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Specifications (6) • CITY OP TIGARD REVIEWED FOR CODE COMPLIANCE MCDONALDS #11502 APPS t OTC: i j HVAC REPLACEMENT permits r —4‘ 9 A2_ M drawl e .► '' gam:':__-_ - r 12388 SW SCROLLS FERRY RD Suite#t PORTLAND,OR 97232 8 -��r�ari►��l Drat iaA .; Y� Mow 4 OFFICE COPY STRUCTURAL CALCULATIONS VLMK Project Number:20160226 Reitmeier Mechanical 19570 SW 90th Court Tualatin, OR 97062 4,0CT . j 0 ZA5 ', Il i ..., I N c 5; 359P\fra* 16 OREGON c, (/ •9� 15, `2-()c)9SON c. 5 P\\" EXPIRES: 6/30/2016 _ vLmic " Prepared By: Jason Sahlin PE,SE If MayIZ,20Ib ENGINEERING + DESIGN 9 ' Structural Calculations:MCDONALDS#11502-HVAC DC•1 Project: MCDONALDS #11502 - HVAC Project Number: 20160226 Project Address: 12388 SW SCHOLLS FERRY RD Document; Structural Calculations for c ,n,friiitii.44pria 97232 Building Permit I l vv'iqA. TABLE OF CONTENTS 1 tj x tip 1K Design Outline anciCriteria iltcbidt DC-1 thru DC-2 033,1 Building PIinZ4'S'ftG'Zfirirtrb Adapterjttail S-0 thru S-1 Structural Calculations C-1 thru C-8 Reference Information a. * R-1 thru R-5 DESCRIPTION OF PROJECT The 'MCDONALDS #1 1502' project consists of the replacement of an HVAC roof top units (RTU). The unit will sit on an existing curb with adapter curb. The existing RTU weighing 14701bs will be replaced with a new unit weighing 2527lbs to include adapter curb. Visual inspections of the current conditions were performed to verify the structural system. The scope of this calculation was to review gravity loads to the existing framing and design the attachment of the new units to resist wind and seismic forces. GNAcad2016\20160226*140160226 DC.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com . G 1 1 it . oik ,..... .„ . : i !Ink 411 , , . r, 2 1 t ::, Iiiiiii, 4 ii 14 r '1' fl!e ,,,,,,,,..„...,:,,,c.,,,, g f i .1 , law 1 • 444 *... '•I •Its,41',.'....:'k'M Ni G) . , 0 lb litho t0 CoOe ( X > (73 M mC3 � mX � mX ODLx1 — �' omot� mm0m � `� cniz r O m . D G7 m � CmC C7• r t ►',, o c m= zm —I D- m � z mno - HCH —i0 AO OINOMMiliomaao — Dr • gt _ 3 s# fi —1Ask E } .66 .0".` ¥ Spa i „,,,r. # �e rill Structural Calculations:MCDONALDS#11502-HVAC DC-2 CODES 2014 Oregon Structural Specialty Code (Based on the 2012 International Building Code) DESIGN LOADS live Loads Snow Load 25 psf Dead Loads Roof Structure Dead Load 15 psf New HVAC RTU 2202 lbs Existing HVAC RTU to remain 750 lbs Wind Basic Wind Speed (3-second gust) 120 mph Wind Importance Factor, lW 1.0 Occupancy Category II Wind Exposure B Seismic Seismic Importance Factor, Ie 1 .0 Risk Category II Mapped Spectral Response Accelerations SS = 0.968 Si = 0.424 Site Class D Spectral Response Coefficients Sds = 0.718 Sdl = 0.445 Seismic Design Category D Component Anchorage Factors aP RP IP Hanging HVAC Equip 2.5 6.0 1.0 GNAcad2016\20160226\CalcN0160226 DC.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH(4)#10 x 112' TEK SCREWS r • SECURE ANCHOR TO CURB WITH(4)#10 x 1/2"TEK 9 SCREWS,TYPICAL 16 GAUGE STEEL'CANFAB' HVAC UNIT ADAPTER CURB OR EQUAL ANCHOR,(4) TOTAL,(1)EACH CORNER ON LONG SIDES OF UNIT SECURE HVAC UNIT ADAPTER CURB TO EXISTING CURB WITH MINIMUM (4)#10 x 1/2"TEK SCREWS EACH CORNER AND AT 12"O.C.AT SIDES, r-- TYPICAL EXISTING UNIT j rr MOUNTING CURB (APPROX 14"HEIGHT) EXISTING METAL DECK �' = EXISTING ROOFING 1 -- /'. NM: VERIFY THAT EXISTING CURB IS FASTENED TO T EXISTING SUPPORT FRAMING WITH A#14 SCREW METAL DECKG HIH BLOCKING U MINIMUM AT EACH CORNER AND AT 24"O.C., METAL HIGH FLUTE EACH SIDE.IF ANCHORAGE DOES NOT EXIST, EXISTING FRAMING PROVIDE SIMPSON'LTP4'OR'A35'CLIPS AT PER PLAN EACH CORNER AND AT 48"O.C.EACH SIDE FROM THE INSIDE OF THE CURB TO THE EXISTING ROOF FRAMING 410 HVAC CURB DETAIL 1 112"-1'-0" ,, V_l A,� y ,�c� tco V L M K Project: �"V9c r�,i��-�.1,.+ Job By �(�S Date:(�I Sheet# r ENGINEERING r DESIGN 4 i,5g} . l i l i l 1 i I 1 1 : t 1 I + (r i i ; f i [--:- ; ! I ! 1 9 { i 1 i-.1_1___LL 1 1 1 1 ' ',-t,-1_11_ - -- i-� -� S # I r_ -j i i' i ,1,-- I i i t i 1 I i 1 ' 1 ? t _,1 i 1 t 1 { ' 1 1 -I-1- 1 1 _ , - ,--• 1 -H 1 . -•,-1 i i 1111 „ ! ..'-,—I11i s 4 .3,.,I • 'ii: � '_�' ._ _- ' ; ? I 1 1 t ii _-1 _4_' i 1 �_ I.iI 1 -L _ -!-' ' - - 1 i f I 1 j i ( t { ! ! --t (I� i ���� �� f {�-+�1��t� ' I _�_ ....v.-.1-4--1---H.1-- _ .� .;_...__..f.-.,._.... 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( I -t,4411441100 :-- . �{�1 t I —r , 1 ! 1 1 '� ; I {-i-- 1 ; I i i a 1 s '; 1 - I -<-.-j_1__l. _.__7_ C._T_j j 1 I I s s _� i i I _,�;-_T 1 { 1� i.;i.-._1______. i__�...t._I-.-.._i.._.t..._`_._,._; _1_--1--i-, I i -----T-1'---1-H--1-1---"ii - , s I I i i i I I I i J----_-- ;..2.t.. _i. i 1_ 1_. ._ _i._n_H---T-i1 -i i. - _I �aT q11 -3 _ i 11 1 1 1-1 t I 1 ! € , i 1-i---111-1---1..._ ,..I,..#_ i i i i� i i ; _1 - I i 1 i t "( 1 3933 SW Kelly Avenue Portland,OR 97239 tel:501222.4453 fax:503.248.9263 www.vlmk.com Title Block Line 1 Project Title:, MCAS 1..}V0L 11 S(IL. , You can change this area Engineer: ,, Project ID: 1�7Q j using the"Settings'menu item Project Descr: ''`-Y and then using the"Printing& n Title Block'selection. Q L Title Block Line 6 Printed.12 WV 2015,12.27PM General Beam Analysis File=g:lAcad20161201602261CalcslMK85LO-R.Ec6 ENERCALC,INC.1983-2016,Build:6:16.4.15,Ver.6.16.4.15 tic.#.'KW.06002728 Licensee:1✓U K`CONSULTtNG ENGINEERS Description: CHECK EXISTING 28k JOIST WITH NEW REPLACEMENT UNIT AND ADAPT CURB - General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 42.0 ft Area= 10.0 in"2 Moment of Inertia = 100.0 in^4 . DCO. 75 I amo5)sm.1) Do 238) V 1.7 V i 'i V X Span.'42.0 h cV . Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.060, S=0.10 klft, Tributary Width=1.0 ft,(DL+SL) Point Load: D=0.3750 k(x,10,0 ft,(EXIST UNIT DL) Point Load: D=1.338 k{a),25.0 ft,(NEW UNIT DL) DESIGN SUMMARY Maximum Bending= 49.167 k-ft Maximum Shear=-__ _______________4.246 k Load Combination +D+S+y Load Combination +D+S-1 Location of maximum on span 23.730ft Location of maximum on span 42.