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Specifications (22) OFFICE COPY '° MAY 232019 Cine ;r; BU!LD!l�iG L i v 31CN\1 TIGARD ALBERTSON'S PLANET FITNESS 1LANDLO PD WORK 16200 SW Pacific Hwy Tigard, OR I STRUCTURAL I CALCULATIONS VIMK Project Number:20190291 I Tiland and Schmidt Architects, Pt 3611 SW Hood Ave,Suite 200 Portland, OR 97239 1 I05/22/19 I0" PROFFS Offifi4 ' t i4REGON �°• 23, •'� P� EXPIRES: 6-30-2019 Prepared By: Stephen Mark Stenherg, P.E. May 22,2019 ` ENGINEERING + DESIGN ISrructurol Calculations: Tigard Albertson's Planet Fitness Landlord Work DC- I IProject: Tigard Albertson's Planet Fitness Project Number: 20190291 I Project Address: 16200 SW Pacific Hwy Document: Structural Calculations for Tigard, OR Building Permit I , TABLE OF CONTENTS ' Design Outline and Criteria DC-1 thru DC-2 IStructural Calculations C-1 thru C-9 IReference Sheets R-1 thru R-11 IDESCRIPTION OF STRUCTURAL SCOPE 1 The 'Tigard Albertson's Planet Fitness Landlord Work' project consists of the addition of (8) HVAC units on the existing building located at 16200 SW Pacific Hwy, Tigard, OR. This package includes calculations that verify the adequacy of the existing roof structure to support the new HVAC units as well Ias the anchorage design of the HVAC units to resist wind and seismic forces. I I I I 1 ***LIMITATIONS*** VLMK Engineering + Design was retained in a limited capacity for this project. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Engineering + Design for items beyond that Ishown in this Structural Calculation Package. G'tcod2019\20190291\02 Calculations\Figard Planet DC.docx 1 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlrnk.r:nrn Structural Calculations:Tigard Albertson's Planet ifitness Landlord Work DC•2 I CODES I 2014 Oregon Structural Specialty Code (Based on the 2012 International Building Code) DESIGN LOADS 1111 Live Loads Roof Snow Load I Flat Roof Snow Load, Pf 25 psf 'Dead Loads I Roof(Existing) Total Existing Roof Load 15.0 psf Additional loads I Roof Mounted Mechanical Units As Noted Wind I Ultimate Design Wind Speed, Vurf 120 mph Nominal Design Wind Speed, Vasd 93 mph111 Risk Category II Wind Exposure B Internal Pressure Coefficient GCP; = +/- 0.18 Seismic ' Seismic Importance Factor, le 1 .0 Risk Category II Mapped Spectral Response Accelerations Ss = 0.952 S1 = 0.419 Site Class D Spectral Response Coefficients Sds = 0.7101 Shc = 0.441 Seismic Design Category D I Component Anchorage Factors aP RP IP 1-2o HVAC Equip 2.5 6.0 1 .0 1 .0 I I I I G' rad20I NO I 9029'I\02 Calruiations\l igard Planet DC_docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.243.9263 www.vlmk.r:om I I V L M K Project: TIGARD-PLANET Job#: 20190291 By: SMS Date: 05/19 sheet#: C-1 IlENGINEERING +DESIGN I EXISTING ROOF FRAMING ANALYSIS EXISTING JOIST CHECK (RTU-1) P12.5 P12.5 I ( LOADS ii; ♦ ♦ w V / / / / / / / �1 WDA= 15 psf (roof) * WSL= 25 psf I R� IRR TRIB =4.Oft 31'-6" x P12.5= 1,670 lbs/(2) sides/ (4)joists = 209 lbs @ 2.5' & 7.5' (12.5 TON) ;11 CALCS ill MDESIGN= wL2/8 = 19.85 k-ft MPROPOSED = MDESIGN+ M12.5= 20.903 k-ft MPROPOSED/ MDESIGN= 1.053 — 5.3% < 5%, THEREFORE OK RESULTS EXISTING JOIST IS ADEQUATE EXISTING JOIST CHECK (RTU-4) P10 P10 lw I LOADS V / / / / / / / AWOE = 15 psf (roof) ♦ ♦ wsL= 25 psf I Ri, IRR TRIB =2.67ft x 52'-0" x P10= 1,460 lbs/(2) sides/(4)joists = 183 lbs @ 7.0' & 12.0' (10 TON) i CALCS MDESIGN= wL2/8 = 36.1 k-ft I MPROPOSED= MDESIGN + M10= 37.87 k-ft MPROPOSED/MDESIGN= 1.049IS ~ADEQU4.9%ATE< 5%, THEREFORE OK RESULTS EXISTING JOIST 3933 SW Kelly Avenue Porticnd,OR 97239 tel:503.222,4453 fax: 503.248.9263 www.vi k.corn C -2 I I General Beam Analysis arc."#':KVtt-06002728; . 'i" q . __ iOh ,GNN ENGINEER Description: Proposed Moment(RTU-1) General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 31.50 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 111 D(709) D(O 209) I1D(0.06)S(0.1) a a I Span=31.50 ft Service loads entered.Load Factors will be applied Applied,Loads. a for calculations. Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=4.0 ft,(Design Moment) Point Load: D=0.2090 k @ 2.50 ft,(HVAC(12.5)) I Point Load: D=0.2090 k @ 7.50 ft,(HVAC(12,5)) 1 DESIGN SUMMARY Maximum Bending= 20.903 k-ft Maximum Shear—_ 2.872 k I 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 15.278 ft Location of maximum on span 0.000 ft I Maximum Deflection Max Downward Transient Deflection 0.770 in 490 Max Upward Transient Deflection 0.012 in 30927 Max Downward Total Deflection 1.306 in 289 Max Upward Total Deflection 0.009 in 43843 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values (k-ft) Shear Values (k) Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope -9sgn.L= 31.50 ft 1 20.90 20.90 7 87 +DM+ Dsgn.L= 31.50 ft 1 20.90 20.90 2.87111 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span +D+S 1 1.3055 15.750 0.0000 0.000 Vertical Reactions: Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.872 2.586 Overall MINimum +D+S 2.872 2.586 D Only 1.297 1.011 S Only 1.575 1.575 I I 1 I General Beam Analysis I i #• . A.i•0 i : ''''",1"1,31--%,-e,i''' ,-.1 1, TAlitAggefei,umajorilea4,7(eihn44zi,-.1 Description: Proposed Moment(RTU-4) ii General Beam Properties I Elastic Modulus 29,000.0 ksi Span#1 Span Length = 52.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 I D(0.183) D(0_183) 1 1 0(0.04005)1,S(0.06675) t t * , f;-4-:,, ;":: ,,, ,_f„, -11:7,111=' , ,.,_, :.-,,'z.•.:::!,,if';'-_,:1::;:-.„1,z,:::_::6L)';'_.!