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AUG 18 ZOZO CITY OF TIGARD BUILDING DIVISION 13190 SW 68th Parkway Tigard, OR 97223 STRUCTURAL CALCULATIONS VIM Project Number:20200533 Arjae NVAC and Mechanical Services 8545 SE McLoughlin Blvd. Milwaukie, OR 97222 9/9/20 22 Prepared By: Talbot Ridgway riSeptember 8, 2020 ENGINEERING + DESIGN 3933 5 Kelly Avenue Portland,OR 97239 tel:503222.4453 VLMK.COM Structural Calculations Aspen HVAC Project: Aspen HVAC Project Number: 20200533 Project Address: 13190 SW 68th Parkway Document: Structural Calculations for Tigard, OR 97223 Building Permit TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Aerial/Area of Work S-0 Structural Details S-1 thru S-4 Structural Calculations C-1 thru C-7 Reference R-1 thru R-4 DESCRIPTION OF STRUCTURAL SYSTEM This 'Aspen HVAC' consists of the analysis of the roof structure for the purpose of determining the least impactful installation location for (2) new HVAC units (weight 21 1 lbs each) at the site located at 13190 SW 68th Parkway, Tigard, OR 97223. CODES 2019 Oregon Structural Specialty Code (Based on the 2018 International Building Code) ***LIMITATIONS*** VLMK Engineering + Design was retained in a limited capacity for this project. The design is based upon information provided by the client, who is solely responsible for the accuracy of the information. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Engineering + Design for items beyond that shown in this Structural Calculation Package. G N1md2020V0200533\CalculationgalcPackage.docx Structural Calculations:Aspen HUAC DC-2 DESIGN LOADS Live Loads Roof Snow Load Flat Roof Snow Load, Pf 25 psf Dead Loads Roof(Panelized) Roofing 1 .7 psf Insulation 0.8 psf 20 ga Metal Deck 2.9 psf 30" SSI K Joists 2.5 psf Misc/Mechanical 2.8 psf Suspended Grid with Tile 1 .8 psf Total Roof Load 13.0 psf Additional Loads Roof Mounted Mechanical Units (each) 211 lbs Wind Basic Design Wind Speed, V (3-sec gust) 96 mph Risk Category II Wind Exposure B Seismic Location Latitude 45.4250705 Longitude -122.7450221 Seismic Importance Factor, le 1 .0 Risk Category II Mapped Spectral Response Accelerations Ss = 0.864 Si = 0.393 Site Class D Spectral Response Coefficients Sds = 0.691 Seismic Design Category D Component Anchorage Factors ap Rp Ip (?o HVAC Equip 2.5 6.0 1 .0 2.0 0.¢cad2020\20200S33\CalculationgalcPackage.docx a - i- ....r �E s -.... ° ww� Co�CACn } ' p la ... _. _ _ "f ,, 68thPatxwetr a m: t _�____ ' I vim. -.4'etdings .� Ai. .., _ .sittal -..• A!#+' t Stt, . y TM v°tt it 'i '1. _.i.A ... " �� . - ,r I S-22j' 7 1 AREA OF WORK - \S-0 NTS r ASPEN HVAC 20200533I sEF n2ozo 1 Ni0I.N1 DATE 13190 SW 68TH PARKWAY rvR , PCs V L M K TIGARD, OR 97223 i ENGINEERING + DESIGN AERIAL / AREA OF WORK O S Kelly Avenue Portland Oregon 97239 , le1;503.222.4453 ' fax503.246.9263 v.wv:.VirN.00m 1 OD ® t O (E)W24x62 n w J . ../ 41 (E)30"K JOIST AT6'O.C.,TYP o : /4/10 / 0 <7 / , -i.,:-./ ›-_/////'/ / i / / ACCESS / HATCH �f / �. / r / / _ / :2: ../ 7 r /7 / / /7 7/// / / v .