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 2.434 in 207 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 5.300 in 95 Max Upward Total Deflection 0.000 in 0 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx MnxlOmega Cb Rm Va Max Vnx VnxlOmega Overall MAXimum Envelope Dsgn.L= 42.00 ft 1 49.17 49.17 4.25 +D+H Dsgn.L= 42.00 ft 1 27.81 27.81 2.15 +D+L+H Dsgn.L= 42.00 ft 1 27.81 27.81 2.15 -1D+Lr+H Dsgn.L= 42.00 ft 1 27.81 27.81 2.15 +D+S+H Dsgn.L= 42.00 ft 1 49.17 49.17 4.25 4O+0.750Lr+0.750L-H . Dsgn.L= 42.00 ft 1 27,81 27.81 2.15 +D+0.750L+0.750S+H Dsgn.L= 42.00 ft 1 43.77 43.77 3.72 +D+0.60W+H Dsgn.L= 42.00 ft 1 27.81 27.81 2.15 +D+0,70E+H Dsgn.L= 42.00 ft 1 27.81 27.81 2.15 +D+0.750Lr+0.750L+0.450W+H Dsgn.L= 42.00 ft 1 27.81 27.81 2.15 +D+0.750L+0.750S+0.450W+H Dsgn.L= 42.00 ft 1 43.77 43.77 3.72 +D+0.750L+0.750 S+0.5250 E+H Dsgn.L= 42.00 ft 1 43.77 43.77 3.72 +0.60D+0.60W+0.60H Dsgn.L= 42.00 ft 1 16.68 16.68 1.29 +0.60D+0.70E+0.60H Dsgn.L= 42,00 ft 1 16.68 16.68 1.29 Overall Maximum Deflections Load Combination Span Max.'"Defl Location In Span Load Combination Max.'+"Deft Location in Span *0+5+H 1 5.3003 21.210 0.0000 0.000 Title Block Line 1 Project Title:'vic, 3,\w.> kN,,I.7 5 L You can change this area En9meer:,)L.4 Project ID:2016021-c, using the"Settings"menu item Prosect Descr: nn and then using the"Printing& Title Block"selection. Title Block Line 6 Printed:12,MAY.2016,1227PM FlIe=9:1Acad2016\201602261CaksVMK85L0-R EC6 General Beam Analysis ENERCALC,INC.1983-2016,Build:6.16.4AVer,6.184.15 .ic.#:KWr060D2726 Licensee:VLlIK CONSULTING ENGINEERS Description: CHECK EXISTING 28k JOIST WITH NEW REPLACEMENT UNIT AND ADAPT CURB ' Vertical ReaCReactionsSupport notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 4.187 4.246 Overall MINimum 1.252 1287 +D+H 2.087 2,146 +D+L+}i 2.087 2.146 +D+Lr+H 2.087 2.146 +D+S+H 4.187 4.246 +D+0.750Lr+0.750L+H 2.087 2.146 +D+0.750L+0.750S+H 3.662 3.721 +D+0.60W+H 2.087 2.146 +D+0.70E+H 2.087 2.146 +0+0.750Lr+0.750L+0.450W+H 2.087 2.146 +0+0.750L+0.750S+0.450W+H 3.662 3.721 +D+0.750L+0.750S+0.5250E+11 3.662 3.721 +0.600+0.60W+0.60H 1.252 1.287 +0.60D+0.70E+0.60H 1.252 1.287 D Only 2.087 2.146 Lr Only L Only S Only 2.100 2.100 W Only E Only H Only Title Block Line 1 Project Title:,/ .,fpr,(, ) I..1i1OL,Ar I 1 SOL. You can change this area EngineerJc.S Project ID:LA[UI-tic using the"Settings"menu item Project Descr: and then using the"Printing& 0,-4 Title Block'selection. �i Title Block Line 6 Pn,+ed:12 MAY 2016,1c27PM General Beam Analysis File-sv d2a16\2ol6a22sicalcs1MK85LO-R.EC6 ENERCALC,INC.1983-2016,Buitl S:1S:4.15,Ver.6.16.4.16 Lic.#:KW-06042 28 _ icensee: 7 •` UL 1.. Description: CHECK EXISTING 28k 301ST WITH EXISTING UNITS - General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 42.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 in^4 0(0,375) 0(0.06)5(0.1) x(0.81) + i7 Te _ V j span=42.0 ft X Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.060, S=0.10 k/ft, Tributary Width=1.0 ft,(DL+SL) Point Load: D=0.3750 k(a)10.0 ft,(EXIST UNIT DL) Point Load: D=0.810 k p 25.0 ft,(NEW UNIT DL) DESIGN SUMMARY Maximum Bending , =._._ ' 44.218 k-ft Maximum Shear= 3.974 k Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 22.470ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 j Maximum Deflection Max Downward Transient Deflection 2.434 in 207 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 4.836 in 104 L Max Upward Total Deflection 0.000 in 0 MaximumForces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn.L= 42.00 ft 1 44.22 44.22 3.97 +0+31 Dsgn.L= 42.00 ft 1 22.46 22.46 1.87 +•D+L+H Dsgn.L= 42.00 ft 1 22.46 22.46 1.87 +D+Lr+H Dsgn.L= 42.00 ft 1 22.46 22.46 1.87 +D+S+H Dsgn.L= 42.00 ft 1 44.22 44.22 3.97 +D+0.750Lr+0.750L++1 Dsgn.L= 42.00 ft 1 22.46 22.46 1.87 +D+0.750L+0.750S+H Dsgn.L= 42.00 ft 1 38.74 38.74 3.45 +D+0.60W+H Dsgn.L= 42.00 ft 1 22.46 22.46 1.87 +D+0.70E+H - Dsgn.L= 42.00 ft 1 22.46 22.46 1.87 +D+0.75QLr+0.750L+0.450W+H Dsgn.L= 42.00 ft 1 22.46 22.46 1.87 +D+0.750L+0.750S+0.450W+H Dsgn.L= 42,00 ft 1 38.74 38.74 3,45 +0+0.750L+0.750S+0.5250E+H Dsgn.L= 42.00 ft 1 38.74 38.74 3.45 +O.60D+0.60W+0.60H Dsgn.L= 42.00ft 1 13.48 13.48 1.12 +0.60D+0.70E+0.60H Dsgn.L= 42.00 ft 1 13.48 13.48 1.12 Overall Maximum'Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Dell Location in Span +D+S+H 1 4.8359 21.210 0.0000 0.000 Title Block Line 1 Project Title f\PC,'J _;0"S po(, -I15Ot �R You can change this area Engineer:�l._. Project ID:L►1n22 using the"settings'menu item Project Descr: and then using the"Printing& Title Block"selection. Title Block Line 6 Pnr:lee:12 MAY 2016,12.27E r? File=gMcad201&1261602261CaIc51MK85LO-R.EC6 General Beam Analysis: ENERCALC:INC.1983-2016,Build:6.164.15,Ver:6.16.4.15 #:KW-06002725 Licensee VLMK CONSULTING ENGINEERS Description: CHECK EXISTING 28k JOIST WITH EXISTING UNITS Vertical Reactions Support notation:Far lett is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.974 3.931 Overall MINimum 1.124 1.099 +D+H 1.874 1.831 +D+L+H 1.874 1.831 +D+Lr+H 1.874 1.831 +D+S+H 3.974 3.931 +D+0.750Lr+0.750L+H 1.874 1.831 +0+0.750L+0.750S+H 3.449 3.406 +D+0.60W+H 1.874 1.831 +D+0.70E+1-1 1.874 1.831 +D+0.750Lr+0.750L+0.450W+H 1.874 1.831 +D+0.750L+0.750S+0.450W+11 3.449 3.406 +D+0.750L+0.750S+0.5250E+H 3.449 3.406 +0.60D+0.60W+0.60H 1.124 1.099 +0.60D+0.70E+0.60H 1.124 1.099 D Only 1.874 1.831 Lr Only L Only S Only 2.100 2.100 W Only E Only H Only • 1 VVLIVIK .ProjectMcDonalds HVAC Job 4:20160226 By: JCS Date: Apr 2016 Sheet It:(4.1 ENGINEERING•DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Mechanical Unit Anchorage Design BB,,ased on the 2012 International Building Code and ASCE 7-10 DESIGN INPUT Seismic Parameters: S05 .0: Z18 _g Design Spectral Response Acceleration x - • • - S2 ,:',,:.1:07. -:: Overstrength Factor [ASCE7 12.2-1 or 15.4-1] s cG 4 Ap 5 [ASCE7 13.5-1 or 13.6-1] - 0*cR Y RP .,..:._:0.1:::::, [ASCE7 135-1 or 13.6-1] Ycg Ip .2:141'i#.0:4: [ASCE7 13.1.3] • 2 • - z " 16 ft Attachment height from base of structure ` h i.:..,:,:;.:.q„ :: ft Average roof height of structure from base Xcg PLAN VIEW Wind Parameters: PHORzz !,:2::: 9'._.0 ::'.