--L1::,,__ ..,Z1-, I ' ;''' Span=52.0 ft i Applied Loads Service loads entered.Load Factors will be applied for calculations. IUniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=2.670 ft,(Design Moment) Point Load: D=0.1830 k @7.0 ft,(HVAC(12.5)) ' IPoint Load: D=0.1830 k @ 12.0 ft,(HVAC(12.5)) DESIGN SUMMARY I Maximum Bending= 37.857 k-ft Maximum Shear= 3.076 k Load Combination +D+S Load Combination +D+S Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 I Location of maximum on span 25.480 ft Location of maximum on span 0.000 ft • Maximum Deflection Max Downward Transient Deflection 3.817 in 163 Max Upward Transient Deflection 0.061 in 10299 I Max Downward Total Deflection 6.442 in 96 Max Upward Total Deflection 0.042 in 14787 Maximum Forces&Stresses for Load Combinations I Load Combination Max Stress Ratios Summary of Moment Values (k-ft) Shear Values (k) Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx MmdOmega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn.L= 52.00 ft 1 37.86 37.86 3.08 I +D+S Dsgn.L= 52.00 ft 1 37.86 37.86 3.08 Overall Maximum Deflections Load Combination • Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span I +D+S 1 6.4422 — 26.000 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 I Overall MAXimum Overall MINimum 3.076 2.844 +D+S 3.076 2.844 D Only 1.340 1.108 1 S Only 1.736 1.736 I I 5/14/2019 ATC Hazards by Location ATCHazards by Location c -4 Search Information I Vancouver Coordinates: 45.402910,-122.795488 182 ft pend Elevation: 182 ft E-liris#OrO° 0 0 Stater-GI-int Gresham ���1. ;P 09 Timestamp: 2019-05-14T15:53:28.984Z Hazard Type: Seismic N-ataork Reference ASCE7-10 Document: ` leI Map data©2019 Google Risk Category: II Site Class: D I MCER Horizontal Response Spectrum Design Horizontal Response Spectrum Sa(g) Sa(g) I 1.00 0.60 0.80 0.60 0.40 0.40111 0.20 0.20 0.00 0.00 0 5 10 15 Period(s) 0 5 10 15 Period(s) Basic Parameters Name Value Description SS 0.952 MCER ground motion(period=0.2s) I Si 0.419 MCER ground motion(period=1.0s) SMS 1.066 Site-modified spectral acceleration value I SM1 0.662 Site-modified spectral acceleration value SDS 0.71 Numeric seismic design value at 0.2s SA I SDI 0.441 Numeric seismic design value at 1.0s SA 111 ®Additional Information Name Value Description SDC D Seismic design category Fa 1.119 Site amplification factor at 0.2s F„ 1.581 Site amplification factor at 1.0s I CRs 0.896 Coefficient of risk(0.2s) 111 htts://hazards.atcouncil.or /#/seismic?lat=45.402910&Ing=-122.795488&address= 1/2 1 5/14/2019 ATC Hazards by Location CR1 0.872 Coefficient of risk(1.0s) C -5 PGA 0.417 MCEG peak ground acceleration I FPGA 1.083 Site amplification factor at PGA IPGAM 0.452 Site modified peak ground acceleration TL 16 Long-period transition period(s) 1 SsRT 0.952 Probabilistic risk-targeted ground motion(0.2s) SsUH 1.063 Factored uniform-hazard spectral acceleration(2%probability of Iexceedance in 50 years) SsD 1.616 Factored deterministic acceleration value(0.2s) IS1 RT 0.419 Probabilistic risk-targeted ground motion(1.0s) S1 UH 0.48 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) 111 S1D 0.6 Factored deterministic acceleration value(1.0s) PGAd 0.596 Factored deterministic acceleration value(PGA) I The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code Iadoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. IDisclaimer Hazard loads are provided by the U.S.Geological Survey Seismic Design Web Services. IWhile 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 1 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 1 location in the report. I I I 1 I . 1 htts://hazards.atcouncil.or /#/seismic?lat=45.402910&In =-122.795488&address= 2 2 P 9 9 / I VI/ LNIK Project: Tigard- Planet lobe 20190291 By: SMS Date: 05/19 Sheet#.C-6 I ENGINEERING +DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Wind Loads on Rooftop Structures and Equipment Based on the 2015 International Building Code and ASCE 7-10, 29.5.1 4te l--.-' TYPICAL SCREEN WALL 041441 . I „,. Fh ;�'" ....;� TYPICAL MECHANICAL UNIT Fh -4",mI H H ,, � I I DESIGN INPUT B = 200 ft Horizontal Dimension of Building Measured Normal to the Wind Direction h = 25 ft Mean Roof Height of Building (Eave Height if Roof Angle < 10) Height = 5.50 ft Height of Rooftop Structure or Equipment Width = 5.00 ft Width of Rooftop Structure or Equipment, Perpendicular to Wind Depth = 10.00 ft Depth of Rooftop Structure or Equipment, Parallel to Wind H = 30.5 ft Height to Top of Structure or Equipment V„It = 120 mph Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, & C] I B Exposure Category [Section 26.7.3] zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 26.9-1] a = 7.0 3-Second Gust-Speed Power Law Exponent [Table 26.9-1] I KZ = 0.701 Velocity Pressure Exposure Coefficient [Table 29.3-1] KZt = 1.00 Topographic Factor [Figure 26.8-1] Kd = 0.85 Wind Directionality Factor [Table 26.6-1] I ANALYSIS qZ = 0.00256KZKZtKdVutt2 [Equation 29.3-1] I qZ = 22.0 psf Velocity Pressure at Ultimate Level GCr = 1.9 Horizontal: Force Increase & Gust Factor [Section 29.5.1] GCr = 1.5 Vertical-Uplift: Force Increase & Gust Factor [Section 29.5.1] I Af = 27.5 sf Area of Structure Normal to the Wind Direction (Horizontal face) Ar = 50 sf Area of Structure Perpendicular to the Wind Direction (Vertical face) B*h = 5000 sf Building Area Normal to the Wind DirectionI Fh = q h(GC,-)A f [Equation 29.5-2] Fh = 1147 lbs Horizontal Design Wind Force (Ult., 1.0W) Ph = 41.7 psf Horizontal Design Wind Pressure (Ult., 1.0W) F„ = 9h(GCr)Ar [Equation 29.5-3] F„ = 1646 lbs Vertical (Uplift) Design Wind Force (Ult., 1.0W) I p„ = 32.9 psf Vertical (Uplift) Design Wind Pressure (Ult., 1.0W) I 1 VLMK Project: Tigard- Planet Job It 20190291 By: SMS Date: 05/19 Sheet#:C-7 I V ENGtNEER,NG+DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. IMechanical Unit Anchorage Design - 12.5T Based on the 2015 International Building Code and ASCE 7-10 IDESIGN INPUT Seismic Parameters: I x Sps = 0.710 g Design Spectral Response Acceleration Q = 1.0 Overstrength Factor [ASCE7 12.2-1 or 15.4-1] • 3 4 • - I Ap = 2.5 [ASCE7 13.5-1 or 13.6-1] RI, = 6.0 [ASCE7 13.5-1 or 13.6-1] cG tcR Y Ycg Ip = 1.00 [ASCE7 13.1.3] I z = 25 ft Attachment height from base of structure • 1 2 • - h = 25 ft Average roof height of structure from base • Xcg IWind Parameters: PLAN VIEW PHORIZ. = 41.7 psf Design Wind Pressure (psf), 1.OW PupuF-r = 32.9 psf Design Wind Pressure (psf), 1.0W Mechanical Unit Parameters: OCG W5 = 1,670 lbs Total Weight Zcg X = 120.0 in Base Dimension (max) ' ' I Y = 59.0 in Base Dimension (min) Z = 51.0 in Height of Unit SIDE VIEW Zcurb = 14.0 in Height of Curb, where occurs Load Combinations: I Xcg = 50,0 in Center of Gravity Seismic: Wind: Ycg = 24,0 in Center of Gravity (0.9-.2SDS)D + QE 0.9D + 1.OW Zcg = 50.0 in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.752E 0.6D + 0.6W IANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic:I 0.4a S W Fp = p �'S p (1+2 z- = 593 lbs <_1.6SDSIPWp = 1897 lbs OK RplIp h) >_ 0.3SDs'pWp = 356 lbs OK Base Shear, QVuE = 593 lbs Seismic, QE 111 Wind: Vuw = 2259 lbs Wind, 1.0W Vu,BASE = 2259 lbs