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Report MC2.010 . 00t34 . tattoo tW (1,1mb, , Di AMERICAN HEATING HEAT PUMP ON WOOD PLATFORM 2x PLATFORM AT CONCRETE SLAB STRUCTURAL CALCULATIONS ANCHORAGE: A L-A8 SKETCHES: RECEIVED CU3 .,��*G r. t' / 9 MAR 9 2020 CITY OF TIGARD c , i I,' ". F3UILDING[ VISION , r z; ` 1 (10 PAGES TOTAL INCLUDING COVER SHEET) Z•' . 13,T. .,`' ,� . , s ' 9 July 24, 2019 %f '/-.7. Tv 14. PROJECT NUMBER: 190237.01 1 t7 r a 61 ARCH rEC:rCRE Ell ENGINEERING Pt AN NI NG INiPPRICES LANDSCAPE 15895 SW 72ND AVE SUITE 200 PORTLAND,OR 97224 PHONE:503.226.1285 FAX:503.226.1670 INFO(@7 CIDAINC.COM W W W.CIDAINC.COM +f•0174. t* " •, AMERICAN HEATING STANDARDS R'NH • TEL: (503) 226-1285 CONDENSER UNIT 7/24/2019 FAX: (503)226 1670 MECHANICAL UNIT ATTACHMENT-LATERAL FORCES HEAT PUMP ON 2x PLATFORM W,:= 2701b Weight of unit We:= 100Ib Weightofcurb Wt:= WP + Wc Wt 37016 L:= 34in Length of unit L := 44in Length of Curb wen := 34in Width of unit we:= 42in Width of curb hm:= 40•in Height of unit h�:= 12•in Height of Platform hmc:= hm + he hmc= 52 in Total height of unit on Platform SEISMIC PARTS AND PORTIONS (PORTLAND, OR 97227) Mapped Adjusted Maximum Design 2 Ss:= 1.043 site class=D Sms:= 1.126 Fa:= S s5 Fa= 1.08 S0s 3•Sms SDS =0.751 s s SEISMIC PARTS AND PORTIONS (BEAVERTON, OR 97005) Mapped Adjusted Maximum Design 2 Ss:= 1.076 site class=D Sms := 1.1 51 Fa:= S ss Fa= 1.07 Sips3•Sms Sns = 0.767 S s SEISMIC PARTS AND PORTIONS (VANCOUVER, WA 98663) Mapped Adjusted Maximum Design Ss:= 1.016 site class=D Sms:= 1.107 Fa:= S ss Fa= 1.09 Sp 3•Sms Sp = 0.738 5 s BEAVERTON AREA GOVERNS USE Sps:= 0.85 CONSERVATIVE FOR PORTLAND-VANCOUVER Mt I KO AREA h := 30ft IP:= 1.0 aP:= 2.5 RP• := 6 z:= h Air side HVAC component 0.4•aP•Sm.f P z FPunit 1 + 2.— •W FPunit = P 114.75lb 0.7•Funit = 80.32 lb RP h P 0.4•a •SpS•I z Fp:= R P•r1 + 2•hl•Wt Fp = 157.25 lb 0.7•Fp = I10.071b P l` JJ E:\adcadd\19\00000-2019 Mechanical Units10237.01 American Heating Standards 2019\Structural\Heat Pump at Wood Box\CONCRETE ROOF , AZ • CODA AMERICAN HEATING STANDARDS • RNH ' TEL: (503)226-1285 CONDENSER UNIT 7/24/2019 FAX: (503)226 1670 WIND LOAD: BASED ON 2012 IBC/2014 OSSC WIND SPEED FOR WASH INGTON COUNTY=120 MPH WIND SPEED FOR CLACKAMAS COUNTY=120 MPH WIND SPEED FOR MULTNOMAH COUNTY=120 MPH WIND SPEED FOR VANCOUVER,WA=135 MPH VANCOUVER.WA GOVERNS Vas:= 135 Exposure B Kd:= 0.85 Kh:= 0.7 Kz,:= 1.0 GCr:= 1.9 GCr vert:= 1.5 qz 0.00256.Kh•Kn Kd.V3,2.psf F:= GC1 qz F= 52.74 psf "wind unit F•L•hm Pwind unit =498.14 lb "wind F'L'hmc Pwind=647.59 lb WIND LOAD: BASED ON 2012 IBC/ASCE7-10-VERTICAL Fven qi GCr vert Fven = 4I.64 psf Pwind unit ven FverrL'wm Pwind unit vert = 334.28 lb Pwind_total_vert Fven.'Lc'wc Psvind total vert = 534.391b OVERTURNING-UNIT TO PLATFORM LC#7 0.6D+0.6W LC#8 0.6D+0.7E WIND-Overturning at unit to platform SEISMIC-Overturning at unit to platform hm (hm) Mot_wind_unit_H "win1_unit 2 Mot_seismic_unit FPunit" — \.. 2 Mot wind unit H =830.24lbft Mot seismic unit = 191.25Ibft wm\ Mot_wind_unit_V Pwind_unit_ven' 2 Mot wind unit V =473.56 lb ft Mot wind unit := Mot wind unit H + Mot wind unit V Mot wind unit = 1303.8lbft w Mres:= Mres=382.5 lb ft 2 (0.6Mot_wind_unit 0.6•Mres� F _ (0.7•Mot_seismic_unit ' "'Mres) F up_seismic unit _ up_wind_unit we we Fup_wind_unit = 157.94 lb Fup seismic_unit = —27.32lb WIND GOVERNS UNIT TO CURB E:\adcadd\19100000-2019 Mechanical Units\0237.01 American Heating Standards 20191StructurallHeat Pump at Wood Box\CONCRETE ROOF 4}7 CIDA AMERICAN HEATING STANDARDS RNH TEL: (503)226-1285 CONDENSER UNIT 7/24/2019 ' FAX: (503)226 1670 ATTACHMENT Design attachment for 299Ib sliding and 158 b tension at unit to curb connection-18GAcurb 0.6•Pwind_unit =298.89 lb Fup_wind_unit = 157.94 lb Try#12x1 1/2"screws each end of U nistrut.