`psf Design Wind Pressure (psf), 1.0W PupuFr ,_Z31 $ .:'; psf Design Wind Pressure (psfj, 1.0W Mechanical Unit Parameters: Oce W _2527. lbs Total Weight Zcg X = !;'.-:::1;,?ii...03 in Base Dimension (max) Y84 0 iin Base Dimension (min) SIDE VIEW Z '54 0 .'in Height of Unit Zcurb [7:7W0 . ;`in Height of Curb, where occurs Load Combinations: Xcg .;;110 in Center of Gravity Seismic: Wind: Ycg = x 442„0_;;li in Center of Gravity (0.9-.2SDS)D + 52E 0.9D t 1.0W Zca 63.Q., in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.752E 0.60 + 0.6W _ ANALYSIS Base Shear: (Load applied to all (4) anchors/corners together) Seismic: 0,4a S W f F = p Ds ' 1+2-z = 907 lbs S 1.6SDSI W = 2903 lbs OK P RpIIp , h' . 0.3SasIFWP = 544 lbs OK Base Shear, c2V„E = 907 lbs Seismic, QE Wind: Vim = 2662 lbs Wind, 1.0W Vu,BASE = 2662 lbs Wind 1597 (ASD) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity = .5 . I Anchor: dx dx^2 dy dy^2 ex = 50.05 in ey = 2.1 in 1 11 121 42 1764 Mx-x = 45405 in-lbs M,,_„ = 1905 in-lbs 2 110 12100 42 1764 Y Direction X Direction 3 11 121 42 1764 V1,3 = 247 lbs V1,2 = 238 lbs 4 110 12100 42 1764 V2,4 = 431 lbs V3,4 = 238 lbs 24442 7056 Wind: V1,2,3,4 = 666 lbs Max Vu,ANCHOR = 666 lbs Wind 399 (ASD) Overturning/Uplift: (Load applied to each anchor/corner) eismic: Mot = 80740 lb-in Seismic, OE Net Tension: Tx* = 898 lbs Mres,x = 21026 lb-in Seismic, OE Ty* = 626 lbs , :7; y Mres,y = 80280 lb-in Seismic, SIE u, �,�ti, Wind: Mot = 106480 lb-in Wind, 1.0W Max T,,,ANCHOR* = 898 Ibs:` ' ,WInd_1 Mres,x = 25017 lb-in Wind, 1.0W = t -`. r 532 (ASD): '-�,E 1 Mres,y = 95521 lb-in Wind, 1.0W *Negative(-)values indicate there is no nttplif `r nnnn rug V.17.i...-...11.�-_1 an nannn -I, ran nnn IAr' x_.. ran nin nnrn .._.....LA..._. _1 V �w 0,—V L M K ProjecMc Donalds HVAC Job#: 20160266 By: JCS nate: APR 2016 sheet#: "") ENGINEERING•DESIGN v3.00•Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Wind Loads on Rooftop Structures and Equipment Based on the 2012 International Building Code and ASCE 7-10, 29.5.1 /-- TYPICAL SCREEN WALL st4 .1",- V, Fh '''...-N> �- f r,''''' „.416 •< '2 ." �J TYPICAL MECHANICAL UNIT '`-7, 44 Fh `,.� i -.'"-- ...„>>>" H r ,0Q,°G h DESIGN INPUT B =a 42 -ft Horizontal Dimension of Building Measured Normal to the Wind Direction h =' , _16N ft Mean Roof Height of Building (Eave Height if Roof Angle < 10 ) „_w Height =:„2::3..743:,:.,-. ft Height of Rooftop Structure or Equipment Width = ; 10.0.8x::; ft Width of Rooftop Structure or Equipment, Perpendicular to Wind Depth = _ :7 00.;... aft Depth of Rooftop Structure or Equipment, Parallel to Wind H = 23.3 ft Height to Top of Structure or Equipment V„lt = . i20 ;mph Ultimate Wind Speed 3-Second Gust [Figures 26.5-1A, B, & C] B',.;,..,, Exposure Category [Section 26.7. 1 zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 26.9- ] a = 7.0 3-Second Gust-Speed Power Law Exponent [Table 26.9- ] KZ = 0.701 Velocity Pressure Exposure Coefficient [Table 29.3- ] KZt =; . 1.00 Topographic Factor [Figure 26.8- ] Kd0.85 Wind Directionality Factor [Table 26.6-_] ANALYSIS q2 = 0.00256KZK=rKdV vtt2 [Equation 29.3-1] qZ = 22.0 psf Velocity Pressure at Ultimate Level GCr = 1.805 Horizontal: Force Increase & Gust Factor [Section 29.5.1] GCr = 1.447222 Vertical-Uplift: Force Increase & Gust Factor [Section 29.5.1] Af = 73.8864 sf Area of Structure Normal to the Wind Direction (Horizontal face) Ar = 70.56 sf Area of Structure Perpendicular to the Wind Direction (Vertical face) B*h = 672 sf Building Area Normal to the Wind Direction Fh = 9h(GCr)Af [Equation 29.5- ] 4 Fh = 2928 lbs Horizontal Design Wind Force (Ult., 1.0W) f�., r..,,-. Ph = 39.6 psf Horizontal Design Wind Pressure (Ult., 1.0W) 4,-P.,, ,' t 7 *--i;: F,, = gh(GC r)Ar [Equation'2915- ] F, = 2242 lbs Vertical (Uplift) Design Wind Forceit (Ult., 1.0W) ``• #`j' „} ^ � p„ = 31.8 psf Vertical (Uplift) Design Wind Pressure (Ult., 1.0W) `�v onoo Ciel V,.11.,t,—,,.,o.,.41„».1 no 07"r)0 +..i.Eno n'ry AACI t,,...CnI IAO 01(0 ..,,.,,.,,a..,u,..,,. Y1LLLu10 uesign maps Surrrnaryrceport • arit.LiritsGsDesign Maps Summary Report User-Specified Input Report Title McDonalds Thu May 12, 2016 21:28:17 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available In 2008) Site Coordinates 45.4432°N, 122.8038°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III x5f�°'rc .":. tyv . w..'c.M zi,. . + v4a _z .+ C�... .„,* rai UiF. ucY , - � x. .rc Y�myga-si- xxr 1 b'' ar , � � x. #te4,.,`,, `rr ; ' i ..s .. ,$ sA -ay � : �r ^ r isii - i rgt' s . i u1 - 4- �' X .y �4�+h���! �.k� A.�Z ..l 'I -a:,,44..•tt"'.°....w= : `z.' t- v 4 ti .r'��..�t. pyo 1 ^^ r.u� s p .. �r x s .?t' s fit 1. >t _'y, sc 'y tfs�,t W 9,., i: ri L ��Y sir ' it 1 1B-.r a r n. . � ' :... igi I o!e 0,70;:'",„"117�3ipi� -rix Sar ,h. c-...w. �?' ..��:. i r ..v., .3� .i,,, ill ............................................... '�`r e t 4n s 3' s1i6cr - f s, 1 - ... r: ri a4, Sf J 3 {ti,�y 'T'`Ai!"'^ .! - ! Y t t 3Yf Y t, % -J..,.y L.....' r' 110,-. 4'.�I y-^t Tl 1 F 1 t i t illi, i 3..,' � .+ .. x k= &1,- * x�.a s`'' x pp $ r r °eiS (F'gpSt r ---� ..x F i i r .. �. c :.4: Lii. i '"Zrrr _..c_.7 4..e..r ^ ,0- lirl �'-- r 1. .^,:it r rrt �qf , y Ln i : c��..._..... ,. y AG ' z I arc r'S +� .e,.,+1iar '3." - -A t y s ax .@ 3 �^ ui�»v¢ii i..�..���s r �g��'L�'. i:- 7>�,,:�f r.r ,�,� �".