Wind 1355 (ASD) Anchor Shear: (Load applied to each anchor/corner) ISeismic: Design Eccentricity = 5% Anchor: dx dx"2 dy dy^2 ex = 12.5 in ey = 6.7 in 1 50 2500 24 576 Mx_x = 7411 in-lbs My-y = 3972 in-lbs 2 70 4900 24 576 Y Direction X Direction 1 3 50 2500 35 1225 V1,3 = 173 lbs V1,2 = 175 lbs 4 70 4900 35 1225 V2,4 = 183 lbs V3,4 = 187 lbs 14800 3602 Wind: V1,2,3,4 = 565 lbs Max Vu,ANCHOR = 565 lbs Wind 339 (ASD) Overturning/Uplift: (Load applied to each anchor/corner) I Seismic: Mot = 37942 lb-in Seismic, QE Net Tension: Tx* = 397 lbs Mres,x = 63293 lb-in Seismic, QE Ty* = 721 lbs Mres,y = 30381 lb-in Seismic, QE ' Wind: Ma = 73409 lb-in Wind, 1.0W Max T,,,ANCHOR* = 721 lbs Wind Mres,x = 75150 lb-in Wind, 1.0W = 412 (ASD) Mres,y = 36072 lb-in Wind, 1.0W *Negative(-)values indicate there is no net uplift I I VVLMKProject: Tigard-Planet Job#: 20190291 By: SMS Date: 05/19 Sheet#.C-8 ENGINEERING i DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design - 10T I Based on the 2015 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: I x I I Sps = 0,710 g Design Spectral Response Acceleration S2 = 1.0 Overstrength Factor [ASCE7 12.2-1 or 15.4-1] • 3 4 • Ap = 2.5 [ASCE7 13.5-1 or 13.6-1] OCG -i-CR Y I Rp = 6.0 [ASCE7 13.5-1 or 13.6-1] Ycg 1p = 1.00 [ASCE7 13.1.3] - z = 25 ft Attachment height from base of structure 1 2 h = 25 ft Average roof height of structure from base I I xcg Wind Parameters: PLAN VIEW PHORIZ. = 41.7 psf Design Wind Pressure (psf), 1.0W I PUPLIFT = 32.9 psf Design Wind Pressure (psf), 1.0W Mechanical Unit Parameters: OCG Wp = 1,460 lbs Total Weight Zcg X = 89.0 in Base Dimension (max) r ' Y = 59.0 in Base Dimension (min) Z = 51.0 in Height of Unit SIDE VIEW Zcurb = 14.0 in Height of Curb, where occurs Load Combinations: Xcp = 39.0 in Center of Gravity Seismic: Wind: Ycg = 24.0 in Center of Gravity (0.9-.2SDS)D + QE 0.9D + 1.0W II Zcp = 50.0 in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.74E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: 0.4a S W F = p °'S p 1+2 = 518 lbs <_ 1.6SDsI W = 1659 lbs OK p Rp/Ip h) >_0.3Spsi pWP = 311 lbs OK Base Shear, 4V„E = 518 lbs Seismic, QE Wind: Vuw = 1675 lbs Wind, 1.0W V,,,BASE = 1675 lbs Wind = 1005 (ASD) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity = 5% Anchor: dx dx^2 dy dy^2 ex = 7.45 in ey = 6.7 in I 1 39 1521 24 576 MX_X = 3861 in-lbs My_y = 3473 in-lbs 2 50 2500 24 576 Y Direction X Direction 3 39 1521 35 1225 V1,3 = 148 lbs V1,2 = 153 lbs I 4 50 2500 35 1225 V2,4 = 154 lbs V3,4 = 163 lbs 8042 3602 Wind: V1,2,3,4 = 419 lbs Max V,,,ANCHOR = 419 lbs Wind = 251 (ASD) Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 33171 lb-in Seismic, QE Net Tension: Tx* = 318 lbs Mres,x = 43161 lb-in Seismic, 4E Ty* = 494 lbs Mres,y = 26560 lb-in Seismic, QE Wind: Mot = 54445 lb-in Wind, 1.0W Max TU,ANCHOR* = 494 lbs Wind Mres,x = 51246 lb-in Wind, 1.0W = 279 (ASD) I Mres,y = 31536 lb-in Wind, 1.0W *Negative(-)values indicate there is no net uplift I 1 lciri VLMK Project Tigard- Planet Job a`.. 20190291 By: SMS Date: 05/19 Sheet#C-9 I V- EN GINEERfNG t DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design - 6.5T 111 Based on the 2015 International Building Code and ASCE 7-10 DESIGN INPUT ISeismic Parameters: Sips = 0.710 g Design Spectral Response Acceleration I x I Q = 1.0 Overstrength Factor [ASCE7 12.2-1 or 15.4-1] • 3 cc 4 • - I Ap = 2.5 [ASCE7 13.5-1 or 13.6-1] 0 Rp = 6,0 [ASCE7 13.5-1 or 13.6-1] Ycg -4-CR Y Ip = 1.00 [ASCE7 13.1.3] _ z = 25 ft Attachment height from base of structure • 2 • h = 25 ft Average roof height of structure from base xcgI Wind Parameters: PLAN VIEW PHORIz. = 41.7 psf Design Wind Pressure (psf), 1.0W PuPLIFT = 32.9 psf Design Wind Pressure (psf), 1.0W Mechanical Unit Parameters: a W0 = 1,420 lbs Total Weight CG Zcg X = 89.0 in Base Dimension (max)I ( ' Y = 59.0 in Base Dimension (min) Z = 51.0 in Height of Unit SIDE VIEW Zcurb = 14.0 in Height of Curb, where occurs Load Combinations: I Xcg = 39,0 in Center of Gravity Seismic: Wind: Yc9 = 24.0 in Center of Gravity (0.9-.2SDS)D + QE 0.9D + 1.0W Zoo = 50.0 in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.752E 0.6D + 0.6W IANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: 0.4a S W / z 51.6SDSIPWp = 1613 lbs OK I F = n Ds a 1+2- = 504 lbs P RPI,, h, >0.3SoslpWp = 302 lbs OK Base Shear, QVuE = 504 lbs Seismic, QE ' Wind: Vow = 1675 lbs Wind, 1.0W V,,,BASE = 1675 lbs Wind = 1005 (ASD) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity = 5% Anchor: dx dx^2 dy dy^2 ex = 7.45 in ey = 6.7 in 1 39 1521 24 576 Mx_x = 3756 in-lbs My_y = 3377 in-lbs 2 50 2500 24 576 Y Direction X Direction 3 39 1521 35 1225 V1,3 = 144 lbs V1,2 = 149 lbs 4 50 2500 35 1225 V2,4 = 149 lbs V3,4 = 159 lbs 8042 3602 I Wind: V1,2,3,4 = 419 lbs Max Vu,ANCHOR = 419 lbs Wind 251 (ASD) Overturning/Uplift: (Load applied to each anchor/corner) I Seismic: Mot = 32262 lb-in Seismic, QE Net Tension: Tx* = 326 lbs Mres,x = 41978 lb-in Seismic, QE Ty* = 501 lbs Mres,y = 25833 lb-in Seismic, QE Wind: Mot = 54445 lb-in Wind, 1.0W Max T,,,ANCHOR* = 501 lbs Wind 1 Mres,x = 49842 lb-in Wind, 1.0W = 284 (ASD) Mres,y = 30672 lb-in Wind, 1.0W *Negative(-)values indicate there is no net uplift I r r M M _! 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I : € . . t 1QA3014PSMKS.RE "OrI IOW.I..Trza UR .ax .Elu,roa UM MOT ...0.0 333".33.333.3E.33.,3.3>._.3.3" E .:""";w.-.°..a°°'n..E.°`"`vu,4ri°mn.was,w Qh yCf/3116103 UM. sIS TO NOR 1113 moms/1.41.0.1 V NE CONITURCII DICOIMITERS MT KITICOOR WARM TO COMM MR.MO MU RE 015110130 CA ROMOVER IC MI ROM Or (1) 001430.03 POSE TO ESCMITICILIEU.SPECIIICS00115. 51 3.at...::nv,f,. s Wtart. .+'z A,,, -E m,,,,1 t a I *, ''.'' .� l ,ab:.,,, vx ,eenm.10rwx.T_wmwPM.. W N "°" , ., }w •aE xx- • i•u t<sc of..........� ., I ' �.,;s. .a...,. 2 ........ ......r. .... .... :t ,-,.. kw... x33.10. „. _>. { ?j,—...4-..-4-- o t I O s r Q wZ ..1.13..x. (a w ¢ ,1........3.0.3"....0".1.30300.3.31•333."3300,03311...33.. .,...24,41:,..., a CCC .1aCN Q CC o4 ti O *CI Q 11..PUP ITC a... x ROOM"_T :�::�T MOW m O .101 31310 ".aa" Ro I xNl ti wT. rICEa..a M:aN RF., s �._.. I Larmorgav/ ". I�/I._ wa " +11.—ii--, F T .. 1100f JO=REE . .