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Ik/ 2c>7.0 - oo 14309 OFFICE COPY COPY ENw RECEIVED Engineers Northwest Inc.,P.S. APR 6 2020 CITY 0FWARD F3U19 fl Pi DIVfSznN7 k COSTCO WHOLESALE (#111 ) a 7855 SW Dartmouth Tigard, OR 97223 STRUCTURAL CALCULATIONS FOR HVAC REPLACEMENT ��rt p PR , c� r NEfOF9, p2 9` 0000-- � 9478 , fe / A OREGON , -lY 15, r)�1 G NSF L. PAP' EXPIRES; I Z/3!/2C 2019 Oregon Structural Specialty Code March 10, 2020 ENW#93085024-3 0 9725 Third Avenue NE.Seattle.WA 98115 . 206.525.7560.fax 206.522.6698 www.engineersnw.com . EpNw STRUCTURAL ENGINEERS Engineers Northwest Inc.,P.S. Costco Wholesale HVAC Replacement 7855 SW Dartmouth Tigard, OR 97223 ENW Job Number: 93085024-3 Table of Contents 1) Design Criteria pg. 3 2) Existing Joist Analysis pgs.4—20 3) Lateral Analysis pgs. 21—30 li .• •9725 Third Avenue NE.Seattle,WA 98115 • 206.525.7560.fax 206.522.6698 www.engineersnw.com • L ENWSTRUCTURAL ENGINEERS Engineers Northwest Inc.,P.S. Costco Wholesale HVAC Replacement 7855 SW Dartmouth Tigard, OR 97223 ENW Job Number: 93085024-3 Design Criteria Description: HVAC replacement Code: 2019 Oregon Structural Specialty Code Roof Snow Load: 25 PSF Wind: VuLT=97 mph; Risk Category II Exposure C Seismic: Ss=0.865 Si=0.395 Sms=0.998 Sus=0.665 Risk Category II Site Class= "D" . • . . . • 9725 Third Avenue NE.Seattle,WA 98115 . 206.525.7560.fax 206.522.6698 www.engineersnw.com EINWSTRUCTURAL ENGINEERS Engineers Northwest Inc.,P.S. Costco Wholesale HVAC Replacement 7855 SW Dartmouth Tigard, OR 97223 ENW Job Number: 93085024-3 Calculation Existing Joist Analysis . . . . •9725 Third Avenue NE.Seattle,WA 98115 . 206.525 7560.fax 206.522.6698 www.engineersnw.com _r - ' , I tiG I 1 ' 1 1; ,, ii rr� F E e f+d: ?C I 0I 8 ' 1C{, x a go • av fd U. SS •p a G al ii 1 .1 e) e �i 3e 40T 1'013 COI I WJ LCW PRI Il dINARV DIii5143N q $ g`€D AR LOSTCO*HI 11831A t m( . 11 : 'BSS SW DARTMOUTH,TIGARD W zrz2a .1 a N ROOFTOP EQUIPMENT UPGRADE S Io CD - ROOFTOP UNIT SCHEDULE PLAN CODE AC-10 AC-II AC-12 AC-11 AC-15 AC-2 AC3 AC-4 AC-6 AC-17 SERVES SALES FLOOR PASS FLOOR SALES FLOOR SALES MOOR SALES FLOOR OFFICES FOOD COURT TIRES J OFFICES PAYROLL OFFICES EXISTING MANUFACTURER TRANS MANE 7RANE ERASE MANE 2RAAIE MANE TRANS MANE TRANS EXISTING MODEL NUMBER YCNRIORANDA YC03005IN000 YC030081HG09 11:1330001100A Ya3331150.0130 YCCOUFILOB VC010284OOA YC0090C4LGM TCDO36C4OFM VCCO21FILOOA EXISTING ROOF CURB DIAENSIONS(IN) 115E61 NOV ITOO6/ 115[51 116181 53rNI 552159 - /7/43 53r31 EXISTING WEIGHT(LBS) 3700 3100 3100 3100 3100 350 1150 965 580 350 EXISTING ELECTRICAL(1.1IP84Z) 450360 1601350 45,193 A603L00 460360 2080410 480/6 460360 46390 205000 EXISTING POWER PICA) 57.0 570 57.0 570 57 157 290 21.0 90 157 MA5IUFACTLAER MON MON MON MAN MON MON MON MON MON MON MODEL RN•025.3-OEB09 FW-02530-E606 91-E1209 1913502534)-61309 R540253.0. 9 ROL02-9-3/•CA07 194-015.3d8683 I9110934CALD RO-003-V-CA01 RO-002-94CA01 WEIGHT(LOS) 284 2284 2864 2691 2264 785 2002 1619 756 755 - UNIT ELECTRICAL 460700/3 140/60/3 480/80/3 400/80/3 460/60/3 20//0071 46013/69 460/3100 46013760 206/60/1 MCA 610 61.0 61O 610 610 260 42 30.0 10.0 25.0 MOCP 70.0 70.0 700 ma TOO 35,0 S0 25.0 15.0 35.0 FLA 57.0 57.0 57.0 6L0 _ 57.0 22.0 42 ISO 90 22.0 SEER/EER/LEER -111.7/12.7 -/117/127 -/112/127 -/11.7/12.7 -1117712.7 152/13/- -111.6112.9 -112.1/13.9 142/12.10- 15.2113I- CONFIGURATION COVINFLOW OOWSFLOW 009I NFLOW 00994FLOW DDWNFLOW DOWIFLOW OOWNFLOW DC9.NFLOW COI/INFLOW OOWNFLOW SUPPLY FAN SECTION MAX AIR(CFM) 10000 10000 10000 10900 111103 600 7000 3021) 960 800 OUTSIOE ORICFMI 1300 1300 1309 7200 1200 200 2500 500 240 200 ACTUAL ESP(IN MCA 0.3 03 0.3 03 03 63 045 0.5 0.3 0.3 ACTUAL TSP(IN N.C.) 2.57 2.57 267 2.57 2.57 0.91 2.77 12 0.99 091 RPM @MAX 6 TSP 1318 1318 1318 1318 1212 1090 2170 1446 100 1090 MOTORIP/CITY 100/1 10.0/t 100/1 100/7 10.0/1 10/1 7.511 2.0/1 1.0/1 L0/7 COALING COIL SECTION EAT OWNS,•F) 80.8/86.2 605 166 2 896/662 80.6/662 808/162 750/62S 82.1/671 81.3(68.73 752152.5 750/62.5 LAT(DBMS.IF) 555/55.0 55.0/65.0 5561550 550./55.0 55.61550 5117533 6627583 506157.9 51.7/50.1 51.6/50.3 TOTAL NET CAPACITY(MOH) 39036 301.36 30836 9636 30836 1595 167.56 STIR 37.3 2583 SENSIBLE NET C4PACITY/516H) 244.18 241.18 244.18 244.18 244.16 1921 1813 65.58 22.92 1921 6 LATENT NET CAPACITY IMMO 641/ 84.17 64.17 64.17 64.17 .74 2627 3196 8.58 674 APD(IN.W.C.) 069 0.69 089 089 069 004 033 007 0.06 00/ "MATING COIL SECTION UR - - TYPE NATURAL GAS NATAL GAS NATURAL GAS NATURAL GAS NATURAL GAS NATURAL GAS NATURAL GAS NATURAL GAS NATURAL GAS NATU�'q (M % INPUrBH) 405,0 4050 4050 4050 4050 60.0 2925 1950 500 OUTPUT(MSH) 329.1 3261 3261 31 3281 466 • 1560 44.6 48 f . HEATING AM(CFM) 9000 9000 9003 9300 113R) 600 7090 2400 980 . EATAAT('F( 07.6/575 67.6I571 676157.8 671/57.6 6761576 750/1313 52146 641124 75/121.0 75.0 APO EN WC) 0.45 _ 246 046 045 6.46 03 002 - 0.11 � RE-HEAT COIL CAPACITY(URN) 156 166 156 156 156 RA NA NA NA NA LAT IDBRVB,'i) 70.0160.5 T0.01605 70.0 fop 5 7007605 700/60.5 NA NA NA NA NA RELATIVE HUMIDITY 68 56 58 56 se NA NA NA NA it...4 REFRIGERATION SECTION REFRIGERANT/COUP TYPE R410/SCROLL R4101 SE0191 144101 SCROLL R41111 SCROLL R410/SCROLL R410/SCROLL R4101 SCROLL R410/SCROLL 641016CR0IL scROLL COMPRESSORS OTT 2 2 2 2 2 1 2 2 I 1 AMBIENT TEMP(d11 AO'F) 9121675 91.2/676 9121675 912/57.5 9121675 91(74 91/74 91.2/62 CONDENSER FAN OTT 3 3 3 3 3 1 2 2 I I CONDENSER FAN HP 0.T5 075 0.75 075 0.75 0.167 ITS 033 0.157 0.167 VOTES: 1.2.3.4.5 1,2,3,4.5 1.2.3.4.5 1.2,3.4.5 1.214.5 1,3.4 1-2,9,4.5 1,2.3.4.5 1.3.4 1.3,4 ACCESSORIES 1•FURNISH WITH NON-FUSED DISCONNECT,FACTORY WIRED CONVENENCE OUTLET. 1-AULY MODULATING DRY BULB ECONOMIZER 6 GRAVITY(BAROMETRIC RELIEF). /ram 3-FURNISH WI PROGRAMMABLE THERMOSTAT COORDINATE WITH NICROTNERMAL FOR REQUIRED CONTRA BOARD PR)OR TO ORDERING. U, 4-PROVIDE AND INSTALL CURB ADAPTER.CONTACT THYBAR 800666-2072 FOR SIZING 5 S.PROVIDE WITH FACTORY INSTALLED SNORE DETECTOR. ---/ Ci:' F7 ... RN Water-Cooled Model EER Air-Cooled EER EER Nominal dm Width" Height" length' RN-006 2,200 RN-0O8 A Up to 14.0 NA 2 8� 79 44 82 RN-010 3,400 RN-009 4,000 AC-3 1 AC-LA RN-011 4,600 B Upto 139 NA 96 50 88 RN-013 5,200 RN-015 5,800 RN-016 4.800 RN-018 NA 5,400 RN-020 C Upto 12.7 6,000 101 59 110 I AC- 10 -!c' l\C-1`.., RN-025 1,500 Up to 16 RN-030 9,000 RN-026 8,600 RN-031 10,100 RN-040 12,800 RN-050 D Upto 12.2 Up to 16.5 15,000 100 97 155 RN-060 18,000 RN-070 21,000 RN-055 21,000 RN-065 24,000 RN-075 27,000 RN 090 22,000 E Upto 12.1 Up to 15.2 142 102 294 RN-105 26,500 RN-120 31,000 RN-130 34,000 RN-140._ 37,000 'oirriensians very depending on options selected All dimensions are in inches. Design Om may be 30-50'greater or less than nominal ctn, • 6 30 ton RN Serves Air Cooled Condenser Packaged Rooftop Unit — ..