(2)brackets to resist uplft,(4)total nscrews_per_bracket 1 0.6Pwind unit Fup_wind_unit VX:= VX= 74.72 lb V V = 4'nscrews 78.97lb r y �er_bracket 2•nscrews_per_bracke[ Vscrew 4 Vx2 + Vy2 Vscrew= 108.72 lb V \ a := atan y a =46.58 deg Angle between grain and direction of loading vXl Screw Dimensions and Capacities: dscre v 0.216in Screw Diameter Lscrew== 1.5in Screw Length Lscrew Lthread 3 Thread Length Lp:= Lscrew -0.25in Lp = 1.25 in Screw length-Angle Thickness Lp C := C =0.58 p 10•dscrew p VI/:= 1.6.2501b.Cp V'II= 231.48 lb V'T:= I.6.2501b.Cp V'T= 231.48 lb V'a 12 / \y V'a = 231.48 lb > Vscrew = 108.72 lb V'Ipsin(a) + V'T•cos\a) Use(2)#12x1 1/2"wood screws at each bracket-(4)Brackets Minimum E:\adcadd119100000-2019 Mechanical Units\0237.01 American Heating Standards 20191Structural\Heat Pump at Wood Box\CONCRETE ROOF C1DA AMERICAN HEATING STANDARDS RNH TEL: (503)226-1285 CONDENSER UNIT 7/24/2019 FAX: (503)226 1670 OVERTURNING-CURB TO ROOF LC#7 0.6D+0.6W LC#8 0.6D+0.7E WIND-Overturning at unit to curb SEISMIC-Overturning at unit to curb hmc hmc Mot_wind_total_H Pwind' 2 Mot seismic total Fp' 2 Mot wind total H = 1403.1 lb ft Mot seismic total = 340.71 lb ft (W 1—Wm Mot_wind_total_V wind total veil' 2 Mot wind total V =757.05 lb ft Mot wind total Mot wind total H + Mot wind total V Mot wind total =2160.15 lb ft we Mre5= 382.5lbft Mres Wt. 2— (1.0Mot_wind_total '0.9'Mres) (1.0'M ot_seismic_total —0.9•Mres) Fup_wind_total Fup_seismic total :_ We we Fup_wind_total =450.69lb Fop seismic total =—69.15 lb WIND GOVERNS CURB TO ROOF ATTACHMENT Design attachment for 6481b sliding and 451 Ib uplift at curb to roof connection 1.013wind = 647.59 lb Fup_wind_total =450.69 lb 1.0•Pwind VCLIP 2 VCLIP=323.79 lb Try#12x1 1/2"wood screws each end of superstrut. (2) rest uplft(4)total vscrew •- 6 3[(PwinduniiJ2 + (Fur wind total Vscrew = 171.64 lb V'a =231.48 lb Vscrew U:= U = 0.74 VPa Curb/base is field fabricated w12x12 sides and plywood top. Attach to roof w/Simpson 3/8"x2 1/2"Tten HD each side. E:\adcadd11 9100000-2019 Mechanical Unitst0237.01 American Heating Standards 20191Structural\Heat Pump at Wood Box\CONCRETE ROOF Ar5 SIMPSON Anchor DesignerT"' Company: CIDA, INC Date: 6/10/2015 Engineer. Luke Jannusch Page: 1/4 Strong-trie Software Project: Version 2.5.6326.12 Address: 15895 SW 72nd Ave.,STE 200 Phone: (503)226-1285 E-mail: LukeJ@CIDAINC.com 1.Prolect information Customer company: Project description: Customer contact name: Location: Customer e-mail: Fastening description: Comment 2.Input Data&Anchor Parameters General Base Material Design methodACl 318-11 Concrete:Normal-weight Units:Imperial units Concrete thickness,h(inch):4.25 State:Uncracked Anchor Information: Compressive strength, (psi):4000 Anchor type:Concrete screw W<,v: 1.4 Material:Carbon Steel Reinforcement condition:B tension,B shear Diameter(Inch):0.375 Supplemental reinforcement:No Nominal Embedment depth(inch):2.500 Reinforcement provided at corners:No Effective Embedment depth,he(inch):1.770 Do not evaluate concrete breakout In tension:No Code report: ICC-ES ESR-2713 Do not evaluate concrete breakout In shear.No Anchor category:1 Ignore 6do requirement:Not applicable Anchor ductility: No Build-up grout pad:No hmn(inch):4.00 c.(inch):2.69 CM.(inch):1.75 S,N„(inch):3.00 Load and Geometry Load factor source:ACI 318 Section 9.2 Load combination:not set Seismic design:No Anchors subjected to sustained tension:Not applicable Z Apply entire shear load at front row:No Anchors only resisting wind and/or seismic loads:No <Figure 1> 451 lb S A 324 lb 111224414406/ Olbi •- In, X Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc, 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone.925.560.9000 Fax:925.847,3871 www.strongtie.com Ai SIMPSON Anchor Designer Company: CIDA,INc Date: 6/1012015 Engineer: Luke Jannusch Page: 2/4 �+} „aTi- Software Project: """`Es�1 Version 2.5.6326.12 Address: 15895 SW 72nd Ave.,STE 200 Phone: (503)226-1285 E-mail: Luke)@CIDAINC.com <Figure 2> -e L� � .c$qiifec 'ads 4) a �; .2;;i'u a +RN k& 3 ✓ far 3t .s t a. tr . a a d ep a s .,b, .