� a.,�i� � �� "fl,�tr � 3 ff' a?2 t y°J..!"'4 'i s'S"'� }^ ,i u.is° x r. 3/49± r -f" '13 r = `..' ^-2 x4 . Ys" t ri e'� ,L1.:,....r.c '-7 �r r {{y`�° r xi tx ,, q"4 "`q, -'i .}.y � � Y iit: 3,1"'.... s''''. ..sa r t h bg"t ,,!;;;!,,F.',?!.----F:.........�... mss. h x� .. '+� ... - :� t)ii �r t ,,4 ri xi. �1 iµ' i Y ▪ d '� `7" `^`i�f. e b-"' y5 a 14--SEC t ii t : 9~q -- t r{' ;ix a i . ✓l�ai~a� rj at -c- r r' iT.r 6.,-....T .,,,,,,,, ,• -..-. Sao i, 't'� te S di�- i • drier t'G .a m-. k ^, 74 dl 4 4_40,15,.,i.,44*,'y g r yiz s ,R.------::wire ,' ,... m> ,. Ym r iiiit�llir*Ar ' Y ,.x zi g ,hr �. £ <' < rr r, .r __,im .a..:. .,. li x!,.sir ii6t �w.°i ; ;r :,...- .^ '� : 'a iy.. a: ,,,, 4....,......---...: 12tH.;.t.,. t �.: --- 1it,..:,tea • au,rArvra .... .., u.^, Ste'........... .. �, .r� ` :. USGS-Provided Output Ss = 0.968g SMS = 1.077g S05 = 0.718g S1 = 0.424 g Su, = 0.668 g Sal = 0.445 g • For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MACER Response Spectrum Design Response Spectrum • 1.10 0.72 0.55 0.64 0.22 0.77i. - 0,56 0.42 �., at $ o.65 1110.55 ' ID 0.40 l DI LA 0.32 0.44 0.33 0.24 0.22 0,16 0.11 0.02 • 0.00 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00 Period, T(sec) Period.T(sec) For PGAM, TL, C,Ls, and C, values, please view the detailed report. • http://ehp2-earthq uale wr.usg s.govfdesig rureps/usisummaryphp?template=minimal&latitude=46.4432&long nude=-122.80388slteclass=3&rislcateg orr08,editin.. 1/2 McD-11502 Tigard OR February 04,2016 Unit Dimensions- Packaged Gas!Electric Rooftop Units 1' r Item: Al Qty: 1 Tag(s): 12 1/2 Ton 4E. kt Z-' 1 ÷11111111111111111'. CONNECTION PIPE SIZE 1!2" T'HE-BASE GAS AND ELECTRICAL IS NOT STANDARD LL UNITS.(SELECTED OPTION:SEE ACCESSORY SHEET) Y WEIGHT,CONNECTION,AND ALL DIMENSION WITH ALLER DOCUMENTS BEFORE INSTALLATION 54" ti\11 0 ,/ i� DOWNFLOWAIN C CONDENSATE III` �� / DRAIN CONN 1"NPT '1, R 01- ....- 64 11/16 GAS CONNECTION(SEE NOTE 1) �, , t4L 12111116" 32 11/16^ " 718'DIA.HOLE {UNIT CONTROL WIRE) 84 3/16 2 11!16" 2"DIA.HOLE (UNIT POWER WIRE) PACKAGED GAS/ELECTRIC-DOWNFLOW ISOMETRIC DRAWING 4 1/4" 0,-.c.......19 15/16" Kms-28 3/4" G--.1 26 7/16"-� V r` ---i r--_1 4 114" , iftli SUPPLY N.".�"d/ RETURN 68 1'/16" 76 5116" 1. ■j(t((rt*G\�a tial` =1 L.-- __J 0 m PACKAGED GAS/ELECTRIC-DOW NFLOW PLAN VIEW DRAWING FLO=Furnished by Trane U.S.Inc.I Installed by Equipment Submittal Page 9 of 16 Others MCl/-11502 Tigard OR February 04,2016 Weight, Clearance & Rigging Diagram -Packaged Gas/Electric Rooftop Units Item:Al Qty: l Tag(s): 12 1/2 Ton k-'1 2 2 INSTALLED OPTIONS NET WEIGHT DATA Accessory Accessory Economizer 80.01b Motorized Outside Air Damper C) Manual Outside air Damper \` Oversized Motor ,. High Static Drive i • k , 1) , - 8 i {0 2 In NOTE: .,-., 1. INSTALLING CONTRACTORMAUNSTDVuENRITIF.Y DIMENSIONS PRIOR TO SETTING ADAPTER 2. THIS SHEET MUST SHIP WITH ADAPTER. ,. .. . z X.401:1301.fittif., w,.::iiiiiiilli 11 .1.ali 11 I q.--z::1;•-..::--,, N, / \ /7 E.,0' -.=,,,,,..,.-,:ii... . N,,,,, , ---;41,,P;poillymtiggemE:,:„.477....if n.i",,,,,Ita r,- ..„op ,-.4_,,,, ,..,..7.„ \ --7:7- , \ ,\\, .1-1 i 4. / , . -_.'"`•z:: :'.:'- -'74-.7. .,,7-ic.,-,1;7 4:,(5:1:':7:4-100,1 •611 I *g--.11,11 .-,-;,r,.-mu,.:--"..i ,,,,..„ I.43 z ''''',Z. .-',.''cZ1... '4 ,.... NI. '''' ,,,f,,!.1•19, ,,.."E ' •-.-1:,X CO ,a.. = /\ \ '''.',N...--...4 •,;....,4 ,....104 .11.,/, 01:.0' e -5. ifi \ • ,,,,,. ,,,IIIIP.T.:Ai."-- .,,,,-, , -•-,..,;,.. .. I. i \\\_\ \„ N.,,, , .. 13 • r 1 1 6 - ,. 7 1 1 80 / 85" (j. tu ;„---r .... ic\.. 2 " ,s ..t, 21 .., 5„ .1 I- 64-8 E z P. 1 es, 3. ii ... P 1-, 947-3- c).c u.0 N ill 1 r•1 5... ,-. 1051— . , C3' 2 2 - 4 530.18-N10Y 01-i`9 95 90 95 100 105 110 129.51 1321 1151 1311 140.51 115.51 O' 1" CONTROL CONTROL POINT CURVE [APPROX.AT 59% s° JI44 , AT 50%RNA 70}231e 7011 C 67 i19t Sp \ 135 �1r .7e 11N ,,,, O ��� RELATIVE' 0.4‘332O �'ry HUMIDITY 4P 4 Q ey�,SJ tib 1211lip r1 ` 4 if, .1„. sr tib �v? ,' 65, A� 41,,,,4 112.5) ph, Nt A 44 ' *kW gilt 55 , �, .. 1,71 B � 4) 4..,411,10...r/�• SO � ,; 5 ,IIP I 04 45 1101 jk lip/A Ah. i71 4 A)P 1L(5.51 5/`ilirOP'� 4,1 �, N P* 0,,, !� Vio :.••�► �;,,41Wri.-.A VI '� , 111, FaZilljakill 6.. liAL, II 35 40 4S 50 55 60 65 7 75 90 95 90 95 100 105 11.51 15.51 ('I 1161 1131 115.51 111,51 1111 1141 115.51 (29-5) 1371 1351 1911 146.51 DRY BULB TEMPERATURE(APPROXIMATE(-FAHRENNEIT(CELSIUS} RG. 9- ENTHALPY SETPOINT ADJUSTMENT �t 1 \ W1- = 1 +I 4 ID* >= TABLE 4- PHYSICAL DATA -.7_, 1 MODEL DCO W IGHTS LB 090 102 120 150 7-1/2 Ton 1100 EVAPORATOR CENTRIFUGAL BLOWER(Dia.x Wd.in.) 12 x 12 12 x 12 15 X 12 15 x 12 8-1/2 Ton 1125 BLOWER FAN MOTOR HP(STANDARD) 2 2 2 3 BASIC UNIT 10 Tore -01 FAN MOTOR HP(ALTERNATE) - 3 3 5 12-1/2 Ton 11470 EVAPORATOR ROWS DEEP 4 4 4 4 ACCESSORIES FINS PERINCH COIL 15 15 15 15 Economizer 77 FACE AREA(So.Ft.) 7.8 9.1 10.9 13.4 Motorized OUTDOOR PROPELLER DIA.lin. ) 24 ea. 24 ea. 24 ea. 24 ea. Outdoor Air 75 FAN FAN MOTOR HP 1/2 ea. 1/2 ea. 1/2 ea. 3/4 ea. Damier * (Two Per Unit) NOM.CFM TOTAL 2900 ea. 3200 e.. 3600 ea. 4400 ea. Roof Ma ntin. rb 15 CONDENSER ROWS DEEP 2 2 2 2 COIL FINS PER INCH 13 13 13 13 FACE AREA(S0.Ft.) 16.7 20.0 24 0 29.3 AIR QUANTITY PER UNIT(12"X 24"X 2") 2 2 - FILTERS QUANTITY PER UNIT(16"X 24"X 2") 2 2 2 3 (SEE NOTE) QUANTITY PER UNIT(18"X 24"X 2") - - 2 2 TQTA FACE AREA sa.ft) 93 9.3 11.3 14.0 CHARGE REFRIGERANT 22 SYSTEM NO.1 6/8 7/4 8/0 10/4 (Ibs./oz.) SYSTEM NO.2 618 7/11 8/12 10/8 NOTE: Filter racks are adapted for 1"or 2`thick filters. 8 Unitary Products Group OL- — 530.18-N10Y von-AIR ACCESS RETURN AIR GLOWER OUTLET ROOD ACCESS FIELD-SUPPLIED CO(A) ACCESS Mos Drent'X') LCCAT1 N .8wrrcN ENT WIRING -� --1-"----' ._._ :,;, fl SUP PLY AIR - 1tOCAt7dN � %A/� ' t �' , !' c-DENSER ysY'-w-'-, CONDENSER AIR 7ra �.�-ter --~� -_ (090it02j "\„�*” r--'\ OUTDOOR AIR o7aj .01 L._ ' {Economizer) 47418 •'\ '`, '.