•"':': .* 1. !.4< II tt. o. 1 t. i 1 Cirnpled heat exchanger provides energy efficient i i Z.- y!+ heat transfer and has no internal turbulator,which W �r°., I an corrode over time. COS Air-Source Heat Pump Option Energy efficient cooling and heating can be achieved by reversing the flow of the unit's refrigeration circuits.This allows the indoor coil to . Direct Drive Backward Curved be used as either a cooling coil or heating coil.This is a more efficient Plenum Fans are more wergy method of heating than electric resistance heating because a heat ,;,' effluent,quieter,and require less um can reject more heat to the spaceper the amount of energyfairtenancone tan belt ddven pump 1 P fans.lfDcontrelled and used,Thus,the operating costs of heat pump heating are always less ECM driven supply,exhaust, than the operating costs of electric resistance heating.II eat pump and return fans are available ' � for precise air flow control, heating is also a more efficient method of heating than gas heating ` buildinct pressure control,and and,depending on the cost of electricity and natural gas or propane, ' :, reduced power consumption 1 heat pump heating can have less operating costs than gas heating, f Water-Source/Geothermal Heat Pump • Option the constant temperature of the earth used as the excfiange medium instead of the outside air temperature.A few feet below the earths surface the ground remains at a relatively constant temperature. Depending on latitude,ground temperatures range from 15°f to 75°f. this ground temperature is warmer than the au above it during the winter and cooler than the air In the summer The geothermal hear • pump takes advantage of this constant temperature by exchanging heat with the earth through a ground heat exchangerditiliPlit , •• lcY w ., . a "Yk*i _, 4 Microchannel condenser CO'S arc y 4 R ,. ,_ more efficient,lighter,and use ti � .: less refrigerant than traditional c fin and tube condenser coils. L ' w :! 2-6 ton RQ Series Water-SonrcelGeo- thermal Heat Pump Roorftop Units pQ Air Cooled Water-Cooled Nominal cfm Width Height" Length' Model SEER EER RQ-002 800 RQ 003 1,200 n `I C— 7 ! C-E A(.- -1 RQ-004 tip in 13 2 NA 1,600 44 43 82 S I RQ-DOS 2,000 L RQ-006 .. 2,400 'Dimensions vary depending on options selected All dimensions are in inches. Design cfm may be 3O-50'greater or less than nominal cfm * ' ' ' Property of Engineers Northwest, Inc., P.S.-Use by others unlawful * * * * EXISTING STEEL JOIST ANALYSIS WITH NON-UNIFORM LOADS Input= Project Number= 93085024-3 Project Name = HVAC Replacement-AC-2, AC-6, AC-17 I Location = Costco-Tigard, OR Design By= MP INPUT 14.17 ft JOIST INFO: 10.5 ft Joist Spacing = 5 ft Span, L= 40 ft PL I PL• w • • • • • • • - � • � l • • { , • - // / 4 40 ft ORIGINAL DESIGN Unit Weight= 350 lb Dead Load = 12 psf Live Load = 25 psf Other Load = 0 psf PL Spacing = 3.67 ft • Distributed Load w = 37 psf x 5 ft = 185 plf Point Load PL = (0.6 x 350Ib)/2 sides 105 lb New Design Unit Weight= 755 lb Dead Load = 10 psf Live Load = 25 psf Other Load = 0 psf PL Spacing = 3.67 ft Distributed Load w= 35 psf x 5 ft = 175 plf Point Load PL = (0.6 x 755 lb)/2 sides = 226.5 lb • • ENUINEERS-N ORTNWEST,INCP.S. SHEET OF 9725 THIRD AVE_N.E (SUITE 207) SEATTLE,WA.98115 *•**Property of Engineers Northwest,Inc.,P.S.-Use by others unlawful"'* EXISTING STEEL JOIST ANALYSIS WITH NON-UNIFORM LOADS Input= Project Number=93085024-3 Project Name=HVAC Replacement-AC-2,AC-6,AC-17 Location=Costco-Tigard,OR Design By=MP d _ INPUT b JOIST INFO: a 1'w2 Joist Type +M Joist Designation _ +P r +w - . - +w Span, L= 40 ft l r - 4 4 ► ► • - 1 ► Modulus of Elasticity,E 29000 ksi I A/VA Moment of Inertia,l= 843 in' R RH x L ORIGINAL DESIGN LOADS Full Uniform: w= 185 lb/ft Point: a(ft) I P(Ib) 1 10.5 105 Start End 2 14.17 105 Distributed: b(ft) I w,(Iblft) c(ft) I w2(Ib/ft) 3 1 4 2 5 3 6 4 7 5 8 Moment: d(ft) I M(ft-Ib.) 1 2 3 NEW DESIGN LOADS Full Uniform: w= 175 lb/ft Point: a(ft) I P(Ib) 1 1 D.5 226.5 Start End 2 14.17 226.5 Distributed: b(ft) wi (lb/ft) c(ft) I w2(lb/ft) 3 1 4 2 5 3 6 4 7 5 8 Moment: d (ft) I M(ft-lb.) 1 2 3 2/12/2020 ExisUoistAnaiysis Rzporl ENGINEERS-NORTHWEST,INC.P.S. SHEET OF 9725 THIRD AVE.N.E.ISUITE 207) SEATTLE,WA.93115 OUTPUT ORIGINAL DESIGN LOADS End Reactions: RL= 3845.2413 lbs. RR= 3764.759 lbs. Minimum Design Web Shear: Vw MIN= 961.32 lbs.(25%of end reaction per SJI Specifications) Maximum Moments: MMLiAx= 38306.509 ft-lb @ x= 19.65 ft Mt'IMAx= -3.76E-06 ft-lb @ x= 40 ft Point of Zero Shear: x IV=ol= 19.65 ft Maximum Deflections: -AMAx= -0.55 in @ x= 20.2176 ft +AMAx= 0 in @ x= 40 ft RATIO= 1-/873 NEW DESIGN LOADS End Reactions: RL= 3813.3061 lbs. RR= 3639.694 lbs. Maximum Moments: Mt{1MAx= 37849.633 ft-lb @ x= 19.2017 ft MI-IMAx= -3.64E-06 ft-lb @ x= 40 ft Point of Zero Shear: x(v.0)= 19.202 ft Note: If the location of the point of zero shear moves more than 1'-0"+/-between the original design loads and the new design loads,stress reversals could occur in the diagonal web members. If adjacent diagonal web members are not the same size,further detailed joist analysis would be required. Maximum Deflections: -AMX_ -0.51 in @ x= 19.8537 ft +AM,yx= 0 in @ x= 40 ft ARATIo= L/941 MAXIMUM STRESS RATIOS Ushea,= 1.038 @ x= 10.4 ft U6a"a;9= 1.007 @ x= 10.4 ft MAXIMUM MOMENT RATIOS Mh'= 0.988 MII= 0.967 COMMENTS: New design load for this new unit is acceptable. 2/12/2020 E RIStJolstAnalYsis Report ENGINEERYNORTHWEST,INC.P.S. SHEET OF • 9725 THIRD AVE N.E.(SUITE 207) SEATTLE,WA 98115 I Shear Diagram 5000 I 1 7 r 4 f T 1 1 • , 4000 -- r---. • ! t : • ; t ; i '.1 ' . 1 1 71 Ili 0 \ 4, . 43 4?. 64. 