� „: `Psq '4 ^Yd � j ;, . c ss y '.x Fri r. �x - ..- 3, [ 4 rt a r.t a4, a .,Y Recommended Anchor Anchor Name:Then HD®-318"0 Teen HD,hnom:2.5"(64mm) Code Report: ICC-ES ESR-2713 2 „,..„ . . , . c.,. ....... ,11.. , . ..... Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for trongtie.plausibility.com Simpson Si ng•7ie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA94588 Phone:925.560.9000 Fax 925.847.3871 wwws A7 SIMPSON Anchor Designer TM Company: CIDA,INC Date: 6/10/2015 Engineer: Luke Jannusch Page: 3/4 strongme Software Project: Version 2.5.6326.12 Address: 15895 SW 72nd Ave.,STE 200 e Phone: (503)226-1285 E-mail: LukeJ@CIDAINC.com 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, N..(Ib) V...(lb) V..r(Ib) -4(V...)2+(V..r)2(Pb) 1 451.0 0.0 324.0 324.0 Sum 451.0 0.0 324.0 324.0 Maximum concrete compression strain(%.):0.00 Maximum concrete compression stress(psi):0 Resultant tension force(Ib):451 Resultant compression force(Ib):0 Eccentricity of resultant tension forces in x-axis,e'k,(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'N,.(inch):0.00 Eccentricity of resultant shear forces in x-axis,e'v„(inch):0.00 Eccentricity of resultant shear forces in y-axis,e'vy(inch):0.00 4.Steel Strength of Anchor In Tension(Sec.D.5.1) N..(lb) rb sON..(lb) 10890 0.65 7079 5.Concrete Breakout Strength of Anchor in Tension(Sec.D.5.21 Nb=k.A.JT.h.i's(Eq.D-6) kc A. /'(psi) h.,(in) Nb(lb) 24.0 1.00 4000 1.770 3574 ¢Nw=0(A NrJ AN ,)Y'W.NY'c,NY'cp,NNb(Sec.D.4.1 &Eq.0-3) AN.(in2) As..(in2) c.,mm(in) Y'.e,N Vc.N Pry,N N.(lb) 0 ON..(Pb) 28.20 28.20 - 1.000 1.00 1.000 3574 0.65 2323 6.Pullout Strength of Anchor In Tension(Sec.D.5.3) ON,.=0Y'.,p.1.No(f'c/2,500)^(Sec.D.4.1,Eq.D-13&Code Report) Kt' x. No(lb) f'.(psi) n 0 0N,,.(lb) 1.0 1.00 2700 4000 0.50 0.65 2220 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com - SIMPSON Anchor Designer TM Company: CIDA,INC Date: 6/10/2015 SOftWBre Engineer: Luke Jannusch Page: 4/4 Strong.Tie Project: Version 2.5.6326.12 Address: 15895 SW 72nd Ave.,STE 200 e Phone: (503)226-1285 E-mail: LukeJ@CIDAINC.com 8.Steel Strength of Anchor In Shear(Sec.0.6.1) Vs.(lb) th,..k d ypmwy.V..(Ib) 4460 1.0 0.60 2676 10.Concrete Prvout Strength of Anchor in Shear(Sec.D.6.31 1W4,=OkkyNm=>bk,y(ANC/ANN)&triYc,NY,p,NNb(Sec.D.4.1&Eq.D-40) k� Arno(in2) Ain,(in') y'w.N Wc.N YfrA.N Alb(lb) 0 0Vw(Ib) 1.0 28.20 28.20 1.000 1.000 1.000 3574 0.70 2502 11.Results Interaction of Tensile and Shear Forces(Sec,0.7), Tension Factored Load,N.(Ib) Design Strength,eNn(Ib) Ratio Status Steel 451 7079 0.06 Pass Concrete breakout 451 2323 0.19 Pass Pullout 451 2220 0.20 Pass(Governs) Shear Factored Load,V.(Ib) Design Strength,eV.(Ib) Ratio Status Steel 324 2676 0.12 Pass Prvout 324 2502 0.13 Pass(Governs) Interaction check N../ON. 1/../0V° Combined Ratio Permissible Status Sec. D.7.1 0.20 0.00 20.3% 1.0 Pass 318"0 Titan HD,hnom:2.5"(64mm)meets the selected design criteria. 12.Warnings. -Minimum spacing and edge distance requirement of$de per ACI 318 Sections D.8.1 and D.8.2 for torqued cast-in-place anchor is waived per designer option. -Designer must exercise own judgement to determine if this design is suitable. -Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.906D Fax:925.847.3871 www.stronglie.com AMERICAN HEATING HEAT PUMP ON WOOD PLATFORM 2x PLATFORM AT METAL ROOF STRUCTURAL CALCULATIONS ANCHORAGE: RECEIVED ACU2 SKETCHES: MAR 9 2020 CITY OF TIGARD 3UILDING DIVISION (6 PAGES TOTAL INCLUDING COVER SHEET) A/21vv., . .A s{r , , July 24, 2019 , 1�' "� PROJECT NUMBER: 190237.01 / 6 , CI ARCH]TEC[I:RE P GINIIPING liPt API NING INTER10 R5 LANDSCAPE 15895 SW 72ND AVE SUITE 200 PORTLAND,OR 97224 PHONE.503.226.1285 FAX.503.226.1670 INFO@CIDAINC.COM WWW.CIDAINC.COM W.CIDAINC.COM CIDA AMERICAN HEATING STANDARDS RNH/ IV TEL: (503)226-1285 