�-'�/'s1 (150) 1/ ' COMBUSTION Y AIR All dimensions are in incites.They are subject ` ,�` tag 7-Y4 � � INLET #o change without notice. Certified dimensions BITER ACCESS =t;,; \ 7 ' will be provided upon request. 1 - \ rl r ACCESS o+D oRAiNPVC "c�oNN.POWER meow \ ,i 52-,n%54 (C) 1 UTILITIES ENTRY DATA (8w Nue*Vito(beattoe) Ti L� /- MS supply OPENING ca.+ • location) ENtAY HOLE SIZE USED FOR ANDBarRETURN AIR CCESs CCOTROL BDx ays (DIA.) AND RETURN SPENNNos 3/4"KO Control Side (SEE NOTE) 'tj y� A s,,,, i 7/8"KO Wiring Bottom* > Power Wiring / ,�17 FRONT viEW B 2"KO (Side or Bottom)* r Se / 2 - z1 tsars • ••'' C 2"KO Gas Piping(Front) s'\/>,/- (D) I GAS/ELEC (ENTRYSUPPLY Q 1-11/16"KO Gas Piping(Bottom)* _ U N ITS j 4 •,/,AY4 // *Openings in the bottom at the unit can be located by the slice in the //// S, insulation. (A) l/ UNIT BASE WITH RAILS CONTROL WIRING • `Z 7-Va Shown separately to Rostrata Y52-tn bottan duet openings,paver and (B) � �'�' �, gas piping connection locat'nna. POKER WIRING - 13-1/6 NOT S For curb-mounted units, ENTRY rater to the duct hanger dimensions 7-L4 of the curb for the proper eine of the supply and return air duct connections. OUTDOOR AIR HOOD i 3/4"CONDENSATE DUCT COVERS Units are shipped with all air duct DRAIN ,(B)PoAwER wlwNG� (Must be tripped)) EK openings covered. 1 For side duct applications; 27' 1.Remove and discard the supply and return air duct 1----29.6/6" I covers. 2.Connect ductwork to duct flanges on the rear of the �[�� - '- • Q i unit. _i__ i ___ _+,-"".T — — 3112"p }t For tuts=duct applications; 410.5f8MJ — .+11 ...t 4112 1.Remove the side supply and return air duct covers to 3-3x4" • �_2e* • _ .._. .. --, 71" --— - gain access to the bottom supply and return air duct covers. DETAIL"Y" (UNIT WITH ECONOMIZER RAIN HOOD)2.Remove and discard the bottom duct covers. 3,Replace the side duct covers. CLEARANCES Front 24" EVAPORATOR Back 12"(Less Economizer) COIL 36"(With Economizer) Left Side(Filter Access) 24"(Less Economizer) �,,�° 54"{With Economizer) 7,..'"......41111010W - ,— -- ---r°"� Right Side(Cond.Coil) 24" - - `� / Below Unit1 0" , , I 24-118 72"with 36"maximum ``r ;) 'II; .......- r%11 1-1 I Above Unit2 Horizontal Overhang l;i 41,�,4.it�, l tiv� ; -_ (For Condenser Air Discharge) i ,:.,It�t �t1 .1t4 i Locate unit so that the vent air outlet hood is at least: i#p►i,� +� Y� O I +Three(3)feet above any forced air inlet located within 10 horizontal feet(excluding 1 ' $1 I .. // �* those Integral to the unit). I!.`�. ' ;� ', t'. ,,-2.518 *Four(4)feet below,4 horizontal feet from,or 1 foot above any door or gravity air inlet LI , I y� 11. into the beetling. / 22•118 Four(4)feet from electric meters,gas malars,regulators and relief equipment. 1.,.,'-:;,;,.Nj / '1 2313, 2Units(applicable in U.S.A.only)may be installed on combustible floors made from N.` `� i / wood or class A B w C coat covering material. COA(PFlE3S0R �., +\ 4-, J 8 a Units must be installed outdoors.Overhanging structures or shrubs should not obstruct the condenser air discharge outlet. ACCESS 11/ /1T REAR VIEW NOTE:Al'clearance must be provided between any combustible material and the CONDENSER • supply air ductwork for a distance of 3 feet from the unit, COIL • The products of combustion must not be allowed to accumulate within a confined space and recirculate. FIG. 10 - DIMENSIONS &CLEARANCES-7-1/2-12-1/2 TON 9 Unitary Products Group TRINE® Submittal Prepared For: Date: February 04, 2016 All Bidders Customer P.O. Number: Customer Project Number: Job Number: Job Name: McD- 11502 Tigard OR Trane U.S. Inc. is pleased to provide the enclosed submittal for your review and approval. Product Summary Qty Product 1 Packaged Gas/Electric Rooftop Units The attached information describes the equipment we propose to furnish for this project,and is submitted for your approval. Lauri Frankowski Trane 7100 South Madison Street Willowbrook, IL 60527-5505 Phone: (630) 734-3200 Cell: (630)400-4285 Fax: (630) 323-9040 J:IJOBSI1175120434212IMcD- 11502 Tigard OR Submittal.doc Table Of Contents Product Summary 1 Packaged Gas/Electric Rooftop Units (Item Al) 3 Tag Data 3 Product Data 4 Performance Data 4 Mechanical Specifications 6 Unit Dimensions 9 Weight, Clearance& Rigging Diagram 11 Accessory 14 McD-11502 Tigard OR February 04,2016 Tag Data - Packaged Gas/Electric Rooftop Units (Qty: 1) Item Tag(s) Qty Description Model Number Al 12 1/2 Ton 1 12 1/2 Ton Packaged Unitary YHD150G3RHA--H0C0A2A000000000000000 Gas/Elec 00000 FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 3 of 16 Others McD-11502 Tigard OR February 04,2016 Product Data- Packaged Gas/Electric Rooftop Units Item: Al Qty: 1 Tag(s): 12 1/2 Ton Gas/Electric High efficiency Downflow 12.5 Ton 208-230/60/3 Reliatel Gas Heat- High Economizer Comparative Enthalpy 0-100% with Barometric Relief Hinged panels/2" Pleated Filters Mery 8 Through the base electric Unit Mounted Circuit Breaker Unpowered convenience outlet Year 6-10 heat exchanger warranty Performance Data- Packaged Gas/Electric Rooftop Units Tags 12 1/2 Ton Design Airflow(cfm) 5000 Cooling Entering Dry Bulb (F) 80.00 Cooling Entering Wet Bulb (F) 67.00 Ent Air Rel Humidity(%) 51.08 Ambient Temp (F) 95.00 Cooling Leaving Unit DB (F) 59.80 Cooling Leaving Unit WB (F) 57.92 Gross Total Capacity (MBh) 152.39 Gross Sensible Capacity(MBh) 119.70 Gross Latent Capacity(MBh) 32.69 Net Total Capacity(MBh) 143.66 Net Sensible Capacity(MBh) 110.98 Net Sensible Heat Ratio (Number) 0.77 Heating LAT (F) 36.87 Heating Temp Rise (F) 36.87 Output Htg Capacity(MBh) 200.00 Output Htg Capacity w/Fan (MBh) 208.73 Design ESP (in H2O) 1.000 Component SP Add (in H2O) 0.280 Field Supplied Drive Kit Required High Static Drive Kit Indoor Mtr. Operating Power(bhp) 2.77 Indoor RPM (rpm) 757 Indoor Motor Power(kW) 2.06 Outdoor Motor Power(kW) 