03 t LP LI2 c;91 —, 1,I2 et,) 10 9r„ A+ Lb r)i eo II; C3 = 0 - Ili 4 to ; al 4-1 rti 2000 -3000 ... . . . ... x(ft) Moment Diagram ; : : • . ; . ! ; : : : : : . . • ____ . , ; ; . . , • . — . . i I : : . ; ; . . : : ; • ; 35000 •;, . : ; • -., • ; ; . : . ; ; . i . ': • : : : : . ' : : : -,. . ; ; : 2 t : : : ' : ; : ; 2 . ' ; 2 2 2 : ; 2 : ' 2 2 '•• : 2 . ; 2 ' 2 2 ' ; 30000 s : -,--1; 25000 _ . •. , , 1 ] i ; .; 11 ' \.„ : 1Wi . :. ! , E , ; i ''. i ; , . : i • „ , . . , l 'i : 4.1 E ! : II ! • . ; : . ; ! : . ! . : i : 5000 : : : !. . . : : : i • -. : ! , , . : . : : - . : - ; ; t. . , 0 w • e.H5o : cb - cri , 4-1 . Ai 11- ; ; c4..Her; 0 ! ,i4 : 0' . 1u1 'r,... T ';' iri 41 , 03 ' 4: . '1. .5000 ti"....1 - . ' : . ; 17, ! -T, ,V , : ! ."-' 1 ,T, 0.74rN ! ', :,N_N N : T • r." 11 ; 71 _,T1 ; x(ft) •=curves for original design loads =curves for new design loads 2/12/202o ExIstloistAnalysis_Report * * * * Property of Engineers Northwest, Inc., P.5.- Use by others unlawful* * * * • EXISTING STEEL JOIST ANALYSIS WITH NON-UNIFORM LOADS Input= Project Number= 93085024-3 1 Project Name = HVAC Replacement-AC-3,AC-4 Location = Costco-Tigard, OR Design By = MP INPUT 7.5 ft JOIST INFO: 0 ft Joist Spacing = 5 ft Span, L = 40 ft PL• PL w • • • • • • • 4 4 72 ' /\/\/\/\ r 40 ft ORIGINAL DESIGN Unit Weight= 965 lb Dead Load = 12 psf Live Load = 25 psf Other Load = 0 psf PL Spacing = 7.5 ft Distributed Load w= 37 psf x 5 ft = 185 plf Point Load PL = {0.6 x 965 Ib)/2 sides = 289.5 lb New Design Unit Weight= 1619 lb Dead Load = 10 psf Live Load = 25 psf Other Load = 0 psf PL Spacing = 7.5 ft Distributed Load w= 35 psf x 5 ft — 175 plf Point Load PL= (0.6 x 1619 Ib)/2 sides = 485.7 lb ENGINEERS-NORTHWESLINC.P.S. SHEET OF 9725 THIRD AVE.N.E.ISUITE 207) SEATTLE.WA.98115 * * 'Property of Engineers Northwest,Inc,P.S.-Use by others unlawful* * EXISTING STEEL JOIST ANALYSIS WITH NON-UNIFORM LOADS Input= Project Number=93085024-3 Project Name=HVAC Replacement-AC-3,AC-4 Location=Costco-Tigard, OR Design By=MP d INPUT C b JOIST INFO: a +wc Joist Type=_ +M Joist Designation +P +w, * • I +W Span,L= 40 ft t r ' r [ Modulus n of Inertia, E 29000 ksi \ \ /\A/ Moment of Inertia,I,= 843 in` \ RL I x L ORIGINAL DESIGN LOADS Full Uniform: w= 185 lb/ft Point: a(ft) I P(Ib) 1 0 289.5 Start End 2 7.5 289.5 Distributed: b(ft) I wI (lb/ft) I c(ft) I w,(Ib/ft) 3 1 4 2 5 3 6 4 7 5 8 Moment: d (ft) I M(ft-lb.) 1 2 3 NEW DESIGN LOADS Full Uniform: w= 175 lb/ft Point: a(ft) J P(Ib) 1 0 485.7 Start End 2 7.5 485.7 Distributed: b(ft) WI (Ib/ft) c(ft) I w2('bft) 3 1 4 2 5 3 6 4 7 5 8 Moment: d(ft) J M(ft-lb.) 1 2 3 2/12/202U rxlatln'rt0.wlysl+ -tepurt ENGINEERS-NORTHWEST,INC.P.S. SHEET OF 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98115 OUTPUT l✓ ORIGINAL DESIGN LOADS End Reactions: RL= 4224.7188 lbs. RR= 3754.281 lbs. - Minimum Design Web Shear: VW JAIN= 1056.18 lbs.{25%of end reaction per SJl Specifications) Maximum Moments: M(9MAx= 38093.588 ft-lb @ x= 19.7066 ft M{-)MAx= -3.75E-06 ft-lb @ x= 40 ft Point of Zero Shear: x{v=0)= 19.707 ft Maximum Deflections: -AMAx= -0.66 in @ x= 20.6785 ft +AMAX= 0 in @ x= 40 ft ARATIC= L/727 NEW DESIGN LOADS End Reactions: RL= 4380.3313 lbs. RR= 3591.069 lbs. Maximum Moments: M{{)MAx= 36845.071 ft-lb @ x= 19.4796 ft M1-)MAx= -3.59E-06 ft-lb @ x= 40 ft Point of Zero Shear: x:v=0)= 19.48 ft Note: If the location of the point of zero shear moves more than 1'-0"+/-between the original design loads and the new design loads,stress reversals could occur in the diagonal web members. If adjacent diagonal web members are not the same size,further detailed joist analysis would be required. Maximum Deflections: -Amax= -0.5 in @ x= 19.8584 ft +Amax= 0 in @ x= 40 ft ARATiO= U960 MAXIMUM STRESS RATIOS Ushear= 1.012 @ x= 7.2 ft Ube d,ne= 0.999 @ x= 7.2 ft MAXIMUM MOMENT RATIOS M(+)= 0.967 M{')= 0.957 COMMENTS: New design load for this new unit is acceptable. 2/12/2020 Exist oistAnalysisReport ENGINEERS.:NORTHWEST,IN/C.P.S. SHEET OF . 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,W .98115 I ( Shear Diagram 5000 -• 1 , , ; 1 —'7 — , ' 1 i ; . 1- . ' : : : ! • r . 1 ! ; ' 2000 .-...r I '' "...III. ;' ...t...- • I I 1 '.. I 100D .; , , ......;.....4„..... : • , i i : al " .c en r-1 C. OC $..c., :.1-1 4i r. ri: Cr O (221 , '1144 Lri N co ci ,r rii' 1.1i til *II -1000 r7/ : .-IIti IN (471 IN N 641 61 . rr! 61 m or, : 1 ; 1 I . i , I -2000 , . . . -3000 ' ! : : : ^•••,, • 1 ' ; ....,• -4090 lc tft) Moment Diagram 40000 • • , . , . ;..::- 1 - 35000 -- -H---- - ! : -;-— 4.-4. I i..4--1 : • . .i, i . : -1 1 ; ; ;.,f . !. . • ' : - • : ; .: : ; i r.. / : ; . . ' ; i , ' is• ;. i , ! . : 4 ' ;- 4 ! 30000 - ; i ' ' : ••.• ' ; : i , - ! ! ! . : ' . . • ' ; • . • ; . ' : ; ; ' `• . ! t ' ; ' : ' . • . 1 : : N. ; • . . ; . ; 25000 : • : ; . : ! ; • . ' ' , ; ; ; ' ' ! ; . . ; , , . , . s: : . • : 2 ; 4 3 ; ; : 144,.. : : . ; , ' - 4 C I : 1 : : : - : 1 - - 4 61 0 2 1 : : : • - 2 ; . , . 10000 -i• .--; ; ' : ; ! ' : . ; i . : 1 ; ; . • 5000 . , : ; i . : t . e . . I . • ! 1 . I I I I : 0 ii 1 i li iiiii ii ( ii iiiii li ; : 41 1 11 111 / 111 . .-4 e'r1 : 41 ,i5 , icr; ., -; ' cii ; •iir 14 l'.: . eri 6, 144 ' .Y.r. ; 6 , .r'-:, a:, ' C. , 41 cO , Lii: li; 66 ' ''r • • . ; • ; • I . ; . ' -5000 " ' :I_ .;__; ; • ! . . . , . . • : . . : : . , 1 ' , 2 ; 1 2 , '- x(ft) =curves for original design loads =curves for new design loads 2/12/2020 . . ExisUoIstAnahisls_Report * ** * Property of Engineers Northwest, Inc., P.S.-Use by others unlawful * * EXISTING STEEL JOIST ANALYSIS WITH NON-UNIFORM LOADS Input= I Project Number= 93085024-3 I Project Name= HVAC Replacement-AC-10 to AC-15 I Location = Costco -Tigard, OR Design By= MP INPUT 14.17 ft JOIST INFO: �10.5 ft Joist Spacing = 5 ft l Span, L= 40 ft PL �L - . 11), w 40 ft ORIGINAL DESIGN Unit Weight= 3100 lb Dead Load = 12 psf Live Load = 25 psf • Other Load = 0 psf PL Spacing = 3.67 ft Distributed Load w = 37 psf x 5 ft = 185 plf Point Load PL = (0,6 x 3100 Ib)/2 sides = 930 lb New Desi gn 9 Unit Weight= 2894 lb Dead Load = 10 psf Live Load = 25 psf Other Load = 0 psf PL Spacing = 3.67 ft Distributed Load w= 35 psf x 5 ft = 175 plf Point Load PL = (0.6 x 2894 Ib)/2 sides = 868.2 lb ENGINEERS NORTHWEST,INC,P,S. SHEET OF 9725 THIRD AVE N.E.(SUITE 207) SEATTLE,WA.98115 f' ****Property of Engineers Northwest,Inc.,P.S.