CONDENSER UNIT 7/24/2019 FAX: (503)226 1670 MECHANICAL UNIT ATTACHMENT-LATERAL FORCES HEAT PUMP ON 2x PLATFORM WP:= 2701b Weight of unit We:= 1001b Weight of curb Wt:= W, + We Wt=370 lb L:= 34in Length of unit Lc:= 44in Length of Curb wm:= 34in Width of unit we:= 42in Width of curb hm := 40•in Height of unit he:= 12•in Height of Platform hmc:= hm + he hmc= 52 in Total height of unit on Platform SEISMIC PARTS AND PORTIONS (PORTLAND, OR 97227) Mapped Adjusted Maximum Design Ss := 1.043 site class=D Sms:= 1.126 Fa:= S—ss Fa= 1.08 Sim:= 3'Sms Sps= 0.751 s SEISMIC PARTS AND PORTIONS (BEAVERTON, OR 97005) Mapped Adjusted Maximum Design Ss:= 1.076 site class=D Sms := 1.151 Fa:= Sms Fa 1.07 S 2 S S 0.767 S = Sips:= 3'Sms Sim = s SEISMIC PARTS AND PORTIONS (VANCOUVER,WA 98663) Mapped Adjusted Maximum Design Ss:= 1.016 site class=D Sms:= 1.107 Fa:= Sms Fa= 1.09 Sips :_ 2'Sms SDS =0.738 Ss 3 BEAVERTON AREA GOVERNS USE SDs:= 0.85 CONSERVATIVE FOR PORTLAND-VANCOUVER ML ittOAREA h := 30ft Ip:= 1.0 a9:= 2.5 RP:= 6 z:= h Air side HVAC component 0.4•aP•SDS'Ip ( z FPunit:= 1 + 2•— W P Fp unit 114.75lb 0.7•F 80.32 lb RP \ h unit = Fp 0.4.aP•SDs'IP / z Fp := R •I 1 + 2•hl•Wt Fp = 157.25 lb 0.7•Fp = 110.071b P \ J E:\adcadd\19\00000-2019 Mechanical Units\0237.01 American Heating Standards 20191Structural1Heat Pump at Wood Box1METAL DECK\IateralMECH j42- ' ,CIDA AMERICAN HEATING STANDARDS RNH TEL: (503) 226-1285 CONDENSER UNIT 7/24/2019 FAX: (503)226 1670 WIND LOAD: BASED ON 2012 IBC/2014 OSSC WIND SPEED FOR WASH 1N GTON COUNTY=120 MPH WIND SPEED FOR CLACKAMAS COUNTY=120 MPH WIND SPEED FOR MULTNOMAH COUNTY=120 MPH WIND SPEED FOR VANCOUVER,WA=135 MPH VANCOUVER,WA GOVERNS V3s:= 135 Exposure B Kd:= 0.85 Kb:= 0.7 KZt:= 1.0 GCr:= 1.9 GCr vert:= 1.5 qz:= 0.00256•Kh•Kit Kd•V3,2•psf F:= GC,q F= 52,74 psf kind_unit:= F•L•hm kind unit=498.14 lb kind F•L•hmc Pwind= 647.59 lb WIND LOAD: BASED ON 2012 IBC/ASCE7-10-VERTICAL Fvert:= gz'GCr vert F„n =41.64 psf Pwind unit vert Fvert•L'wm Pwind unit yen =334.28 lb Pwind_total,vert Fvert'Lewc wind total ven = 534.39 lb OVERTURNING-UNIT TO PLATFORM LC#7 0.6D+0.6W LC#8 0.6D+0.7E WIND-Overturning at unit to platform SEISMIC-Overturning at unit to platform hm (hm"t Mot_wind_unit_H Pwind_unit' 2 Mot seismic unit FPunit' 2 Mot wind unit H =830.24 lbft Mot seismic unit = 191.25 lb ft /w,ml Mot wind unit V 'windunit vert' - Mot wind unit V =473.56 lb ft Mot wind unit Mot wind unit H + Mot wind unit V Mot wind unit = 1303.8 lb ft Wm Mien Wv.— Mres=382.5 lb ft 2 (0.6Mot wind unit 0.6•Mres) F (0.7•Mot_seismic_unit — "'Mies) up_seismic_unit •= Fup—wind_un We we Fup wind unit = 157.94 lb up_seismic_unit =-27.32 lb WIND GOVERNS UNIT TO CURB E:\adcadd\1 9100000-2019 Mechanical Units\0237.01 American Heating Standards 20191Structural\Heat Pump at Wood Box\METAL DECKllateraIMECH /41 CIDA AMERICAN HEATING STANDARDS RNH TEL: (503)226-1285 CONDENSER UNIT 7/24/2019 FAX: (503)226 1670 ATTACHMENT Design attachment for 2991b sliding and 1581b tension at unit to curb connection-18GAcurb 0.6•Pwind_unit =298.89 lb Fup wind_unit = 157.94 lb Try#12x1 1/2"screws each end ofUrgstrut.(2)brackets to resist uplft,(4)total nscrewsyer_bracket t= 1 0.6Pwind unit Fup wind unit VX:_ - V,= 74.721b Vy - Vy= 78.97lb 4'nscrews_per_bracket 2'nscrews_per_bracket uscrew 4Ux2 + VyZ Vacrew = 108.72 lb V a := atan r a =46.58 deg Angle between grail and direction of loadingVx Screw Dimensions and Capacities: dscrew= 0.216in Screw Diameter LSere",:= I.5in Screw Length Lscrew Lthread Thread Length 3 Lp := Lscrew - 0.25in Lp = 1.25 in Screw length-Angle Thickness Lp Cp:= Cp=0.58 10•dscrew V'tt:= 1.6.250Ib.Cp V'tt= 231.481b V'T:= l.6.250Ib•Cp V'T=231.48 lb V1tt V'T V'a :_ ( \\ V'a =231.48 lb > uscrew = 108.72 lb V'tt•sin\a) + V'T•cos(a)z Use(2)#12x1 1/2"wood screws at each bracket-(4)Brackets Minimum E:\adcadd\1 9100000-2019 Mechanical Units10237.01 American Heating