�IY1\y1 /3 %..A. mama sou.Roar.."10111.1.1.1.11.11 1033. mRs 1:... I.MIME TRIP AT cc::MM./311. DETAIL— HORIZONTAL S._n.: 33.1 Ea,.:a.T°a nos MI.rase T° DUCTED ROOFTOP UNIT SOUND 9 AM DDL- CONDENSATE DRAIN i ISOLATION,CURB &SEISMIC RESTRAINT ETAIT i. raw x.TS. .s. PROJECT N0. 19105 rn ,.ax,.. rn rn rn z n m y1.o ...W Z A-< ',O r 0 V 0 0 Q F.;`r,' 's?.n I II I I I I I I TILAND 6`N cMIDTT TOm I .w .. c. I Ii (D "II 1 II I II I I �.,�.. O I 0 , , .9DI, , 11 ,JyL.,(7 /14— rc. �- , , ,__ ___ __ _ . ,..„,_._ __Tow _.® n. .yam" .T 19.row ' ` 'I.__ -- I I I 1�� I, p ^"IMOD 5 :::.„.111,/.-`m-�Id`—. , m J / �-- 111 H ( I am�k,.n n. 1 m�ro 1 m.-wroI m�..a-.� `"'""� m ‘11( -----i{Wim_ __--__ ---___L__ --e^=y— --__;4{.1?--- 141 1 —_mom — .4,..,,,_e..--1-•--_.„L:\-�=�- — �I — cE� m�,—_—. - -- — t p�� 1`�m.+ m=-� rti� W v I w i m.. �mnl 1 laI I 12. ,2 - I I I i I I I "�� ri,Af" iL: I ° z=CC N I Q n �— n.l 1 ��° / .. _ N,9... C1wU¢ 24.2/ I X004 ( I I Mal. ar I I I I i I '+ V 0 tea" i n�� �OOG I I I QJ GE o TO cz i I �e; ii I ' i Ai �� I i l j I ,<\ I I i m m.\ rc ---- - - ------1 -- —' —-- -—}-—--—--— -d—-------- --- - -'--H l' ---- — � -- - --— -------- - -------- ® +'y I �y--CO 1 itzilp CC I ( F ` I T..mm 1 I I \\ j a H I Ci 1 j I i �m"° I I I m1. .( m � I 1 I Q I -1- --- -I- ----. '--1---/- . --- L 1. ( '--- I-1-1/7_.r---' Ilm .v,ll /.. 1 (c,co w.,, ' m Xrcr s;�/'��p �m.,.. m`. .�" Im __merry 1 I I ' ur - j -7--- ----i P. - mss..._ "W atin_-"--- 1 — 19.•fc" PROJECT NO. I I I I I I I I m '!;o., e. .— ®PLUMBING FLOOR PLAN GENERAL NOTES.• KEYEDDNOOTEESS 0— FIRE SPRINKLER�L DA T.111 fin t N.NIOIXO 1103 OTES:O m p�afox. not m.evens 'I I'veTrilmc r I'rare: I.II 9"I con ell rei e.'Trro i norm .ww"....�.",.e..so. .v,. O)O. m�m"9u...um�.. m�N.,,"e"e'�° nu".". . MOO."MO smarm P.M I.,o. m COMO ",.r®"n H..... ."memw"r mr..o" m.n"ta..9wmn..lo.uumm�.m."nu.r m." "+vn .xw...o.r a.,.o.No nz "un nrn,.c".c S. mwa.T. MAR'I.P.v..l9mm.......... `' 'T c n 9m"r,,.9."mc WY roan".co m must a ."".uw MAW.PM 1...m 0I m......wu o 7) -, / ii I, orc man ma -< Iv 4.1 111111 — — N — M — N — 111111 NM — — W — — It N 1111111 Series 10 3-12.5 Ton Package Page:4 Johnson 4 ' Johnson Controls Single Package R-410A Air R - 3 Controls Conditioner REFERENCE ONLY Project Name: PF-Tigard Unit Model ,,«..,a rIInwz,rt+,-r., Quantity: 1 Tag#:Covered Gym System: J12ZJN18D2D2NAF1A1 Cooling Performance Total gross capacity 170.8 MBI-1 „,,.„„„b ”",4'uF-„ Sensible gross capacity 121.3 MBH . � " --- Total net capacity 155.7 MBH ; Sensible net capacity 106.2 MBH X t � Efficiency(at ARI) 12.00 EER x - • Integrated eff.(at ARI) 13.50 IEER tr , Ambient DB temp. 95.0 °F ,, Entering DB temp. 80.0 °F Entering WB temp. 67.0 °F Leaving DB temp. 57.5 °F Leaving WB temp. 56.1 °F ,, • �� Power input w/o blower) 11.50 kW «• �_ Sound power 85 dB(A) 1 ,. Refrigerant - iz,. ,e Refrigerant type R-41 OA " " „- Sys1 10 lbs 8 oz Sys2 9 lbs 12 oz Gas Heating Performance 12.5 Ton Entering DB temp. 60 °F • JCI Series 10 units are manufactured at an ISO 9001 registered facility and Heating output capacity(Max) 144 MBH each rooftop is completely computer-run tested prior to shipment. I Supply air 5000 CFM Unit Features Heating input capacity(Max) 180 MBH • Two Staged Cooling DB temp. 86.7 °F Airit rise 26.7 °F • 180 MBH Input Aluminized Steel,Two Stage Gas Heat temp. SSE 80.0 % • Full perimeter base rails with built in rigging capabilities Stages 2 • Unit Cabinet Constructed of Powder Painted Steel,Certified At 750 Hours Supply Air Blower Performance Salt Spray Test(ASTM B-117 Standards) Supply air 5000 CFM • Supply can be field converted from vertical to horizontal configuration without Ext.static pressure 0.6 IWG cutting panels Addl.Unit Losses(Options/Accessories) 0.82 IWG Scroll Compressors] Blower speed 1463 RPM • Dry Bulb Low Leak Economizer w/Barometric Relief and Power Exhaust and Max BHP of Motor(including service factor) 5.75 HP Hoods(Bottom or Horizontal End Return Only)with Economizer Fault Duct location Bottom I Motor rating Detection&Diagnostic(Meets ASHRAE 90.1-2013,IECC 2015,California 5.00 HP Actual required BHP 4.75 HP Title 24,AMCA 511). Power input 4.43 kW • Slide-Out Blower/5 HP Belt Drive Motor Assembly Elevation 0 ft. • Solid Core Liquid Line Filter Driers Drive type BELT • Unit Ships with 2"Throwaway Filters III Requires field-supplied drive true • Replacement Filters:4-(24"x 20").Unit accepts 2"or 4"wide filters. Electrical Data • HACR Circuit Breaker/Disconnect Power supply 208-3-60 • Short Circuit Current:5kA RMS Symmetrical Unit min circuit ampacity 79.9 Amps • Single Point Power Connection I Unit max over-current protection Dimensions$�Weight 100 Amps • Through-the-Curb and Through-the-Base Utility Connections • Dirty Filter Switch Hgt 51 in. Len 120 in. Wth 59 in, • Return Air Smoke Detector Weight with factory installed options 1535 lbs. • E-Coat Condenser Coil Clearances • Micro Channel"all-aluminum"condenser coil,Copper tube/aluminum fin Right 12 in.` Front 36 in. Back 36 in.; evaporator coil LTop 72 in, Bottom; 0 in. Left, 36 in, i • E-Coat Evaporator Coil • Note: Please refer to the tech guide for listed maximum static pressures Composite Drain Pan-Front Connection • Tool-free maintenance with features like hinged doors for all-access panels, ' � r _ ift slide-out blower and blower motor tray ,i 6 1FI 'nua"�Y" cC144 s BAS Controller • Smart Equipment Controller including Discharge Air,Return Air,and Outdoor II Air Temperature Sensors. Standard Unit Controller: Smart Equipment Control Board • Safety Monitoring-Monitors the High and Low-Pressure Switches,the Freezestats,the Gas Valve,if Applicable,and the Temperature Limit Switch I on Gas and Electric Heat Units.The Unit Control Board will Alarm on Ignition Failures,Safety Lockouts and Repeated Limit Switch Trips. Warranty • One(1)Year Limited Warranty on the Complete Unit I • Three(3)Year Warranty-ElectroFin Evaporator Coil • Three(3)Year Warranty-ElectroFin Condenser Coil • Five(5)Year Warranty-Compressors and Electric Heater Elements • Ten(10)Year Limited Warranty-Aluminized Steel Heat Exchanger IInformation is subject to change without notice.Check local codes. Printed 04/30/2019 j; Series 10 3-12.5 Ton Package Page:6 Johnson O $t Controls Johnson Controls Single Package R-410A Air Conditioner Project Name: PF-Tigard Unit Model#: J12ZJN18D2D2NAF1A1 Quantity: 1 Tag#:Covered Gym System: J12ZJN18D2D2NAF1A1 Consolidated Drawing 1 2 3 4 5 6 7 8 9110 II 12 i3 i4 i5 i8 NOTES: U I CENTER OF GRAVITY N GPEkATI NG I. FOR OUTDOOR USE ONLY. "'---32.67 --'-"') TODRAH I WE IGNT (I.BS1 LOCATION(BASE UNITS 4 POINT CORNER!GADS (LBS7 (RASE UNITS 2. WEIGHTS SHOWN ARE FOR COOLING ONLY UNITS. 