-Use by others unlawful*'* EXISTING STEEL JOIST ANALYSIS WITH NON-UNIFORM LOADS Input= Project Number=93085024-3 Project Name=HVAC Replacement-AC-10 to AC-15 Location=Costco-Tigard,OR Design By=MP d • INPUT c ,� JOIST INFO: a +w2 Joist Type= +M Joist Designation= +P +wi +w Span,L= 40 ft Modulus of Elasticity,E= 29000 ksi Moment of Inertia,L= 843 in' RL RR x L ORIGINAL DESIGN LOADS Full Uniform: w= 185 Iblft Point: a(ft) I P(lb) 1 15.75 930 Start End 2 24.25 930 Distributed: b(ft) I wl (Ib/ft) ( c(ft) I W2(Ibfft) 3 1 4 2 5 3 6 4 7 5 8 Moment: d(ft) J M(ft-lb.) 1 2 3 NEW DESIGN LOADS Full Uniform: _ w= 175 lb/ft Point: a(ft) I P(lb) 1 15.75 868.2 Start End 2 24.25 868.2 Distributed: b(ft) I w1 (Ib/ft) c(ft) I w2 fib/ft) 3 1 4 2 5 3 6 4. 7 5 8 Moment: d (ft) I M(ft-lb.) 1 2 3 2/12/2020 E%ISNoiR{R,a lysIs_Repori ENGINEERS-NORTHWEST,INC.P.S. SHEET OF 9725 THIRD AVE.N.E.(SUITE 207) SEATTLE,WA.98115 OUTPUT ORIGINAL DESIGN LOADS • End Reactions: RL= 4630 lbs. RR= 4630 lbs. Minimum Design Web Shear: VW MIN= 1157.51 lbs.(25%of end reaction per SJI Specifications) Maximum Moments: M1'IMAx= 51647.5 ft-lb @ x= 20 ft M11MAx= -4.63E-06 ft-lb @ x= 40 ft Point of Zero Shear: x(v-01= 20 ft Maximum Deflections: -OMAx= -0.8 in @ x= 21.0201 ft +AMA%= 0 in @ x= 40 ft dRATIO= L/600 NEW DESIGN LOADS End Reactions: RL= 4368.2 lbs. RR= 4368.2 lbs. Maximum Moments: M(')MAx= 48674.15 ft-lb @ x= 20 ft M1'1MAx= -4.37E-06 ft-lb @ x= 40 ft Point of Zero Shear: • X(v=o)= 20 ft Note: If the location Of the point of zero shear moves more than 1'-0"+1-between the original design loads and the new design loads,stress reversals could occur in the diagonal web members. If adjacent diagonal web members are not the same size,further detailed joist analysis would be required. Maximum Deflections: -'MAx= -0.65 in @ x= 20 ft +pMA%= 0 in @ x= 40 ft RATIO= L1738 MAXIMUM STRESS RATIOS Usnear= 0.943 @ x= 0 ft Unendm0= 0.943 @ X= 0.8 ft MAXIMUM MOMENT RATIOS Mt')= 0.942 M1"1= 0.943 COMMENTS: New design load for this new unit is acceptable. 2)12/2020 ExistloistAnalysis_Report ENGINEERS-NORTHWEST,INC,P5 SHEET OF , . 9725 THIRD AVE.NI,(SUITE 207) SEATTLE,WA.98115 1.5) Shear Diagram 6000 ••:-- --•! , I t : ; i . • ' • ';'''.i:s: '' ,. ":4„. ; . ; - = ".'"••, " ; ; ' ' . : ; : ; : , , , , •••:... . : : : . . , • 2000 1 1 --1--- . . ; i ; i ; . • N e • ; . .. ' ; - .... :. I'0' 0 O. .1r. CO '0. = M v ii, : al, 1:4 : h .g: ".4 r- a. 0 ri 1.01 h 0 c re, m M ts, -2000 :. --- . ! , . i . i ; : ; • . . 4000 , . ' t-..,:„ , ...., • ...* , i ; • ! e : ; ! . . ' . . : • -6000 • -1- -—' • 1. ; • : ! x(ft) Moment Diagram ! . „ , . . . : . ; ; ; ; ; : . : • : ; , : ft f li le S'* 40000 ; 1- i-1-/- : : : 'i, ; :: ' • , ' '''' ! ,.., ; 1 I : : ! . ; . , , , ! * : : , ! !, . . / ; : : — " ' : ' ' : : : : ; : i ' ; :S30000 - - , : , . !. : : ./; ; ;; ; • V ; : ; : 1 ; I , . , , , , i i g : : : : , , ; : ; ; : I : ; ; ; ; i i : : : : : • : : : ; .•; , i 7 7-5, . , , „ • 10000 ' •, : ! ; ; !! •!---r-' 1 — ."11 . i ! • , ! %O. t.4 ! eo 7 = to' to. ' +1 ao 7. '',t" i 4) : 6.' 4) 4r 6' 43 .,,, cit5 ; tt d —4-1iM14114 ! Cl 4:1 . 04 •iii ,! 114: : °1 d ,,-.4 Ofui , i!;,-: 93 ! 0 ; Oltri vi ! kii , ciii If ri ; TI ri ; ; , 7; : •••1 IN rt+ ; : : ci : c!-I ; ' ,r : : rn r9 : er: ::!, ! ' • • ' ' ' ' • . ! ' " ' ; - ! ! : : 1 : ! ! : : : ! 1 ! -10000 x(ft) _ =curves for original design loads =curves for new design loads 2/12/2020 , ExisNoMArialysis_Flemft Em3TRUCTURAL ENGINEERS Engineers Northwest Inc.,P.S. Costco Wholesale HVAC Replacement 7855 SW Dartmouth Tigard, OR 97223 ENW Job Number: 93085024-3 Calculation Lateral Analysis •9725 Third Avenue NE.Seattle,WA 98115 • 206.525.7560.fax 206.522.6698 www.engineersnw.com Z�- C1TC Hazards by Location • Search Information , . : pia t Address: 71155 SW Oanrnouth,Tigard OR • Coordinates: 45.4341777,-122.7585227 190 ft Elevation: 190 A 1'lmestemp: 2020-02'12721:13 49.5762 Hazard Type: Wind Map dht84WAdsfiaogle ASCE 7.16 ASCE 7-10 ASCE 7-05 MRI 10-Year 67 r,ph MRI 10-Year 72 aGl: ASCE 7-05 Weld Speed 85 mein Mft125-Year • 72 pa MRI 25-Year 79 melt MR150-Year 77,rp'r MRI 50.Year 85 MRI 100-Year 82 mph MRI 100-Year 91 mcr Risk Category l . 91 nip, Risk Category I 100'n, Risk Category II 97 I#p' Risk Category II 110 r^rd Risk Category III 103 min Risk Category Iti.lV 115 sins Risk Category I V 107"Ci :.� DV rtw ft-P.. Any 1. I rc rar.,r. n :e.. rr :,.n.. ...r,.nw °,. „di ..o:. a,r. older t r . ' rly, .,odor Ill. ._ moon: imhdde vire,a,r, r, i hoof A.il rtx: rt,.rdi,...,r,f., t•_ PVu,Par,;1.,, Sosiy; Disclaimer • Ha5ard loads are interpolated front data provided in ASCE 7 and rounded up to the nearest whole integer.Per ASCE 7,islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area-in some rasps,this website will extrapolate past the last wind speed contour and therefore,provide a wind speed that is sightly higher.NOTE For queries near wind-borne debris region boundaries,the resulting delemanatton is sensitise to rounding which may affect whether or not It Is considered lobe wdhar a wind-borne debris region, Mountainous terrain,gorges,ocean promontories,and special wind regions shall bo examined for unusual wind conditions. While the information presented on this website is believed to be correct.ATC and Its sponsors and contribrams assume no responsibility or liability for its accuracy The material presented in the report should not be used or relied upon for any speGde appliralion without competent exarninalan and verifirahon of its accuracy suitandity and applicability by engineers or other licensed professionals ATC does not Intend that the use of this information replace the sound judgment of such competent professionals,having experience and knowledge In the field of practice.nor to substitute for are standard of care required of such professionals in mterve:Mg and applying the results of the report provided by this website Users of the information from this website assume all liabliry arising from such use Use of the output of this website does not finely approval by the governing budding code bodies responsible for budding code approval and lnteiyetation for the building site descnbed by latitudedongitude location in the report. _ Zl OTC Hazards by Location • Search Information Address: 7855 SW Dartrnauth.bard(7R 