0.86 Compressor Power(kW) 10.12 System Power(kW) 13.04 IPLV @ AHRI (IPLV) 12.6 MCA(A) 65.00 MOP (A) 80.00 Compressor 1 RLA(A) 25.00 Compressor 2 RLA(A) 16.00 Condenser Fan FLA (A) 3.20 Evaporator Fan FLA(A) 10.60 Evaporator Face Area (sq ft) 26.00 Evaporator Face Velocity(ft/min) 192 Evaporator Fin Spacing (Per Foot) 180 Evaporator Rows ( ) 3 Min. Unit Operating Weight(Ib) 1933.0 Max Unit Operating Weight(Ib) 2335.0 FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 4 of 16 Others McD-11502 Tigard OR February 04,2016 Tags 12 1/2 Ton Fan Motor Heat(MBh) 8.73 Evap Coil Leav Air Temp (DB) (F) 57.83 Evap Coil Leav Air Temp (WB) (F) 57.16 Dew Point Temp(F) 56.74 Rated capacity(AHRI) (MBh) 140.00 Exhaust fan power(kW) 0.56 Refrig charge(HFC-410A) -ckt 1 (Ib) 8.4 Refrig charge(HFC-410A) -ckt 2 (Ib) 5.8 ASHRAE 90.1 Yes Saturated Suction Temp Circuit 1 (F) 52.85 Saturated Discharge Temp Circuit 1 (F) 115.40 Saturated Suction Temp Circuit 2 (F) 52.81 Saturated Discharge Temp Circuit 2 (F) 112.25 IEER Rating ( ) 12.60 EER @ AHRI Conditions (EER) 12.1 Total Static Pressure (in H2O) 1.280 FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 5 of 16 Others McD-11502 Tigard OR February 04,2016 Mechanical Specifications - Packaged Gas/Electric Rooftop Units Item: Al Qty: 1 Tag(s): 12 1/2 Ton General The units shall be dedicated downflow or horizontal airflow. The operating range shall be between 115°F and 0°F in cooling as standard from the factory for all units. Cooling performance shall be rated in accordance with AHRI testing - procedures. All units shall be factory assembled, internally wired,fully charged with R-410A, and 100 percent run tested to check cooling operation, fan and blower rotation and control sequence, before leaving the factory. Wiring internal to the unit shall be colored and numbered for simplified identification. Units shall be UL listed and labeled, classified in accordance to UL 1995/C 22.2, 236-05 3rd Edition. Casing Unit casing shall be constructed of zinc coated, heavy gauge, galvanized steel. Exterior surfaces shall be cleaned, phosphatized, and finished with a weather-resistant baked enamel finish. Unit's surface shall be tested 672 hours in a salt spray test in compliance with ASTM B117. Cabinet construction shall allow for all maintenance on one side of the unit. In order to ensure a water and air tight seal, service panels shall have lifting handles and no more than three screws to remove.All exposed vertical panels and top covers in the indoor air section shall be insulated with a 1/2 inch, 1 pound density foil-faced, fire-resistant, permanent, odorless, glass fiber material. The base of the downflow unit shall be insulated with 1/2 inch, 1 pound density foil-faced, closed-cell material. The downflow unit's base pan shall have no penetrations within the perimeter of the curb other than the raised 11/8 inch high supply/return openings to provide an added water integrity precaution, if the condensate drain backs up. The base of the unit shall have provisions for forklift and crane lifting. Unit Top The top cover shall be one piece, or where seams exist, double hemmed and gasket sealed to prevent water leakage. Filters Two inch standard filters shall be factory supplied on all units. Optional two inch pleated media filters shall be available. Compressors All units shall have direct-drive, hermetic, scroll type compressors with centrifugal type oil pumps. Motor shall be suction gas-cooled and shall have a voltage utilization range of plus or minus 10 percent of nameplate voltage. Internal overloads shall be provided with the scroll compressors. All models shall have crankcase heaters, phase monitors and low and high pressure control as standard. Crankcase Heaters These band heaters provide improved compressor reliability by warming the oil to prevent migration during off-cycles or low ambient conditions. These are standard on all Voyager models. Refrigerant Circuits Each refrigerant circuit shall have independent fixed orifice or thermostatic expansion devices, service pressure ports, and refrigerant line filter driers factory installed as standard. An area shall be provided for replacement suction line driers. Evaporator and Condenser Coils Microchannel coils will be burst tested by the manufacturer. Internally finned, 5/16(:, copper tubes mechanically bonded to a configured aluminum plate fin shall be standard for evaporator coils. Microchannel condenser coils shall be standard on all units. Coils shall be leak tested to ensure the pressure integrity. The evaporator coil and condenser coil shall be leak tested to 225 psig and pressure tested to 450 psig. Sloped condensate drain pans are standard. Gas Heating Section The heating section shall have a drum and tube heat exchanger design using corrosion resistant steel components. A forced combustion blower shall supply premixed fuel to a single burner ignited by a pilotless hot surface ignition system. In order to provide reliable operation, a negative pressure gas valve shall be used on standard furnaces and a pressure switch on furnaces with modulating heat that requires blower operation to initiate gas flow. On an initial call for heat, the FLD=Furnished by Trane U.S.Inc./Installed by Equipment Submittal Page 6 of 16 Others McD-11502 Tigard OR February 04,2016 combustion blower shall purge the heat exchanger 45 seconds before ignition. After three unsuccessful ignition attempts, the entire heating system shall be locked out until manually reset at the thermostat. Units shall be suitable for use with natural gas or propane (field installed kit) and shall also comply with California requirements for low NOx emissions. The 12Y2-25 tons shall have two stage heating (Gas/Electric Only). Microchannel coils The microchannel type condenser coil is standard for