- r tw' �nody . . n SL�I„ 1a 9cl ° 1 .N.'PIq_ ?Nil 14.7.144 - \ . ;3 Y Page,4 of 15 (7'1 Pbcyt-- 7-61- ""1 — C__11C_IC— 11M1MirEp___ 02 / (JA) . , .6(.0.. h 0 cit_s50,a,t.t5b) ! E ' - Pcf> DEPb : . i i i 1 : 1 6)64. .. mitTEAAL_ •.g psF , e, . : 1 pylAioD.. . ..i : 2.it. ..... . . psi; I Psi e oar . i Glll/0 °oF 1;k9Su r7 2o : : , s� _ . N►, c -r + / O f' lib By: ffProject Job No. Associated Replacement RTU Anchorage&Support-Mugen Noodles 22-1 23 Consultants, Loojct Date 10155 SW Nimbus Ave Suite 150,Tigard,OR 97223 Inc. Structural Engineers Client Sheet No. 100 East 13th Street •Suite 10 •Vancouver,Washington 98660 Portland:(503)384-0460 •Vancouver:(360)699-0607 JNB Mechanical Inc C Page 5 of 15 (re 4')c(6 pu i. . i .. .... .... • • i)J L1 sP .'•e ,. ,• ti,u , ,qcf.cp . : . . , ... ,,,,,,,,, i ; : . : . : .. • . . .5.q-.1 , • LiS / 6.. 4r�5 x 1 4 • • • • BY: Project Job No. Associated Replacement RTU Anchorage&Support-Mugen Noodles 22-123 IC Consultants, Location Date 10155 SW Nimbus Ave Suite 150,Tigard,OR 97223 Inc. Structural Engineers Client Sheet No. 100 East 13th Street •Suite 10 •Vancouver,Washington 98660 Portland:1503)384-0460 •Vancouver:13 601 69 9-06 07 JNB Mechanical Inc Project Title: Associated Engineer: Page 6 of 15 IC Consultants, Project ID: I I nc Project Descr: .%wereEnynees 100E 13h St•Suite 10•Vancouver,WA 98660 Phones:(503)384-0460•(360)699-0607 Wood Beam Project File:22-123.ec6 LIC#:KW-06016028,Build:20.22.2.9 ASSOCIATED CONSULTANTS INC. (c)ENERCALC INC 1983-2022 DESCRIPTION: (E)4x16 Purlin Check CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set: IBC 2018 Material Properties Analysis Method: Allowable Stress Design Fb+ 1,600.0 psi E:Modulus of Elasticity Load Combination IBC 2018 Fb- 1,600.0 psi Ebend-xx 1,600.0 ksi Fc-Prll 1,100.0 psi Eminbend-xx 580.0 ksi Wood Species : Douglas Fir-Larch(North) Fc-Perp 625.0 psi Wood Grade : Select Structural Fv 170.0 psi Ft 950.0 psi Density 30.590 pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(0.126) D(0.096)S(0.2) II b o S v b A 4x16 Span=23.570 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D=0.0120, S=0.0250 ksf, Tributary Width =8.0 ft, (DL+SL) Point Load : D=0.1260 k @ 4.0 ft, (Replacement RTU) DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 1.000 1 Maximum Shear Stress Ratio = 0.465 : 1 Section used for this span 4x16 Section used for this span 4x16 fb:Actual = 1,840.57psi fv:Actual = 90.96 psi Fb:Allowable = 1,840.00psi Fv:Allowable = 195.50 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 11.699ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.844 in Ratio= 