190R Coordinates: 45.4341777,-122 7585227 • Elevation; 190 6 Timestamp: 2020-02-12721:15:29.5352 Hazard Type: Seismic Reference Document: ASCE7-16 1_�G — Moo derCJageSoeigre Risk Category' II Site Class: D Basic Parameters Name Value Description Ss 0.865 MCER ground motion(ptsbdeD2s) St 0 395 SCEs ground motion(prrbd=l.9s) Sr.s 0.998 Site-modified spectral acceleration value Sint 'null Site.medifed spectral acceleration value S0s 0 665 Numeric seismic design value at 0.2s SA SCl 'null Numeric seismic design value at 1.Os SA See Section 114.a "'Additional Information Name Value Description • SDC 'null Seismic design category Fa 1.154 Site amellfication factor at 0.23 Fv 'null Site ampllhcatlon(actor at 1.0s CRs 0.687 Coefficient Of risk(0,25) GRt 0.867 Coefficient of risk(1 Os) PGA 0.393 MCEO peak ground acceleration Facet 1.207 Site amplification factor at PGA PGA', 0.474 Site modified peak ground acceleration TL 16 Long-period transition penad(5) • SsRT 0.865 Probabilistic Fisk-targeted ground melon(02s) Ssl1H 0.975 Factored uniform-haz anti spectral acceleration(2%probability of ascendance in 50 years) SsD 15 Factored deterministic acceleration value(0.2s) 51 RT 0.395 Probabilistic nsk.largeted ground motion(l Os) 51 UH 0.455 Fadored uniform-hazard spectral accelerator(2%probability of exrandance in 50 years) S1 D 0.6 Factored determinisfic acceleration value(1.0s) PGAd 0 5 Factored deterministic acceleration value(PGA1 'See Section 11 4.5 Disclaimer Hazard bads are provided by the U.S Geological Survey%Hemit-Deem,Well Rrruires While the information presented on Oils umbel°is believed to be correct,AFC and its sponsors and contributors assume no responsibility en liability for its accuracy The material presented in the report should not be usod or relied upon fur any speofic application without competent examination and verification of Its accuracy.suitability and applicability by engineers or Other licensed professionals.SIC does not intend that the use of this Information replace the sound Judgment of such competent professionals,having experienra and knowledge in Me Said of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by urns sebsite.Users o1 the irdonnalian from this website aeutane all liability arising from such use.Use of the output of this website does ml imply approval by the governing building code bodies responsible For building code approval and interpretalian for the building see described by lagtudellongltude location in the roped 1 I1 \ . 1 ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 9725 THIRD Ave NE,SLiTE 207,SEATTLE,WA 98115 (206)525--7560 Fax(206)522-6698 PROJECT#£`I-1)()Sw71A PROJECT C T-161Ag-C7 E OK DATE SUBJECT OVA P—EiFit MC I SHEET OF By Mt° 01' aN0 L A tT , 10 � _1 ci. Zcy.yt.1 Vv= Vt.6h (uc ) 1i�= PSF L-4 D;) I ° 5y1 ' ( ic_()A1o: (5v.(1' i2i-tit 2c.> O,w 0 t x �Z }' �= 0.(z)% O t�l k= i 6 } -,,0,-t Table 26.10-1 Velocity Pressure xposure Coefficients, 1 Kb and 1 Height above Ground level,z Exposure it on B (',D D 0-15 0-4.6 0.57(0.701" 0.85 1.03 20 6.1 0.62(0.701" 0. .08 7.6 0.66(0.70)" 0.94 1.12 9.1 0.70 0.98. .16 12.2 0.76 . 4 1.22 50 15.2 0.81 1.09 .27 60 18.0 0.85 1.13 .31 70 21.3 0.89 1.17 1.34 80 24.4 0.93 1.21 1.38 _ 90 27.4 0.96 1.24 1.40 100 30.5 0.99 1.26 1.43 120 36.6 1.04 1.31 1.48 140 42.7 1.09 1.36 1.52 • 160 48.8 1.13 1.39 1.55 180 54.9 1.17 1.43 1.58 200 61.0 1.20 1.46 1.61 250 76.2 1.28 1.53 1.68 300 91.4 1.35 . 1.59 1.73 350 106.7 1.41 1.64 1.78 400 121.9 1.47 1.69 1.82 450 137.2 132 1.73 1.86 500 152.4 1.56 1.77 1.89 'Use 0.70 in Chapter 28,Exposure B,when c<30 ft(9.1 m). Notes 1. The velocity pressure exposure coefficient K.maybe determined from the following formula: For IS ft(4.6 m)<Z<:A K.=201(z/:1021' For z< (5 ft(4.6 to) K;=2.0I(15/zr)11" 2. u and zv are tabulated in Table 26.1 1-1. 3. Linear interpolation for intermediate values of height Z is acceptable. 4. Exposure categories are defined in Section 26.7. ENGINEERS NOR rHeE S T.INC..P.s. SHEET OF 9725 THIRD AVE.N.E.(SUITE 20T1 SEATTLE,WA98115 Property of Engineers Northwest,Inc.,P.S- Use by others unlawful •- Lateral Loading on Mechanical Units Input Cells= Project Number 93085024-3 Project Name: HVAC Replacement-AC-2.AC-6,AC-17 Location: Costco-Tigard,OR Design By: MP Input Mechanical and Electncaf Component=Air-side HVAC,fans.air handlers.air conditioning units,cabinet heaters.air esVbulicn boxes,and othermechaniJ Table 13.6-1 Category=Mechanical and Electrical Components ' Risk Category= II Building Width= 434 ft 6.83 ft f Roof nheight above ground level= 5 ft 1 i—75516s(MAX)M.U. Mechanical unit operating weight= 755 lb ✓// Mechanical unit length= 6.83 ft 3.58 It Mechanical unit depth= 3.67 ft { Mechanical unit height= 3.58 ft Holdown clearance,CHo= 6 in Seismic Parameters Note: Wind direotton Sox= 0.665 is Into the page 27 ft Force inputted in= LRFD Horizontal seismic force,Fa se„r= 249.15 lb Vertical seismic force.FP.ni= 100.415 lb Vertical center of mass of mech.unit,h= 1.79 ft • See seismic loads spreadsheet for additional data 434 ft Lind ParameferS Force inputted in= LRFD Horizontal wind force,F„= 489.028 lb 3.67 ft Vertical uplift wind force,F,= 501.322 lb See wind loads spreadsheet for additional data Free DUtDVt Feerrs 3.58 ft ♦ LATERAL.LOADS AND REACTION. Ultimate(LRFD) Working(ASO) Seismic overturning moment= 446 ft-lb 312 ft-lb • Seismic uplift Q each end of unit= 0 lb 11 lb 4611/411114I4M4IIIP474I4 Seismic shear @ each side of unit= 125 lb 87 lb vT"`"-- Wind overturning moment= 875 ft-lb 525 ft-lb It MoT Wind uplift @ each end of unit= 239 lb 121 lb 5n •; trio Wind shear fl each side of unit= 245 lb 147 lb T� P 2 i Po/2 i Mechanical Un#Lateral Sass ENGINEERS NORTHWEST,ING„P S. SHEET OF 9725 THIRD AVE.N E.I5UITE 207) SEATTLE,WA 90115 �rl •••••Property of Engineers Northwest,Inc.,P.S.