Standards 2019\Structural\Heat Pump at Wood Box METAL DECK\IateralMECH Aii- ' ,CIDA AMERICAN HEATING STANDARDS RNH TEL: (503)226-1285 CONDENSER UNIT 7/24/2019 FAX: (503)226 1670 OVERTURNING-CURB TO ROOF LC#7 0.6D+0.6W LC#8 0.6D+0.7E WIND-Overturning at unit to curb SEISMIC-Overturning at unit to curb hmcl hmc Mot_wind_total_H Pwind' 2 JI Mot seismic rota( FP'z Mot wind total H = 1403.1 lb ft Mot seismic total =340.71 lb ft win Mot_wind_total_V Pwind_total_vert'(2 Mot wind total V = 757.05Ibft Mot wind total := Mot wind total H + Mot wind total V Mot wind total =2160.15 lb ft we Mres=382.51bft Mres Wt' 2— (0.6M ot_wind_total —0.6'M res) (0.7'Mot_seism ic_total — 0.6•M res) Fup_wind_total Fup_seismic_total :_ we we Fup_wind_total = 259.31 lb Fup_seismic_total =—42.86Ib WIND GOVERNS CURB TO ROOF ATTACHMENT Desn attachment for 38916 sliding and 26016 uplift at curb to roof connection 0.6•Pwind=388.55 lb Fup_wind_total = 259.31 lb A34 Clip with #9x1 1/2"SOS screws to wood and#8 SMS to steel roof Vallow_clip:= 4551b nper_face_bracket 4 Fasteners per face of clip nclip_per_side 1 Per Screw vscrew 162Ib Tscrew:= 711b 0.6'Pwind Fup_wind_total Uclip:- Uchp = 0.85 Uwithdrawal Uwithdrawal =0.91 Vallow_cl ip nper_face_bracket'Tscrew 0.6•Pwind Uscrew_shear:= Uscrew_shear=0.3 2nclipser_side'n per_face bracket'Vscrew USE(1)A34 per side—(4)A34 total with(4)#9x1 1/2"SDS screws to wood,and(4)#8 SMS to steel roof E:\adcadd119100000-2019 Mechanical Units\0237.01 American Heating Standards 2019\Structural\Heat Pump at Wood Box\METAL DECK\lateralMECH SUBMITTAL DATA: PKA-A24KA7 & PUY-A24NHA7(-BS) , MITSUBISHI "P-SERIES 24,000 BTUWH WALL-MOUNTED AIR-CONDITIONING SYSTEM M ELECTRIC Job Name: System Reference: Date: Indoor Unit: Outdoor Unit: PKA-A24KA7 ❑ PUY-A24NHA7 ❑ PUY-A24NHA7-BS 41-1 ^'•�sAT:1;r lti rIIIIIIIII I I� ;1, �:; III�IIIIIIII�IIIIIIIIII Ij. 91 . II IIIIIIIIIIIIIIIIIIIII� i - ' m-tro, f ;If IIIIIIII � E'' �,-4 l AtiPr INDOOR UNIT FEATURES RECEIVED • Sleek,compact design • Simple installation • Vane setting for air flow direction control MAR 9 2020 • Auto fan speed mode �r� • Ideal for spaces such as server rooms,daycare centers,classrooms,churches,small offices,and more CITY OF 1 s I►Gft�RD BUILDING DIVISION OUTDOOR UNIT FEATURES • Variable speed INVERTER-driven compressor • Power receiver pre-charged with refrigerant volume for piping length up to 100 ft(70 ft.for Al2/18/24/30) • Low ambient cooling down to-40°F providing 100%capacity(only for PUY models with wind baffles installed) • 24-hour continuous operation(cooling mode) • High pressure protection • Fast restarts in cooling mode(15 seconds for 12/18/36/42;50 seconds for 24/30) • Superior energy and operational efficiency Specifications are subject to change without notice. ©2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. SPECIFICATIONS: PKA-A24KA7 & PLIY-A24NHA7(-BS) - .... , .. .. . , indoor Urdt PKA-A24KA7 Model Number PUY-A24NHA7 Outdoor Unit PUY-A24NHA7-BS Maximum Capacity Btu/h 24,000 Rated Capacity Btu/h 24,000 Minimum Capacity Btu/h : 10,000 Maximum Power Input W 1,960 Coolingl Rated Power Input W ; 1,960 Moisture Removal Pints/h 5.0 Sensible Heat Factor 0.77 Power Factor % 95.7 SEER 21.4 Efficiency EER1 12.2 Voltage,Phase,Frequency ! 208/230V, 1-phase,60 Hz I Guaranteed Voltage Range V AC i 198-253 Voltage: Indoor-Outdoor,S1-S2 V AC . 208/230 Electrical Voltage:Indoor-Outdoor,S2-S3 V DC 24 Voltage:Indoor-Remote controller V DC 12 Recommended Fuse/Breaker Size A 25 Recommended Wire Size(Indoor-Outdoor) AWG 14 1 MCA A 1 1 Fan Motor Full Load Amperage A ' 0.36 Fan Motor Output W ', 56 Airflow Rate, Dry CFM i 635-705-775 Airflow Rate,Wet CFM I 570-635-700 External Static Pressure in.WG n/a Sound Pressure Level dB(A) I 39-42-45 Drain Pipe Size In.(mm) : 5/8(16) Condensate Lift Mechanism,Max.Distance In.(mm) n/a Indoor Unit Heat Exchanger Type Plate fin coil External Finish Color White Munsell 1.0Y 9.2/0.2 W:In.