2829,81 _ T (BASE UNIT) 8 0 A 8 C I D K 3. MIN. CLEARANCES 12 TO BE: 6.83 12.5 (P/XA 1403 16361 I 51 11295,41 25.5 1647,11 259 11181 347 11573 456(2071 1 340 11541 H RIGHT I E: 32 19051 1173,57 12.5 28724 1465 E8651 51 1(295,41 25.5 E641,71 210(1231 363[165) 477 72(61 1 355 11621 LEFT SIDE: 36 [9151 � +^•-7.84 f FRONT: 30 19151 A , _. [199,1) 12.5 2J/2W 1280E5811 4811218,2/ 24E609,01 240E1091 281E1281 410E1867 1350E1591 REAR: 36 (9151 TOT18.00 12.5 2H/20 1215 E5511 J 46 [1168,41 26 [660,41 259E1181 277E1261 351 (1597 ( 328 11497 BOTTOM: 72 13)307 OM: 0 70) !! 1-057,27 6.82 IP 11723 1460 16621 45(1143) 25.5 1647,71 312 E1421 369 11457 415!1997 � 410 61867 3 4, TO REMOVE THE SLIDE-OUT DRAIN PAIN, A REAR CLEARANCE OF 24.38 - "IL 1173,31 12.5 /1120 1478(0701 49,75 11263,'I2 24.5[632,31 211 1(231 343 L(563 483(2(97 138€ (1731 ,l 60 in (1525 m) IS REOUIRED. IF SPACE IS UNAVAILABLE, THE 32.10 t6I9,21 II DRAIN PAN CAN BE REMOVED THROUGH THE FRONT B7' SEPARATING ALTERNATE CONDENSATION 880 THE CORNER WALL. 7815,31 1 A I a 5, FOR SMALLER SERVICE AND OPERATIONAL CLEARANCES ' + ' ' 'I ' l� ....... 10.50 1 18.25 CONTACT YOUR APPLICATION ENGINEERING DEPARTMENT. 24.23 • ; S. 1 ""II��I imam... 1 10 {266.77 [463,61 6. DOWNFLOW DUCTS DESIGNED TO BE ATTACHED TO ACCESSORY [615,4} i iS ,U IIID II_ iil ��., ROOF CURB ONLY, IF UNIT IS MOUNTED SIDE SUPPLY. IT (FROM MTG. • IP 24.00 [ !! ��� H IS RECOMMENDED THAT THE DUCTS ARE SUPPORTED BY CROSS BRAC(S FLANGE} l 17 27.50 ,P 2609,63 i1��' kV 'It�l�l l ____..a.w_w.. N 7 AS DONE ON ACCESSORY ROOF CURBS. �_ ' f :R[698,51 'L II (I �', P 4 I Irir ff R . SIDE DUCT FLANGES ARE 0.15" HIGH. . I BOTTOM DUCTS DO NOT NAVE FLANGES. LEFT 1N --i-- ,{ RIGHT 3, MINIMUM CONDENSATION TRAP HEIGHT SHALL BE 1.5 TIMES Y . _ .F i___ __ I w1' I .4Il �Ef t '. _ T 28.25 THE LOWEST NEGATIVE STATIC. 9 t� f483 67 =__ R 1117,67 9. DIMENSIONS IN 1 1 ARE IN MILLIMETERS OR KILOGRAMS. t 1 +21.00►. •��11� 1� ' Al. --- G 10, OPTIONAL COIL GUARDS, POWER EXHAUST, GAS HEAT, 20 8 f 19.14 1 Y [533,41 3 1M I�, 1I - '\, G ECONOMIZER, DISCONNECT SWITCH, CONVENIENCE OUTLET, 15 8,01 20.14 (486,21 17.14 i SUPPLY \ AND BAROMETRIC RELIEF 4 FRESH AIR HOODS SHOWN. 2511,61 i (435,47 L !dR'5Il17►1 .I 51011id 4 I ( 18.06 ZOL EXCEPT XPIXA (HEAT PUMP) UNITS, O e_ 3 C � �_ �. 1458,71 FRONT 14.47 �OTTGM GAS %RL��eNWNNRR��E� 8117 i t"s67,6) SUPPLY ENTRY 2.0 150,01 r - ( 16,39 1 i^-2.88 F �► DIRECTION OF AIRFLOW l [416,41 5.16 173,21 F 8.06 BGTTCM ENTRY: CENTER OF GRAVITY 2458,81 18.89 POWER 02.5o 163,57 7131,17 28.25 33.63 ----1 5 1479,97 CONTROL 3X U50.875 722,237 2717,67 1303,41 X BEAR(PARTIAL VIM TOP VIEW (INTAKE HOOD NOT SHOWN IN THIS VIEW) DISCONNECT SWITCH COVER • OUTSIDE AIR 1OPTIORA11 -719.50- - 58,49 H • E INTAKE HOOD E (OPTIONAL) POWER ENTRY 02.5 163,51 ( 23035,31 (1 475,57 I --- pl FRESH AIR H008/ ---" 1 ECONOMIZER ( ' -I, BLOWER ACCESS : I �1 25,72 EGPiIONAIJ • [65.. 33 , ) CTL PANEL' I� 1E. C1ESRS/OR -GAS INLET:__ CONFRESSOR CONTROL ENTRY¢0.87a 122,237 �i _ - � �� ACCESS __ i• 0 � ACCESS 1 O• • I�� I,. POWER ENTRY X2.50 L63,51 F.-6.-- ;=-2 --.-_. 58.15 6..----=6,-.6= 666--E.69.--- I = �I „me a [1289.I I �_: • ( '•••.•III HEAT SOLE ON ir i B.' W' I ._.. :Ic >r DAROMEANIC RELIEF HOW/ .4. I ACCESS _ 1111.1111111• i C ----.-'_.`,� POWER EXHAUST 1, j® - I __ _-_ EOP NONAL) iiiitarit C • -21.31 21.19 "- 1.38 1 59.00 • LEFT VIEW CONVENIENCE OUTLET CORE; [693,61 7538.27 7289,11 (349$,6} (OPTIONAL) SEE DETAIL A FOR 1,00" FPT DRAIN LOCATION EXHAUST OIL GUARD i CONVENIENCE OUTLET-1 FLUE© MEAN (OPTIONAL) �J B ki POWER ENTRY 00.875 122,23) 8900 - h1 B 22260,67 Fg ' ----- (OPTIONAL FRONT COIL GUARD NOT SHOWN IN THIS VIEW) Mm 5.32 SAFETY AND KEY iW?Y [O�y( x HG"R5m IIMii t"M MMRl1 r ".4 YP"N9 T9 ua W rF a"'.J fM 911 to Sim. N 3235,01 1 SACFOFETYtAND KE1 !Lr OAtE REVISION RECORD EC NO DR CX ENG OIIi tAE ....1"i't celu+.6>xaottuYan[Ixauwla 47411116.••.umP6u su IN • 66990-PW6401-06 10 11-21-13 ADDED MELON ROOD KIT 51ER€SH AIR 1 8AR0NETRIC RELIEF 26497 S0 NLP MR Vril""t"tt.6.W6.r l9 MATERIAL 1uMEUCw"1r 011!14" SUBMITTAL DWG, PREDATOR, *»P,HOT APPLI" • Gil v 0 1 N 09.24-18 ADDED ZT1ZV UNITS TO TABLE 85359 LOP SMD KC Z A iN1E9A66LE --- _ 2i,6&00,` W COIL, 50" CAB u9i.,NOT APPLI! PROJECTION C 01.26-1i ADDED HOOD WIDTH DIMENSION IN TOP VIEYILO RCI - ANNA F A rmrAK A. O 07-20-12 CHANGED ACCESS PANEL NOTES 23525 L0 RCP 860 H. 1.a. 11.1.1E 6..p. -�` 'p, 8.r49616)E(III It JOHNSON CONTROLS TTT SCALE• 0.300 N4rs6pW �� � (E,G9 #4-12 ADDED TH7Z0 UNIT TO TABLE 22518 to RCF BOB EW OxneaT MUM DROOP tjST PRE.D' I 0 - .t 05-20-13 CHANGED XPI50 112.51)95014)0 26 195 LO RCF 888.StLLC 0 015 WOAN49.06 73069 IN.NO I 01 I O �1�1 • I 2 3 4 5 6 7 8 9 10 i( 12 13 14 15 Z N t- ( Information is subject to change without notice.Check local codes. . Prime -< .A NM r MO r ME NM MO MI MR MN r MN OM r MI NM 11111 w MS ISeries 10 3-12.5 Ton Package Page: 12 Johnson Controls Johnson Controls Single Package R-410A Air R - 5 Conditioner REFERENCE ONLY Project Name: PF-Tigard Unit Model#: ,,ILLdr9IOIJLVL1YF11 Irl Quantity: 1 Tag#:Covered Gym System: J12ZJN18D2D2NAF1A1 I 1RC0471 Roof Curb I I I I RIGHT 80-5/8 �� INSULATED DECK UNDER I � CONDENSER SECTION 204.4("/"16. <C> 'r 41110 SUPPLY b . DUCT SIZES: Return 19.5 x 29.5 I 44* ETURN ,�►= ' Supply 19.5 x 29.5 2 TYP. � ROOF OPENING: 46 Long 4 �,� ----- 30 Wide 1 30 4114414441111000,42,144,e-- 50-1/2 �{0 0 11111. DECK UNDER I INSULATED COMPRESSORD SECTION FRONT I \�'' I Supply and Return Air(Including duct support rails)as shown,are typical for bottom duct applications. IFor location of horizontal duct applications(On rear of unit),refer to Unit Dimensions details. I I I1RC0471 Roof Curb Dimensions IInformation is subject to change without notice.Check local codes. Printed 04/30/2019 Series 10 3-12.5 Ton Package Page: 13 I Johnson 0/, Johnson Controls Single Package R-410A Air R - 6 Controls Conditioner REFERENCE ONLY I Project Name: PF-Tigard Unit Model#. ..ruz-nrroazvn•rmr,rt Quantity: 1 Tag#:Open Gym System: J10ZJN18D2D2NAF1A1 Cooling Performance � �� �� 4 - I Total gross capacity 130.0 MBH Sensible gross capacity 96.0 MBH Total net capacity 120.7 MBH i s Sensible net capacity 86.7 MBH � i ��, ,' I • Efficiency(at ARI) 12.00 EER -,, nI:� Integrated eff.