335>=240 Span: 1 :S Only Max Upward Transient Deflection 0 in Ratio= 0<240 n/a Max Downward Total Deflection 1.267 in Ratio= 223>=180 Span: 1 :+D+S Max Upward Total Deflection 0 in Ratio= 0<180 n/a Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN Ci Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=23.570 ft 1 0.425 0.206 0.90 1.000 1.00 1.00 1.00 1.00 1.00 6.92 612.19 1440.00 1.12 31.49 153.00 +D+S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=23.570 ft 1 1.000 0.465 1.15 1.000 1.00 1.00 1.00 1.00 1.00 20.81 1,840.57 1840.00 3.24 90.96 195.50 +D+0.750S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=23.570 ft 1 0.833 0.389 1.15 1.000 1.00 1.00 1.00 1.00 1.00 17.34 1,533.46 1840.00 2.71 76.09 195.50 +0.60D 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=23.570 ft 1 0.143 0.069 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.15 367.31 2560.00 0.67 18.89 272.00 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+S 1 1.2669 11.785 0.0000 0.000 Page 7 of 15 Mechanical Unit Lateral Force Analysis Model: RTU-2.0 TON Unit Specifications Weight 'Wu' = 304 lbs Curb Length 'L' = 48 in Height 'he' = 20 in Width 'B' = 32 in Weight 'We' = 152 lbs Height'H' = 44 in L L' (' ,:LONG DIRECTION i z a UNIT ELEVATION VIEW H S4 UNIT PLAN_ IEW 0 CURB h h Equipment weight 'Wp' = Wu+We= 456 lbs Equipment height 'Hp' = H + he= 64 in Seismic Force Analysis SOS= 0.663 g Average Height of Structure 'z' = 20 ft Ip= 1 Anchorage Height in Structure 'h' = 20 ft Rp= 6 a = 2.5 C2p= 2.5 Horizontal Seismic Force Per ASCE 7 Eq 13.3.1 � 1 FP= 0.4xapxSdS 1+ 2 x z x WP I � J p J Fp= 0.4 x 2.5 x 0.663 x 1+ 2 x 20 x 456= 151.2 lb 6 ` 20 1 Page 8 of 15 Minimum Horizontal Seismic Force Per ASCE 7 Eq 13.3.2 Fpmin= 0.3xSdsXIpXWp Fpmin= 0.3 x 0.663 x 1 x 456= 90.7 lb Maximum Horizontal Seismic Force Per ASCE 7 Eq 13.3.3 Fpmax= 1.6 x Sds X 1p x Wp Fpmax= 1.6 x 0.663 x 1 x 456= 483.7 lb Vertical Seismic Force Per ASCE 7 Eq 13.3.1.2 F,,,= 0.2XSdsXWp F„s = 0.2 x0.663 x 456= 60.5 lb Wind Force Analysis V = 98 mph Wind Speed,See Design Criteria Page KZ= 0.62 Exposure B ASCE 7 Table 26.10-1 Kd= 0.85 ASCE 7 Table 26.6-1 KZt= 1 ASCE 7 Figure 26.8-1 Ke= 1 ASCE 7 Table 26.9-1 qZ= 0.00256 x KZ x KZt x Kd x Ke x V2 Wind Velocity Pressure ASCE 7 Eq 26.10-1 qz= 0.00256x0.62x1x0.85x1x98 qZ= 13.0 psf Afi= L x Hp = 48 x 64 = 21.33 ft2 Vertical Projected Area of the Unit in 144 Short Direction Afs= B x Hp = 32 x 64 = 14.22 ft2 Vertical Projected Area of the Unit in 144 Long Direction GCrh= 1.9 Product of Gust-effect and Force Coefficeint for Horizontal Wind Force GCry= 1.5 Product of Gust-effect