the T/YCD 12.5-25 ton standard efficiency models. Due to flat streamlined tubes with small ports, and metallurgical tube-tofin bond, microchannel coil has better heat transfer performance. Microchannel condenser coil can reduce system refrigerant charge by up to 50% because of smaller internal volume,which leads to better compressor reliability.Compact all-aluminum microchannel coils also help to reduce the unit weight.All-aluminum construction improves re-cyclability. Galvanic corrosion is also minimized due to all aluminum construction. Strong aluminum brazed structure provides better fin protection. In addition, flat streamlined tubes also make microchannel coils more dust resistant and easier to clean. Coils shall be leak tested at the factory to ensure the pressure integrity. The evaporator coil and condenser coil shall be leak tested to 600 psig. The assembled unit shall be leak tested to 465 psig. Outdoor Fans The outdoor fan shall be direct-drive, statically and dynamically balanced, draw-through in the vertical discharge position. The fan motor(s)shall be permanently lubricated and shall have built-in thermal overload protection. Indoor Fan Units above shall have belt driven, FC centrifugal fans with adjustable motor sheaves. Units with standard motors shall have an adjustable idler-arm assembly for quick-adjustment of fan belts and motor sheaves. All motors shall be thermally protected. Oversized motors shall be available for high static application. All indoor fan motors meet the U.S. Energy Policy Act of 1992 (EPACT). Controls Unit shall be completely factory wired with necessary controls and contactor pressure lugs or terminal block for power wiring. Unit shall provide an external location for mounting a fused disconnect device. ReliaTel controls shall be provided for all 24 volt control functions. The resident control algorithms shall make all heating, cooling, and/or ventilating decisions in response to electronic signals from sensors measuring indoor and outdoor temperatures. The control algorithm maintains accurate temperature control, minimizes drift from set point, and provides better building comfort. A centralized control shall provide anti-short cycle timing and time delay between compressors to provide a higher level of machine protection. High Pressure Cutout This option is offered for units that do not have High Pressure cutout as standard. Discharge Line Thermostat A bi-metal element discharge line thermostat is installed as a standard option on the discharge line of each system. This standard option provides extra protection to the compressors against high discharge temperatures in case of loss of charge, extremely high ambient and other conditions which could drive the discharge temperature higher. Discharge line thermostat is wired in series with high pressure control.When the discharge temperature rises above the protection limit, the bi-metal disc in the thermostat switches to the off position, opening the 24 VAC circuit. When the temperature on the discharge line cools down, the bi-metal disc closes the contactor circuit, providing power to the compressor. When the thermostat opens the fourth time, the ReliaTel control must be manually reset to resume operation on that stage. Through the Base Electrical with Circuit Breaker This option is a thermal magnetic, molded case, HACR Circuit Breaker with provisions for through the base electrical connections. The circuit breaker will be installed in a water tight enclosure in the unit with access through a swinging door. Factory wiring will be provided from the switch to the unit high voltage terminal block. The circuit breaker will provide overcurrent protection, be sized per NEC and UL guidelines, and be agency recognized by UL/CSA. Through the Base Electrical with Disconnect Switch Three-pole, molded case, disconnect switch with provisions for through the base electrical connections are available. FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 7 of 16 Others McD-11502 Tigard OR February 04,2016 The disconnect switch will be installed in the unit in a water tight RT-PRCO28-EN 121 enclosure with access through a swinging door. Factory wiring will be provided from the switch to the unit high voltage terminal block. The switch will be UL/CSA agency recognized. Note: The disconnect switch will be sized per NEC and UL guidelines but will not be used in place of unit overcurrent protection. Hinged Access Doors Sheet metal hinges are available on the Filter/Evaporator Access Door and the Compressor/Control Access Door. This option is available on all downflow models. Two-Inch Pleated Filters Two inch pleated media filters shall be available on all models. Reference or Comparative Enthalpy Reference Enthalpy is used to measure and communicate outdoor humidity.The unit receives and uses this information to provide improved comfort cooling while using the economizer. Comparative Enthalpy measures and communicates humidity for both outdoor and return air conditions, and return air temperature. The unit receives and uses this information to maximize use of economizer cooling, and to provide maximum occupant comfort control. Reference or Comparative Enthalpy option shall be available when a factory or field installed Downflow Economizer is ordered. This option is available on all downflow models. Comparative Enthalpy-Factory Installed This option will be factory installed to measure and communicate humidity for both outdoor and return air conditions, and return air temperature. The unit will receive and use this information to maximize use of economizer cooling, and to provide maximum occupant comfort control. Hinged Access Doors - Ultra High Sheet metal hinges are available on the Filter/Evaporator Access Door and the Compressor/Control Access Door. This option is available on all downflow models. FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 8 of 16 Others McD*-11502 Tigard OR February 04,2016 Unit Dimensions - Packaged Gas/Electric Rooftop Units Item: Al Qty: 1 Tag(s): 12 1/2 Ton NOTES: 1.GAS CONNECTION PIPE SIZE 1/2" 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 54" i..