(mm) 46-1/16(1170) ---,-, Unit Dimensions D:In.(mm) 11-5/8(295) H: In.(mm) -1- 14-3/8(365) , W:In. : 51 Package Dimensions D: In. 1 18-8/16 H:In. 14-4/16 Unit Weight Lbs.(kg) 46(21) Package Weight Lbs. i 53 Indoor Unit Operating Cooling Intake Air Temp(Maximum/Minimum) °F ! 90 DB,73 WB/66 DB,59 WB Temperature range Specifications are subject to change without notice. ©2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. ., SPECIFICATIONS: PKA-A24KA7 & PUY-A24NHA7(-BS) Indoor Unit PKA-A24KA7 il Model Number PUY A24NHA7 Outdoor Unit PUY-A24NHA7-BS MCA A 19 MOCP A 1 26 Fan Motor Full Load Amperage A 1 0.40 Fan Motor Output W 86 Airflow Rate CFM 1,940 Refrigerant Control Electronic Expansion Valve Heat Exchanger Type Cross fin Sound Pressure Level,Cooling1 dB(A) 47 Compressor Type INVERTER-driven twin rotary Compressor Model SNB172FWHM1 Compressor Rated Load Amps A I 7 i Outdoor Unit Compressor Locked Rotor Amps A 11 Compressor Oil Type/1 Charge oz. FV5OS//23 External Finish Color Ivory Munsell 3Y 7.8/1.1 — - -+ Base Pan Heater n/a W:In.(mm) 37-13/32(950) Unit Dimensions D: In.(mm) 13+1-3/16(330+30) H:In.(mm) I 37-1/8(943) W:In. 40-15/16 Package Dimensions D: In. 17-11/16 H:In. 40-11/16 Unit Weight Lbs.(kg) 151 (68) Package Weight Lbs.(kg) 176(80) Outdoor Unit Operating Cooling Intake Air Temp(Maximum/Minimum) "F 115 DB/-40`DB Temperature Range Type - R410A Refrigerant -----Charge Lbs,oz , 7 Ibs, 11 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) I 225(69) Maximum Height Difference Ft. (m) 100(30) Maximum Number of Bends i 15 Specifications are subject to change without notice. ©2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. SPECIFICATIONS: PKA-A24KA7 & PUY-A24NHA7(-BS) Notes AHRI Rated Conditions(Rated data is 1Cooling(Indoor//Outdoor) °F ; 80 DB,67 WB//95 DB,75 WB determined at a fixed compressor speed) *Wind baffles required to operate below 23F DB in cooling mode.For PUY models,wind baffles can be utilized to extend the cooling operation range to -40F.Please refer to the wind baffle submittals to determine which baffles are required to meet the desired operation range. "System cuts out in heating mode to avoid thermistor error and automatically restarts at these temperatures. SEACOAST PROTECTION • External Outer Panel:Phosphate coating+Acrylic-Enamel coating • Fan Motor Support:Epoxy resin coating(at edge face) • Separator Assembly;Valve Bed:Epoxy resin coating(at edge face) • 'Blue Fin"treatment is an anti-corrosion treatment that is applied to the condenser coil to protect it against airborne contaminants. Specifications are subject to change without notice. ©2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. ` ACCESSORIES: PKA-A24KA7 � / __������ Signal Receiver |orxm'umguA-E Wireless Remote Controller oppw, Lx2Mp-E Wireless Remote Receiver oPARFA32M&'E ! Backlit,Wa||'mounued.Wireless Controller 1oMMM1 | Portable Central Controller !oMQCH1 | Wired MAController |0FAR-30MpA | Simple MAController Touch mmControllerPAR1MAU-SB ---- -------------- - Wired Remote Sensor !oP°C~8E41TS^E ! Loukdown Bracket for VVire|euoHond'he|d �em�aCnn�m||er �oRCMKP1CB ! ' ' | / Wireless Temperature and Humidity Sensor 1 o PnC'USVVH8003^TM1 Outside Air Sensor for MHR1 nmuu11 | Flush Mount Remote Temperature Sensor S VO1FM1 Wireless Interface oP*C'uuvvHuoou'vvF'I ----- --------------------------- --1 Thermostat Interface D444CN1 �����. ����� ����.................—. kumonm,iunw oRAC^VVHSU1MC'E UGNAP|noedame oRAC4mM801UP'E i IT Extender PAC^vx*S01|E'F 8ACnet0 and MODBUGOInterface � oPAC'UKPRC001'CN'1 Connector for CN32(remote nn/nO) |oPAC~0E55n*,E External Drain Pump oPAC'KGO7DM-E ---- --..................-............ ...