and Force Coefficeint for Verical Wind Force Horizontal Wind Force in Short Direction Per ASCE 7 Eq 29.4-2 Fhsw=Z x GCrh x Afi = 12.96 x 1.9 x 21.33 = 525.2 lb Horizontal Wind Force in Long Direction Per ASCE 7 Eq 29.4-2 Fhlw= qZ x GCrh x Afs = 12.96 x 1.9 x 14.22 = 350.1 lb Vertical Wind Force Per ASCE 7 Eq 29.4-3 Fvw= q X GC„xLxB = 12.96 x 1.5 x 48 x 32 = 207.3 lb 144 Page,9 of 15 PIDO I'' /op lulu ri —I. PA-)6-to lig 1 Ck F- ; • • —/1 UA) • r� CILI ✓ a. '` ...........................`........._........................................ IV 71: •501,1 . • • , rit. i ...I ... . .,,,,,.1 / • .. jjrvc 1 ttif fl • . Upc,-.1Fr IfIrr F--4' H g0k----- Ca-61 I --7 2,a5).! 1 / e + `. . • • • •T T (p.44- / ^ 32 I s i 1 ''AA II V I ; f.92. )c2)0(.9.6 --t- (o. 4 x554 --la 41.1.2eq-!) :• Liol ! ,i,, «3 62) •PA lja'?OP * YiArT5 fl . giDO ! :u 1:-1 .1- 1 ff..:k A,oatoR....- 4 4$/ r , cr 'te -' Pa& AP R- - '52j.5xa4 1. = 9 • E pfie,) • By. Project Job No. Associated Replacement RTU Anchorage&Support-Mugen Noodles 22-123 E Consultants, location Date Inc. Structural Engineers 10155 SW Nimbus Ave Suite 150,Tigard,OR 97223 Client Sheet No. 100 East 13th Street •5uVe 10 •Vancouver,Washington 98660 Porthnd:1503)384-0460 •Vancouver:(360)699-0607 JNB Mechanical Inc 1 Page 10 of 15 .e.- 1 4.-(i0e1416PME'F : 1 / ` M � � !)-Przogiql)6HAs1 p-F-I)--1 r. -e). P A 1 r-z' A :r 7 • RiL ) To HAPA112=iA, Pr c) /0 R 4116A,-- i --LS R6E/S7F-:- 1 . P2y i : -7-.1 i g4fr.' C �1 ....... ....:.... (s) 0 -- 78041••6(i•D' ••1•••• ---.... ••••1-- -- - --V(3)4/0 � ► 3 _ g 13: �. 1.6c.-pe4--FIAPG• • i- - = pq p .1- s'3;b&) • 1 (6 - 45 ag > 16� eau /-e QOl3,)d J bgb tad.cuRg • I a) E ,. .A.F-4--S u! 1 fri:4-(1-L- ix71- , .7._ pidezA . 1 i : . . i 1 . . . . ,, By: Project Job No. Associated Replacement RTU Anchorage&Support-Mugen Noodles 22-123 CConsultants, Location Date Inc. Structural Engineers 10155 SW Nimbus Ave Suite 150,Tigard,OR 97223 Client Sheet No. 100 Fast 13th Street •Suite 10 •Vancouver,Washington 98660 Portland:(503)384-0460 •Vancouver(3601699-0607 JNB Mechanical Inc t Page 11 of 15 (IF' ) , • • .. .......... �� la % • • • . (0 g 16/3 -)4.....g...1.-14n, 1 , • • • •,•(0••••rtert..... 62.1?2,1z.i........ .6n , • • • • he ' d ... • (10 Ifa2c • r il r 6A- h/ 1 i.1 ! • (32.. /o ' YZ- ijJ1, 6d40 ••k- 4 • • • • • • • • • • • • By: Project Job No. Associated Replacement RTU Anchorage&Support-Mugen Noodles 22-123 CConsultants, 'Action Date Inc. Structural Engineers 10155 SW Nimbus Ave Suite 150,Tigard,OR 97223 Client Sheet No. 100 East 13th Street •Suite 10 •Vancouver,Washington 98660 Portland:15031384-0460 •Vancouver:(360)699-0607 JNB Mechanical Inc Page 12 of 15 2T Project: -Untitled258 08/03/2020 Prepared By: 02:12PM 2T Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Packaged Rooftop Builder 1.52 Page 1 of 7 Page 13 of 15 Unit Report For 2T Project: —Untitled258 08/03/2020 Prepared By: 02:12PM Unit Parameters Dimensions(ft. in.)