- Use by others unlawful` " - Lateral Loading on Mechanical Units Input Cells I Project Number: 93085024-3 I Project Name: HVAC Replacement-AC-3,AC-4 ' Location: Costco-Tigard,OR Design By: MP J In out Mechanical and Electrical Component=sir-sd.HVAG,fans,eir harden,eir conditioning unlit cabinet heaters.air d.stnbuuon bores,and otter,necbani4 Table 13.6-1 Category=Mechanical and Electrical Components Risk Category= II Building Width= 434 ft `` 7.33 fl Roof heightal above ground light= 27 ft 11 16191bs(MAX)M.U.Mechchanical unit operating weight= 1619 lb � ✓// Mechanical unit length= 7.33 ft 4.17 ft Mechanical unit depth= 8 ft • Mechanical unit height= 4.17 ft Holdown clearance,cep= 6 in Seismic Parameters Note: Wind direction Sos= 0.665 is into the page 27 ft Force inputted In= LRFD Horizontal seismic force,F „=,r= 534.27 lb Vertical seismic force,Fr. = 215327 lb Vertical center of mass of mech.unit,h= 2,065 ft See seismic loads spreadsheet for additional data 434 f1 aI Wind Parameterg Force inputted in= LRFD Horizontal wind force,F„= 611.322 lb 6 ft Vertical uplift wind force,F„= 1172.8 lb I- See wind loads spreadsheet for additional data F,." Output F„e,,, 4.17 ft LATERAL LOADS AND REACTION'. Ultimate(LRFD) Working(ASD) • Seismic overturning moment= 1114 ft-lb 780 ft-lb Seismic uplift @ each end of unit= 0 lb 0 lb A'♦OA�A�A�OM 1A Seismic shear @ each side of unit= 267 lb 187 lb t—�r-,-- Wind overturning moment= 1275 ft-lb 765 ft-lb Wind uplift @ each end of unit= 40 lb 0 lb Olin / 2", 40 Wind shear @ each side of unite 306 lb 183 lb T. C 1 Po/2 P01 2 T Mechanical list lateel Basic ENGINEERS NORTHWEST.INC,P.5 SHEET OF • 9725 THIRD AVE.N E(SUITE 297) SEATTLE.WA Sf115 Property of Engineers Northwest,Inc.,P.S.• Use by others unlawful Lateral Loading on Mechanical Units Input Cells= Project Number. 930B5024-3 Project Name: HVAC Replacement-AC-to to AC-15 Location: Costco-Tigard,OR Cosign By: MP I_L Mechanical and Electrical Component=Arc-sre HVAC tans.on handlers.air cond4iunng Ones.cabinet Sealers.air distnbution boxes,and other meciranl4 Table 13.6-1 Category=Mechanical and Electrical Components Risk Category= II Building Width= 434 ft I 9.1711 f! Roof height above ground level= 27 ft r -I 2894 lbs(MAX)M.U. Mechanical unit operating weight= 2894 lb - Mechanical unit length= 9.17 ft 4-92 ft Mechanical unit depth= 8.42 ft Mechanical unit height= 4.92 ft Holdown clearance,clm= 6 in Seismic Parameters Note: Wind direction Soy= 0.666 is into the page 27 ft Force inputted in= LRFD Horizontal seismic force.Fa narr= 955.02 lb Vertical seismic force,F ,en= 384 902 lb Vertical center of mass of mech.unit,h= 2.46 ft See seismic leads spreadsheet for additional data 434 ft Wind Parameters Force inputted in= LRFD Horizontal wind force.fa= 902,328 lb 8.42 ft Vertical uplift wind force.F,= 1544.228 lb a See wind feeds spreadsheet for additional data F„e,t Dutput Fnera 4.92 ft LATERAL LOADS AND REACTION: Ultimate(LRFD) Working(ASD) • Seismic overturning moment= 2349 ft-lb 1645 ft-lb Seismic uplift @ each end of unit= 0 lb 0 lb i / Seismic shear @ each side of unit= 478 lb 334 lb Wind overturning moment= 2220 ft-lb 1332 ft-lb I k \ • Wind uplift @each end of unit= 0 lb 0 lb cH o // cYIP Wind shear @ each side of unit= 451 lb 271 lb T. C� 1Pc12 P012 Mecharvcl Unit t.atnai Baas ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS �'( Q ''j�'j f9_725(�THIRD AVE NE,SutrE 207,SEATILE,WA 98115 (206)525-7560 FAx(206)522-6698 PROJECT# ` V �'� PROJECT C• (` +("�-'tf'�r���O O^. DATE 1./1'1-��O SUBJECT vl"," C r L'AC M CAll SHEET OF By 1\AP H VA( 1- cc RAt. WINO 'SE3( `111. . .. .. .. AC-7 , !'t .I m•-i i % I .._-4` 7 15d _.._. • (Af C ' '� C 11t) S 7smst coNimpL% / _ - f U -40 ft; - f O tbS V ibS. U f65 Set IV) S515011. CON (1-01.�_ ...... ........ Lv(t-ST CASE = 2) k 16% /11 r Ib� �. t'rti. ,1 \AI02S1 IASh `z S(-1 -ruv`) Po ;1(jE (( 1A( i.1Qf:- , • iiiriSdir' Screw Capacities Table Notes 1. Capacities based on AISI 5100 Section E4. 6. Pull-out capacity is based on the lesser of pull-out capacity in 2. When connecting materials of different steel thicknesses or sheet closest to screw tip or tension strength of screw. tensile strengths, use the lowest values. Tabulated values 7. Pull-over capacity is based on the lesser of pull-over capacity for assume two sheets of equal thickness are connected. sheet closest to screw header or tension strength of screw, 3. Capacities are based on Allowable Strength Design (ASD) and 6. Values are for pure shear or tension loads. See AISI Section E4.5 include safety factor of 3.0. for combined shear and pull-over. 4. Where multiple fasteners are used, screws are assumed to 9. Screw Shear(Pss), tension (Pts), diameter, and head diameter have a center-to-center spacing of at least 3 times the nominal are from CFSEI Tech Note (F7O1-12). diameter (d). 10.Screw shear strength is the average value, and tension strength 5. Screws are assumed to have a center-of-screw to edge-of-steel is the lowest value listed in CFSEI Tech Note (F7O1-12',. dimension of at least 1.5 times the nominal diameter(d) of the 11.Higher values for screw strength (Pss, Pts), may be obtained by screw. specifying screws from a specific manufacturer. Allowable Screw Connection Capacity(R s) #6 Screw #8 Screw #10 Screw #12 Saw x Screw -thickness Design Yield TenFti sile 1 s=643 lbs,Pts=419 ibsl (Pss=1278 lbs.Pts=586 Ibs) (Pss=1644Ibc-Pis=1158 Ibs) Ipss=2330 ,ss,Pts-2325 its) (Pss=3048Ibs,Pts--3201 ibs) (Mils) Thickness itsi) owl 0.138"din.0.272"Head I 0.164'daa..0u72"Head 0.19r dia.0.34l Heed 0.215"dia.0.340"Head 0.250'dia,O.409"Head Shear Pull-Out Pull-Oven Shear Pull-Out.PultOveiOver Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over '8 3 0128 :3 33 -, 4 54 i 49, 29 3< 1 52 .r 45 55 -2 105 53 44 12' 27 0.0283 33 33 82 37 117 ) 39 43 127 1 96 50 159 102 57 159 110 85 191 39 0 3312 3.3 33 :5 '4C 1 3 45 140 ,. •1 55 175 118 62 175 127 73 21' 33 0 0346 33 45 151 140 154 7.2 195 �—7 T�y 265 188 95 • 265 2r)! 11r3 315 43 3:1451 .3 45 214 - '40 244 5.4 '+5 263 345 25C 124 345 302 144 415 54 0 0566 33 45 214 100 140 344 118 195 370 137 386 394 159 433 424 18C 521 58 3.C7.5 ".3 45 21t 125 '40 425 '49 95 523 173 186 551 199 545 500 227 658 97 C 1017 33 45 214 140 140 426 -195 195 548 246 386 777 2& 775 1,016 324 939 118 242 33 45 214 14C 143 429 195 195 548 301 .86 717 342 775 '019 3548 1.367 54 00565 50 65 214 140 143 ' 426 171 1955 534 195 386 569 225 625 613 261 /52 h 717 53 65 21t '4C '43 ) 425 195 '95 548 249 186 777 284 775 563 328 948 97 01017 50 55 214 140 143 I 426 135 195 548 356 386 777 405 775 1.015 468 1067 11C 1242 53 65 214 '4 143 425 "95 "95 548 :al 86 �77 494 775 '015 572 1.9-� 0 • SNOW LOADS • bC6,1 General • :all- :• "4: • :^ e: .1 16CS.2 xrcalors Af...