(at ARI) 12.80 IEER . ' f Ambient DB temp. 95.0 °F r x , i Entering DB temp. 80.0 °F � 1 ., Entering WB temp. 67.0 °F t! f f t , . Leaving DB temp. 57.8 °F r Leaving WB temp. 56.7 °F t �z • . Power input(w/o blower) 9.00 kW e Sound power 91 dB(A) z . , „ I Refrigerant k .. Refrigerant type R-410A Sys1 7 lbs 14 oz .-4119,- Sys2 7 lbs 14 oz I Gas Heating Performance 10 Ton Entering DB temp. 60 °F • JCI Series 10 units are manufactured at an ISO 9001 registered facility and Heating output capacity(Max) 144 MBH each rooftop is completely computer-run tested prior to shipment. Supply air 4000 CFM Unit Features I Heating input capacity(Max) 180 MBH • Two Staged Cooling DB temp. 93.3 °F Air t • 180 MBH Input Aluminized Steel,Two Staga Gas Heat Air temp.rise 33.3 °F p g SSE 80.0 % • Full perimeter base rails with built in rigging capabilities Stages 2 • Unit Cabinet Constructed of Powder Painted Steel,Certified At 750 Hours Supply Air Blower Performance Salt Spray Test(ASTM B-117 Standards) Supply air 4000 CFM • Supply can be field converted from vertical to horizontal configuration without Ext.static pressure 0.6 IWG cutting panels Addl. Unit Losses(Options/Accessories) 0.58 IWG • Scroll Compressor[s] Blower speed 1181 RPM • Dry Bulb Low Leak Economizer w/Barometric Relief and Power Exhaust and Max BHP of Motor(including service factor) 3.45 HP Hoods(Bottom or Horizontal End Return Only)with Economizer Fault DMotor ct orocangn Bottom Detection&Diagnostic(Meets ASHRAE 90.1-2013, IECC 2015,California Motor rating 3.00 HP g Actual required BHP 2.94 HP Title 24,AMCA 511). U Power input 2.73 kW • Slide-out Blower/3 HP Belt Drive Motor Assembly Elevation 0 ft. • Solid Core Liquid Line Filter Driers Drive type BELT • Unit Ships with 2"Throwaway Filters Requires field-supplied drive true • Replacement Filters:4-(24"x 20").Unit accepts 2"or 4"wide filters. Electrical Data • HACR Circuit Breaker/DisconnectI Power supply 208-3-60 • Short Circuit Current:5kA RMS Symmetrical Unit min circuit ampacity 57.2 Amps • Single Point Power Connection Unit max over-current protection 70 Amps • Through-the-Curb and Through-the-Base Utility Connections Dimensions&Weight • Dirty Filter SwitchI Hgt 51 in. Len 89 in. Wth 59 in._ • Return Air Smoke Detector Weight with factory installed options 1325 lbs. • E-Coat Condenser Coil Clearances • Micro-Channel"all-aluminum"condenser coil,Copper tube/aluminum fin Right 12 in. Front 36 in. Back 36 in.' evaporator coil I `op 72 in. Bottom 0 in. Left 36 in. J • E-Coat Evaporator Coil Note: Please refer to the tech guide for listed maximum static pressures • Composite Drain Pan-Front Connection • Tool-free maintenance with features like hinged doors for all-access panels, A,' . : ..icAHsEgo *�, `,• 1 slide-out blower and blower motor tray �AR�CERTIFIED.,QUALITY , A . - 1 %,,Y... ,65,,,,, ,�.. '-- ;t3ta tA� �us i., - y `V BAS Controller • Smart Equipment Controller including Discharge Air,Return Air,and Outdoor Air Temperature Sensors. Standard Unit Controller: Smart Equipment Control Board • Safety Monitoring-Monitors the High and Low-Pressure Switches,the Freezestats,the Gas Valve,if Applicable,and the Temperature Limit Switch on Gas and Electric Heat Units.The Unit Control Board will Alarm on Ignition I Failures,Safety Lockouts and Repeated Limit Switch Trips. Warranty • One(1)Year Limited Warranty on the Complete Unit • Three(3)Year Warranty-ElectroFin Evaporator Coil I • Three(3)Year Warranty-ElectroFin Condenser Coil • Five(5)Year Warranty-Compressors and Electric Heater Elements • Ten(10)Year Limited Warranty-Aluminized Steel Heat Exchanger Information is subject to change without notice.Check local codes. Printed 04/30/2019 I MI MN NE NM EN NM MI NI NM MN MN NS NM MI MN 1 EN MI MS Series 10 3-12.5 Ton Package Page: 15 Johnson �� Controls Johnson Controls Single Package R-410A Air Conditioner Project Name: PF-Tigard Unit Model#: J1 OZJN18D2D2NAFIA1 Quantity: 1 Tag#:Open Gym System: J1OZJN18D2D2NAFIA1 • Consolidated Drawing NOTES: r- OPERATINGT CENTER OF GRAVITY 4 POINT CORNER LOADS (LBS) (BASE UNIT ) 1. FOR OUTDOOR USE ONLY. TONNAGE UNIT WEIGHT (.LBS) LOCATION (BASE UNIT) i 2. WEIGHTS SHOWN ARE FOR COOLING ONLY UNITS, _ (BASE UNIT) X_._...i _...._Y......................- A B C D 3. MIN. CLEARANCES TO BE: 8.5 _ 2F_._._1007 [458 38-965 F24 `610 235 '107' I 175 79 255 6 342-16 I RIGHT SIDE: 12 305 -......18....." ZF 1103 [501_ 38 `965' ` 24 '610' 257--.11r-.... 12 87 279 129 375 '1.70(( LEFT SIDE: 36 '915' 1-875I ZH 1030 467 38-965' ' 24 '610' 240 109' 179 8 261 11$' 350 159 FRONT: 36 '915' _ 16 ZH 1090 '494 38 965 24'610 254-113-189_,__ $ 6U1 86 276 `125-371 166`1 REAR :36 '915 6:5........[....2J.- 1030 [467 39 991 25 '635 2455'111` 191 18 333 '151' TOP: 72 '1830] 7 05 47 .5 ZJ 1@50 [476 ,.._39 991 25 '635° 251113-185 $§ 15-126 `340 `154 i h 32.67-- 6.5 Z3 1060 [481" BOTTOM: 0 '@S � ...._.__._............�......... 4. TO REMOVE THE SLIDE-OUT DRAIN PAN, A REAR CLEARANCE OF {{ _ 38 965 ) 24 610°_247 112 . 184 8, 268 -122_36@'163 60 in (1525 mm) IS REQUIRED, IF SPACE IS UNAVAILABLE THE - [83@] 1 10 Z7_.. 1070 [485` 39 991 124 610} 245,--111°-. 191 87 278 126 357 132 -j DRAIN PAN CAN BE REMOVED THROUGH THE FRONT BY SEPARATING 6'83 --- 8.5 &101 ZR 1200 [544 I 38 965.__.25..5.[6481.297-:135- 221 100 ' i 291-11r--190 177-` THE CORNER WALL. [173] 6.5 € XP 1080 490 38 965 i 25-635 262 119 195 89 266 121 357 162 I 5. FOR SMALLER SERVICE AND OPERATIONAL CLEARANCES 24.38-1-- 1---T5. 7.5 j XP 1090 [494 T 38 965 23 584 243 119 181 :2 1 38 173 'I CONTACT YOUR APPLICATION ENGINEERING DEPARTMENT. � 11 : XP 1137 [516] ..,38 965]I 25.5 ,648 282 128` 210 •5 276 125 370 68 1 6. DOWNFLOW DUCTS DESIGNED TO BE ATTACHED TO ACCESSORY [619] , T , ? XP 1135 [515] 38 965 25.5 648' 281 ]127 209 95 275 125 369 167 ROOF CURB ONLY, IF UNIT IS MOUNTED SIDE SUPPLY, IT - - -- IS RECOMMENDED THAT THE DUCTS ARE SUPPORTED BY 11 18.@0 7.84 CROSS BRACES, AS DONE ON ACCESSORY ROOF CURBS. 