&Weight(Ib.)*** Unit Model. 48VL-E240403 Unit Length. 4'0.1875" Unit Size 24(2.0 Tons) Unit Width. 2'8.625" Volts-Phase-Hertz. 208-1-60 Unit Height 3' 7.75" Heating Type- Gas "' Weights and Dimensions are approximate.Weight does not include roof curbs,unit packaging,field installed accessories or factory Duct Cfg_..________Vertical Supply/Vertical Return 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-E240403 Rooftop Unit 1 Base Unit Packaged Rooftop Builder 1.52 Page 2 of 7 Certified Drawing for 2T Project: -Untitled258 08/03/2020 Prepared By: 02:12PM 16n £04010ICPL :Air IT umNCI+n IRINN 4E4114 OF 0NAO113 111NR :EM0CTEE]STICS L9 10 "A• I I 0841.1-111101I910+C60!30 2691230-1-99 331 '38.0 13-314 1111 27-11/16 979.1 1.5.51t6 398.9 19-11116 118.5 4841-1113S3rC101064130 218/130-1-IC 314 .57.0 45-3,4 1162 22-13116 919 A '.5.5116 348 9 15-11116 III 6 9-15f16•+-21-R116-7" f-151.6+- 4841.r-!11C3604661010113151611 268/239-,-60, 2081239-3-44, 466-3-69 3.1 .38.3 S1-9,1 1315 22-13116 571.E '5-5116 399.E 16-3.9 422.3' 1252.0 1911.r1 1232 Al 3-7/11 COPIFI*FRET L844 Cu 31 AN 00412.3E 1 .. •T •• •P 1e Ilir 24 rMrzf6 lS.41 I9.1 PIAf1.i 1:.2 306.E 183 t6r3311. 1 8Ili1PA11111 SuPPLY 0f SC 218r230 59.E 22.9 II 2 39.:166.6 15.E 11r.6 :3/ 36 29812391160 52.1 23 2 49 9 31.1 191 1 VI 122.2 55! ^PTIMIL',7 •r 0P11001311 IIP.JPY 1 AP", I I1-11111 0•EN1►S MF31Y0 1 } 6 Ai 1 a7 i MOO CMLO=TO CCM91I I VOL ill ---1 I 3-3114 IINIES INN] woos con.--/ . .� r161.91 TOP Or SNIT... .... ... ,,t/t3S5.61 ; *� PUCE SIDE 0r Ott.,.. ... .... .. 2 155.61 } SIfi SID05OfE ... 14[155.61 .. 4017011 0f UNIT _._ .1n t12.71 4 ILRE PAREL.... f3.. 1192 11 -f� •• KI f (11*4.INN] CUIDEASZIL 6[TI£[N UY[Tf,ApER ENTPr SIOE... .... ..12 C1966.61 / riff AO 3N0908N(E0 989FACES,PORER ENTRY Stn. .. -34 1414.91 1Y9000 COIL TOP W08 COIL 66II 269 30.00E Cl C9CRER 1•ILLS 219 OnER .. K 811UIf0[6 Sl#0KER,P08EP[6T8.8I 6[ 17[I D88.8] MUM CUOMOPal 01411111101 MD MN= INCHES IMP] SOAP,COIL ACCESS 6ICE .. ... 36 1911.11 708EA EPT8 s13F .. 12[1996.81 IEICEDI r0R NEC 0E381E1E0(Sl lir 6NIf ro' .. .. ,. 18 C12"f.7) SISE 7r009ITE 38CTS. .. .. 1f t9.1.91 DUCE d6EL... _.. .. _ .__ __ ... 