-.C.E 7. :ECS.2.1 ASCE a.Sea'cal 7.1. laie.S.2_2 ASCE a.$6.!c-..c.-1 71. : Ex:to,a.art'ara_az a-a :a::z.a:s—:a: - laELE 71 OROJraf.a sNL"..iv 1.0.41; 1 ' RE.313N Naav- '::_nss 3•:.` ,?"?..17? LS F..asta:a V:_rta-a • I j.aa a:: E aas::r taw,Sasaa:aa SP.3-- 1 • WU..?ASCE 7.Sec-.:cal 73.4. a-: •77"! 7- 1 az: ?: -a-s:-s a-s:a 4 7 :a: :a.za:a ats 44 :111.14i ; -1EZ • -a:-: ,.Uf.;-6 4ASCE 7.4. . ,ces 2 5 ASCE 7,Etke7,c41 7.1.0 2E . ; 77?:-a: - :‘:-e c-a -afa 7.e:S: e::_--_ 7?- a:e :: . r. aor -a.: • i7r375rz_si...7r`ais'92'a::.s: s s'?.^.r_'"a_s GRCUNOSNOW A:JdSTMENT LO. OS ;csE per feat of eteva: aai^;� ar Is _._._ . 'ra - _._ _ ._._ _` _ _. .__ _ e = ._._ _ _ , .ca_ _a_. a;Tz ,..aa..-. ..rS r.:< _,. Y ,f'q z .__a m. a - - a.G Oregon Snow Loading • The design ground snow of any location in the state of Oregon may be determined by entering the latitude and longitude of your site into the boxes below. The tool provides the design ground snow load (pg in ASCE7*) for your site. The design ground snow load values can also be viewed on the online map. Users are strongly recommended to review the Map Usage Notes. Ground snow loads are very sensitive to geographic location, and particularly sensitive to elevation. It is recommended that the latitude and longitude values be entered with a precision of 0.001 (about 105 yards). ASCE Standard(ASCE/SEI 7-10)Minimum Design Loads for Buildings and Other Structures published by the American Society of Civil Engineers. Latitude - Longitude Lookup Results Latitude: 45.4341777 Longitude: -122.7585227 Snow Load: 10.0 psf Modeled Elevation: 206 ft Site Elevation versus Modeled Grid Elevation Site elevation refers to the elevation (above sea level, in feet) of the location for which the snow load is required. The modeled grid elevation is the average elevation of the 4 km (about 2-1/2 miles) grid cell that was used in the snow load modeling. In relatively flat terrain, the two elevations will likely be the same or very similar. In sloped or mountainous terrain, the two elevations may be quite different. The design ground snow load may be underreported for some locations where the site elevation is higher than the modeled grid elevation. Consult the Map Usage Notes if your site elevation is more than 100 ft. above the modeled grid elevation shown, or if your site is at or near the top of a hill. Oregon Design Ground Snow Load Look Up Results It is important that the user of this tool understand the principals and limitations of the modeling used to create it. Ground snow loads can vary dramatically over short distances due to changes in precipitation and elevation. It is critical to use good engineering judgment when interpreting and using the results reported by this tool. The user is recommended to review the online map, to gain a better understanding of the variations and range of magnitudes of the ground snow loads in the vicinity of the site location. In remote regions at high elevation, reliable snow data was not available during the creation of the map. A site-specific case study is required to determine the design ground snow load in these areas. The ground snow load values on the map are based on extrapolation, and are not recommended for design. See the Map Usage Notes for the regions that require a site-specific case study. it is recommended that the local building official having jurisdiction at the site be consulted for minimum design ground snow or roof snow loads. The reported design ground snow loads must be adjusted as required by Chapter 7 of ASCE7* for site exposure, roof slope, roof configuration, etc. Only the properly adjusted loads can be used to design roof structural elements. Oregon requires a minimum roof snow load of 20 psf (pm in ASCE7*) for all roofs, plus a 5 psf rain-on-snow surcharge for many - roof types, resulting in a 25 psf minimum roof design load for most roofs. See the Map Usage Notes or Snow Load Analysis for Oregon, Part II for further information. ASCE Standard(ASCE/5EI 7-10)Minimum Design Loads for Buildings and Other Structures published by the American Society of Civil Engineers. ©Copyright 2010-2013 seao.org All rights reserved. Unit Rating Cn7 2425 South Yukon Ave-Tulsa.Oklahoma 74107-2728-Ph.(918)583-2266 Fax(918)583-6094 AAONEcat32 Ver.4.287(SN:7522416-) w ❑ 6 m 5 6 m a N Nm N LO P b �p �p CO CO t0 t� W QI � ..n .Ni .°.� pn ti .i°n � .nn m T. N N N RQ - 003 - 3 -V- CA01 - 212 : 5000 - 00B-QKC - 00A-D00A0B5 - 00 - 00000000X • Tag:AC-6 (Values do not account for changes described in SPA) Job Information Unit Information �{'}gg�'` �T y ( **WEIGHT AND PERFORMANCE DO NOT INCLUDE SPA Job Name: Costco-Tigard, O R wr p�I (EDApprox.Op./Ship Weights: 756/ 756 lbs.(±5%) Job Number: #111 ��� �!!!�rr ! L.. Supply CFM/ESP: 960/0.3 in.wg. Site Altitude: 20 ft Pre-Filter FV/Qty: 108.00 fpm /4 Refrigerant R-410A 6'"U R 6 2020 Final Filter FV I Qty: 172.80 fpm/2 �g� Ambient Temperature: 91.2°FDB/82°F WB CM Y V ��Grtc�l1-y_Feturn Temperature: 75 FDB/62.5°FWB Static Pressure j3UILOING DIVISION External: 0.30 in.wg. Economizer: 0.08 in.wg. Evaporator: 0.06 in.wg. Heating: 0.11 in.wg. Filters Clean: 0.07 in.wg. Cabinet: 0.02 in.wg. Dirt Allowance 0.35 in.wg. Total: 0.99 in.wg. Cooling Section Heating Section Gross Net PreHeat Type: Std(No Preheat) Total Capacity: 32.47 31.50 MBH Sensible Capacity: 23.89 22.92 MBH Heating Type: Nat. Gas Heat p �' Heating CFM: 960 Latent Capacity: 8.58 MBH Total Capacity: 48.6 MBH Mixed Air Temp: 75.00°FDB 62.50°F WB OA Temp: 24.0 DB/23.0°F YLB Entering Air Temp: 75.00°FDB 62.50°F WB RA Temp: 75.0°FDB/62.0 °F TIT Lv Air Temp(Coil): 51.69°FDB 50.16 F WB Entering Air Temp: 75.0°FDB/62.0 F WB Lv Air Temp(Unit) 52.61 °FDB 50.56°F WB Leaving Air Temp: 121.9°FDB/ 76.1 °F WB Supply Air Fan: 1 x RQ185D60-VFD @ 0.30 BHP Input: 60.0 MBH SA Fan RPM/Width: 1209/ 1.750" Heater Qty(Hi/Low): I Evaporator Coil: 5.3 ft°/2 Rows/14 FPI Consumption: 60.0 MBH . Evaporator Face Velocity: 182.9 fpm Operation: N/A Total Turndown Ratio: 1.4:1 Rating Information Cooling Capacity(MBH): 34.0 Cooling SEER: 14.2 Cooling EER: 12.1 Rated in accordance with AHRI 210/240 Application EER @ Op.Conditions: 10.9 Electrical Data Rating: 460/3/60 Minimum Circuit Amp: 10 Unit FLA: 9 Maximum Overcurrent: 15 Qty HP VAC Phase RPM FLA RLA Compressor 1: 1 460 3 5.8 Condenser Fans: 1 0.167 460 1 830 0.8 Supply Fan: 1 1.00 460 3 1760 2.1 Combustion: 1 0.09 460 1 3000 0.7 • Cabinet Sound Power Levels* Octave Bands: 63 125 250 500 1000 2000 4000 8000 Discharge LW(dB): 74 75 75 70 64 62 58 52 Return LW(dB): 72 73 66 58 58 55 47 40 `Sound power levels are given for informational purposes only.The sound levels are not guaranteed. Date Created/Modified:1/27/2020 6:37:21 AM Using Ver 4.237 (OSN#0123456) Date Printed:1127/2020 6:37:34 AM Unit Submittal 40,11. 