�------- 'T----------------------'- ExtnmaDrainPump oP*C-SH94DM'E -----'---------------- -------------- � ----�------�--� -� ---1 Blue Diamond Sensor Extension CaNe-15Ft. oC13^1O3 | Mini Condensate Pump-230Vapplication 'oS180'230 woUo8|ue Advanced Blue Diamond Condensate Pump w/Reservoir&Sensor i vX87'835'11Oto250V MaxiBlue Advanced Blue Diamond Mini Condensate Pump w/Reservoir&Sensor(208/23OV)up to 488 /h oX87-731 '208/230V � [recommended] � _ Drain Pan Level Sensor(Control for indoor unit shut off to prevent drain pan overflow) ......--................... '-------------------- -``~------............------------------ -------- - ----� �| 3Po|eDinounnauSwitoh(3Uk/60OVUL)[fits 2^X4''ub|it0'Black 0TpZ-M8308 | 3 Pole Disconnect Switch(30^I6O0vU4[fits 2^X4''utility]'White |on«Z'MS303Vv | � Specifications are subject to change without notice. @ 2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved- ACCESSORIES: PUY-A24NHA7(-BS) Twinning Distribution Pipe(50:50) 10 MSDD-50TR-E Air Outlet Outlet Guide o PAC-SG59SG-E Front Wind Baffle o WB-PA5 Side Advanced Wind Baffle I o WB-SD5 Rear Advanced Wind Baffle o WB-RE5 Drain Socket D PAC-SG61DS-E Centralized Drain Pan o PAC-SG64DP-E M-NET Converter o PAC-SF83MA-E M-NET Converter o PAC-SJ95MA-E Control/Service Tool o PAC-SK52ST Hail Guard o HG-A6 Condensing Unit Mounting Pad 24"x 42"x 3" o ULTRILITE2 Outdoor Unit Stand-12"High Qo SMS1201M Outdoor Unit Stand-18"High o QSMS1801M Outdoor Unit Stand-24"High 1 o QSMS2401M Heavy Duty Wall Mounting Bracket for Outdoor Units—Coated Steel !o QSWB2000M-1 Heavy Duty Wall Mounting Bracket for Outdoor Units-316 Series Stainless Steel o QSWBSS 3/8"x 5/8"x 10'/1/2"Lineset(Twin-Tube Insulation) o MPLS385812T-10 3/8"x 5/8"x 15'/1/2"Lineset(Twin-Tube Insulation) o MPLS385812T-15 3/8"x 5/8"x 30'/1/2"Lineset(Twin-Tube Insulation) o MPLS385812T-30 3/8"x 5/8"x 50'/1/2"Lineset(Twin-Tube Insulation) o MPLS385812T-50 3/8"x 5/8"x 65'/1/2"Lineset(Twin-Tube Insulation) o MPLS385812T-65 3/8"x 5/8"x 100'/1/2"Lineset(Twin-Tube Insulation) o MPLS385812T-100 Specifications are subject to change without notice. ©2018 Mitsubishi Electric Trane HVAC US LLC All rights reserved. t.:... 1 ! I -.. DIMENSIONS: PXA412 PKA-A24KA7 p p Unit: inch (mm) sm II- "_- . 1 _ W_ Ley&11— mm nc Klan vGe IId II'•=gar II — " III. l �E R-9/s2(l1i 3lR,rfR(B55 0.1Q(xTtl 9118(5) Fan,u0e(Gde Gpml \ Omer,B^C IUvypx hob lir e r e NGpRplpnp �— �BCq�ST5,W0 BY emp ry tf_ t f_ I 1 I Pww� �Terminal block for Outdoor unit P«m _ Temnnaiblockbrpo-uerwppMiop6n1l '''rnt '' _ ✓ �ep;con uaN 1-3 1 deln Me:D / 19.15gRIM4rn1P�,e Y� J 4x,GU'nx91 24 1a�1,.9ffeaTVa,e Doe 6-1He;15e) 5e6G4r.341 under wee I J (1 1I), J.. 1 El) f piping connection arol /L."W'1 ll it Liquid pipe �tn9etantdco pinnecption:e:3183!8F O.D(¢9.52) wveavi as B Flare Sleeve `°r'OYef"p'8Reingerant pipe:5180A(¢'.5.68) Ipurchenetl wcalyJ Though hda C Gas pip Flarede Flared connection:5/8F 15116 d2.15f16-03-5/32 ®Drain hose 5/8016)O D Effective length:23-1/32(58.5) Reoui�ad wce0ndoorunin Air inlet 1 8 a'atan b'eMpgy Z. Alr outlet \ i'�I1 IMM.&21l32210 6n13119216aS asp sQx! l �x.sn5iu5, Mn.2-1n6 52.3 'CI, 3Rl'a8 m S Ceriu aretn ck acex s '4-1 — N w Ms 4Jr1 -ie : '1.41.c. v p ge_ s i 5p6• — Fg.1al i ^nreg s= a ` r�ar—�Ill r e op��# per r_1� i� a,?. a=ab1 1• IEaairee�i Yen1A r ==. �'i� IMI�� ,anurn a,inars•�— —Is , fpI 2!°" �a a,.41 biuw,m��.G el� .c==n�1�i"ana Ile .. i— rim iGGni— 1-em67n(� tl "72=— i_ 7'—unawn „ens F[g�=3'-_ O��� •�Il��y�G_`,�lli4i��116� '�^'I -ewe=., n wvi „'72 lYil1\r lrl_II.1_ ; i S i A R 'a_ ., rrcrwmetr L _ nnpnm Specifications are subject to change without notice. ©2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. DIMENSIONS: PKA-A24KA7 & PUY A24NHA7 (-BS) 1 PUY-A24NHA7(-BS) Unit:mm<in> I FREE SPACE(Mound the uht) 2 SERVICE SPACE 3 FOUNDATION BOLTS 4 PIPINGNARING DIRECTIONS The dagmmbwuwsheAaa Dvrremrons aspect needed Please aearethe lamhrmN Plplrg end winrg rmle4$aa Rear Air Intake hU 21ap 1namnt belt b®cemaple Ion one seise are Wm4kwtlalnn(Id1a<w3,8>)bob. an be race tan 4 dreams: 6awlWar