12 ISED.SIN 40164N6.913nKES:IF 311I1 IS ME D LESS 1NAY 12 1102.8E r0CN NCL 11-119CIA] 2-1181 r U6 71 I' Er51EY,E1EN MIEN DFR8ONYA0CF NAME Cd110NI1EC 1 .5 . C1'93 91 ~++1-1r2 MIEN _ C•12 61 3INENSICNI IN I1 ANE 1R NN !""""I ' t-- .. CEEE'u":LEL 111111111111111 "I""'I 1II i ruiiuumimuiir . 11, / ,.r11.I7II6PAFYTN0 11111111111� I � .2. 1- P N. ! 1 L721 6] 748•[E2.[ T9CL ENTR�� ,�- 1 } , e UT- PETePN E1 }II` ` OPENING 3.5,3 r - 5 ._. 11-15/16,5-fre 1,I 1f1 t] // I!-f1.6 0916.1E 11f6.9]16.3r16 Ili mi a• � 2/} - [363 F] 0258.6E ` 1•928 .0= ALM1 ij /;- •I i• •1 \`\ I. :1 l It xst. o• ❑66 71 c11�-__ _ - 12•I S:1L COIIPP[SSOP-� -6LMEl R-13n6 \ 31"6 13/S.1] %119 r--�. AAN[l I171.r1 I,r•II?rl Y P T G.81 tt I3N GAS ENnr 1i (IQ (01 33 RS 7 6-1110 [Si!1 [81 51 f-b6 21-6J8 8-T18 ~ 38e1R CURE L1r20.87 1-19216 0259.8E I5e1.31 17(3 81 -A T/81'12]121 Drip LEFT SW VEW FRONT VIEW I44.6I RIGHT SIDE VIEW REAR VIEIV p' 48VL500404 - is Packaged Rooftop Builder 1.52 Page 3 of 7 • OPTIONS: DIMENSIONED AND TOLERENCE°PER COO YIASP.953 REVISIONS INSULATED PANELS (WHERE REQUIRED) REV, DESCRIPTION DATE APPROVED 1"1-112LB DUCT INSULATION (R VALUE 3.85) I INITIAL DRAWING GASKET PROVIDED WITH CURB Attn:33 13/16" Tag: Z2R. I RETURN #11111b. 12 1/4" -A.— Approval:O./fr.- ilf / SUPPLY 2 1/4"-A— r— —1 �2 1/4" 7 5/6" \` -I EXISTING C 111 4,11 URB 7 - 413/4" - .—za" _ INSULATED fi \ IIII COVER F20"—A- 1 I -►—2 114" 22" T X 1 461/16" I - 305/6" '-i r 'i" I 415/16" •E • J 2C + � t J li 5 1116" I —� 1- 45 1/2" 67 1/2" THIS DRAWING S THE INFORMATION CONTAINED APPROVALS DATE Ins/Pas•un P EREIN IS THE CONFIDENTIAL.PROPRIETARY w"•• lubben B/'brt020 1586200-CM1-1-4766-4021 cc INFORMATION OF CRYSTAL DISTRIBUTION INS„ S MAY NOT BE USED OR REPRODUCED c"ene•. a Material:18 ga.G-90 Galv Steel TTHE APPROVALOF CRYSTAL DISTRIBUTION INC ALL PIO ALL RIDHTs RESERVED DIMENSIONS ARE AS FOLLOVJ5:1.ee In 12EAe mmj ExistingCurb Oversized by:1.5 Inches VERIFY EXISTING CURB OD �'� CURB wEloWATE vp till Y 'VERIFY SUPPLY AND RETURN OPENINGS �, Cont�et us LIMB vrEIOH!(LBS.) 'NOTE ANY CHANGES rzzA4. j.I ,a'wvrw,ellicurbs.com 1 O Operational Height(Raise unit by):25 Inches 'CALL WITH ANY QUESTIONS - —. or '-'1')'FAX BACK IF DRAW ,,ING IS OK AS IS _ li ..�.-�.-. 1.888-214-7001 151.58 _ u. 1:16 (,.s. 1 Al 4 _ r.-11 OFFICE COPY 1E..Ce STRUCTURAL SKETCHES MAR 2.5 2022 B pF TIGNK�N FOR GI w1�DING DNIS10 Seismic Bracing and Support of Replacement Roof Top Unit Mugen Noodles - Nimbus Center 10155 SW Nimbus Ave. Suite 150, Tigard, OR 97223 FOR JNB Mechanical, Inc. 3315 NE 112th Ave. Vancouver, WA 98682 ALL COMPUTATION AND STRUCTURAL ENGINEERING FOR THIS PROJECT HAVE BEEN PERFORMED BY MYSELF OR UNDER MY DIRECT SUPERVISION. THESE CALCULATIONS ARE FOR THE ABOVE REFERENCED PROJCT SITE ONLY. THESE CALCULATIONS DO NOT APPLY TO SAME OR SIMILAR CONFIGURATIONS AT THIS SITE OR AT A DIFFERENT SITE,AND SHOULD BE VOID WITHOUT WET SIGNATURE. ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. THIS DESIGN IS BASED ON INFORMATION PROVIDED BY THE CLIENT WHO IS SOLEY RESPONSIBLE FOR THE ACCURACY OF SAME. NO LIABILITY IS ASSUMED OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. co 44 `rfo�G 18,138 .�� OREG0 RA K A 03/21/2022 EXPIRES: 12-31-2023 Associated Consultants, Inc. Structural Engineers 100 East 13'"Street•Suite 10 •Vancouver,WA 98660 Phone: (503)384-0460• (360)699-0607 t tit itit IP- v C T U 30'-0" ,M 44'-0" ;ix p • Weil i;z-au c18,138 •�, rI i _7_,7,..90,44.„,„..,,, ... (,,,t-li) ,,,_4__, 1„� a OREGON - .� 40 a I ® ember 6, 14)1�' __ rglry rr37�ey k m �h'A K p, 3 II 03/2 u2022 a(E)GL 5 1/8"x 27" '(E)GL 5 /six 2. a n i- z 8"x 21" t EXPIRES: 12-31-2023 _ \ I,` r 11!)t ,.. (E)4x16 DF SS @ 8'-0"oc r r n '1 c 9' G,Tr er E RTV i 0 'v �Qi TO REMAIN 1, (E)GL 5 1/8"x 25 1/2" (E)GL 5 1'8"x 22 1/2 A' \i' z i�. p ACEIvINE (E)4x16 DF SS @ 8'-0"oc i " 'rt If N;,, .\ a �j�, T= 304 lbs] `,` �)GL 5 1/8"x 13 1/2'; (E GL 5 1/8"x 30" ` , (ri -! t ......11 /i \ / 1' (E)4x16 DF SS @ 8'-0"oc i I o (� )RTU's `) 4' ' N —O REMAIN g \ , 1 1 - €1k-- \I( \0. C ' Is (� \ I i' I h ,i‘ I N,______,,, ..„, ,„,..i ..,,,,,,:,, _ a t • • ©4 h� �� 4+lr 1• �v x s . lj � c. i ::::ft HI.4 6Yk C3 ji4J : N\\ -T _...(D ri„i-s-z1,,q/: -rr • t* N "( i z Laxol, 1 r :7,„7:„,,,1 ---- ;, 0 1 , -r d 1 J . 1' r i ESL)4,,,g4 -1�' �� LI X �a-ar 1 4'' ?r117 N.i_'dl,1 ,s'i1/4vcTU9 '9 co .01) PROpio, e• ‹rci.:‘ IN - 18,138 .r, OREGON ,<;;; lb 46) N.ber 6,19 \ h'AK to". 03/21/2022 I I EXPIRES: 12-31-2023 UNIT PLAN VIEW I I �— (N)ROOF UNIT (6)#12 SDSM SCREWS EACH SIDE OF CURB 16ga x 6"x SHOWN w/ (8)#12 SDSM SCREWS (4 TOTAL LOCATIONS 1-AT EACH CORNER 01 THE UNIT) NEW ADAPTER CURB (2) 16 GA x 6"x 0'-8"EA SIDE EXISTING CURB w/(3)#10 SDSM SCREWS TO (E)CURB&(4)#10 x 22"WD EXISTING ROOF SHT'G SCREWS TO ROOF FRAMING _ II (E)FRAMING AT THE PERIMETER OF(E)CURB B ROOF TOP UNIT SUPPORT DETAIL 1FFICE COPY 2T Project: Nimbus Updated 8-13-21 08/13/2021 Prepared By: 07:28AM RECEIVED MAR 2 5 2022 CITY OF TIGARD 2T BUILDING DIVISION Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Packaged Rooftop Builder 1.59 Page 1 of 7 Unit Report For 2T Project: Nimbus Updated 8-13-21 08/13/2021 Prepared By: 07:28AM Unit Parameters Dimensions(ft. in.)&Weight(Ib.)*** Unit Model. 48VL-E240403 Unit Length' 4' 0.1875" Unit Size. 24(2.0 Tons) Unit Width: 2'8.625" Volts-Phase-Hertz* 208-1-60 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-E240403 Rooftop Unit 1 Base Unit Packaged Rooftop Builder 1.59 Page 2 of 7 • • Certified Drawing for 2T Project: Nimbus Updated 8-13-21 08/13/2021 Prepared By: 07:28AM UNIT ELECTRICAL OW if war BEIGET 1N/NY CENTER OF Gtl6r]7T IN/YY C1114KTERIITI(5 LB RI v 3 I • 4641(-/00I221,016/010130 206/250-1-60 306 134,0 13-311 II11 22-13/14 571.A 15-5/11 360.9 15-11/11 396.5 169L/-/NIC36106tl116tl130 206/230-1-40 334 152.0•03-3/1 1,/7 21-13/11 5/1 A ,5.5/19 3003 9 15-13/16 III I -..• a-15/+6 21'9I11-r 9-1521A»- 16911-/NIC36,tl60/010113/5f670 2062230-1-10. 204/230-3-43.461-3-10 369 151.0 51-3/1 1315 '22-13/16 5T9.4 15-5/16 301.9 19-5/6 122.3 US?13 154'/I (252.Al 3.7/16 CORIIEA K16Mr 16116 tel 31 * *IT 3600226E .2• 9• •1• 7-v. -It7, 201/230 11.1 2/.1 WS ILI II.? VA ,8., n.3 [2-3 -�I1:0 • s-�-rtr 70 iott2A 30.1 2i.1 n.i Ill+00 a As.7 ni.6 fi! 10 36 tI 12B,1H 57.6 II31 13.e 3t.1+N 1 O,5 122.2 53 A 1 I ONTIOx0l. 7 J>ii 1l') It7O1X All ., ''I'L' it• 1696.1 6 I OPEx[IY, [-1/1 C6'C•[lu• i1 a 1 f h 11 i 4„0 - ` OE®QE ANI=TO CONIJOBLE NE *- 7-3JIS INCHES INC DIF700W COIL -'- J �(6t/1 T O(Urlr . 11 135511 0-ICI S10E OF All • (50 11 t • •_ SIDE OR OOSITE DM. ... .... 11 1355.61 '11. J r t 401-04 OF JNIT tri I't.71 36 WA Al .-- - 1112 Al IBC�® MR E GEFEl [I k, f . (NC1(E9 1M] 3F1RECx Jr!(S.POPEA[rTPr SIDE 11 19C14E 61 \ uxlr AND 9 1x rGRO0E7 SOIFKE3.P0PEMTER ET SLOE. .31 /111.01 INDOOR COIL/ `--OUTDOOR COIL NIT A0B BLOCK 0t CONC8EIE PALLS 160 OTXCR TOP VIEW GR00R4E0 5XP{0Es. rpER EC.4I11 A7 OM 11 MO ND CSSBMOM FM 07e4Xo1 NO MOM INCHES Iw11 Frw COIL RCM SIDE Si 11,4.41 POOER MR,116E 12 DUCE /ERCEPT FOR NEC 1E0II1E8E8T61 NIT Mt . . 66 C1211./1 * SIRE 041105(7T 910C14 _ .:. _ 36 I14 O1 NCI RAMEL.... ... ... '2 1314.914 4611160 DIST/ICES:IF 111111-IS PLACED LESS TH16 ,2 C366 III 110 DLL ('31-1 9tl:,111 2-5/e 1, C1'91.61 6160E8,TOC2 SISTER PERFO*UOCE NAT8E COMPONISEO. (II 11 f Ir !1 -1/2[1t1.17 ]INENSIC4.II[1 AAE[N L. liunini 6 • ACCESSIPANEI �I'I'n oniII IIiiiiiiooiiiiiiii' 1 IiHIHHI. �I. 6 i.e•I22 21 6REX ENTRT iiHHHIiHiF 111 / / it;;;..., (7 111 EINBTRY \ -- I103.I1 [V•• a • m {If F WC ,�PErI+' 1 III !-!'1 \ .,. 11 1SI16 15-Sr6 I: II. [17 11 �� _�• IA-5/t6 INC 1] (116.1]10-3/16 I,1 • L tt\` 1 [363.61 [750.67 Y 7-3/6 12-13J11 CONIRLS LOWER -13/11-+' i \ 3/.1 [375.11 PArEI •,• R2N[L 132t.21 \Irt• (12.21 N P T CA.11 3-7116 31-5/6 1/-1J,6 2-1/16 GAS EMS I61.31 121 n *,.7 I127Ltl (52 AI 9-7q 21-5/1 1-7/8 14414 O/TLET 1-,5n6 1250,61 I5H.31 1250.61 i/(te'1I1211414 LEFT SIDE VIEW FRONT VE w u1.03 RIGHT SIDE VIEW REAR VEW P 48VL500404 _ t I, r 6 Packaged Rooftop