//,,,,////, Allrd / ' Wi 4/ / i (E)W184C35', / / I OD / /// /// SERVICE AREAS, KEEP CLEAR 1 EXISTING FRAMING / SERVICE AREAS S-2 1/4"_ 20200533 SEPT 2020 ASPEN HVAC 13190 SW 68TH PARKWAY TVR JCS r TIGARD,OR 97223 V KENGINEERING + DESIGN EXISTING SERVICE AREAS S-2 3933 S Ke9y Avenue Poa9and,Oregon 97239 I Let 503.222.4453 I fax 503.248.9263 I v ee.n4mkcom • Oi 3 3 / a /2 /2 / O ' —''�NEW CONDENSER (E)W24x62 tel W. (E)30"K JOIST AT 6'O.C.,TYP ^�16 "v - < .�< J J 1 w ! \i _ • \ ACCESS I 4xSLEEPERS - HATCH PER DETAIL 20 GA.METAL DECK SPAN V NOTE:(2)NEW HVAC UNITS(WEIGHT 211 LBS EACH)MAY BE \\ PLACED ANYWHERE WITHIN THE ABOVE SHADED REGION. 1 RECOMMENDED PLACEMENT OPTIONS ASPEN HVAC 20200533 SEPT 2020 wa..0 DATE13190 SW 68TH PARKWAY TVR JCS V � � � TIGARD,OR 97223 °`"'°" `"""`° ENGINEERING + DESIGN RECOMMENDED PLACEMENT S-3 3933$Kely Avenue Portland,Oregon 97239 I lel;503.222A453 I fax:503.248.9263 I vorocAmIccom ,,,EE„q HVAC UNIT AND 4x CURB, BY OTHERS 6"t G I I E r. GALVANIZED SHEET METAL COUNTER FLASHING,CRICKET, / z AND ROOFING, BY OTHERS ,\ _\ . . . }- • (E) •RIGID INSULATION -•-.1 •.•_I.:_;.,* _ \ / \ T \-7 71 \ r (E)METAL DECK tL (E)OPEN WEB . r----- - -I STEEL JOIST PROVIDE(2)L2x2x318" 3"LONG, EACH END \ / \ i / I I NOTE: PROVIDE 4x SLEEPERS,6"MINIMUM ABOVE TOP OF EXISTING RIGID INSULATION TO PROVIDE ENOUGH HEIGHT FOR CRICKET AND COUNTER FLASHING. ALL FLASHING TO BE GALVANIZED, INSTALLED BY OTHERS.SCREWS SECURING HVAC UNIT TO SLEEPER MUST BE LONG ENOUGH TO PENETRATE SUPPORT FRAMING 2"MIN. +iir\ HVAC SUPPORT DETAIL VVil ASPEN HVAC 20200533 SEPT 2020 vaa."G o<rt13190 SW 68TH PARKWAY TVR JCS L MK TIGARD,OR 97223 ENGINEERING + DESIGN DETAILS S-4 S Ke6y Avenue Portland.Oregon 97239 I te1:503.222.4453 I lax:503.248.9263 I www.vlmkmm arc Hazards by Location Search Information Hood Rs ockaway Vancouver Address: 13190 Southwest 68th Parkview,Tigard,OR ®each 239 ft - t 9Garibaidi Coordinates: 45.4250705,-122.7450221 Hillsboro° Tillamook ° Gresham Elevation: 239 ft Beave on Mf. Hood Timestamp: 2020-09-08T22:11'53.285Z Naliotlsl Forest Hazard Type: Wind chic Ciky ' r'8 Map data^,E2020 Google ASCE 7-16 ASCE 7-10 ASCE 7-05 MRI 10-Year 66 mph MRI 10-Year 72 mph ASCE 7-05 Wind Speed 85 mph MRI 25-Year 72 mph MRI 25-Year 79 mph MRI 50-Year 77 mph MRI 50-Year 85 mph MRI 100-Year 82 mph MRI 100-Year 91 mph Risk Category I 90 mph Risk Category I 100 mph Risk Category II 96 mph Risk Category II 110 mph Risk Category III 103 mph Risk Category Ill-IV 115 mph Risk Category IV 107 mph 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 output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer.Per ASCE 7,islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area—in some cases,this website will extrapolate past the last wind speed contour and therefore,provide a wind speed that is slightly higher.NOTE:For queries near wind-bome debris region boundaries,the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain,gorges,ocean promontories,and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy,suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge in the field of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website.Users of the information from this website assume all liability arising from such use.Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. arcHazards by Location C-2 Search Information CD Heed RI‘ Address: 13190 Southwest 68th Parkview,Tigard,OR gem h y Vancouver 0 ze 239 ft Coordinates: 45.4250705,-122.7450221 aCaribaldi a F and ' tillamook Hillsboro o u Reeve on Gresham Elevation: 239 ft Mt Hood Timestamp: 2020-09-08T22:11:06.136Z Nat1on3I Forest eli Hazard Type: Seismic _ cific City Q Reference Document: ASCE7-16 '1Pf2 g(e Map data 0)2020 Goodie Risk Category: II Site Class: D-default Basic Parameters Name Value Description SS 0.864 MCER ground motion(period=0.2s) Si 0.393 MCER ground motion(period=l.Os) SMS 1.037 Site-modified spectral acceleration value Sail *null Site-modified spectral acceleration value SOS 0.691 Numeric seismic design value at 0.2s SA SO1 *null Numeric seismic design value at 1.0s SA *See Section 11.4.8 Additional Information Name Value Description SDC `null Seismic design category Fe 1.2 Site amplification factor at 0.2s F„ *null Site amplification factor at 1.0s CRS 0.887 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 Ti. 16 Long-period transition period(s) SsRT 0.864 Probabilistic risk-targeted ground motion(0.2s) SsUH 0.974 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value(0.2s) S1RT 0.393 Probabilistic risk-targeted ground motion(1.os) S1 UH 0.454 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) 51D 0.6 Factored deterministic acceleration value(1.0s) PGAd 0.5 Factored deterministic acceleration value(PGA) *See Section 11.4.8 _l VL M K ProjectASgPn 1-VA fob# 20a U053- By '1,--v- Date 315Er1'/202a Sheet It. -3 ENGINEERING♦DESIGN s 1 ('5 01 ‘'t 2 ,5 p5 5. f w 'l. -t'll t • {a PC\ I 4C),),1-r,71 pez.J 40.a<11. t (/ I �v14lii Soler ane1S t r5,, , 50 /:%S .,ct 4_^, Y� ''. ; t11OMell- 614�eiK" ai = 6 !. o '5 ,p- - fro, c WCr5f rz3-,.. 04/ , `' `. i,_�` s f 11/ T 3S:' QSSG f, 1 vn .3 3 3\i -.2.fi L`= 3/ (2) Ale,./ 1-19AC z!e.r .591 rY v r i" 4t, A .1r- L. = .1, Y5 05s14. Zon Kt * -eE. <,ti e e.` ® For 2 r t a J x-4 r c ,-.1 t-- , (J$z,c v, it,f-.n'I- 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fox: 503.248.9263 www.vlmk.com VL M K Project" ASP, eli [-VA( Jobu2U2 co.0533 By -T'rjZ,I ate: /Sfr a� va 5hzru ENGINEER NG+DESIGN ( ' / k u1 Je k MdMeA C e k ii ('' zU no t.,e... 3 3�J,! reef sz! 0)4c.k, , 6' .s7 aa.s 4110a):1,�i. ,-)ficrik? 'fGa,),,c l36 -pst` ?S (t -ry,L, 2„y — C...5 . r)f.f. Az L� _ i36___ � xti 58 7 5 i1,• ., �n fCJ r0 of e,� �..' f \I ! �ki ... S. n5f At, 4. ` 4 13 -s1~ c)Q?r) {} _ ly 3(7 rid T �r 'f^ �..).1+1 t/' fi: -.,t—_________.aa x t Cl — t kKz. ib P tJ.._. .... P i jG , pi_ _ (7),(211. 3)x xE2 -f3z9 1t.-\ t "3' iL______?_1_ Ail — A4 1 t A/17, .(1 1t2 )* 1132-`i) - 2/ / ft). ' 0 7.rr 11bfn G, 3 `i-5 Et.