Bo[MPWLe+i EvlerAm el partlmwrdeteis are ewes)In the Wowdregem. (Bops and washers mustbe FRCKEnegtt,Rear end Eel= 175,4-73- etQ.5wn rsm.: given M the krsalsean memos et p.echas.d laxly.) II �. Lr�_ <Founda6m boa height Sitle Arc looks 11111111 s .13 J bSIXRDpgX -17 a Im n ]\fs/y m<zau Mill+^�>..',,tiuoaa-1v1s> ArDischarge Cm) Mgy ii 44$ &MM6. I JC Terminal Connections Let Power supply wiring RvxrNrlmake Handle Nn 59<9'I131 a Raght..Oowr•6ufdoawinng Se Airintake 322<12-11116 Eernt r Handle rdiera far I —U— ` Handle for maIng Example of Notes mONne •6 ® l "fir d/ �1 ...Rddaer-,luapammecem(fltLa aheee(SeFI a ..Rtlrgerm[L1OUl0 p9a amaNan(FrAPEI e9.5irLaP7 - __ - w ham, A. n.ha ,of STOP VALVE mmaelml Nm. A — g. om Air Intake/ Jy Ill at;____________4„....=._ �ood :V kJ- Front ma cover a-hens. Rear peeve cover/ Piping knockout Hole Details cma.,µawgbe �.mnee s a ailwtl1 R.5�st6g npmM e rt la ■ Rmaada1 hmparoNr 1�ii�.S.OP1oJm RO, WS Sigl..i.tozobviarghie pms, We. wamw«. � 41 l ll m mDM9 holeFinaWbgde me._sa, sn.aos 754 w..ors o. • 8: a l 'i �y " a ..--. __ cue. C m m.,s I mIane® #"S4i1 Rer hkEonneg e „ 74.2.harv. :T..g A + a a „ • MITSUBISHI ELECTRIC COOLING & HEATING 1340 Satellite Boulevard,Suwanee,GA 30024 Toll Free:800-433-4822 www.mehvac.com AVM CER1!FIEE, �f `o- r o\'I w FORM#PKA-A24KA7/PUY-A24NHA7(-BS)-201810 __- Intertek Specifications are subject to change without notice. ©2018 Mitsubishi Electric Trane HVAC US LLC.All rights reserved. _i__ , it . . 2r_ . )1_11 i ?,, „ .. .r 11 , �' '`PROF 1 '' + / VI:7 ; . ,.4:, 4. -y- SECTION A—A r - //�� . //A As OREGON 0 ipi,6 13. 1� 4, iSD. GPC9 EXPIRES: 6/30/21 1/-270 LB HEAT PUMP 1 5/8" SUPERSTRUT EA. SIDE OF HEAT PUMP ATTACH TO UNIT W/ 3/8"0 BOLTS 6" 6" L3x3x1/4 xl 5/8" ATTACH WI / MAX. , , MAX. / (1) 3/8"0 BOLT TO SUPERSTRUT AND A (1) #12x1 1/2" WOOD SCREW TO WOOD PLATFORM SIMPSON A34 EACH SIDE OF PLATFORM USE #9x1 1/2" SIMPSON SD SCREWS TO PLATFORM AND #8 SCREWS TO DECK 2x12 EACH SIDE OF UNIT-- il, EXISTING 1 1/2" B DECK A I fNAIL CORNERS W/ (3) 16d MIN. MAX SPAN = 7'-0" FOR 20GA DECK ///// MAX SPAN = 9'-0" FOR 18GA DECK 1 2—SPAN MIN LAYUP REQUIRED NOTE: • LOCATE ONE EDGE OF PLATFORM OVER DECK SUPPORT BEAM/JOIST • IT IS ACCEPTABLE TO INSTALL CLIPS ON THE INTERIOR OR EXTERIOR OF 2x12 19/32" PLYWOOD PLATFORM-- PROVIDED CLIPS LAND ON A HIGH FLUTE NAIL TO 2x W/ 10d AT 6" O.C. ALL EDGES NOTE: VERIFICATION OF ROOF FRAMING BY OTHERS HEAT PUMP ATTACHMENT AT METAL DECK 1" = 1'-0" 4:I1 QDRAWING TITLE:HEAT PUMP ATTACHMENT DRAWING: QPROJECT: A ureNrarnrec 15885 SW 72ND AVE SUITE 200 AMERICAN HEATING STANDARD DETAIL iiii ENGIN[[N'NG PORTLAND, OREGON 97224 � � F U PLANNING INIEDiOPS TEL : 503 . 226 . 1 285 LANDSCAPE F A X : 5 0 3 . 2 2 6 . 1 6 7 0 JOB: 190237.01 DATE:7.24.19 © nit GM wc.All.Flags RESERVED V i<rt GINA, /� 4" .r--' ifr 21 1 ' .67' dt # 1 " 4- 1/4eler' EGr• N64 • 13. '- �A SECTION A—A iS 0. GPI' EXPIRES: 6/30/21 /-270 LB CONDENSING UNIT 1 5/8" SUPERSTRUT EA. SIDE OF HEAT PUMP ATTACH TO UNIT W/ 3/8"0 BOLTS L3x3x1/4 x1 5/8" ATTACH W/ 6„ 6„ (1) 3/8"E BOLT TO SUPERSTRUT AND (1) #12x1 1/2" WOOD SCREW TO WOOD / MAX. / , MAX. , PLATFORM —A 2x12 EACH SIDE OF UNIT-- NAIL CORNERS W/ (3) 16d MIN. Li- 4- 5 j' j L3x3x1/4"x0'-9" EACH SIDE OF PLATFORM W/ (3) #12x1 1/2" LAG SCREWS TO CURB il � AND (1) 3/8"0x2 1/2" SIMPSON TITEN—HD —A y ANCHOR TO SLAB--INSTALL CLIP ON THE INTERIOR OR EXTERIOR OF PLATFORM INTO t) BLOCKING BELOW 2'i a e d 1111101111 NI djr a d e a 4 19/32" PLYWOOD PLATFORM-- NAIL TO 2x W/ 10d AT 6" 0.C. ALL EDGES \—(E) CONC. ROOF SLAB 4 1/4" MIN THICKNESS 3 MECH UNIT ATTACHMENT AT CONC. SLAB CU 1" = 1'-O" QDRAWING TITLE:HEAT PUMP ATTACHMENT DRAWING: OPROJECT: ARCHITECTURE 15895 SW 72ND AVE SUITE 200 AMIRI� HEATING STANDARD DETAIL 0 PORTLAND, OREGON 97224 �� let[ktORS T E L 5 0 3 2 2 6 1 Z 8 5 LA"USCAPE FAX : 503 . 226 . 1 670 JOB: 190237.01 DATE:7.24.19 © 201$aua.tt c.XL RRIQI16 RESERVED