Builder 1.59 Page 3 of 7 1 I. Performance Summary For 2T Project: Nimbus Updated 8-13-21 08/13/2021 Prepared By: 07:28AM Part Number:48VL-E240403 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 208-1-60 Air Discharge: Vertical Fan Drive Type Direct Actual Airflow _ 823 CFM Site Altitude- 0 ft Cooling Performance Condenser Entering Air DB: 95.0 F Evaporator Entering Air DB:_ 80.0 F Evaporator Entering Air WB: 67.0 F Entering Air Enthalpy 31.44 BTU/lb Evaporator Leaving Air DB. 60.4 F Evaporator Leaving Air WB: 58.3 F Evaporator Leaving Air Enthalpy' 25.20 BTU/lb Net Cooling Capacity: 23.09 MBH Net Sensible Capacity' 17.46 MBH Total Unit Power Input' 2.00 kW Coil Bypass Factor: 0.032 Heating Performance Heating Airflow: 823 CFM Entering Air Temp: 70.0 F Leaving Air Temp: 107.1 F Gas Heating Input Capacity: 40.0 MBH Gas Heating Output Capacity: 33.0 MBH Temperature Rise: 37.1 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: 0.30 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' 3.9 Power Supply MCA: 15.4 Power Supply MOCP(Fuse or HACR): 20 Control Panel SCCR:5kA RMS at Rated Symmetrical Voltage Packaged Rooftop Builder 1.59 Page 4 of 7 -.4 Performance Summary For 2T Project: Nimbus Updated 8-13-21 08/13/2021 Prepared By: 07:28AM Acoustics Sound Rating: 69.0 db Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz NA NA NA 125 Hz NA NA 71.5 250 Hz NA NA 71.0 500 Hz NA NA 64.0 1000 Hz NA NA 61.3 2000 Hz NA NA 60.0 4000 Hz NA NA 57.6 8000 Hz NA NA 49.0 Advanced Acoustics • 41 tib Advanced Accoustics Parameters 1. Unit height above ground: 30.0 ft 2. Horizontal distance from unit to receiver: 50.0 ft 3. Receiver height above ground 5.7 ft 4. Height of obstruction: 0.0 ft 5. Horizontal distance from obstruction to receiver: 0.0 ft 6. Horizontal distance from unit to obstruction: 0.0 ft Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall A 0.0 71.571.064.061.360.057.649.075.1Lw B - 55.4 62.4 60.8 61.3 61.2 58.6 47.9 68.3 LwA 26.2 C _ 0.0 39.1 38.6 31.6 28.9 27.6 25.2 16.6 42.7 Lp D - 23.0 30.0 28.4 28.9 28.8 26.2 15.5 35.9 LpA 26.2 Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Units Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed Packaged Rooftop Builder 1.59 Page 5 of 7 • Performance Summary For 2T Project: Nimbus Updated 8-13-21 08/13/2021 Prepared By: 07:28AM that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. Packaged Rooftop Builder 1.59 Page 6 of 7 Unit Feature Sheet for 2T Project: Nimbus Updated 8-13-21 08/13/2021 Prepared By: 07:28AM There is no Certified Drawing available for this tag Packaged Rooftop Builder 1.59 Page 7 of 7