- cj� 3933 SW Kelly Avenue Portland, OR 97239 tel: 503.222.4433 fox:503.248.9263 www.vlmk.com Project Title: Aspen HVAC Engineer: i Project ID: 20200533 i Project Descr: 0533.ec6 General Beam File:22S20:12.208.1 Software copyright ENERCALC,INC.1983 2020 BuiId:12.20.8.17 Lic.# KW-060027 8 VLMK CONSULTING'ENGINEERS .; DESCRIPTION: Existing General Beam Properties . .........__ Elastic Modulus 29,000.0 ksi Span#1 Span Length = 45.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 0(0 05) 6(0,f05) t D(O.O90)S(0.950j e o e . .. a �.....: Span=45.0 rt qI Applied Loads Service loads entered.Load Factors will be applied for calculations. Loads on all spans... Uniform Load on ALL spans: D=0.0150, S=0.0250 klft, Tributary Width=6.0 ft Load(s)for Span Number 1 Point Load: D=0.050 k @ 10.0 ft,(New HVAC) Point Load: D=0.050 k @ 3.0 ft,(Existing Solar) DESIGN SUMMARY Maximum Bending = 61.075 k-ft Maximum Shear= 5.486 k j Load Combination +D+S Load Combination +D+S Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Location of maximum on span 22,500 ft Location of maximum on span 0.000 ft Maximum Deflection Max Downward Transient Deflection 4.810 in 112 Max Upward Transient Deflection 0.076 in 7072 Max Downward Total Deflection 7.744 in 69 Max Upward Total Deflection 0.028 in 19238 Project Title: Aspen HVAC • Engineer: Project ID: 20200533 Project Descr: General BeamFile:2020053 Software copyright ENERCALC,INC.WC19B32020,Build 12.2O.8.1 0.17 Lic.#;KW06002728 VLMK CONSULTING ENGINEERS DESCRIPTION: Worse Case Loading(2 units) General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 45.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 104 D(0.05) D(005) D(0.42) D(0.090)S(0.150) _. Span=45.0 k Applied Loads Service loads entered.Load Factors will be applied for calculations. Loads on all spans... Uniform Load on ALL spans: D=0.0150, S=0.0250 klft, Tributary Width=6.0 ft Load(s)for Span Number 1 Point Load: D=0.050 k @ 10.0 ft,(New HVAC) Point Load: D=0.050 k @ 3.0 ft,(Existing Solar) Point Load: D=0.420 k @ 31.0 ft DESIGN SUMMARY Maximum Bending= 64.043 k-ft Maximum Shear= 5.704 k Load Combination +D+S Load Combination +D+S Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Location of maximum on span 22.950 ft Location of maximum on span 45,000 ft Maximum Deflection Max Downward Transient Deflection 4.810 in 112 Max Upward Transient Deflection 0.076 in 7072 Max Downward Total Deflection 8.133 in 66 Max Upward Total Deflection 0.031 in 17267 1 VV L M K Project: Aspen HVAC iabi, 20200533 By TVR Dote: Sept/2020 Sheet" _� ENGINEERING..RESIGN v3.01-Software Copyright 2020 VLMK Consulting Engineers. All Rights Reserved. Wind Loads on Rooftop Structures and Equipment Based on the 2018 International Building Code and ASCE 7-16, 29.4.1 o TYPICAL SCREEN WALL ' f Fh x � -� ��f '� TYPICAL MECHANICAL UNIT _ kf Fh It. H \` �r H S+�q�O 141h DESIGN INPUT B = 210 ft Horizontal Dimension of Building Measured Normal to the Wind Direction h = 30 ft Mean Roof Height of Building (Eave Height if Roof Angle < 10) Height = 4.33 ft Height of Rooftop Structure or Equipment Width = 3.50 ft Width of Rooftop Structure or Equipment, Perpendicular to Wind Depth = 1.08 ft Depth of Rooftop Structure or Equipment, Parallel to Wind H = 34.3 ft Height to Top of Structure or Equipment V„it = 96 mph Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, & C] B Exposure Category [Section 26.7.3] zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 26.11-1] a = 7.0 3-Second Gust-Speed Power Law Exponent [Table 26.11-1] KZ = 0.701 Velocity Pressure Exposure Coefficient [Table 26.10-1] KZt = 1.00 Topographic Factor [Figure 26.8-1] Kd = 0.85 Wind Directionality Factor [Table 26.6-1] Ke = 1.00 Ground Elevation Factor [Table 26.9-1] ANALYSIS qz = 0.00256KZKZtKdKeVutt2 [Equation 29.3-1] qz = 14.0 psf Velocity Pressure at Ultimate Level GCr = 1.9 Horizontal: Force Increase & Gust Factor [Section 29.4.1] GCr = 1.5 Vertical-Uplift: Force Increase & Gust Factor [Section 29.4.1] Af = 15.155 sf Area of Structure Normal to the Wind Direction (Horizontal face) Ar = 3.78 sf Area of Structure Perpendicular to the Wind Direction (Vertical face) B*h = 6300 sf Building Area Normal to the Wind Direction Fh = g (GC )Af [Equation 29.4-2] Fh = 405 lbs Horizontal Design Wind Force (Ult., 1.0W) ph = 26.7 psf Horizontal Design Wind Pressure (Ult., 1.0W) Fv = gh(GC,)A, [Equation 29.4-3] Fv = 80 lbs Vertical (Uplift) Design Wind Force (Ult., 1.0W) Pv = 21.1 psf Vertical (Uplift) Design Wind Pressure (Ult., 1.0W) I. VV L M K Project: Aspen HVAC Job 20200533 By: TVR Date: Sept 2020 Sheet ,_,.m_ ,„, ENGINEERING w DESIGN v4.01-Software Copyright 2020 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design Based on the 2018 International Building Code and ASCE 7-16 DESIGN INPUT Seismic Parameters: Sps = 0.691 g Design Spectral Response Acceleration I x I St = 1.0 Overstrength Factor [ASCE Table 13.5-1 or 13.6-1] • 3 Occ 4 • ap = 2.5 [ASCE Table 13.5-1 or 13.6-1] Rp = 6.0 [ASCE Table 13.5-1 or 13.6-1] yc �cR Y 9 Ip = 1.00 [ASCE 13.1.3] • 1 z • z = 30 ft Attachment height from base of structure h = 30 ft Average roof height of structure from base I xcgI Wind Parameters: PLAN VIEW PHoiuz. = 26.7 psf Design Wind Pressure (psf), 1.0W PuPuFn = 21.1 psf Design Wind Pressure (psf), 1.0W Mechanical Unit Parameters: 0CG Wp = 211 lbs Total Weight Zcg X = 42.0 in Base Dimension (max) ' t Y = 13.0 in Base Dimension (min) SIDE VIEW Z = 52.0 in Height of Unit Zcurb = 6.0 in Height of Curb, where occurs Load Combinations: Xc9 = 21.0 in Center of Gravity Seismic: Wind: Yc9 = 6.5 in Center of Gravity (0.9-0.2Sos)D + OE 0.9D + 1.0W Zc9 = 26.0 in Center of Gravity (excluding curb) (0.6-0.14St,5)D + 0.7E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: '0.4ap Wp ( ,. F = 1+2= = 73 lbs <_ 1.6SDSIp W,, = 233 lbs OK R�, I�, ,, h, DS 0.35 I pW p = 44 lbs OK Base Shear, Snips = 73 lbs Seismic, QE Wind: Vuw = 452 lbs Wind, 1.0W V,,,BASE = 452 lbs Wind, 1.0W = 271 lbs (ASD, 0.6W) Anchor Shear: (Load applied to each anchor/comer) Seismic: Design Eccentricity = 5% Anchor: dx dx^2 dy dy^2 ex = 2.1 in ey = 0.65 in 1 21 441 6.5 42.25 Mx-x = 153 in-lbs My-y = 47 in-lbs 2 21 441 6.5 42.25 Y-Direction X-Direction 3 21 441 6.5 42.25 V1,3 = 20 lbs V1,2 = 20 lbs 4 21 441 6.5 42.25 V2,4 = 20 lbs V34 = 20 lbs 1764 169 Wind: V1,2,3,4 = 113 lbs Max V,,,ANCHOR = 113 lbs Wind, 1.0W = 68 lbs (ASD, 0.6W) Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 2333 lb-in Seismic, QE Net Tension: Tx* = 128 lbs Wind, 1.0W Mres,y = 3375.5 lb-in Seismic, QE Ty* = 476 lbs Wind, 1.0W Mres,y = 1044.8 lb-in Seismic, S2E Wind: Mot = 13099 lb-in Wind, 1.0W Max Tu,ANCHOR* = 476 lbs Wind, 1.0W Mres,x = 3987.9 lb-in Wind, 1.0W = 283 lbs (ASD, 0.6W) Mres,y = 1234.4 lb-in Wind, 1.0W *Negative(-) values indicate there is no net uplift -;-1 a Q Q 4 O Q Q f-Y__ vY rY _ aY-C F xd xe-r✓ fy w mm V 1. I n6x nYaf arA F� Tma ar/Y r' arif x1 Twu aVS •'11 :1)'; '--.- i I F C ' '•' C It a E 5 s $g A. c 3 i i l ° i ; i © 1 _ iI vs �wf `NiS �wrL x ma, rrs i ti { mm aw- • .m H ' ` -} 'n: , X /fix , , \kil Y S R ii - m E Er.«.-E• @ E To-b arre .g r.. wo->e..rrr iarrr� ar.r .r.a arrf I 1 � 1 —�r_ 7..._'. _ ____. i _ .._. no-: kr r� —� { I nk _... lr� 4 6 VVV ]Yd —F xr-gyp i ^ nn<• JO O i , JJJJ EI 71 ROOF FRAMING S-1 J NTS I4 a'1Si11S 'lbrlgnra.la.n 1 .. _ - s .�"p rn LendrR1 ?e rifo,l ,a+ t ra. - Pi HK' i R I. I w �' J I.. t�v u 1+ T t' 'r- 9 U•-.a ToRE(I Weaftn' j , w 5 04 + ��, TimanEPe� W• pa ,r4141;e414144611 ' '— ' —1 - r r . i - „, r o- CEO, ' . ' 'w*.'' rij !.! 11. , 1r t' _it _ J II1 .01 i§0. 01 .ice To-v Y EleancAslp ro. P-SERIES SUBMITTAL DATA: PKA-A36KA7 & PUY-A36NKA7(•BS) MITSUBISHI 36,000 BTU/H WALL-MOUNTED AIR-CONDITIONING SYSTEM A-ELECTRIC Job Name: System Reference: 'Date: R_Z Indoor Unit: Outdoor Unit: • PKA-A36KA7 u PUY-A36NKA7 u PUY-A36NKA7-BS ( IjilIIIIlIlh1II11illi lI h x iiillllllllllllllllllllllllllllllllliii; :2 IIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIII�° '1'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 4111111 9IIIIIIIIIIIIIIgIIIlI1111111 RI" 111111111111MINIIIIIIIr 4iliI0III1111IIIIIIII11111111ull m hill''1111IIIIIIIIIIIIIIIIIIIIIIIIh 1IIIIIIIliili111IIIII!IIIIIIIIIIIIIIIIDII1 1111III111111llIIIIIIIIIIIIIIIIIIIIIIIII' 911111111111111141111II1lIII1Dr INDOOR UNIT FEATURES • Sleek,compact design Simple installation • Vane setting for air flow direction control Auto fan speed mode Ideal for spaces such as server rooms,daycare centers,classrooms,churches,small offices,and more OUTDOOR UNIT FEATURES • Variable speed INVERTER-driven compressor • Suction accumulator pre-charged with refrigerant volume for piping length up to 100 ft(70 ft.for Al2/18/24/30) • Low ambient cooling down to-20°F providing 100%capacity(only for PUY models with wind baffles installed) • 24-hour continuous operation(cooling mode) • High pressure protection • Fast restart due to bypass valve make it ideal for equipment cooling applications,such as data centers • Superior energy