32.06- 7. SIDE DUCT FLANGES ARE 0.75" HIGH. [814] I 1 [457] [199] BOTTOM DUCTS DO NOT HAVE FLANGES. d -6,83 8. MINIMUM CONDENSATION TRAP HEIGHT SHALL BE 1.5 TIMESI. [173] THE LOWEST NEGATIVE STATIC. A Ii 4 1 9. DIMENSIONS IN [ ] ARE IN MILLIMETERS OR KILOGRAMS. �� B 10.50 18.25 10. OPTIONAL COIL GUARDS POWER'EXHAUST GAS HEAT, [', 1 • •1 q� s . ALTERNATE CONDENSATION DRAIN ECONOMIZER, DISCONNECT SWITCH CONVENIENCE OUTLET 24.24 T_ _[267] _ [464] AND BAROMETRIC RELIEF AND FRESH AIR HOODS SHOWN. [616] ' R I u ' € ,,,, ` ' EXCEPT XP (HEAT PUMP) UNITS. (FROM MTB. E i P ��k,i �0* �'�!I = ' «■+w ; '•. ' T 24.90 a0 �L =-_ R � p'- DIRECTION OF AIRFLOW FLANGE) U 27.50 P '°1 __M= ` -� • R [699] L [610] � /% - T j 25 CENTER OF GRAVITY LEFT N Y RIGHT 18.25 !! • U [7j2818] (464] R 3(4" FPT- )... -7====== i t i .,,e. • r„ }0�k) ==_ ` �. ... 20.39 1- 19.14 __�_ __. 533 m m �f it:. ' • 1 i [518] 20.14 17.14 Y [5331 * , y /l' �................... .....r I [512] [486] [435] II �� - SUPPLY • F"" gTeitm-iti , --------- 118.06 / 5,32 -_....._ FRONT 0 -BOTTOM GAS ---1 i----2.88 [135] 14.47 *� { �...i--- r368 .....16.39 1....5.16 1 i8,@� -- [416] `-BOTTOM ENTRY: SUPPLY ENTRY 02.00 [51] [131] 1�- 28.25 - 31.63----i [73] . ) I POWER 2.5064 [718] [803] [454] [480] DETAIL A CONTROL 3X 410.875 [22] REAR (PARTIAL VIEW) OUTSIDE AIR X TOP VIEW (INTAKE HOOD NOT SHOWN IN THIS VIEW) INTAKE HOOD DISCONNECT SWITCH COVER SBOg __ -I (OPTIONAL) i-..._..._...__......_. .__._.._._._ 89.0@ 1475 (OPTIONAL) � � --- - - [.2261.]_. -__4. -_ i [ .47] _�_-.. = >:: - .,1 POWER ENTRY 02.50 [64] I� f.,.. GAS INLET 25.72-- -Iji i i- FRESH AIR HOOD[-- BLOWER ACCESS I- I (6 3] I ECONOMIZER(OPTIONAL) _ 1M; FILTER/ i !CTL PANEL OMPRE550Rt rte► ) i - ;COMPRESSOR I CONTROL ENTRY 4)0.875 [ 22]--.._-, • ACCESS =.ligl7 I t- 50.75 ACCESS = [1289] - _..___..___. _..___....... POWER ENTRY 02.50 [64]--.__ -___-- -__ _Z.'�- I II€ _ it f � I-_- = _ Iiia 1 li BAROMETRIC REL EF HOOD(��` h ‘� m IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII R POWER EXHAUST(ZOPTIONAL) „* ��� .. ,.res Uu...... )......................................:. 0:...._r x a............................ ... :........................_..........i !..1 .............pa_......._.............. t ......................:.........................................._ . ._?4 x al CONVENIENCE OUTLET COVER ] --il 21.19 _11,38 Z \ ! (OPTIONAL) ------ 27.31-- ....._SEE DETAIL A FOR [538] [289] Z CONVENIENCE OUTLET--f [694] DRAIN LOCATION '--EXHAUST - S9•80 POWER ENTRY 00.875 [22] -------- 89.00[2261]- --FLUE [1499] LEFT VIEW OIL GUAR m(OPTIONAL OPTIONAL FRONT VIEW RIGHT VIEW (OPTIONAL FRONT COIL GUARD NOT SHOWN IN THIS VIEW) Z I- Information is subject to change without notice.Check local codes. Printe Johnson 010 Series 10 342.5 Ton Package Page:21 Controls Johnson Controls Single Package R-410A Air R - 8 Conditioner REFERENCE ONLY Project Name: PF-Tigard Unit Model#: 141L01`11IPULL/LAY/AI I^I ' Quantity: 1 Tag#:Open Gym System: J10ZJN18D2D2NAF1A1 1RC0471 Roof Curb I I I I RIGHT 80-5(8 i��` INSULATED DECK UNDER /�f+ CONDENSER SECTION 20 .0 > I SUPPLY Q� 20 g 1 .��,, `Z. ++� DUCT SIZES: I \��• Return 19.5 x 29.5 RETURN . ' Supply 19.5 x 29.5 2 TYP. ROOF OPENING: I 46 Long 0101* 30 Wide r / I 30 ,� - 50-1/2 ► INSULATED DECK UNDER �� COMPRESSOR SECTION 1 FRONT �4" I • I *Supply and Return Air(Including duct support rails)as shown,are typical for bottom duct applications. For location of horizontal duct applications(On rear of unit),refer to Unit Dimensions details. I I 1 1RC0471 Roof Curb Dimensions I Information is subject to change without notice.Check local codes. Printed 04/30/2019 I Series 10 3-12.5 Ton Package Page:22 /4",f, Johnson V Johnson Controls Single Package R-410A Air R - 9 Controls I Conditioner REFERENCE ONLY Project Name: PF-Tigard Unit Model#. ,vo�,I r Li ii.i4 1W11-It.L Quantity: 1 Tag#: Locker Rooms System: J06ZJN12B2D2NAF1A2 Cooling Performance Total gross capacity 80.4 MBH ( €K Sensible gross capacity 58.8 MBH „_,:.:;.....no,;x,„:0 I ,, � �: Total net capacity 76.1 MBH � �4.7 � ' Sensible net capacity 54.5 MBH ) �� �= Efficiency(at ARI) 11.80 EER ”, 1 ' ••°, .', Integrated eff.(at ARI) 13.20 IEER 4 a) I , Ambient DB temp. 95.0 °F :�( � Entering DB temp. 80.0 °F I � � Entering WB temp. 67.0 °F ;ii Leaving DB temp. 59.1 °F ( , , ( • € Leaving WB temp. 57.2 °F .., 9 Power input(w/o blower) 5.90 kW 5 � ` I Sound power 85 dB(A) g Refrigerant Refrigerant type R-410A Sys1 5 lbs 12 oz s+'- "" Sys2 5 lbs 12 oz Gas Heating Performance 6.5 Ton Entering DB temp. 60 °F • JCI Series 10 units are manufactured at an ISO 9001 registered facility and Heating output capacity(Max) 96 MBH each rooftop is completely computer-run tested prior to shipment. Supply air 2600 CFM Unit Features Heating input capacity(Max) 120 MBH • Two Staged Cooling Leaving DB temp. 94.2 °F Air temp. rise 34.2 °F • 120 MBH Input Aluminized Steel,Two Stage Gas Heat SSE 80.0 % • Full perimeter base rails with built in rigging capabilities Stages 2 • Unit Cabinet Constructed of Powder Painted Steel,Certified At 750 Hours Supply Air Blower Performance Salt Spray Test(ASTM B-117 Standards) Supply air 2600 CFM • Supply can be field converted from vertical to horizontal configuration without Ext.static pressure 0.6 IWG cutting panels Addl.Unit Losses(Options/Accessories) 0.18 IWG Scroll Compressor[s] Blower speed 871 RPM • Dry Bulb Low Leak Economizer w/Barometric Relief and Power Exhaust and Max BHP of Motor(including service factor) 1.73 HP • Hoods(Bottom or Horizontal End Return Only)with Economizer Fault DMotor ct oroaangn Bottom Detection&Diagnostic(Meets ASHRAE 90.1-2013, IECC 2015,California I Motor rating 1.50 HP g Actual required BHP 1.35 HP Title 24,AMCA 511). Power input 1.25 kW • 1.5 HP Standard Static Belt Drive Blower Elevation 0 ft. • Solid Core Liquid Line Filter Driers Drive type BELT • Unit Ships with 2"Throwaway Filters I Electrical Data • Replacement Filters:4-(24"x 20").Unit accepts 2"or 4"wide filters. Power supply 208-3-60 • HACR Circuit Breaker/Disconnect Unit min circuit ampacity 40.1 Amps Short Circuit Current:5kA RMS Symmetrical Unit max over-current protection 50 Amps • Single Point Power Connection Dimensions&Weight • Through-the-Curb and Through-the-Base Utility Connections Hgt 51 in. Len 89 in. Wth 59 in._ • Dirty Filter Switch Weight with factory installed options 1285 lbs. • Return Air Smoke Detector Clearances • E-Coat Condenser Coil Right 12 in. Front 36 in. Back 36 in. • Micro-Channel"all-aluminum"condenser coil,Copper tube/aluminum fin Top 72 in. Bottom 0 in. Left 36 in. J evaporator coil Note: Please refer to the tech guide for listed maximum static pressures • E-Coat Evaporator Coil • Composite Drain Pan-Front Connection ' ,� CERt 11)t nuairtv l �, ( '\,4:,i_, • Tool-free maintenance with features like hinged doors for all-access panels, Cod usslide-out blower and blower motor tray BAS Controller • Smart Equipment Controller including Discharge Air,Return Air,and Outdoor I Air Temperature Sensors. Standard Unit Controller: Smart Equipment Control Board • Safety Monitoring-Monitors the High and Low-Pressure Switches,the Freezestats,the Gas Valve,if Applicable,and the Temperature Limit Switch I on Gas and Electric Heat Units.The Unit Control Board will Alarm on Ignition Failures,Safety Lockouts and Repeated Limit Switch Trips. Warranty • One(1)Year Limited Warranty on the Complete Unit I • Three(3)Year Warranty-ElectroFin Evaporator Coil • Three(3)Year Warranty-ElectroFin Condenser Coil • Five(5)Year Warranty-Compressors and Electric Heater Elements • Ten(10)Year Limited Warranty-Aluminized Steel Heat Exchanger Information is subject to change without notice.Check local codes. Printed 04/30/2019 I Series 10 3-12.5 Ton Package Johnson 41, Page:24 Controls Johnson Controls Single Package R-410A Air Conditioner Project Name: PF-Tigard Unit Model#: J06ZJN12B2D2NAFIA2 Quantity: 1 Tag#:Locker Rooms System: J06ZJN12B2D2NAFIA2 Consolidated Drawing • OPERATING _..CENTER OF GRAVITY _ - --1 1.NOTES: OUTDOOR USE ONLY. II !TONNAGE"UNIT WEIGHT (LBS) LOCATION BASE UNIT) •4-POINT CORNER LOADS (LOS) (BASE UNIT) ) 2. WEIGHTS SHOWN ARE FOR COOLING ONLY UNITS. ! - (BASE UNIT _ X.._.__ _..__Y..................... A 8 C 0 3. MIN. CLEARANCES TO BE: -__8.5 12F1007 [458 38 965 124 610 235 10 175 ti / 2 5 1 6--.142-155 RIGHT SIDE: 12 305 10 1 ZF 1103. 501 38 965 ! 24 610 251-1.1:74--192 : 79 127 375 'f70 I LEFT SIDE: 36 `915' 8.5 I ZH 1030 467 38 965'; 24 610 240 109 179 361 118 35% 169_ FRONT: 36 '915' 10 I ZH 1090 494 Ilia 965 ! 24 610 254..115 189.__ :• -376- f15 -371-•166 t REAR: 36 `915' 6.5 Z3 1030 [467 39 991 25 635 245 111 191 26: au 151 , TOP: 72 '1830] 7.5 I 23 10501476].{ 39 991 25 635 250 113 195 265 340 , 4 BOTTOM: 0 0 32,67 - I 8.5 Z3 1060 [481 38 965 124 610 247 112 184 84]♦®_122 36-0 "163 ; 4. TO REMOVE THE SLIDE-OUT DRAIN PAN, A REAR CLEARANCE Of [838] 18 Z7 1070 485 : 39 991 24 618 245 1111 141 87 78 126 3 `162 60 IN (1525 mm) IS REQUIRED. IF SPACE IS UNAVAILABLE THE 6.83 8.5 &10; ZR 1200 '544 38 965°,4..25.5 648 297-T.35- 221 100 291 132 390 _17 i DRAIN PAN CAN E REMOVED THROUGH THE FRONT BY SEPARATING --• - -- - �- THE CORNER WALL. [173] 6.5 XP 1080 [490 38 965 I_25 635 262 119 195 8.9 66 12i 357 16 i S. FOR SMALLER SERVICE AND OPERATIONAL CLEARANCES 24 38-_j.•-_-.-._._ 3 ; XP 1090._.[494 38 965 23 584 243 118 181 82 3 i-2• -33f 17 CONTACT YOUR APPLICATION ENGINEERING DEPARTMENT. F 8.5 I XP 1137 [5161,_,_:38 965 i 25.5 648--2-82 128 210 276 125 3 0 166 1 6. DOWNFLOW DUCTS DESIGNED TO BE ATTACHED TO ACCESSORY [619] 1 V I 10 XP 1135 1515): 38 965 ;25.5 648 281 127 209 Gall 275 125] 369-'167 I ROOF CURB ONLY, IF UNIT IS MOUNTED SIDE SUPPLY, IT • b - IS RECOMMENDED THAT THE DUCTS ARE SUPPORTED BY CROSS BRACES, AS DONE ON ACCESSORY ROOF CURBS. 32.06 1 ---18.00--i.----7.84 7. SIDE DUCT FLANGES ARE 0.75" HIGH. [8i4] i 1 [457] [199] BOTTOM DUCTS DO NOT HAVE FLANGES. 4 : -6.83 8. MINIMUM CONDENSATION TRAP HEIGHT SHALL BE 1.5 TIMES • ! 2173] THE LOWEST NEGATIVE STATIC. A ' 9. DIMENSIONS IN 1 ] ARE IN MILLIMETERS OR KILOGRAMS. 10^ OPTIONAL COIL GUARDS POWER EXHAUST GAS HEAT i ' ] B 10.5@ 18.25 ,p' 'x, ALTERNATE CONDENSATION DRAIN [267 ! [464] ECONOMIZER DISCONNECT SWITCH, CONVENIENCE OUTLET, 24.24 T fS �,, i1p EXCEPTRXPE(HEATRELIEF PUMP) NITSFRESH AIR HOODS SHOWN. (FROM[616] R U ! , 01 011', „ ,, ! r. R ^ FLANGE T 27.58 P 241.00 `t...,'• )i l) _ R { • -1► DIRECTION OF AIRFLOW ) .,,6_ U [699] Y [610] ' 7.4. RIGHT Egtligg \� • T !28!.25 CENTER OF GRAVITY LEFT ' {- N 1_ .\ 5 u _l [718] 1 [464] 4. .. _- .__ .". .-_.___- -__.__._awn • rf �,.t • 1. 3/4" FPT- } 4 21.0 (-14411,10,1 [518] I 19.14 ( Y. [533] m' , Ji 1 { [518] 20.14 17.14 • Y� , [512] [486] [435] II C IZ`4"a 0' = • SUPPLY 18.01 �..........._......_: 1 I \ - - 459 5.32 - 14.47----- ---- -- FRONT 0 `--BOTTOM GAS 5.16 2.88 [135] a 7 368 .....1fi.39 h 28.25 --- [1063 [73] { . 1 18.06.__ [416] OTTOM ENTRY: SUPPLY ENTRY Q2.00 [51] [131] t - / [459] �- 18.89 POWER 2.50 [64] DETAIL A , [480] CONTROL 3X 00.875 [22] REAR (PARTIAL VIEW) OUTSIDE AIR } X TOP VIEW (INTAKE HOOD NOT SHOWN IN THIS VIEW) INTAKE HOOD DISCONNECT SWITCH COVER ----- 58.09 - - - ---� (OPTIONAL) (OPTIONAL) 829200 [_1 -_...__..._.__-.._4 -{_..._.._._._... [1475] i-.. -. I POWER ENTRY 02.50[S4J - I . a-Jf I fIIIMIIIIIIL i;,i II FRESH AIR / _ BLOWER ACCESS ^. ' GAS INLET - 2653] ..i iICTL PANE-it' PRESSOR - [ { `�' ECONOMIZER OPT ONAL) FILTER]1 •1 (COMPRESSOR IHHI CONTROL ENTRY 00.875 [ 22]--,-_ . rACCESS ,M_. ,/� - 50.75 --_ -. ' j ACCESS r ___ I [1289] - Z7 ! II 1° POWER ENTRY 2.50 [64] - - r�r�I. �,:�:_. !�! = t Vit..........._._._......._.... __ - [Ti ill j I BAROMETRIC RELIEF HOOD/ ;^ POWER EXHAUST(OPTIONAL) i' ( !.-- -- s oa.......TL_ i.....................................::: i....._n p....._........................_rar.::..........._..._...._..........._ :: ISeries 10 3-12.5 Ton Package Page: 30 Johnson el R - 11 Controls Johnson Controls Single Package R-410A Air Conditioner REFERENCE ONLY Project Name: PF-Tigard Unit Model#: ,,VVG.,r11rL LIJLIMrr r„L Quantity: 1 Tag#: Locker Rooms System: J06ZJN12B2D2NAF1A2 I1RC0471 Roof Curb I I I I RIGHT 80-5/8 %/�4 ► INSULATED DECK UNDER �4 .4 CONDENSER SECTION I 20 `Q '�144110° SUPPLY Q .4.4. -.4 DUCT SIZES: � Return 19.5 x 29.5 I RETURN �►`! Supply 19.5 x 29.5 2 TYP. /j` 4O O LonOPENING: � \ � � 30 Wide I 30liNto. �/. �� 50-1/2 �� INSULATED DECK UNDER I �� COMPRESSOR SECTION FRONT 14” I I Supply and Return Air(Including duct support rails)as shown,are typical for bottom duct applications. IFor location of horizontal duct applications(On rear of unit).refer to Unit Dimensions details. I I I 1RC0471 Roof Curb Dimensions IInformation is subject to change without notice.Check local codes. Printed 04/30/2019