-:.•oil 0 0 1" DOWNFLOW CONDENSATE DRAIN CONN 1"NPT ` ` 11111111111. I 0 6„ 64 11/16" GAS CONNECTION(SEE NOTE 1) ` 121 11/16" 32 11/16" 8 15/16"� 7/8"DIA.HOLE (UNIT CONTROL WIRE) 84 3/16" 2 11/16" 2"DIA.HOLE (UNIT POWER WIRE) PACKAGED GAS/ELECTRIC-DOWNFLOW ISOMETRIC DRAWING 4 1/4" 19 15/16" - --28 3/4" 26 7/16"—,=- 4 1/4" /16"— -41/4" /Uri;a ' RETURN SUPPLY 76 5/16" 68 11/16" tfkl L J 0 PACKAGED GAS/ELECTRIC-DOWNFLOW PLAN VIEW DRAWING FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 9 of 16 Others McD-11502 Tigard OR February 04,2016 Unit Dimensions - Packaged Gas/Electric Rooftop Units Item: Al Qty: 1 Tag(s): 12 1/2 Ton ELECTRICAL / GENERAL DATA - GENERAL PERFORMANCE Standard Motor (1)(3) Model(Ton): 'YHD150G(12.5) Minimum Circuit Ampacity: '65.0 Unit Operating Voltage Range: '187-253 Maximum Fuse Size: 90.0 Unit Primary Voltage: 208 Maximum(HACR)Circuit Breaker: 90.0 Unit Secondary Voltage: 230 Unit Hertz: 60 Standard Oversized Motor (r)(4) Accessory Oversized Motor O(4) Unit Phase: 3 Minimum Circuit Ampacity: Minimum Circuit Ampacity: Maximum Fuse Size: Maximum Fuse Size: EER:(5) '12.1 Maximum(HACR)Circuit Breaker: Maximum(HACR)Circuit Breaker: GAS HEATING COMPRESSOR Heating Models: 'High Circuit(s) Heating and 1 Stage Input(Btu/h) 250,000/175,000 Number: '2 Heating and 1 Stage Output(Btu/h): 203,000/142,000 Horsepower: 5.6/3.67 Min./Max.Gas Input- Phase: 3 Pressure Natural or LP(in w.c): 2.5/14.0 Rated Load Amps: 27.5/13.6 Gas Connection Pipe Size: 1/2" Locked Rotor Amps: 191.0/100.0 INDOOR MOTOR Standard Motor Standard Oversized Motor (4) Accessory Oversized Motor (4) Number: (31 '1 Number: - Number: Horsepower: 3.0 Horsepower: Horsepower: Motor Speed(RPM): 1,740 Motor Speed(RPM): Motor Speed(RPM): Phase: 3 Phase: Phase: Full Load Amps: 10.6 Full Load Amps: Full Load Amps: Locked Rotor Amps: 81.0 Locked Rotor Amps: Locked Rotor Amps: OUTDOOR MOTOR POWER EXHAUST COMBUSTION BLOWER (Field Installed Power Exhaust) MOTOR Number: '2 Horsepower: 'N/A (Gas-Fired Heating only) Horsepower: 0.5 Motor Speed(RPM): N/A Horsepower: '0.05 Motor speed(RPM): 1,100 Phase: N/A Motor Speed(RPM): 3500/2800 Phase: 1 Full Load Amps: N/A Phase: 1 Full Load Amps: 3.2 Locked Rotor Amps: N/A Full Load Amps: 0.5 Locked Rotor Amps: 8.8 Locked Rotor Amps: 0.78 FILTER REFRIGERANT (2) Circuit#1/2 Type: 'Throwaway Type: 'R-410 Furnished: Yes Factory Charge Number: 4/4 Circuit#1/2: 12.5 lb/7.1 Ib Recommended Size: 20"x20"x2"/20"x25"x2" NOTES: 1. Maximum(HACR)Circuit Breaker sizing is for installations in the United States only. 2. Refrigerant charge is an approximate value.For a more precise value,see unit nameplate and service instructions. 3. Value include Standard Motor. 4. Value include Oversized Motor 5. EER is rated at AHRI conditions and in accordance with DOE test procedures. FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 10 of 16 Others * McD-11502 Tigard OR February 04,2016 Weight, Clearance & Rigging Diagram - Packaged Gas/Electric Rooftop Units Item: Al Qty: 1 Tag(s): 12 1/2 Ton \-/ ›. CLEARANCE 68" . ' /e7 ` (1727.2mm) CLEARANCE 36" CLEARANCE FROM THE (914.4mm) TOP OF UNIT 72" (1828.8mm) w CLEARANCE 60" o (1524mm) r CLEARANCE 48" ,t2 (1219.2mm) 0 - e 0 DOWNFLOW-PACKAGED GAS/ELECTRIC CLEARANCE UNIT OUTLINE 41/0 \ \ ROOF OPENING 76 1/2" 81" DOWNFLOW-PACKAGED GAS/ELECTRIC ROOF OPENING CLEARANCE FLD=Furnished by Trane U.S.Inc./Installed by Equipment Submittal Page 11 of 16 Others McD-11502 Tigard OR February 04,2016 Weight, Clearance & Rigging Diagram - Packaged Gas/Electric Rooftop Units Item: Al Qty: 1 Tag(s): 12 1/2 Ton INSTALLED OPTIONS NET WEIGHT DATA Accessory Accessory r Economizer 80.0 lb Motorized Outside Air Damper Manual Outside air Damper l(\` j Oversized Motor High Static Drive Thru the Base Electrical 23.0 lb rt Unit Mounted Circuit Breaker 10.0 lb Unit Mounted Disconnect Power Exhaust 1`1`1111/lI/G.^`o\\���/�� Hinged Doors 27.0 lb \\\```a..,,,'/J) Zone Sensor ( LPG Conversion Kit w \4 Powered Convenience Outlet Roof Curb CORNER WEIGHT BASE UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVITY SHIPPING NET O OB © l© E F 2514.0 lb 2062.0 lb 640.0 lb 550.0 lb 409.0 lb 462.0 lb 56" 30" 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 ACCESSORIES SHOULD BE ADD TO UNIT WEIGHT WHEN ORDERING FACTORY INSTALLED ACCESSORIES. II. 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 FIOP/ACCESSORY WEIGHT MUST BE ADDED. i i . re N. �..s imil 7 RIGGING AND CENTER OF GRAVITY FLD=Furnished by Trane U.S.Inc./Installed by Equipment Submittal Page 12 of 16 Others MCD-11502 Tigard OR February 04,2016 Weight, Clearance & Rigging Diagram - Packaged Gas/Electric Rooftop Units Item: Al Qty: 1 Tag(s): 12 1/2 Ton • � , r 1 I 1 L J 6 7/8" L J 56" d �� THROUGH THE BASE ELECTRICAL THROUGH THE BASE ELECTRICAL ACCESSORY-PLAN VIEW • V V THROUGH THE BASE ELECTRICAL THROUGH THE BASE ELECTRICAL ROOF CURB ACCESSORY-PLAN VIEW FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 13 of 16 Others McD-11502 Tigard OR February 04,2016 Accessory- Packaged Gas/Electric Rooftop Units Item: Al Qty: 1 Tag(s): 12 1/2 Ton J Z z a o oww Z U (1)0a • U i O � Q co 0 w F owa ozw z¢ U (,)0 Q 0, N � J 7 Z Zd oc,) ) Z W w FLD=Furnished by Trane U.S. Inc./Installed by Equipment Submittal Page 14 of 16 Others McD-11502 Tigard OR February 04,2016 Accessory-Packaged Gas/Electric Rooftop Units Item: Al Qty: 1 Tag(s): 121/2 Ton NO EXISING MODEL NUMBERS AVAILABLE FOR THIS SITE. 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