and operational efficiency Specifications are subject to change without notice. ©2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. SPECIFICATIONS: PKA-A36KA7 & PUY A36NKA7(-BS) FOR REFERENCE ONLY Indoor Unit PKA-A36KA7 I Model Number PUY-A36NKA7 Outdoor Unit PUY-A36NKA7-BS MCA A 25 MOCP A 31 Fan Motor Full Load Amperage A 0.5+0.5 Fan Motor Output f W 74+74 Airflow Rate CFM 3,880 Refrigerant Control Electronic Expansion Valve Heat Exchanger Type Cross fin Sound Pressure Level,Cooling1 , dB(A) 52 Compressor Type INVERTER-driven twin rotary Compressor Model MNB33FBRMC-L — --- — --I Compressor Rated Load Amps 1 A 8 -i- Outdoor Unit Compressor Locked Rotor Amps ! A 13 Compressor Oil Type//Charge 1 oz. FV50S 1145 External Finish Color Ivory Munsell 3Y 7.8/1.1 Base Pan Heater n/a W: In.(mm) 1050[41 5/16] ----------- -_-_-_-_-------------- Unit Dimensions D:In.(mm) 13+1-3/16(330+30) H:In.(mm) 52-11/16(1338) W:In 42-15/16 Package Dimensions D: In. 17-11/16 H:In. 56-4/16 Unit Weight Lbs.(kg) 211 (96) Package Weight Lbs.(kg) 243(110) Outdoor Unit Operating Cooling Intake Air Temp(Maximum/Minimum) °F 115 DB/-20*DB Temperature Range Type R410A Refrigerant — Charge Lbs oz 10 Ibs,6 oz Gas Pipe Size O.D.(Flared) , In.(mm) 5/8(15.88) Liquid Pipe Size O.D.(Flared) In.(mm) 3/8(9.52) Piping Maximum Piping Length Ft.(m) 225(69) Maximum Height Difference Ft.(m) 100(30) Maximum Number of Bends I 15 j Specifications are subject to change without notice. ©2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. DIMENSIONS: PKA-A36KA7 & PUY-A36NKA7 (-BS) FOR REFERENCE ONLY PUY-A36NKA7(-BS) I Unit:mm<in> I FREE SPACE(Around the unT) 2 SERVICE SPACE 3 FOUNDATION BOLT 4PIPINS-WRING DIRECTIONSI Rear Air Intake w The ringmm bebw shows aback example. Dbnercbns of space needed Please secure the altfimtly Pµng aM wag conneclbns sa uunan� Eaplanbon d peekubr derails are bramice access are wtb 4',madden(PAIDMA>)bulb. ba made from 4 directions: ' can n:.c,. x a given in the iml hfnn manuals etc shown in the below diagrem. (bulb end wadms mu st FRONT,Right,Rear and Rebw. M wmhaudbPoNJ � _ / tt</ea[/[! side Al Intake cFoendeyon bol�Ms}gh}bQf ., „,.,,ip. ..,.... lit - " „..., ,,....;_„. iw 4s J Air Discharge am oam., eoo ...a. 3 ,amiamactrilICTIM, IOW.41.1r;32 sr-ag,,,,, d ct.l fIri•.m Q. y 41 I Example of Notes (I}.flehgeCe5 tyre ajn AEI arne"Ai) a I L2-Rebq.onrflJIDop. reran aAREr ASlAt' Sn+owrel r Inareemar Dr'vdE mceon mama . pp m y kargbW mxn0 o 1 I reed,' -aN br - MYW1c qI v v R" a F I 4 i Piping Knockout Hole Details e» n m..a ,m ...In, nM (x ens �n — I MWN A lit 1.m,s,t AMI6Mx M'.. m. O ,'( • z x' iEaLlIMIIIII r'i'd7.. lag 4 : -`a-Q! ? 'GI per/ a d ' R._c t • eun-a MITSUBISHI ELECTRIC COOLING & HEATING 1340 Satellite Boulevard,Suwanee,GA 30024 Toll Free:800-433-4822 www.mehvac.com ZIPS CERTIFIED D� cC/us FORM#PKA-A36KA7/PUY-A3ONKA7(-BS)-201810 6r'..,':`, "" Intertek Specifications are subject to change without notice. @ 2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved.