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Plans /UIC W13 •— c c 7 CONSULTING e 550033:224228:9442:33 E N G I N E E R S 503.2 v1mk.co m 3933 SW Kelly Avenue . Portland • OR • 97239-4393 www.vImk.com 7 w • STRUCTURAL CALCULATIONS for GREEN W,A Y TOWN CENTER WHOLE FOODS MARKET TI MECH UNIT ANCHORAGE 12220 SW Scholls Ferry Road Tigard, Oregon 97223 2 for Cushing Terrell Architects Engineers 200 West Mercer Street, Suite 503 Seattle, Washington 98119 • 40.0 PROPes_DI (rf ‘„\G!NFF9 0 J 9 ,.p r •EGO L<,) 'VA RUS1 `• 12,P' J . I EXPIRES: 12/31/201 j Prepared By: Ken Rust, P.E. VLMK Job Number; 20130334.05 January 2014 I Structural Engineering•Civill Engineering•Industrial Engineering•Planning•Studies/Evaluations•Entitlement `lt.t'Jit^ ;.ngst'tng Emil pQr5 tn+ . TABLE OF CONTENTS Structural Calculations S-1 thru 5-14 Reference Only Material R-1 thru R-30 DESCRIPTION OF STRUCTURAL SYSTEM The 'Greenway Town Center — Whole Foods Market TI -- Mechanical Unit Anchorage' project consists of 12 new RTUs, 3 new MAUs, and 2 new condenser racks on an existing roof. This package includes structural calculations verifying the adequacy the attachment of the new HVAC unit to the curb and the curb to support framing. ***LIMITATIONS*** VLMK Consulting Engineers 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 Consulting Engineers for items beyond that shown in this Structural Calculation Package. VLAIK E N G CONSULTING N ETE R S F 503.248.9263 Job Whole Foods TI Job No. 20130334.05 3933 SW Kelly Avenue Portland • Oregon 97239-4393 E vimk©v[mk.com VJ www.vlmk.com Date 12/13 R, v2.00-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. S I Wind Loads on Rooftop Structures and Equipment Based on the 2009 International Building Code and ASCE 7-05, 6.5.15.1 TYPICAL SCREEN WALL TYPICAL MECHANICAL UNIT Dv F \< H Dv �% G H = Exposure Category [Section 6.5.6.3] KZt = ,;17.0-7 Topographic Factor [Figure 6-4] I = 1af0 :r Importance Factor [Table 6-1] V = Basic Wind Speed 3-Second Gust [Figure 6-1] B =0220_x_0=ft= Horizontal Dimension of Building Measured Normal to the Wind Direction h = 29:QD Mean Roof Height of Building (Eave Height if Roof Angle < 10') Dv = , f _ Height of Rooftop Structure or Equipment DH = Width of Rooftop Structure or Equipment H = 31.33 ft Height to Top of Structure or Equipment a = 7.0 3-Second Gust-Speed Power Law Exponent [Table 6-2] zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 6-2] Kz = 0.701 Velocity Pressure Exposure Coefficient [Table 6-3] Kd = 0.90 Wind Directionality Factor [Table 6-4] q2 = 0.00256KZK,fKdV2I [Equation 6-15] qz = 11.7 psf Velocity Pressure [Equation 6-15] G = 0.85 Gust Effect Factor [Section 6.5.8.1] Cf = 1.3 Force Coefficient [Figure 6-21] Ar = 43.7 sf Area of Structure Normal to the Wind Direction Bh = 5060.0 sf Building Area Normal to the Wind Direction x = 1.9 Force Increase Factor [Section 6.5.15.1] F= xq,GCfA f [Equation 6-28 and Section 6.5.15.1] p = 24.7 psf Design Wind Pressure F = 1078.8 lb Design Wind Force VVI 7� K C O N S U L T I N G 503.222.44253 Job Whole Foods TI I. j�'j E N G I N E E R S 503.248.9263 Job No. 20130334.05 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vlmk @vlmk.com pate 12/13 www.vlmk.com ;r, v2.10-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. S- Mechanical Unit Anchorage Design (RTU-1) Based on the 2009 International Building Code and ASCE 7-05 • I DESIGN INPUT X Seismic Parameters [ASCE 7-05 Section 13.6] • 3 4 • -- Site Class = p- (Assumed) G Sos =-O 701,- Design spectral response acceleration °*•CR Y Ap =___-2-5 ,._; [Table 13.6-1 ASCE7-05] Yogi_ RP = V [Table 13.6-1 ASCE7-05] • 1 2 • — Ip =a)7,1-0:0W Importance Factor z =_.v_ (ft) Attachment height from base of structure 1---I h =R-243-1.-4(ft) Average roof height of structure from base PLAN VIEW Wind Parameters [ASCE 7-05 Section 6.5.15.1] P =: 24:7 _(psf) Design wind pressure (psf) HVAC Unit Data (+/-) 4-:VG WP =Y 369 =(lb) Machine Weight X = �1O0 0 `(in) Base Dimension Zcg Y = 3O = (in) Base Dimension I Z =,=74:0=-(in) Height of Unit and Curb Xcg ==_' b=-(in) Center of Gravity SIDE VIEW Ycg =f771-E=_a, (in) Center of Gravity Zcg ==3-6-V1-:.ii(in) Center of Gravity Load Combinations 0.9D + (E or 1.6W) USD ANALYSIS 0.6D + (E/1.4 or W) ASD Base Shear Seismic 0.4a p S°S W" (1+Fa = 20= 443 lbs. 5I.6S ns I W p =1535 lbs. OK >_ 0.3SDSIp Wp =288 lbs. OK Base Shear, V„ = 443 lbs. Wind Ft Iv = 1756 lbs. Controlling Base Shear = 1756 lbs. Wind = 1098 (asd) Wind Anchor Shear (Seismic) Anchor dx dx^2 dy dy^2 Minimum eccentricity = 5° 1 49 2401 28 784 ex = 3.45 ey = 4.9 2 51 2601 28 784 Mx-x = 1528 My-y.= 2170 3 49 2401 35 1225 4 51 2601 35 1225 Y Direction X Direction 10004 4018 V1,3 = 118 V1,2 = 126 V2,4 = 119 V3,4 = 130 - V„max = 439 lbs. Overturning = 274 (asd) Mot = 15945 lb-in. seismic Each Anchor/Corner - Mot = 56206 lb-in. wind Mres-x = 60373 lb-in. Mres-y = 34499 lb-in. Net Bolt Tension X Direction Y Direction T„max* = 172 lbs. Tx* _ -21 Ty* = 172 = 96 (asd) 'negative(-)values Indicate there is no net uplift Each Anchor/Corner VT L IVIK C O N S U L T I N G P 503.222.4453 Whole Foods TI E N G I N E E R S 503.248.9263 Job No. 20130334.05 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 E vlmk @vlmk.com Date 12/13 k% www.vlmk.com 4. v2.10-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. S-1 Mechanical Unit Anchorage Design (RTU-2, 3, 4, 11, 12) Based on the 2009 International Building Code and ASCE 7-05 • DESIGN INPUT X i Seismic Parameters [ASCE 7-05 Section 13.6] • 3 4 • — Site Class = D - (Assumed) ACG Sos = O 7GL_ : Design spectral response acceleration '.t'4-cR Y AP = =� _ 'fin [Table 13.6-1 ASCE7-05] Ycg Rp = 6_3_ [Table 13.6-1 ASCE7-05] • 1 2 • Ip =; oot. Importance Factor z =`=: 3T `(ft) Attachment height from base of structure X h = 4.t(ft) Average roof height of structure from base PLAN VIEW Wind Parameters [ASCE 7-05 Section 6.5.15.1] P == 24: "=(psf) Design wind pressure (psf) HVAC Unit Data (+/-) G WP =_===1;036 ,(b) Machine Weight X = = 88 fi=(in) Base Dimension Zcg Y= (in) Base Dimension i Z = =bI (in) Height of Unit and Curb Xcg = -;14-0_(in) Center of Gravity SIDE VIEW Ycg = ===2T0Cii(in) Center of Gravity Zcg = = :2'0 (in) Center of Gravity Load Combinations 0.9D + (E or 1.6W) USD - ANALYSIS 0.6D + (E/1.4 or W) ASD Base Shear Seismic 0.4a S W Fr = R°/IS p I 1+21j = 332 lbs. � i•6SosIpWp =1151 lbs. OK p p l >_0.3S Ds- pWp =216 lbs. OK Base Shear, V„ = 332 lbs. Wind Fw„ = 1473 lbs. Controlling Base Shear= 1.473 lbs. Wind = 921 (asd) Wind Anchor Shear (Seismic) Anchor dx dx^2 dy dy^2 Minimum eccentricity = _ 5%__,_ 1 44 1936 27 729 ex = 2.2 ey = 0.85 2 44 1936 27 729 Mx-x = 730.3 My-y = 282.2 3 44 1936 26 676 4 44 1936 26 676 Y Direction X Direction 7744 2810 V1,3 = 87 Via = 86 V2,4 = 87 V3,4 = 86 V„max = 368 lbs. Overturning = 230 (asd) Not = 10622 lb-in. seismic Each Anchor/Corner Not = 44933 lb-in. wind Mres-x = 40630 lb-in. Mres-y = 24008 lb-In. Net Bolt Tension X Direction Y Direction Timex* = 197 lbs. Tx* = 24 Ty* = 197 = 114 (asd) *negative(-)values indicate there is no net uplift Each Anchor/Corner ff! C O N S U L T I N G 503.222.4453 lob Whole Foods TI �_. l�� E N G I N E E R S 503.248.9263 lob No. 20130334.05 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vlmk @vlmk.com www.vlmk.com Date 12/13 v2.10-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. 5-9 Mechanical Unit Anchorage Design (RTU-5, 9, 10) Based on the 2009 International Building Code and ASCE 7-05 ` DESIGN INPUT I X Seismic Parameters [ASCE 7-05 Section 13.6] • 3 4 S —' Site Class = D (Assumed) G Sos =z-,-0:301--:r. Design spectral response acceleration -*CR Y AP =,_x__2:5; ;:; [Table 13.6-1 ASCE7-05] Ycg Rp = 6`5 ' [Table 13.6-1 ASCE7-05] • 1 2 • — Ip =:::;:a-76.6.Z.7 Importance Factor z = 2! (ft) Attachment height from base of structure II h == 23:='=_: (ft) Average roof height of structure from base PLAN VIEW Wind Parameters [ASCE 7-05 Section 6.5.15.1] P =- 24 77_,__,(psf) Design wind pressure (psf) HVAC Unit Data (+/-) ^- G Wp =305j1 (lb) Machine Weight X =- x.88;;O1. (in) Base Dimension Zcg Y = --53 U- (in) Base Dimension 2 =__.n Owl(in) Height of Unit and Curb Xcg =-= 3i CONU v L m K E N G S N ETE R 5 503.248.9263 Job Whole Foods TI Job No. 20130334.05 vImk@v1mk.com 3933 SW Kelly Avenue • Portland - Oregon 97239-4393 www.vlmk.com Date 12/13 Sheet No. S-S v2.10-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design (RTU-7, 8) Based on the 2009 International Building Code and ASCE 7-05 DESIGN INPUT x I Seismic Parameters [ASCE 7-05 Section 13.6] • 3 4 • - Site Class = D= _ (Assumed) AcG Sos = 0 701 Design spectral response acceleration 't'4.CR Y AP :.:; ::21:3:-1,:' [Table 13.6-1 ASCE7-05] Ycg RP = 65 [Table 13.6-1 ASCE7-05] • 1 2 Ip =0:1:1:11)-;.= Importance Factor I z = -3;_ �(ft) Attachment height from base of structure Xcg h = 23`- -(ft) Average roof height of structure from base PLAN VIEW Wind Parameters [ASCE 7-05 Section 6.5.15.1] ' P = 24:7 -(psf) Design wind pressure (psf) HVAC Unit Data (+1-) 1 EG Wp = 5=44'(lb) Machine Weight ."`}}}"' X ==-70,;0_ (in) Base Dimension u9 Y =0744 0 (in) Base Dimension ' ' Z =_ '1'501.0H(in) Height of Unit and Curb Xcg 33.0 (in) Center of Gravity SIDE VIEW Ycg =6:74:9:0L%(in) Center of Gravity Zcg = _----30:T_-,- (in) Center of Gravity Load Combinations - 0.9D + (E or 1.6W) USD ANALYSIS 0.6D + (E/1.4 or W) ASD Base Shear Seismic / Fp = 04R,11 Aswp I 1+2h)= 176 lbs. 51.6SoslpWp =610 lbs. OK p 1 z 0.3SbslpWp =114 lbs. OK Base Shear, V„ = 176 lbs. Wind Fw„ = 960.6 lbs. Controlling Base Shear = 961 lbs. Wind = 600 (asd) Wind Anchor Shear (Seismic) Anchor dx dx^2 dy dy^2 Minimum eccentricity = 5%0'- 1 33 1089 19 361 ex = 3.65 ey = 3.95 2 37 1369 19 361 Mx-x = 642.4 My-y = 695.2 3 33 1089 25 625 4 37 1369 25 625 Y Direction X Direction 4916 1972 V1,3 = 48 V1,2 = 51 V2,4 = 49 V3,4 = 53 Vumax = 240 lbs. . Overturning = 150 (asd) Mot = 5280 lb-in. seismic Each Anchor/Corner - Mot = 24014 lb-in. wind . Mres-x = 16157 lb-in. Mres-y = 9302.4 lb-in. Net Bolt Tension X Direction Y Direction T„max* = 167 lbs. Tx* = 56 Ty* = 167 = 100 (asd) *negative(-)values Indicate there is no net uplift Each Anchor/Corner Vir d mi K E N G SI N ETE R S 503.248.9263 Job Whole Foods TI Job No. 20130334.05 3933 SW Kelly Avenue • Portland - Oregon 97239-4393 vlmk @vlmk.com Date 12/13 www.vlmk.com - v2.10-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. 5-(j Mechanical Unit Anchorage Design (RTU-6) Based on the 2009 International Building Code and ASCE 7-05 DESIGN INPUT x i Seismic Parameters [ASCE 7-05 Section 13.6] • 3 4 • Site Class = Q (Assumed) T G SDS = ^07Q ' Design spectral response acceleration ''-cR Y Ap = - '25'.i [Table 13.6-1 ASCE7-05] Ycg RP =u:`_ [Table 13.6-1 ASCE7-05] - 2 — Ip = i;QQ. := Importance Factor z = == 3 (ft) Attachment height from base of structure xcg h = 2:3 (ft) Average roof height of structure from base PLAN VIEW Wind Parameters [ASCE 7-05 Section 6.5.15.1] P = 247.x':=.(psf) Design wind pressure (psf) HVAC Unit Data (+/ ) T G Wp = 28126 (lb) Machine Weight X =:-!.f-Y227:-.1511:5 I22 (in) Base Dimension Zcg Y = 84 0 (in) Base Dimension Z =:2J,:::::::_613.:0,-,74(in) Height of Unit and Curb Xcg 3.8:0 _ in SIDE VIEW g =_=-_1 . ( ) Center of Gravity Ycg =`_ 56-"0 (in) Center of Gravity Zcg ==`= 6 V- (in) Center of Gravity Load Combinations - 0.9D + (E or 1.6W) USD ANALYSIS 0.6D + (E/1.4 or W) ASD Base Shear Seismic 0.4a S W (1+ l Fp = Rp !s p 2 hJ= 688 lbs. S 1.68aslpWp =2385 lbs. OK p� p 0.3SDSIpWp =447 lbs. OK Base Shear, V„ = 688 lbs. Wind Fw„ = 2277 lbs. Controlling Base Shear = 2277 lbs. Wind = 1423 (asd) Wind Anchor Shear (Seismic) Anchor dx dx"2 dy dy^2 Minimum eccentricity = _ ._.5%^.__;? 1 38 1444 56 3136 ex = 24.9 ey = -11.2 2 84 7056 56 3136 Mx-x = 17127 My-y = -7704 3 38 1444 28 784 4 84 7056 28 784 Y Direction X Direction 17000 7840 V1,3 = 210 V1,2 = 117 V2,4 = 257 V3,4 = 144 Vumax = 569 lbs. - Overturning = 356 (asd) Mot = 24762 lb-in. seismic Each Anchor/Corner Mot = 77411 lb-in. wind - Mres-x = 72709 lb-in. Mres-y = 53575 lb-in. Net Bolt Tension X Direction Y Direction T„max* = 142 lbs. Tx* = 19 Ty* = 142 = 75 (asd) *negative(-)values Indicate there is no net uplift Each Anchor/Corner i I C O N S U L T I N G P 503.222.4453 Job Whole Foods TI 1-1 E N G I N E E R S I- 503.248.9263 Job No. 20130334.05 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 F virti' nk@vlmk.corn Date 12/13 1 www.vlmk.com v2.10-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. S-1- Mechanical Unit Anchorage Design (MAU-1) Based on the 2009 International Building Code and ASCE 7-05 X DESIGN INPUT I Seismic Parameters [ASCE 7-05 Section 13.6) • 3 CG 4 S ■ Site Class = D (Assumed) Sos =;:.&.-701.•:::: Design spectral response acceleration tCR Y Ap = 2_5 [Table 13.6-1 ASCE7-05] Ycg RP ='-i-=,--.6;5:-::=';',-, [Table 13.6-1 ASCE7-05] • 1 2 • — Ip ==ill..:F.00_:;:i. Importance Factor . I z = '23,- _ (ft) Attachment height from base of structure Xcg h --.;K-,•-.4t=-23:__._ (ft) Average roof height of structure from base PLAN VIEW Wind Parameters __ 7-05 Section 6.5.15.1] P . =- (psf) Design wind pressure (psf) HVAC Unit Data (+1-) 'S' G WP =_._..3 52 -_ (lb) Machine Weight • X = 143_:%. (in) Base Dimension 7-cg Y = 95A =(in) Base Dimension i Z = _95:_0;.=(in) Height of Unit and Curb SIDE VIEW - Xcg = 720:0_ _(in) Center of Gravity - Ycg =7:45-:=OX(in) Center of Gravity Zcg =__70.1a3(in) Center of Gravity Load Combinations _ 0.9D + (E or 1.6W) USD ANALYSIS 0.6D + (E/1.4 or W) ASD Base Shear Seismic S W Fa 0.4a= v DS p ( r.1+2— 1= 1085 lbs. .5 1.6SDSI pWp -3760 lbs. OK Ro/In l7 �0.3SbsIpWp =705 lbs. OK Base Shear, V„ = 1085 lbs. Wind Fwu = 3728 lbs. Controlling Base Shear = 3728 lbs. Wind = 2330 (asd) Wind Anchor Shear (Seismic) Anchor dx dx^2 dy dy^2 Minimum eccentricity 5°f0. _ 1 70 4900 45 2025 ex = 5 ey = 4.75 2 73 5329 45 2025 Mx-x = 5423 My-y = 5151 3 70 4900 50 2500 4 73 5329 50 2500 Y Direction X Direction 20458 9050 V1,3 = 290 V1,2 = 297 V2,4 = 290 V3,4 = 300 Vumax = 932 lbs. - Overturning = 583 (asd) Mot = 54225 lb-in. seismic Each Anchor/Corner - Mot = 177096 lb-in. wind . Mres-x = 211176 lb-in. Mres-y = 135756 lb-in. Net Bolt Tension X Direction Y Direction Tumax* = 218 lbs. Tx* = -119 Ty* = 218 = 106 (asd) *negative(-)values indicate there is no net uplift Each Anchor/Corner VI M K CONSULTING 503.222.4453 Job Whole Foods TI 4 E N G I N E E R S 503.248.9263 Job No. 20130334.05 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vlmk @vlmk.com Date 12/13 www.vlmk.com v2.10-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. S-8 Mechanical Unit Anchorage Design (MAU-2) Based on the 2009 International Building Code and ASCE 7-05 • DESIGN INPUT I X Seismic Parameters [ASCE 7-05 Section 13.6] • 3 4 • Site Class = D. (Assumed) 42:OR Sos =!__Q 701_ Design spectral response acceleration TY Ap =`-2?SV. (Table 13.6-1 ASCE7-05] Ycg Rp ==w=_6°-S - [Table 13.6-1 ASCE7-05] Ip =_0742::-P-01 Importance Factor z = -,; .- (ft) Attachment height from base of structure h = _"$23 (ft) Average roof height of structure From base Xcg PLAN VIEW Wind Parameters _ [ASCE 7-05 Section 6.5.15.1] P ==J 37,0(psf) Design wind pressure (psf) — HVAC Unit Data (+/-) ECG Wp = 1`039_ (lb) Machine Weight — ��t}'3- X = .=;8%10="(in) Base Dimension Zcg Y ==r35 00(in) Base Dimension _ a , Z 38;_0;.x_(in) Height of Unit and Curb Xcg =- 4T (in) Center of Gravity SIDE VIEW Ycg =_=_=18t0 =(in) Center of Gravity Zcg == 340_T= (in) Center of Gravity Load Combinations - 0.9D + (E or 1.6W) USD ANALYSIS 0.6D + (E/1.4 or W) ASD Base Shear Seismic 0.4a S W Fp = /°S ' 1+2" = 330 lbs. 51.6SpsIPWp =1143 lbs. OK RP I h Z 0.3SDsIPWP =214 lbs. OK Base Shear, V„ = 330 lbs. Wind Fw„ = 1337 lbs. Controlling Base Shear= 1337 lbs. Wind = 836 (asd) Wind Anchor Shear (Seismic) Anchor dx dx^2 dy dy^2 Minimum eccentricity =Eh 1'- 1 42 1764 18 324 ex = 2.1 ey = 0.4 2 42 1764 18 324 Mx-x = 692.3 My-y = 131.9 3 42 1764 17 289 4 42 1764 17 289 Y Direction X Direction 7056 1226 V1,3 = 87 V1,2 = 84 V2,4 = 87 V3,4 = 84 V„max = 334 lbs. . Overturning = 209 (asd) Mot = 11209 lb-in. seismic Each Anchor/Corner Mot = 38776 lb-in. wind - Mres-x = 38518 lb-in. Mres-y = 15591 lb-in. Net Bolt Tension X Direction Y Direction T„max* = 331 lbs. Tx* = 2 Ty* = 331 = 198 (asd) *negative(-)values Indicate there is no net uplift Each Anchor/Corner C- V�. M K E N G S N ETE R 5 503.248.9263 Job Whole Foods TI Job No. 20130334.05 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vlmk @vlmk.com Date 12/13 www.vlmk.com - v2.10-Software Copyright 2010 VLMK Consulting Engineers, All Rights Reserved. Sheet No. S-°f Mechanical Unit Anchorage Design (MAU-3) Based on the 2009 International Building Code and ASCE 7-05 - DESIGN INPUT I X Seismic Parameters [ASCE 7-05 Section 13.6] • 3 4 • — Site Class = D_ (Assumed) G SDS =.M 6.-,Q1 Design spectral response acceleration 'Tt�--1-CR Y Ap = 2 x! [Table 13.6-1 ASCE7-05] Ycg R = _65.Y_ [Table 13.6-1 ASCE7-05] • 1 2 • Ip = -1 00 Importance Factor z =r-523:= (ft) Attachment height from base of structure u X h = 23=-` (ft) Average roof height of structure from base PLAN VIEW Wind Parameters [ASCE 7-05 Section 6.5.15.1] P ==:' _4_7== '.(psf) Design wind pressure (psf) HVAC Unit Data 444EG Wp = $ r-(Ib) Machine Weight X = O (in) Base Dimension Zc Y == (in) Base Dimension Z = m16 0 (in) Height of Unit and Curb 1 - Xcg = '==35: �. M K E N G S N LE R 5 503.222.4453 Job Whole Foods TI 503.248.9263 Job No. 20130334.05 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vlmk @vimk.com Date 12/13 www.vlmk.com v2.10-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. 5-10 Mechanical Unit Anchorage Design (Condenser A) Based on the 2009 International Building Code and ASCE 7-05 DESIGN INPUT I x Seismic Parameters [ASCE 7-05 Section 13.6] - • 3 4 • Site Class = D- _ (Assumed) G Sos =0):4.01; Design spectral response acceleration -''ca Y Ap =is 25 [Table 13.6-1 ASCE7-05] Ycg Rp = 6 _ [Table 13.6-1 ASCE7-05] • 1 2 • Ip = U Importance Factor z =;-4:1- ---13,-F:,---F5-2(ft) Attachment height from base of structure Xc g h = N 3= (ft) Average roof height of structure from base PLAN VIEW Wind Parameters _ [ASCE 7-05 Section 6.5.15.1] P = 24:7 1(psf) Design wind pressure (psf) i HVAC Unit Data (+/-) 40EG • WP = tM(lb) Machine Weight X = -1Qb_0`(in) Base Dimension Zc Y =':77-1--77;437:0n(in) Base Dimension ' ' Z = _A29:0! (in) Height of Unit and Curb .. Xcg ==33"0 (in) Center of Gravity SIDE VIEW Ycg =:___`:=22:5 (in) Center of Gravity Zcg 29 0 (in) Center of Gravity Load Combinations 0.9D + (E or 1.6W) USD ANALYSIS 0.6D + (E/1.4 or W) ASD Base Shear Seismic Fp = 0.4aD��WD C1+2—h)= 243 lbs. <_ 1.6SDS1pWp =841 lbs. OK Rp Ip >_ 0.3SDS1 pW,, =158 lbs. OK '- Base Shear, V, = 243 lbs. Wind Fw = 843.6 lbs. Controlling Base Shear= 844 lbs. Wind = 527 (asd) Wind Anchor Shear (Seismic) Anchor dx dx^2 dy d ^2 Minimum eccentricity =:::-. 1. ".5%' = 1 53 2809 22.5 506.25 ex = 2.65 ey = 1.125 2 53 2809 22.5 506.25 Mx-x = 643 My-y = 273 3 53 2809 22.5 506.25 4 53 2809 22.5 506.25 Y Direction X Direction 11236 2025 Vt,3 = 64 V12 = 64 V2,4 = 64 V3,4 = 64 V„max = 211 lbs. Overturning = 132 (asd) Not = 7037 lb-in. seismic Each Anchor/Corner Mot = 12233 lb-in. wind Mres-x = 35775 lb-in. Mres-y = 15188 lb-in. Net Bolt Tension X Direction Y Direction T„max* = -33 lbs. Tx* = -111 Ty* = -33 = -28 (asd) *negative(-)values Indicate there is no net uplift Each Anchor/Corner VI. M K E N NG 5 N ETE R s 550033..224282..49426533 Job Whole Foods TI Job No. 20130334.05 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vfmk @vlmk.com Date 12/13 www.vlmk.com ii v2.10 -Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet N0. S- Mechanical Unit Anchorage Design (Condenser B) Based on the 2009 International Building Code and ASCE 7-05 • x DESIGN INPUT I 1 Seismic Parameters [ASCE 7-05 Section 13.6] • 3 4 e Site Class =ti D-`- (Assumed) CG Sos = a70:1 Design spectral response acceleration +CR Y AP = -2 5 [Table 13.6-1 ASCE7-05] Ycg Rp =73::,:511-1 [Table 13.6-1 ASCE7-05] • 1 2 • [p =r.4.--IVOTA Importance Factor - z =Aepoa(ft) Attachment height from base of structure 1 Xcg 'I h = = = 3 (ft) Average roof height of structure from base PLAN VIEW Wind Parameters [ASCE 7-05 Section 6.5.15.1] P = =2: 47=_=8(psi) Design wind pressure (psf) HVAC Unit Data (+/ ) T G Wp = .Y 2. (lb) Machine Weight X =_=_56;0:4 (in) Base Dimension ug Y = $ 0 (in) Base Dimension ' Z =:'7;9.0_-<(in) Height of Unit and Curb Xcg =.=;-28:0=(in) Center of Gravity SIDE VIEW - Ycg =;-::,:::-44::0.:L:. (in) Center of Gravity Zcg =- 29 0°_(in) Center of Gravity Load Combinations - 0.9D + (E or 1.6W) USD ANALYSIS 0.6D + (E/1.4 or W) ASD Base Shear Seismic 0.4a pS DS W p z 1.6SIpP F, = (1+7hl= 256 lbs. =888 lbs. OK >_0.3S psi-pWp =167 lbs. OK Base Shear, V„ = 256 lbs. Wind Fri, = 700.4 lbs. Controlling Base Shear = 700 lbs. Wind = 438 (asd) Wind Anchor Shear (Seismic) Anchor dx dx^2 dy dy^2 Minimum eccentricity =1.,1==.----13%-:----,--,:, 1 28 784 44 1936 ex = 1.4 ey = 2.2 2 28 784 44 1936 Mx-x = 358.7 My-y = 563.7 3 28 784 44 1936 4 28 784 44 1936 Y Direction X Direction 3136 7744 V1,3 = 67 V1,2 = 67 V2,4 = 67 V3,4 = 67 V„max = 175 lbs. _ Overturning = 109 (asd) Mot = 7431 lb-in. seismic Each Anchor/Corner Mot = 10156 lb-in. wind - Mres-x = 19958 lb-In. Mres-y = 31363 lb-in. Net Bolt Tension X Direction Y Direction T„max* = -88 lbs. Tx* = -88 Ty* = -120 = -62 (asd) *negative(-)values indicate there is no net uplift Each Anchor/Corner `obarc- w n - Aecki CONSULTING VLMK ENGINEERS CliientCTPc Job No.10«333 I.05B,, Kt',2 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 �! P 503.222.4453 503.248.9263 © ° "Y 13 Sheet No, 5" r 1 c-i i U N i r Po..4.1k f+-k c E J � = sse* coiwc-4) Rru- ! rs 44 ( elf caak --R) - 5,9 t o 6+131.-u)Km./ Prti*,14 (4.1 # a SCittN4 s (4Xa-e.5*\ ^ Ilan# IOtiR m(NiMvpy) c-v i t a ¶-4 5" fo t FlW r N (L4 X Z" 6..4 scat cotk^kC..(k An,.h Ili"a.c. lrt uA w *CI ') t44 o S(Ike.,..)5 OS) TimAt .., = 11%.* (t'LL \ • V L I f IZ CONSULTING Job Gat wl�ikA T1 M�ct� ENGINEERS CIent C�"^ 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 Job N �13a33y,oSej (� P 503.222.4453 503.248.9263 El date ()1111.1 Sheet No. 5-13 MEW v "r A,..u+ortia 4E MfrV max = S%'IA (c-6444- (.o M J 1j ►.A U- 1 = anti (Hcu'i coriNER) r/loko-3 ti-ot.00 jvJ Prr[14(4 1%1,4 ; (Li) m Sc{L�w5 VIA1rwW = lt1.4ik (MO MiN'+rsvM) 'Taw()w Ltet. e# (CUSit vu N wmv),A1 Cu 10 'Su?Po P- triz 1 N4o 1114 It l"F+KA o c.aM"t-ck ne.-0 a-t" 1MAI,-l = 597 (M1 Rcr'AC SC )t 3(a) - a0 CIO l`1�1 M --a aV, c11'1 e mr,fet. % 9 i '3(a) + a) M6v- ty a*CI-1'1 _ Ptciwr.- 1l t ().1 + o = CIF) Hui 1 Law - 43)1'5 4t. job wIcvn l ` mEt.4'1- CONSULTING VLMK ENGINEERS crg,tC 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 �bNo.'�13o33� aSej, K0� IP 503.222.4453 503.248.9263 Q OBte (NH Sheet No. S'l� VV KL1 L M tr tj 4E.', COn.r0CuSC-2S r 'rti,gx " 0# CONU sEit— CuiWj s 3/(i`t 3 ir t-Fte% Sc11-60 Whole Foods Tigard OR September 05, 2013 R-1 Performance Data - 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Tags RTU-1 RTU-2 RTU-3 RTU-4 _RTU-5 RTU-7 Design Airflow(cfm) 4300 3000 3000 2800 1600 _1400 1 Airflow Application Downflow Downflow Downflow Downflow Downflow Downflow Cooling Entering_DB (F) 75.40 75.20 75.30 75.40 73.20 75.30 Cooling Entering WB (F) _61.40 61.10 61.20 _61.20 58.60 61.00 Ent Air Relative Humidity (%) 44.87 44.39 44.46 44.19 41.20 43.78 Ambient Temp (F) 90,00 90.00 90.00 90.00 83.00 89.00 _ Evap Coil Leaving Air Temp (DB) (F) 54.16 52.96 53.07 52.10 51.00 52.38 Evap Coil Leaving Air Temp (WB) (F) 51.77 50.52 _ 50.62 49.99 _ 47.24 _ 51.33 Cooling Leaving Unit DB (F) 56.02 54.30 54.41 ~53.45 _52.38 53.93 Cooling Leaving Unit WB (F) 52.56 51.11 51.21 50.58 47.88 52.00 Gross Total Capacity(MBh) 114.72 86.67 86.84 85.41 46.97 37.16 Gross Sensible Capacity(MBh) 98.62 72.06 72.02 70.45 38.36 34.66 Gross Latent Capacity(MBh) 16.10 14.61 14.82 14.96 8.61 2.51 Net Total Capacity (MBh) 108.21 84.02 84.19 83.11 45.62 35.67 Net Sensible Capacity(MBh) 92.11 69.41 69.37 68.16 37.00 33.16 Net Sensible Heat Ratio (Number) 0.85 0.83 0.82 0.82 0.81 0.93 Heating EAT (F) 64.00 65.00 64.00 64.00 69.00 63.90 Heating LAT(F) 98:70 94.90 93.90 96.00 97.10 95.90 Heating Delta T (F) 34.70 29.90 29.90 32.00 28.10 32.00 Input Heating Capacity(MBh) 200.00 120.00 120.00 120.00 60.00 60.00 Output Heating Capacity(MBh) 160.00 96.00 96.00 96.00 48.00 48.00 Output Heating Cap. w/Fan (MBh) 166.51 98.65 98.65 98.30 49.36 49.49 Design ESP (in H2O) 0.500 0.500 0.500 0.500 0.500 0.600 Component SP (in H2O) 0.330 0.170 0.170 0.157 0.120 0.097 Indoor mtr operating power(bhp) 2.33 0.98 0.98 0.85 0.42 0.49 Indoor RPM (rpm) 1517 1122 1122 1068 837 894 Indoor Motor Power (kW) 1.73 0.73 0,73 0.64 0.31 0.37 Outdoor Motor Power (kW) 0.70 0.72 0.72 0.72 0.35 0.22 _ Compressor Power(kW) 7.18 5.67 5.67 5.66 2.66 2.41 System Power(kW) 9.61 7.11 7.11 7.01 3.32 3.00 SEER @ AHRI (btuh/watt) - - - - - 15.00 IPLV @ AHRI (IPLV) 14.0 14.5 14.5 14.5 0.0 - MCA(A) 24.90 19.90 19.90 19.90 12.80 9.50 _ MOP (A) 30.00 25.00 25.00 25.00 15.00 15.00 Compressor 1 RLA(A) 9.60 7.10 7.10 7.10 6.20 5.10 _ Compressor 2 RLA(A) '7.10 4.70 4.70 4.70 0.00 0.00 Evaporator fan FLA (A) 4.30 4.30 4.30 4.30 4.00 2.50 Condenser fan FLA(A) 1.50 2.00 2.00 2.00 1.00 0.60 Evaporator face area (sq ft) 16.65 12.36 12.36 12.36 9.27 7.71 _ Evaporator rows (Each) 4.00 4.00 4.00 4.00 3.00 3.00 Evaporator fin spacing (Per Foot) 192 192 192 192 192 192 Evaporator face velocity(ft/min) 258 243 243 227 173 182 Min. unit operating weight(lb) 1369.0 1026.0 1026.0 1026.0 711.0 544.0 _ Max. unit operating weight(lb) 1601.0 1389.0 1389.0 1389.0 932.0 722.0 Fan motor heat(MBh) 6.51 2.65 2.65 2.30 1.36 1.49 Dew Point (F) 49.92 48.55 48.65 48.26 43.77 50.53 Max Available ESP (in H2O) - - - - 0.650 - Rated capacity (AHRI) (MBh) 113.00 89.00 89.00 _ 89.00 49.00 38.00 - Exhaust fan power(kW) 0.65 0.65 0.65 0.65 0.65 0.65 Refrig charge (HFC-410A) - ckt 1 (lb) 12.8 5.5 5.5 5.5 5.2 7.9 _ Refrig charge (HFC-410A)- ckt 2(lb) 11.8 4.2 4.2 4.2 0.0 0.0 ASHRAE 90.1 Yes Yes Yes Yes Yes Yes Saturated Suction Temp Circuit 1 (F) 49.31 47.42 47.53 46.62 42.73 47.34 Saturated Discharge Temp Circuit 1 (F) 112.44 110.18 1 10.2 1 109.91 97.95 108.05 Saturated Suction Temp Circuit 2(F) 49.77 49.34 49.44 48.59 0.00 0.00 FLD=Furnished by Trane U.S.Inc. dba Trane/ Equipment Submittal Page 4 of 64 Installed by Others r //�� �11 Whole Foods Tigard OR September 05, 2013 K d Tags RTU-1 RTU-2 RTU-3 RTU-4 RTU-5 RTU-7 Saturated Discharge Temp Circuit 2 (F) _107.47 107.55 107.56 107.34 0.00 0.00 IEER ( ) 14.00 14.50 14.50 14.50 - - EER @ AHRI Conditions (EER) 12.5 12.6 12.6 12.6 15.0 Total Static Pressure (in H2O) _0.830 _0.670 0.670 0.657 0.620 0.697 Tags RTU-8 RTU-9 RTU-10 RTU-11 RTU-12 . Design Airflow (cfm) 1200 1320 2400 3000 3000 Airflow Application Downflow Downflow Downflow Downflow Downflow Cooling Entering DB (F) 75.10 77.40 74.90 ^73.60 73.50 Cooling Entering WB (F) 61.50 63.40 61.40 58.60 61.30 Ent Air Relative Humidity (%) 46.03 46.21 46.24 40.14 49.90 Ambient Temp (F) 90.00 90.00 90.00 89.00 90.00 Evap Coil Leaving Air Temp (DB) (F) 51.83 53.47 55.79 51.04 52.68 Evap Coil Leaving Air Temp (WB) (F) 50.58 50.91 52.56 47.74 50.82 Cooling Leaving Unit DB (F) 53.42 54.94 57.39 52.52 54.07 Cooling Leaving Unit WB (F) 51.27 51.55 53.23 48.42 51.42 Gross Total Capacity(MBh) 35.97 _46.32 59.22 84.56 86.35 Gross Sensible Capacity(MBh) 30.16 34.11 49.52 73.10 67.45 Gross Latent Capacity(MBh) 5.81 12.21 9.70 11.46 18.89 Net Total Capacity(MBh) 34.66 45.01 56.02 81.68 83.47 ^ Net Sensible Capacity(MBh) 28.86 32.80 46.32 70.22 64.58 Net Sensible Heat Ratio (Number) 0.83 0.73 0.83 0.86 0.77 Heating EAT (F) 65.00 58.50 65.30 69.00 69.40 Heating LAT(F) 102.30 92.50 105.30 98.90 99.30 Heating Delta T(F) 37.30 34.00 40.00 29.90 29.90 . Input Heating Capacity(MBh) 60.00 60.00 130.00 120.00 120.00 Output Heating Capacity(MBh) 48.00 48.00 103.00 96.00 96.00 Output Heating Cap. w/Fan (MBh) 49.30 49.31 106.20 98.88 98.88 Design ESP (in H2O) 0.600 0.600 _0.600 0.600 0.600 Component SP (in H2O) 0.076 0.109 0.149 _0.170 0.170 Field supplied drive kit required - - None None None Indoor mtr operating power (bhp) 0.42 0.41 0.97 _ 1.06 1.06 Indoor RPM (rpm) 938 886 J 998 1148 1148 _ Indoor Motor Power(kW) 0.31 0.30 0.73 0.79 0.79 Outdoor Motor Power(kW) 0.22 0.34 0.37 0.72 0.72 Compressor Power(kW) 2.44 2.93 3,51 5.58 5.69 System Power(kW) 2.97 3.57 4.60 7.09 7.19 SEER @ AHRI (btuh/watt) 15.00 - - - - IPLV @ AHRI (IPLV) - 0.0 0.0 14.5 14.5 MCA (A) 10.00 12.80 12.30 19.90 19.90 MOP (A) 15.00 15.00 15.00 25.00 25.00 Compressor 1 RLA(A) 5.10 6.20 52.00 7.10 7.10 Compressor 2 RLA(A) 0.00 0.00 0.00 4.70 4.70 Evaporator fan FLA (A) 6.00 4.00 2.50 4.30 4.30 Condenser fan FLA (A) 0.60 1.00 1.00 2.00 2.00 Evaporator face area (sq ft) 7.71 9.27 ~9.89 12.36 12.36 Evaporator rows (Each) 3.00 3.00 4.00 4.00 4.00 Evaporator fn spacing (Per Foot) 192 192 192 192 192 Evaporator face velocity(ft/min) 156 _ 142 243 243 243 Min. unit operating weight(lb) 544.0 711.0 755.0 1026.0 1026.0 Max. unit operating weight(Ib) 722.0 932.0 976.0 1389.0 1389.0 Fan motor heat (MBh) 1.30 1.31 3.20 2.88 2.88 Dew Point(F) 49.58 48.87 50.10 44.77 49.34 Max Available ESP (in H2O) 0.790 0.830 - - - Rated capacity(AHRI) (MBh) 38.00 49.00 62.00 89.00 89.00 FLO=Furnished by Trane U.S. Inc.dba Trane/ Equipment Submittal Page 5 of 64 Installed by Others Whole Foods Tigard OR September 05,2013 2`3 Unit Dimensions-3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: Al Qty: 1 Tag(s): RTU-1 CONTROL BOX SECTION ACCESS PANED INDOOR TOP PANEL GAS CONNECTION ' OUTDOOR TOP PANEL (SEE NOTE 2) • ^CONDENSER FAN EVAPORATOR SECTION -� /„"s -:.. ACCESS PANEL ` \• i; i,, a: •• ; i i0) CONDENSATE(SEE NOTE I)—\ \ • ,—CONDENSER COIL �\ �,+ /i • �t \ �/ 7 QI..Jp. 1°�i' . \ 27 518' ... 1 ti 718 ' ` / , CONDENSER ..„........,47 ' Ni, COIL SIDE 53374'\ HORIZONTAL AIR FLOW L-•COMPRESSOR ACCESS PANEL 4 POWER WIRE(SEE NOTE 3) PACKAGED GAS/ELECTRICAL ISOMETRIC VIEW L.-27 9/16'—.- THROUGH THE BASE CONDENSATE--� 4 3116" V. A a, —r NOTES: 1.ALTERNATE CONDENSATE DRAIN CONNECTION • = 3i -14 NPT DIA.HOLE '70///;°��,1\ �\ -- ---- ---1-- 2.1171ST GAS CONNECTION(60 mbh,120 mbh); ffJ ` I 3t4”NPT GAS CONNECTION(150mbh,200mbh,250mbh) Il Ii I��a± J Ii 3.UNIT POWER WIRE tar DIA.HOLE. V .:1 /1 4.THI'tU-THE-BASE ELECTRICAL AND GAS IS NOT STANDARD ON ALL UNITS. � 1/6- 5.VERIFY WEIGHT.CONNECTION.AND AU.DIMENSION WITH SUPPLY RETURN INSTALLER DOCUMENTS BEFORE INSTALLATION i -J 17117 LL--J-, 171/2" PLAN VIEW UNIT Lv 621/4• DIMENSION DRAWING S t COIL 52 5/16' 50 T18" - 19 1/4"- 16 11/16" I SUPPLY RETURN 321/4 I I SERVICE HORIZONTAL SIDE AIR FLOW f m .[• ■Itsesr■sl.n>_ I=E1==r1==D II / I 4 114' i/ I Z7 9/16' 4 314• i '° �-9811/16 __-_...__..___-.-63318'-..— _.-...- -.16r CONDENSATE DRAIN—/ PACKAGED GAS/ELECTRICAL DIMENSION DRAWING FLD=Furnished by Trane U.S.Inc.dba Trane I Equipment Submittal Page 10 of 64 Installed by Others Whole Foods Tigard OR September 05,2013 2l Accessory -3-10 Ton R410A PKGD Unitary GaslElectric Rooftop Item: Al Qty: 1 Tag(s): RTU-1 ('1314' i I 13/4' 1 314' • / 2' /1/4. ■ .,..,„,..„.„,..„.,,,,,:>1.- u• b4 112' / / r 60 3/8' GAS 1 ELECTRICAL ISCMETRIC ROOF TOP CURB ACCESSORY 83718' J 80112' -� 1 - 18l17—' -6518'- -0-----1812" 1' b. ..,_ '°_ }• r 1. � 4 34 318' 34 318' 59 718' . LI 4 N GAS I ELECTRICAL TOP VIEW ROOF TOP CURB ACCESSORY FLD=Furnished by Trane U.S.inc.dba Trane/ Equipment Submittal Page 36 of 64 Installed by Others Whole Foods Tigard OR September 05,2013 K-5 Weight, Clearance & Rigging Diagram - 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: Al Qty: 1 Tag(s): RTU-1 INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY WEIGHTS ECONOMIZER 36.0 lb MOTORIZED OUTSIDE AIR DAMPER Q ®D MANUAL OUTSIDE AIR DAMPER I BAROMETRIC RELIEF I ���� OVERSIZED MOTOR I =J..,...... '/:� BELT DRIVE MOTOR to`+ . 111 POWER EXHAUST s _ , llkW.O,P) I TF'ROUGHT THE BASE ELECTRICAUGA.S(FIOPS) 13.0 lb \`\`\` // UNIT MOUNTED CIRCUIT BREAKER(FIOPS) 5.0 lb UNIT MOUNTED DISCONNECT(FIOPS) POWERED CONVENIENCE OUTLET(FIOPS) 50.0 lb 'V _ ,__, C� HINGED OCORS(FIOPS) 12.010 r HAIL GUARD 30.0 lb SMOKE DETECTOR,SUPPLY I RETURN 5.0lb PACKAGED GAS/ELECTRICAL NOVAR CONTROL CORNER WEIGHT I STAINLESS STEEL HEAT EXCHANGER 6.0 lb REHEAT ROOF CURB 139.0 lb BASIC UNIT WEIGHTS I CORNER WEIGHTS I CENTER OF GRAVITIY_ ISHIPPING '; NET 386.0 lb © 299.0 m (E)LENGHT (F)WIDTH 1563.0 b 1369.0 lb O 379.0 lb D: 305.0 lb _49' 28' NOTE: 1 CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2 TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. } 3.BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT.TO OBTAIN TOTAL WEIGHT.ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4.WEIGHTS FOR OPTIONS NOT LISTED ARE<5 LBS. 'l Pi. '--..••■• quigir• -,..,---Aikk: `e �; - o Nye , o jik-ZIN 17 PACKAGED GAS/ELECTRICAL RIGGING AND CENTER OF GRAVITY FLO=Furnished by Trade U.S. Inc.dba Trade/ Equipment Submittal Page 25 of 64 Installed by Others Whole Foods Tigard OR September 05,2013 R.--k4 Unit Dimensions-3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: A2-A4, A10,All Qty: 5 Tag(s): RTU-2, RTU-3, RTU-4, RTU-11, RTU-12 7-TOP PANEL EVAPORATOR SECTION ACCESS PANEL-s., CONDENSER FAN CONDENSATE DRAW(ALT) \• 3/4'-14 NPT DIA HOLE- (-----,■ ■�l. \1fy \ /CONDENSER COIL } \ ,r. 4 u4 �.• . t� 27518' N. "---- . UNIT CONTROL WIRE 718-DIA.HOLE Pr i SERVICE GAUGE PORT ACCESS I 3/8'DIA HOLE 477!8' i \e d."-' --UNIT POWER WIRE 1Q'NPT GAS CONNECTION 44411001V- (MEN GASCOH) _•" 3K'NPT GAS CONNECTION (150MBH,200MBH S 250MBH) CONTROL AND COMPRESSOR ACCESS PANEL PACKAGED GAS/ELECTRICAL THROUGH THE ISOMETRIC VIEW BASE CONDENSATE-. 4 1t8• 27 818'_, - b NOTES: 1.THRU-THE-BASE ELECTRICAL IS NOT STANDARD ON ALL UNITS. T 2.VERFY ALL DIMENSIONS WITH INSTALLER DOCUMENTS BEFORE INSTALLATION. e�� r-- --I r--b--, ..�1�� ,�. 32,1B- �� SUPPLY RETURN L-- __t F--.-5_H-4. i .171/2'9718'I. 171.12' 3SB' PLAN VIEW hhhUNIT I° DIMENSION DRAWING 46718' HORIZONTAL 1 RETURN :1/4* AIR FLOW 23 E_, SUPPLY L.....„_24•ZI_∎sa�JIIE M 4 SB' �1 �■1i I I '-191/4',' 931B' 16314" -3718' 4114' • I CONDENSATE---/ 55I8' _ 88 518' � 7 518' PACKAGED GAS/ELECTRICAL y. 53 11q.__ DIMENSION DRAWING FLD=Furnished by Trane U.S. Inc-dba Trane/ Equipment Submittal Page 13 of 64 Installed by Others Whole Foods Tigard OR September 05,2013 R Weight, Clearance & Rigging Diagram -3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: A2 - A4, A10, All Qty: 5 Tag(s): RTU-2, RTU-3, RTU-4, RTU-11, RTU-12 INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY I WEIGHTS ECONOMIZER 36.01b MOTORIZED OUTSIDE AIR DAMPER ® p I.MANUAL OUTSIDE AIR DAMPER _____J I BAROMETRIC RELIEF OVERSIZED MOTOR BELT DRIVE MOTOR � 1 POWER EXHAUST THROUGHT HE BASE ELECTRICAVGAS(FIOPS) I 13.0Ib � UNIT MOUNTED CIRCUIT BREAKER(MOPS) 5.0 D �� UNIT MOUNTED DISCONNECT(FIOPS) 1 POWERED CONVENIENCE OUTLET(FIOPS) 38.0 lb ■_ < HINGED DOORS(FIOPS) 12.Olb \0 O I HAIL GUARD 20.0 lb V I SMOKE DETECTOR,SUPPLY)RETURN I 5.0 lb PACKAGED GAS/ELECTRICAL NOVAR CONTROL CORNER WEIGHT STAINLESS STEEL HEAT EXCHANGER 6.0 lb REHEAT ROOF CURB 78.0 lb BASIC UNIT WEIGHTS I CORNER WEIGHTS CENTER OF GRAVITIY SHIPPING NET I OA I O I (E)LENGHT (F)WIDTH I 0 NOTE: 1.CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2.TO ESTIMATE SHIPPING WEIGHT ADO 5 LBS TO NET WEIGHT. 3.BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT.TO OBTAIN TOTAL WEIGHT.ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4.WEIGHTS FOR OPTIONS NOT LISTED ARE<5 LBS. : -"'''''!..:----,,, 447.r. -r----,4:ijf:N% .. .' ------44 ,....v,,,r, i....„4........, .k.i.,.:;.... ] ----.....,„.„, -N'-,k1/4:.:. ,N +;a�i� . PACKAGED GAS I ELECTRICAL RIGGING AND CENTER OF GRAVITY FLD=Furnished by Trane U.S.Inc.dba Trane/ Equipment Submittal Page 27 of 64 installed by Others Whole Foods Tigard OR September 05,2013 g"a4 Unit Dimensions- 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: A5, A8, A9 Qty: 3 Tag(s): RTU-5, RTU-9, RTU-10 -TOP PANEL EVAPORATOR SECTION ACCESS PANEL- . \ ....N.„,,... .. ..--CONDENSER FAN CONDENSATE DRAIN(ALT) tUl/4;--,:.:..--..-0. 'i1/ 3/4%14 NPT DIA.HOLE- `>�>l\ „ ., i ,.\ �`- / CONDENSER COIL 411/4'\ 4.41,44441, e ∎-.. a \ / \4 -.1 /�.. e `/ UNIT CONTROL WIRE 7/&DA.HOLE `� 0 — SERVICE GAUGE PORT ACCESS 1 318'DIA HOLE �� � o �.:L \ UNIT POWER WIRE lrr NPT GAS CONNECTION / -CONTROL AND COMPRESSOR ACCESS PANEL (808IBH 8.120MBH) / 314'NPT GAS CONNECTION (I50MOH.200MBH&250MBH)—/ THROUGH THE BASE 27 S CONDENSATE- i NOTES: c I 4 S 11/ 1.THRU-THE-BASE ELECTRICAL.AND GAS IS NOT STANDARD ON L...1 I ALL UNITS. 2.VERIFY WEIGHT.CONNECTION.AND ALL DIMENSION WITH INSTALLER DOCUMENTS BEFORE INSTALLATION r--z--1 r-- --� i X11 ���`zisty>�l ``� 33• 32 1!B' `� SUPPLY RETURN I d L17 V2• 9718 171R• J 3518' PLAN VIEW UNIT DIMENSION DRAWING i RETURN 321W 40 WV 7T o HORIZONTAL SUPPLY 23 718' 1 I AIR FLOW i 18 UT I ! E °I I - 9 518' I 0 0 >_..I I F .F 1 0 o I j 4194• P 5 ss. I I L,-J h) I 1._-19 14•-4 9 318' X16 3W-4-1 -'-3 7/8• 4 lW--.^ CONDENSATE " 558 ---_.__._......--------_..-._....__.-8858 __._..------- - 7518'–'--.- ....... .- _......._._ 53114- PACKAGED GAS I ELECTRICAL DIMENSION DRAWING FLU=Furnished by Trane U.S. Inc.dba Trane/ Equipment Submittal Page 17 o/64 Installed by Others Whole Foods Tigard OR September 05,2013 R'1 Accessory-3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: A2-A5, AS- All Qty: 8 Tag(s): RTU-2, RTU-3, RTU-4, RTU-5, RTU-9, RTU-10, RTU-11, RTU-12 Z-!\''-'1 34- 3l4' >� 13 75!16' 1 3f4- 84 1/Y 50318' ACCESSORY-ROOF TOP CURB 84- 50 1J2' 18112 -` 8St'"______ 1512•--..._ 1• --"-�+- �— 1' - i- 1' A 3438' 34 375• 45 71$• 48 3 i ACCESSORY-ROOF TOP CURB FLD=Famished by Trane U.S.Inc.dba Trane/ Equipment Submittal Page 39 of 64 Installed by Others 1 Whole Foods Tigard OR September 05,2013 F``° Weight, Clearance & Rigging Diagram - 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop 1 Item: A5, A8 Qty: 2 Tag(s): RTU-5, RTU-9 I INSTALLED ACCESSORIES NET WEIGHT DATA I - - ACCESSORY I WEIGHTS J I I ECONOMIZER I 36.0 lb l MOTORIZED OUTSIDE AIR DAMPER I O MANUAL OUTSIDE AIR DAMPER 1 BAROMETRIC RELIEF OVERSIZED MOTOR I -% BELT DRIVE MOTOR IL r POWER EXHAUST 1 �\``1`�J) THROUGHT THE BASE ELECTRICAUGAS(FlOPS) 13.0 b � UNIT MOUNTED CIRCUIT BREAKER(FIOPS) 5.0 lb Jam/ I UNIT MOUNTED DISCONNECT(FLOPS) POWERED CONVENIENCE OUTLET(FLOPS) I 38.0 lb I \ I HINGED DOORS(FIOPS) I 12.0 b O - y� HAIL GUARD - 20.0 lb - V ( SMOKE DETECTOR SUPPLY/RETURN I 5.0t i I NOVAR CONTROL I 1 PACKAGED GAS/ELECTRICAL CORNER WEIGHT I STAINLESS STEEL HEAT EXCHANGER 6.0 lb I REHEAT ROOF CURB I 78.0 lb I BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OFGRAVITIY SHIPPING NET i O 226.0 lb 1 O 144.01b (E)LENGHT (F)WIDTH B06.D Ib 711.0 tb I O 199.01b I O 143.0 lb 44- 22- 1 1 NOTE; I 1.CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2.TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. ) 3.BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT.TO OBTAIN TOTAL WEIGHT,ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4.WEIGHTS FOR OPTIONS NOT LISTED ARE<5 LBS. ■ • I 1 "... >4.4hip'''.":''' .„.....4404*1 110°.''- 4.44. ,af--____:-________ .:A „_2_.....-- __,,,-,..,:, , .. ,.... *---7—---7, ‘;4,,,,,...:;,..,...—::::::,' zi‘,..;.:::,:s: firizi E ` , `/ .... F - PACKAGED GAS/ELECTRICAL • RIGGING AND CENTER OF GRAVITY FLD=Furnished by Trane U.S Inc.dba Trane/ Equipment Subm)ttal Page 29 of 54 Installed by Others Whole Foods Tigard OR September 05,2013 R`r4 Weight, Clearance& Rigging Diagram - 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: A9 Qty: 1 Tag(s): RTU-10 INSTALLED ACCESSORIES NET WEIGHT DATA - - ACCESSORY I WEIGHTS IECONOMIZER I 36.0 lb IMOTORIZED OUTSIDE AIR DAMPER Q 0 I MANUAL OUTSIDE AIR DAMPER 1 [BAROMETRIC RELIEF � OVERSIZED MOTOR L &��\` BELT DRIVE MOTOR 31.0 to tat%{{{1 POWER EXHAUST ��l\``` 1�� I Tl-92OUGHT THE BASE ELECTRICALIGAS(FIOPS) 13.0 ID - -- ��`M``� f I UNIT MOUNTED CIRCUIT BREAKER(FIOPS) I 5.0 lb�� UNIT MOUNTED DISCONNECT(FIOPSI I POWERED CONVENIENCE OUTLET(FIOPS) 38.0 lb IHINGED DOORS(FIOPS) 12.0 lb © \c) I HAIL GUARD I 20.0 lb I SMOKE DETECTOR,SUPPLY I RETURN 5.0 lb PACKAGED GAS/ELECTRICAL NOVAR CONTROL CORNER WEIGHT STAINLESS STEEL HEAT EXCHANGER 5.0 lb 1 REHEAT ROOF CURB 78.0 lb BASIC UNIT WEIGHTS CORNER WEIGHTS I CENTER OF GRAVITIY SHIPPING ; NET I O 239.0 lb © 152.016 (E)LENGFIF (F)WIDTH 850.0 lb 755.0 ID I © 214.0 lb ' OD 151.0 lb 1 44' 21' • NOTE: 1.CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. a TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. 3.BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT.TO OBTAIN TOTAL WEIGHT.ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4.WEIGHTS FOR OPTIONS NOT LISTED ARE<5 LBS. \\ \ , . ''\i'Ifr:' . •s - PACKAGED GAS/ELECTRICAL RIGGING AND CENTER OF GRAVITY FLD=Furnished by Trane U.S. Inc.dba Trane/ Equipment Submittal Page 33 of 64 Installed by Others Whole Foods Tigard OR September 05,2013 R.I a Unit Dimensions -3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: A6,A7 Qty: 2 Tag(s): RTU-7, RTU-8 —TOP PANEL EVAPORATOR CONDENSER FAN SECTION ACCESS PANEL - //11/li: a�ll CONDENSATE DRAM(ALT) {y %.1. -i>JJ��� _ 3!4'-14 NPT DIA.HOLE— \� \\\`\\__� � CONDENSER COIL 4 114' 1%-].., '•,,, i�■ '-r 239118' ' ,. 0 ,\ I I..-1t1 u CONTROL WIRE 7f8'DIA.HOLE 32114' :` +ZAv' . SERVICE GAUGE PORT ACCESS 1 318-DIA.HOLE \ \ ` -UNIT POWER WIRE --CONTR01 AND COMPRESSOR ACCESS PANEL --112'NPT GAS CONNECTION THROUGH THE BASE CONDENSATE -•-- 231n- NOTES: 1.THRU-THE-BASE GAS AND ELECTRICAL IS NOT STANDARD ON ALL UNITS. e 2.VERIFY WEIGHT.CONNECTION,AND AU.DIMENSION WITH 43118- INSTALLER DOCUMENTS BEFORE INSTALLATION 0. D doommi t 11 -- - --- 16• RETURN 24' _ �I SUPPLY I + 1 ___T L_151Q' 9114' 14' 35f8- PLAN VIEW UNIT DIMENSION DRAWING - - a RETURN 367!4' 23114• HORIZONTAL SUPPLY 14 314- AR FLOW 201114' d i io 9518' tiZi)•�)♦—[T,tiilII�EI 4 3/4• 5518 I a—J L� l T Ili !-'171!4'1 6718' - i31/4- - 33118- 4114.4 `? L 1 09 7B' I 1 5 9/16"-�-a CONDENSATE--; 75/8,. _ 44 1/4' PACKAGED GAS!ELECTRICAL DIMENSION DRAWING FLO=Furnished by Trane U.S.Int.dba Trane/ Equipment Submittal Page 19 of 69 installed by Others Whole Foods Tigard OR September05.2013 R-13 Accessory-3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: A6, A7 Qty: 2 Tag(s): RTU-7, RTU-8 1 314' 6s 37a• 41 7116" GAS I ELECTRICAL ISCMETRIC ROOF TOP CURB ACCESSORY 65114' - 61314" 22 15116----' 14 8x16"--- r 16 374" -;- 1- 1" 19 778" 25 3116" GAS/ELECTRICAL TOP VIEW ROOF TOP CURB ACCESSORY FLD=Furnished by Trane U.S.Inc.dba Trane/ Equipment Submittal Page 44 of 64 Installed by Others Whole Foods Tigard OR September 05,2013 k-ILI Weight, Clearance & Rigging Diagram -3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop Item: A6 Qty: 1 Tag(s): RTU-7 INSTALLED ACCESSORIES NET WEIGHT DATA • _ I ACCESSORY I WEIGHTS IECONOMIZER _ 25.0 lb MOTORIZED OUTSIDE AIR DAMPER © ,0 I MANUAL OUTSIDE AIR DAMPER BAROMETRIC RELIEF OVERSIZED MOTOR r''':'.. `" BELT DRIVE MOTOR 31.0 fb S .111 1 POWER EXHAUST ...... ..____..... t\\��```� 11�1 THROUGHT THE BASE ELECTRICAL/GAS(FIOPS) 8.0 6 \�```�`% UNIT MOUNTED CIRCUIT BREAKER(FIOPS) I 5.0 b `:J� I UNIT MOUNTED DISCONNECT(FIOPS) IPOWERED CONVENIENCE OUTLET(FIOPS) 38.0 lb . ,_. i.)\ I HINGED DOORS(FIOPS) 1 10.0 kb - y HAIL GUARD 120 b O' V SMOKE DETECTOR SUPPLY!RETURN 5.0 lb NOVAR CONTROL I PACKAGED GAS!ELECTRICAL CORNER WEIGHT I STAINLESS STEEL HEAT EXCHANGER 4.0 b IREHEAT IROOF CURB 61.0 lb I _ BASIC UNIT WEIGHTS I CORNER WEIGHTS CENTER OF GRAVITIY I SHIPPING NET OA 176.0 lb C 126.0 lb (E)LEN3HT (F)WIDTH 676.0 lb 605.011) V 162.0 lb ( 139.0 lb 33- 19' • NOTE: 1.CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2.TO ESTIMATE SHIPPING WEIGHT ADO 5 LBS TO NET WEIGHT. 3.BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT.TO OBTAIN TOTAL WEIGHT,ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4 WEIGHTS FOR OPTIONS NOT LISTED ARE<5 LBS. lop.,,,_... WI t..,_,_/:;i=.--___-:',......_____,..„,.._,. 1 ,-.-,,';;'' ii ,� .�So. a 0 ,> l %� F E e .�� 0 Ff - PACKAGED GAS/ELECTRICAL RIGGING AND CENTER OF GRAVITY FLD=Furnished by Trane U.S.Inc. dba Trane/ Equipment Submittal Paoe 30 of 54 Installed by Others Whole Foods Tigard OR September 05,2013 R-15 Weight, Clearance & Rigging Diagram - 3-10 Ton R410A PKGD Unitary GaslElectric Rooftop Item: A7 Qty: 1 Tag(s): RTU-B INSTALLED ACCESSORIES NET WEIGHT DATA - , I ACCESSORY II WEIGHTS IECONOMIZER J 26.0 b _ J } I MOTORIZED OUTSIDE AIR DAMPER 1 r Q. ® I MANUAL OUTSIDE AIR DAMPER BAROMETRIC RELIEF OVERSIZED MOTOR I { / ! BELT DRIVE MOTOR I r(( S POWEREXHAUST 7HROUGHT THE BASE ELECTRICALIGAS(FIOPS) 8.O lb UNIT MOUNTED CIRCUIT BREAKER(FIOPS) 5.01b � � I UNIT MOUNTED DISCONNECT(FIOPS) POWERED CONVENIENCE OUTLET(FIOPS) I 38.0 lb _. ( HINGED DOORS(FIOPS) 10.0 lb O `n L!J HAIL GUARD 12.0 lb ISMOKE DETECTOR.SUPPLY I RETURN 5.0 lb NOVAR CONTROL PACKAGED GAS/ELECTRICAL i STAINLESS STEEL HEAT ID(CHANGER 4.0 lb CORNER WEIGHT REHEAT I ROOF CURB I 1 61.0Ib I BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVITIY SHIPPING NE7 AO 178.0!b © 126.0 lb (E)LENGH7 (F)WIDTH 676.0 lb 606.0 b O 162.0 lb © 139.0 lb 33' 19- NOTE: 1.CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2.TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. 1 3.BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT.TO OBTAIN TOTAL WEIGHT.ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4.WEIGHTS FOR OPTIONS NOT LISTED ARE<5 LBS. .!. 41;111,11\‘, -- - (/k.01/4":41,) '''' . DO'.--'.„ ,,..:•■•1,=--:.--- i ,,,41.- E . I. � :is.0: "; F t �� - PACKAGED GAS/ELECTRICAL RIGGING AND CENTER OF GRAVITY FLD=Furnished by l rane U.S. Inc. dba Trane/ Equipment Submittal Page 32 of 64 Instalied by Others Whole Foods Tigard OR September05,2013 (L'0°5 Tag Data- Packaged Gas/Electric Rooftop Units (Qty: 1) Item Tag(s) Qty Description Model Number B1 RTU-6 1 12.5 Ton Packaged Unitary YHD150F4RXA—DOC1A2B201B00000000000 Gas/Elec 00000 _ Product Data- Packaged Gas/Electric Rooftop Units Item: B1 Qty: 1 Tag(s): RTU-6 • Gas/Electric • High efficiency • Downflow • 12.5 Ton • 460/60/3 • Reliatel • Gas Heat- SS Ht Ex- Low • Economizer Dry Bulb 0-100%with barometric relief • Hinged panels • 2" Pleated Filters • Hail guard • Through the base electric • Unit Mounted Circuit Breaker • Powered convenience outlet • Frostat • Return air smoke detector Performance Data - Packaged Gas/Electric Rooftop Units Tags RTU-6 _Design Airflow(cfm) 5600 Cooling Entering Dry Bulb (F) 73.90 Cooling Entering Wet Bulb (F) 60.00 Ent Air Rel Humidity(%) 44.15 Ambient Temp (F) 83.00 Cooling Leaving Unit DB (F) 54.68 Cooling Leaving Unit WB (F) 50.96 Gross Total Capacity (MBh) 147.68 Gross Sensible Capacity(MBh) 126.62 Gross Latent Capacity(MBh) 21.06 Net Total Capacity(MBh) 140.24 Net Sensible Capacity (MBh) 119.18 Net Sensible Heat Ratio (Number) 0.85 Heating LAT(F) 20.08 Heating Temp Rise (F) 20.08 Output Htg Capacity (MBh) 122.00 Output Htg Capacity w/Fan (MBh) 129.44 Design ESP (in H2O) 0.500 _ Component SP Add fin H2O) 0.328 Field Supplied Drive Kit Required High Static Drive Kit Indoor Mtr. Operating Power(bhp) 2.36 Indoor RPM (rpm) 664 Indoor Motor Power(kW) 1.75 Outdoor Motor Power(kW) 1.15 Compressor Power (kW) 8.21 System Power(kW) 11.12 IPLV ra AHRI (IPLV) 12.6 MCA(A) 32.00 MOP (A) 40.00 Compressor 1 RLA (A) 12.80 Compressor 2 RLA (A) 7.10 FLD=Furnished by Trane U.S.Inc.dba Trane% Equipment Submittal Page 50 of 64 Installed by Others Whole Foods Tigard OR September 05,2013 R-1 Tags RTU-6 Condenser Fan FLA(A) 1.60 Evaporator Fan FLA(A) 4.80 Evaporator Face Area (sq ft) 26.00 Evaporator Face Velocity(ft/min) 215 Evaporator Fin Spacing (Per Foot) 180 Evaporator Rows ( ) 3 Min. Unit Operating Weight (lb) 1933.0 Max Unit Operating Weight (Ib) 2335.0 Fan Motor Heat(MBh) 7.44 Evap Coil Leav Air Temp (DB) (F) 52.96 Evap Coil Leav Air Temp (WB) (F) 50.20 Dew Point Temp (F) 47.94 Rated capacity(AHRI) (MBh) 140.00 Exhaust fan power(kW) 0.56 Refrig charge (HFC-410A) - ckt 1 (lb) 9.0 Refrig charge (HFC-410A) -ckt 2 (Ib) 5.8 ASHRAE 90.1 Yes Saturated Suction Temp Circuit 1 (F) 45.69 Saturated Discharge Temp Circuit 1 (F) 104.30 Saturated Suction Temp Circuit 2 (F) 45.72 Saturated Discharge Temp Circuit 2 (F) 103.83 1EER Rating () 12.60 EER @ AHRI Conditions (EER) 12.1 Total Static Pressure (in H2O) 0.828 FLD=Furnished by Trane U.S. Inc.dba Trane/ Equipment Submittal Page 51 of 64 Installed by Others Whole Foods Tigard OR September 05,2013 e-i17 Unit Dimensions -Packaged Gas/Electric Rooftop Units Item: B1 Qty: 1 Tag(s): RTU-6 NOTES: 1.GAS CONNECTION PIPE SIZE 112' - 2 THRU-THE BASE GAS AND ELECTRICAL IS NOT STANDARD ON ALL UNITS.(SELECTED OPTION:SEE ACCESSORY SHEET) 3.VERIFY WEIGHT,CONNECTION,AND ALL DIMENSION WITH INSTALLER DOCUMENTS BEFORE INSTALLATION —_-,i._-_:4__!.r.\‘" 71 .--=4' o iii DOWNFLOW CONDENSATE i % 1! DRAIN CONN 1-NPT -1' � e ,'.., 6411/1V , GAS CONNECTION(SEE NOTE 1) -- \ 'N., \� 12111!18' ,...%..-- '\ 33 3f 16' X7/8'DIA HOLE �\ Y i 15115- �\ (UNIT CONTROL WIRE)ro, �B4 3/16' \-2 11/16' / \� -3'DIA.HOLE (UNIT POWER WIRE) PACKAGED GAS/ELECTRIC-DOWNFLOW ISOMETRIC DRAWING 4114- 9 15118' 28 314'-d-=1-26 7/16'-P O i �� d 114' � �\ i'(�((lr;�l�� 'If- RETURN SUPPLY 765!16- 6811/18' (111P-A/ Ntl "lei 4 L. V 1 L-_L__J 0 PACKAGED GAS/ELECTRIC-DOWNFLOW PLAN VIEW DRAWING FLU=Furnished by Trane U.S.Inc.dba Trane/ Equipment Submittal Page 55 of 64 Installed by Others Whole Foods Tigard OR September 05,2013 K-1 1 Accessory-Packaged Gas/Electric Rooftop Units Item: B1 Qty: 1 Tag(s): RTU-6 4 116 13116" - 22114" 23 114" 28 9/16 " 1 13116" 1" 1' 7' A a 69 1/2" 80 5/8" 77" RETURN SUPPLY V , 7 V v I -v 1 13116" ACCESSORY-ROOF CURB ,...„„...,, ,i...---".`19 5116- 137116' / `- - /f�/ j �265no _,---' 1 : /- 1%, ..,, >-.:,,,,, 'S..„-- 1,,,,,,--- i ,,,...-- '',„„ 'SUPPLY-- 1 \i��` 66 112" 1d111 �� 117 3/16" 81' r \ / '� •� i ACCESSORY-DOWNFLOW DUCT CONNECTIONS FLD=Furnished by Trane U.S.Inc.dba Trane/ Equipment Submittal Page 62 of 64 Installed by Others Whole Foods Tigard CR September 05,2013 - Weight, Clearance & Rigging Diagram -Packaged Gas/Electric Rooftop Units Item: B1 Qty: 1 Tag(s): RTU-6 INSTALLED OPTIONS NET WEIGHT DATA Accessory Accessory Ecorornizer 60.0 lb :Motorized Outside Air Damper • OO Manual Outside air Damper 44 r Ovarsaed Motor �— High Static Drive �r/i�ilr�,all Thru the Base Electrical 23.0 lb fitrii,1R Unit Mounte4Circuit Breaker 10.0 lb Unit Mounted Disconnect /'� power Exhaust r ////////l llU�tgli� ∎\11 Hinged Doors _ �,�ql�,, 9' 27.0 Ib �l\ 1�1 4 / Zone Sensor l I LPG Conversion 10 / — — — Powered Convenience Cutlet 38.0 lb © LJ Roof Curb 235.010 CORNER WEIGHT BASE UNIT WEIGHTS I CORNER WEIGHTS CENTER OF GRAVITY I SHIPPING NET AO `J O DO E F 2610.0 lb 2126.0 lb I 676.0 lb 555.0 lb 406.0 lb 487.0 lb 56- 36' NOTE: 1.CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. - 2.TO ESTIMATE SHIPPING WEIGHT OF OPTION/ACCESSORIES ADD 5 LBS TO NET WEIGHT. 3.NET WEIGHT OF OPTIONAL ACCESSCRIES SHOULD BE ADD TO UNIT WEIGHT V/HEN Il ORDERING FACTORY INSTALLED ACCESSORIES. 4.WEIGHTS FOR OPTIONS NOT LISTED ARE<5 LBS. - 5.WEIGHT ARE OF BASE UNIT ONLY.FOR TOTAL WEIGHT.10 DIGIT FACTORY INSTALLED - OPTION(ECONOMIZER AND/OR OVERSIZED MOTOR OR FIOPIACCESSORY WEIGHT MUST BE ADDED. l ..,,:�-1\% i �E I ? �.��/ I) � F i _ 111111 1111 IV RIGGING AND CENTER OF GRAVITY FLD=Furnished by Trane U.S. Inc.dba Trane/ Equipment Submittal Facie 58 of 64 Installed by Others _'al Whole Foods Tigard OR September 5, 2013 4=It 77111NE' Project Name: Whole Foods Tigard OR Tao: MUA-1 Representative: MUA-1 Comments: Unit Information Model: OA Unit Length: 143 in Weight Operating: 3352 lb* Size: 2210 Unit Width: 95 in Note: Weight does not include CURB weight.See Quantity: 1 Unit Height: 81 in CURB submittal for actual Supply Airflow: 5,100 CFM Refrigerant Charge Outside Airflow: 5,100 CFM Circuit 1: 32.92 lbs Ambient Air DB: 90 F Circuit 2: 27.73 lbs Cooling Performance Gross Total Capacity: 228.4 MBh Evaporator Face Area: 15 sq fl Grass Sensible Capacity: 204.9 MBh Evaporator Rows I FPI: 6 I 12 Net Total Capacity: 224.9 MBh Condenser Face Area: 35 sq Ft Net Sensible Capacity: 201.4 MBh Condenser Rows/FPI: 3 112 Entering Air DB I WB(Coil): 90 / 68 F Air Velocity: 340 fpm Leaving Air DB 1 WB(Coil): 53.5 / 53.5 F Coil Air PD: 0.36 in H2O Leaving Air DB/ WB(Reheat): 67.95 / 59.22 F EER: 14 Leaving Air DB/ WB(Unit): 68.7 / 59.5 F Watts: 16079 Heating Performance Heat Type: Gas Furnace Entering Air DB: 22 F Input Capacity 350 MBh Leaving Air DB: 72.8 F Output Capacity: 280 MBh Coil Air PD: 0.18 in H2O FLD= Furnished by Trane I Installed by Others Trane Equipment Submittal Page 3 of 13 NOTES: OA 2 Qi p E) I.INS1AI.LING CONIRACIORMUSI VERIFY1)1MENSIONS a�j*r K O v PRIOR TO SWING CUR[!.A ND UNfT. . 11 2.11-11S CURB SI IPS KNOCKED DOWN FOR FIELD ASSEMBLY. ►( ''' , 0 o -1 1 PAN IS INSULAIED WI'II•I LT FOIL FACED ROLL'man lK)1J, •'' ?•. c E C 4.I x4 WOOD NAILER WILL BE INSTALLED ' , Q 1 0 6. UNDERNEATH I ION FLANGE OF CURB. -OLT. 'f,i;{ ':'i,'t'I,;1, as o �° T. R 29" 3 —. 18 Q'� �� : k y_�n:. in N q sF" 4E l ' I ItD O 1 oa j _ - D \ \ / : It ,iii:te' 4:. ET o. I RETURN `� 1. Iw 'p 'g 52-2 A SUP LY i 'SA s 11a O ° 1 a �� SIDCWALL PROFILE c tu 1 4" 1x4 WOOD @ ] o TOr FLANGE NAILER I0 xi MI 3' 102 0.D. 1 I h S4"O.D. 1 = CD 'i 7 . '1 0 Pi ' ' PI li:-I- -4 z.1.- . -0 a. 14" c o 1 3 a I102I t 1022.. 1 F SFJ2. ssv51.1V3 WV vitt M9_'El7tCa fl I:AS A. I71102/10 O!RC^'AD !..."19 9 92/171'0 4.9,10AV Non Duct 3WC4131M"Jr.., Mori, 50 Fl.GASKET c amarow M1)0040x11:11.40u .vn►lwi<Voiv C:a~,J+elm I L SUPPLIED D 31/11911 Ouwe lcw.∎AW.MC.,tI104:14Irsnua MW 3 li If3013 1BFVFSM 101[!Y S 11M CMAN.43 11Yr rrE,Priv: ',A :N I P:4,00Oy•QW C\t6Y.OA Qat MG'11010.A.OA•'A MAIIRAt't.�3Al1GM3AI,VOWED Stitt. Af111.3fMiHf.Mg..+Ir"Zt3tAl A>r!'._M:+C.a:l A 2716(�Itl9lltl"�I[(IMr, �031hN{v CMCY� I fiMlf 'ft I.24u334c J r'lCU alw I u*i QA CURB yy.� ��IIII��ay I �D l/w� I-0OUJB}Z11f! OMy�5OteABEtnfzaa�(�IIE�3� nwG.D13Rnr?I. cuIxC,1 I/l�4I IIf[ O/Hl� kN'IStL'11'!1It,Y1 IHt"SSIXiSIMbE YSCFCt xHocF.a?OWM QIP cups FOR A OA2 I&&AC 11118 +xntStl Jr cn CD U CD 3 0) t0 a- m CA CA O al O N W O 1 CO 70 1 w9.." cnsn.ffrtcrML VErrrrLrnuwEauIPMErrr s Order# 1855149 - WHOLE FOODS -TIGARD, OR - Fan #9 A3-D.500-G18 ( 1019 lbs./82 curb) �w ° ■irtto us Tag: Deli MAU Direct Gas Fired Heated Make Up Air Unit with 18" Blower Construction Features and 12" Burner. Housing constructed of heavy duty G90 galvanized Supply Motor: steel • Forward curved centrifugal blower wheel • Model DTP0054, 5.000 HP, 3 Phase 208 V, 60Hz, 15.0 Vibration isolation • Adjustable drive assemblies • FLA, ODP, Premium (E-Plus3) Eff. Adjustable motor mount • Ball bearing motors • Heavy duty, pre-lubricated bearings rated for 200,000 Supply Motor Pulleys: hours of operation • Static resistant belts • Service doors on both sides • Horizontal & down discharge • Part Type Qty Browning # Turns Out Large intake area ensures low pressure drop across unit • Spring loaded profile plates automatically Belt 2 BX67 adjust for any airflow-no manual setting required! • Blower Pulley 1 2BK120H Weatherproof safety disconnect switch • Modular design provides design flexibility• Fully insulated Bushing 1 H-1 3/16 casing Motor Pulley 1 2VP60 x 1-1/8 4.5 Burner: Blower: Min Output BTU: 18,000 BTU/Hr 18" forward curved, centrifugal blower. Pillow Block Max Output BTU: 550,000 BTU/Hr ball bearings. Galvanized finish. 4000-12000 CFM. Size: 12" long 6516 1-3/16" x 34" Shaft. 1450 max. RPM. Used in heated Gas Type: Natural and non-heated supply fans. Supply Performa Temp Control; Volume: 651 cfm RPM: 752 TS: 3544 ft/min RTC Solutions •40-90°F Discharge;Temp Control SP: 0.6547.w.g. Intake: (0.500" Ext. + 0.120" Int. + 0.034" Opt.) Sloped Filtered Intake for Size #3 Modular Heater. BHP: 3.138 37.25" Wide X 51.625" Long X 35.188" High. Includes 2" MV EZ Kleen Metal Mesh FIlter. Altitude: 174' Winter Entering Air Dry Bulb Temp: 22°F FItters: Output BTU: 273233 Temp Rise: 38°F 6x MV EZ Kleen Metal Mesh Filter. 16"x 20"x 2" Used for heater and supply fan intakes. (3412) Input BTU: 296992 BTUs BASED OFF ACTUAL AIR DENSITY Curb &Supports: ROOF:.CURB- 35" Width X 84" Length X 20" Supply Supply Installation Information: Height, Insulated Gas Inlet 7 in. w.c. - 14 in. w.c. Pressure: Insurance: No Insurance Requirement (ANSI) Selected Options: • Motorized Back Draft Damper 30" X 30" for Size 3 Motor Circuit 18.8 Amps MCA, 30 Amps MOP, 208 Standard & Modular Direct Fired Heaters w/Extended V, 12 AWG Wire Min. Shaft, Standard Galvanized Construction, 3/4" Rear Control Circuit 2.0 Amps MCA, 15 Amps MOP, 120 V, Flange, NFBUP-S Actuator Included 14 AWG Wire Min. • Cooling Interlock Relay. 24VAC Coil. 120V Contacts. Locks out burner circuit when AC is energized. Supply Unit 3 phs 208 V 60Hz • Low Fire Start. Allows the burner circuit to energize Voltage: when the modulation control is in a low fire position. • Gas Pressure Gauge, 0-35", 2.5" Diameter, 1/4"Thread 460V Size • Gas Pressure Gauge, -5 to +15 Inches Wc., 2.5" Diameter, 1/4" Thread Size • Extra Set of V-Belts. Only to be ordered as fan option at time fan.is-ordered. • Separate 120VAC Wiring Package for Make-Up Air Units. Option must be selected when mounting VFD in prewire panel or with EMS package. Provides separate 120VAC input to supply fan. This 120V signal must be run by electrician from EMS to mua switch. Schedule calls for convenience outlet. • • • 10 5/16' --+- — 19' --■- CURB OUTER WALL DISCHARGE OPENING e 1 I 1 I I L J I G 1/2' - — 93 3/4' r--41 3/$'—1 45 1l8' •: 42 1/8'—+{ L]FICNG LUG A--------p. — — SERVICE DCRECT FINED KILLS T--- DISCONNECT A [ISViTCH dRFLOV ]RFLV � 39 9/16' 43 3/8' ➢LlNOiuR I'PT �,; OVER ACCESS DOUR E CLEARANCE REQ = 9 /2 o 5 14! I • I 20' • 14 31/4"1 14 3/4' 20' EQUIPMENT CURB 35' 1.• 84' i 1 g.-15 1, COMMERCIAL YEHTILATION EQUIPMENT^ Order# 1855149 - WHOLE FOODS-TIGARD, OR ' - Fan #8 A1-D.250-G10 (587 lbs./63 curb) ✓ -3 c { .�c� us Tag: Smoker MAU Direct Gas Fired Heated Make Up Air Unit with 10" Blower Construction Features Supply Motor: Housing constructed of heavy duty G90 galvanized Model .7518053E56-48PK, 0.750 HP, 3 Phase 208 V, steel • Forward curved centrifugal blower wheel • 60Hz, 2.7 FLA, ODP (Open Drip Proof) Vibration Isolation •Adjustable drive assemblies • Adjustable motor mount• Ball bearing motors • Supply Motor Pulleys: Heavy duty, pre-lubricated bearings rated for 200,000 hours of operation •Static resistant belts • Service Part Type Otv Browning # Turns Out doors on both sides • Horizontal &down discharge • Large intake area ensures low pressure drop across Blower Pulley 1 AK66 x 3/4 unit • Spring loaded profile plates automatically Motor Pulley 1 1VL40 x 5/8 1.5 adjust for any airflow - no manual setting required! • Weatherproof safety disconnect switch• Modular Burner: design provides design flexibility• Fully insulated Min Output BTU: 18,000 BTU/Hr casing Max Output BTU: 275,000 BTU/Hr Size: 6" long Gas Type: Natural Blower: 10" forward curved, centrifugal blower. Permanently Supply Performance: lubricated ball bearings. Galvanized finish. 3/4" x 19" Volume: 1425cfm RPM: 902 TS: 2361 ft/min Shaft. 0-4000 CFM. 2500 max. RPM. Used in heated and non-heated supply fans. SP: 0.539"w.g. (0.500" Ext. + 0.023"Int. + 0.016" Opt.) Temp Control: BHP: 0.429 RTC Solutions.• 40-90°F Discharge.Temp Control Altitude: 174' Winter Entering Air Intake: Dry Bulb Temp: 22°F Sloped Filtered Intake for Size #1 Modular Heater. Output BTU: 59782 Temp Rise: 38°F 21.813"Wide x 44.375" Long x 23.375" High. Includes 2" MV EZ Kleen Metal Mesh Filters. Input BTU: 64980 BTUs BASED OFF ACTUAL AIR DENSITY Fifers' 3x MV EZ Kleen Metal Mesh Filter. 16"x 20"x 2" Used Supply Installation Information: for heater and supply fan Intakes. (3412) Gas Inlet 7 in. w.c. - 14 in. w.c. Pressure: Curb&Supports: Insurance: No Insurance Requirement(ANSI) ROOF CURB-21"Width, 71" Length, 20"Supply Height, Insulated. For#1 Modular Direct-Fired Heater. Motor Circuit 3.4 Amps MCA, 15 Amps MOP, 208 V, 14 AWG Wire Min. Control Circuit 2.0 Amps MCA, 15 Amps MOP, 120 V, Selected Options: 14 AWG Wire Min. • Motorized Back Draft Damper 16"X 18" for Size 1 Standard 5. Modular Direct Fired Heaters w/Extended Supply Unit 3 phs 208 V 60Hz Shaft, Standard Galvanized Construction, 3/4" Rear Voltage: Flange, LF120S Actuator Included • Cooling Interlock Relay. 24VAC Coil. 120V Contacts. 460✓ Locks out burner circuit when AC is energized. • Low Fire Start. Allows the burner drcult to energize {`� when the modulation control is in a low fire position. ( -x • Gas Pressure Gauge, 0-35", 2.5"Diameter, 1/4"Thread "`rrr---•��� Size nisrerierrisforgee erdenniornle eeaithdesignconce ptanti.AerAviationlram • Gas Pressure Gauge, -5 to +15 Inches Wc., 2.5" plans or mecifieatial•s sot dearly Meted fiy iht contract,/has not been teemed_ Diameter, 1/4"Thread Size Revise shall not as itweacompletedeckofalldeta ileddisenimuormoator • Extra Set of V-Belts. Only to be ordered as fan option sear to tekws t e sontrader of nrltractaal msportat ttt tar am;trot or dcrgtba at time fan is ordered. ram contract requireteeen. • Separate.120VAC Wiring Package for Make-Up Air Units. Option must be selected when mounting VFD In Stt6ari»alis prewire panel or with EMS package. Provides separate LACCEPTABLE REVISE,RESUBMIT 120VAC input to supply fan. This 120V signal must be run by electrician from EMS to mua switch. [_ACCEPTABLEAS NOTED EJECTED IXI NOT IIEVIEWED' Schedule calls for convenience outlet. Data 09/11/2013 g; Matthew REVIEW PROVIDED BY TENANT ARCHITECT(CTA) CONTRACTOR TO COORDINATE EQUIPMENT ELECTRICAL LOADS WITH DESIGN/WILD 01 ID/•AI ITD AI'T/1D 5 9/16' U 1/2" CURB CUTER WALL. ■ DISCHARGE OPENING . 1 — —..— — — — —-— ---I AIRFLOW 13 1/4' I • 3 7/6' FLEX CONDUIT FOR FIELD WIRING 86 1/2" t27 3/8' —1 32 1/8' • • 42 LAY rib LIFTING LUG a-----I1 AIRrLW DIRECT FIND MODULE ll + —SERVICE • AIRFLOW 3 4/1 b r 29 3/4r DISCONNECT LA 3/4' NPT ~� BL O\ERINOTOR. ACCESS IOOR _ 7 L3/16'« 1 • __ i_ 00 24' SERVICE 'CLEARANCE REG. 3 3/4' 0 0 —7-- 111111111111111111MINEMMIIIM= T 16 1/4?0. 16 1/4' 20' EQUIPMENT CURB . I'—' 21 —a1 �+ 71' -, 6 . ___ ,...____.„„.. ,.... ,„.„.„..„... :-..r...it,----;-_—_,a-s,--. --;_74_,4...-.j,- -- w ounn CONDENSER DIMENSIONS k_ 1+ End Views Single Row of Fans Do • -• • : • Pas.a3 r 88.0 42-431 55.0 f 1 IMINIIMINI 49.13 f • ! i;:-- - - - .i ae.•- 1I 1 575 DIA.5IT0. , 5 DIA.MTG. IDLES TYP. 35.00 50.50 •'1. - 4 Side Views 73 180 QAIR FLOW FAIR FLOW i-- i 1x1 1 . - ,f -Ili I i �' 20.25 20.25 1 x 3 53 53 53 53 x 3 59 165 127 •233 LAIR FLOW 1 x 2 AIR FLOW 2X2 �• - t ' Ni 1X4 20.25 20.25 2 x 4 105 106 • .. 106 112 , 218 RAC AIR FLOW _ ,,l 0 1 3 ■ j 1:1 ` 'I 1 I ' II 1x5 2025 2x5 53 I 53 53 53 1- 53 339 X15 AIR FLO 1� � -�; ,I ' 1x6 f t 2 x 6 2025 lr II 53 53 53 53 53 53 324 392- AIR FLOW 1x7 1 20.25 2x7 1 53 53 53 I T 53 53 53 53 377 23 CP c^e de CO CO i 4, • : 1 . . • i : ■ . ' li ' 9 ' ` •• ■ 2 . i ti till77177.119111 VAifirkilliLlarITT--'.---.- 1 ci.....,litI,., ,-• '3•,...ririailL.L. ",,,, •,..., '.....% '..:::I■4 . • -: la9._ s s, 11 ._ • , i .,,.... I LTCP• nfilr'•`-•'`.G:r"-----*F-- 's . ::: .fi li'7.1 7k:7 < ...,„,....., . . , .. . . .• .,...„,,....,„:„..... ii ; I I 1 . . . : 4,11.1.141% tE 4ISi; W 1.1.1 CC nror ALIP it' • I. ....I 1 fll.:0)11.1.1111.110111114 1.12E1111.131i1110.1. (..1 LT- em roam -0 oi, . ■ I. II• 4-----------____4. 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I ' N ,ii.. i \I \/ \ \s •/--,.,'t;"----- ! f a POVAFri f, I I Al\ A \A i f i i 14! ti4I1F11.,. 2 t: I 5. .•-r;RT :, : ,jur, 2 , I ,... , • fIT ,i - "F: I N / i - ,,,ia k 1 ' / i r I i ! ----------------*-7; ' 11311 - WHOLE FOODS MARKET—GREENWAY .,,-,0.• -i 1 ;s. 100%CONSTRUCTION ;i0.) 12220 SW SCHOLLS FERRY ROAD lth I-= DOCUMENTS TIGARD,OR 97223 , I C ROC.10.CIA‘PACK /77.7.1 net.0.91C:' DT(1.11C19041. 31.4,11a.. ....l,MR, ran.10111{000 KEW .IltCaq ANY 1,PACII ../.--C.C.•19..0•0‘. ma,ranairrylra aL.411... / - 00.11....910 0. MONT,NT Kw • ' • _,_ '• ' ."---...•......a.ran sa.ae s, .. A.,.. Wan%ase•maraaalt ro .......744.•-a•:/) •,„„--mat,..taltacom 40:a....• A '....".--'. -'=' laaa■j ' 1 C.AaCaNAA It UN 1..19.1..TO 1`..---.•■•......11•9019.....• 51,..fta MOCK 900.CA:MIS aacasaa a•ra ac am>...a.—A/•,„:- .........,) . '' ' ' ....''---•••A__ 1 Er Roo= eaanr.c.......e. II an 1734-A9059....C.:AP-urn--,1 . , ,.:,. „ _ ,.., ; .. '''NA/ 2 V 4 2 r.%,....„------ .. . I I _crrA,. ........ rir I SCP1Vela 13C.Cla ' _ PUCK*0994 . 1 I laA •4 9ae.alma ra.190,014.99.0 nwaracac.••■••••4 to .4 n'ita WOW ar_sta.lal caan ca.a.raa ao0.0.1.cgrs 0'. ......;.„...__.„.a. ......-'—'''...,s,.............e- Gr t■fle YR 1 ROOF CURB DETAIL NOT TO[CALE 2 PACKAGED ROOFTOP UNIT Na,TO SCALE . . ' . . r • 9