2425 South Yukon Ave-Tulsa,Oklahoma 74107-2728-Ph.(918)583-2266 Fax(918)583-6094 AAONEcat32 Ver.4.287(SN:7522416-) 6 9 O O c ,T, n cdo ,a Uo , m ae o ' 'n co m m o c, ry cmi RQ- 003 - 3 -V- CA01 - 212 : 5000 - 00B - QKC - 00A- D00A0B5 - 00 - 00000000X • Tag:AC-6 Job Name: Cos/co-Tigard,Or Unit Submittal For: Johnson Barron Job Number: #Ill Unit Submittal Date: January 27,2020 Base Option Description R Series Roof Top Unit QGeneration Tenth Generation 003 Unit Size Three 3 Voltage 460V/30/60Hz V Interior Protection Vertical Discharge and Return _.. C Refrigerant Style R•410A-Standard Efficiency _A Unit Configuration Air-Cooled Cond.+Std Evap.Coil 0 Coil Coating Standard - 1 Cooling/Heat Pump Staging 1 Stage 2 Heating Type Natural Gas Aluminized 1 Heating Designation Heat 1-60 MBtuh 2 Heating Staging 2 Stage Feature Option Description 5 1A. RA/OA Section 100%Return Air(No 0/A Opening) 0 1B. RA/EA Blower Configuration Standard-None 0 1C. RA/EA Blower I Standard-None • 0 . 1D. RAJEA Blower Motor Standard-None _ 0 2. OA Control Standard-None 0 3. Heat Options Standard _ - B _ 4. Maintenance Options 115V Convenience Outlet-Factory Wired Q5A. SA Blower Configuration 1 Blower+Inverter Rated 3 Phase Motor+VFD K 5B. SA Blower 19"Direct Drive Backward Curved Plenum-60%Width C 5C. SA Motor 1HP1760 rpm C 6A. Pre Filter Type Lint Screen Pre Filter 0 6B. Unit Filter Type _2"Pleated-MERV 8 A 6C. Filter Options Clogged Filter Switch D 7. Refrigeration Control Adjustable Comp.Lock Out 0 8. Refrigeration Options Standard 0 9. Refrigeration Accessories Standard A 10. Power Options Non-fused Disconnect Power Switch•100 Amps _ 0 11. Safety Options Standard _.... B 12. Controls Phase&Brown Out Protection _ 5 13. Special Controls Field Installed DDC Controls by Others+Isolation Relays 0 14A. Preheat Configuration -Standard-None 0 14B. Preheat Sizing Standard-None 0 15. Glycol Percent _ Water or No WSHP 0 16. Interior Cabinet Options Standard-Double Wall+R-13 Foam Insulation+Stainless Steel Drain Pan - 0 17. Exterior Cabinet Options Standard 0 18. Customer Code Standard _ 0 19. Code Options Standard-ETL U.S.A.Listing • 0 20. Crating Standard __...-. 0 21. Water-Cooled Cond. Standard-None 0 22. Control Vendors Standard X 23, Type Special Price Authorization+AAON Gray Paint Date Created/Modified:1/27/2020 8:37121 AM Using Ver 4.287 (O8N#0123458) Date Printed:1/27:2020 6:37:34 AM Control Terminals 2425 South Yukon Ave-Tulsa,Oklahoma 74107-2728-Ph.(918)583-2266 Fax(918)583-6094 AAONEcat32 Ver.4.287(SN:7622416-) RQ- 003 - 3 —V— CA01 - 212 : 5000 - 00B— QKC — 00A—D00A0B5 - 00 - 00000000X - Tag:AC-6 Job Name: Costco- Tigard, Or For: Johnson Barrow Job Number: #III Date: January 27, 2020 Terminals Available/Required for Controlling the Unit Terminal Description [R] 24VAC Control Voltage [E] Common _ [G] Supply Fan Enable+Isolation Relay [Y11 Cooling Stage 1 Enable+Isolation Relay [W 1] Heating Stage 1 Enable+Isolation Relay [W2] Heating Stage 2 Enable+Isolation Relay [S1-] & [S2+] Supply Fan 1-w/1 VFD:Signal(0-10VDC) VFD frequency reference signal control point must handle a rated 20k ohm input impedance. [Cl] & [C21 _ Clogged Filter Switch [PBO11 & [PBO21 Phase&Brown Out Terminations Found On VFD Supply Fan VFD J1000:std 1-2HP VFD Upgrade I-51IP to VI000 by SPA for run status [AM] & [AC] Current Feedback(0-10VDC=0-100%) _ [MA] & [MC] Fault Status(NC, 250VAC/30VDC, 1A) • Date Created/Modified:1/27/2020 6:37:21 AM Using Ver 4.287 (08Na 0123456) Dab Printed:1/27/2020 6:37:34 AM RQ CABINET STANDARD VERTICAL WITH 100% RETURN AR N 1 — 6 TON CLEARANCES *CLEARANCE IS MEASURED LOCATION .UNIT SIZE o FROM THE END OF THE 1-6 TON OUTSIDE MR RAIN HOOD OUTIDE AIR (BSACK) 36* ROC(FRONT) 36 LEFT SIDE VIEW LEFT SIDE 24 RIGHT SIDE 4:I — TOP UNOBSTRUCTED COIL SUPPLY BLOWER ACCESS 0ii f�• • 481 '_ --- I+r • LOW W1lTAOE i II /00i 00 02T Fop YGLTEE 5 �/ 1 q 1 G II • / LIFTING LUG-/ 5 '`1 (, /)GAS ENTRY / (4 CORNERS) - 33 - -f 1 E5 3 ¢1 INCH MPT STAINLESS CONDENSATE CONNECTION. "P" TRAP FURNISHED - BY MANUFACTURER FOR DRAIN DETAL A CONNECTION. 4 t TOP VIEW SEE DETAIL / \ " x;' FORMED UPI �' • / \\ 36 SUPPLY JXL IRa�UM �" FOR TXE � �' SUPPLY/RETURN AIR ANC _ ___� ' ELEC ENTRY OPENIN� Ba 73 I ___c____ .� ' ,g _ _ SEE DETAIL /A p A' DETA�L o t o t:. 38: 9 6a FRONT VIEW RIGHT SIDE VIEW r 44 82 •'"` am... FILTER II COIL POWER - SWITCH 50)6 CONTROLS AND l HEATERACCESS VWCOMPRESSOR .__-°_ 1.1 ACCESS 4P' .' 4 _ 117;12 -IMMIIIMII.-111 :� FLUE OUTLET / I 3� SUPPLY RETURN - (GAS HEAT ONLY) 011GAS ENTRY ' t 784 COMBUSTION AIR INLETS 2 �'4 LIFTING LUG ROIDE BASE RAIL (GAS HEAT ONLY) 8 - (4 CORNERS) B2 t 4Q1 f L OUTSIDE BASE RAIL INSIDE BASE RAIL 434 - OUTSIDE BASE RAL RQ-00046 REV:® 04/19/16 AAS NOTE: ALL DIMENSIONS ARE IN INCHES RC) CAB NET CAA101 VERTICAL AIR COOLED CONDENSING UN T RQ-003-3-V-CA01 -212:5000-0OB-QKC-COA-DODAOB5-00-00000000X Front Left Bock Left Corner: Corner: 159 lbs I 185 lbs 44"— F ie SUPPLY 4111, §'I +Y IV% Front Right D+X Bock Right Corner: Corner: 221 lbs 0" 82" 1 lbs CGx: 37.9" CGy: 19.9" Total Weight: 756 lbs (±5%) Disclaimer: This weight estimate does not account for any SPAs. d4 Q �� Unit Rating 2425 South Yukon Ave-Tulsa,Oklahoma 74107-2728-Ph.(918)583-2266 Fax(918)583-6094 AAONEcat32 Ver.4.287(SN:7522416-) 1 [vJ C � r RI P = .,i .�i , 29. .m+ N N CI N RN- 009 - 3 - 0 - CA02 - 2F2 : A000 -E0B-DCD - 00A-D00A0B5 - 00 - 00000000X • Tag:AC-4 TIRE SALES & Food court (Values do not account for changes described in SPA) Job Information Unit Information *"'WEIGHT AND PERFORMANCE DO NOT INCLUDE SPA Job Name: Costco-Tigard,Or Approx.Op./Ship Weights: 1619/1619 lbs.(±5%) Job Number: #111 Supply CFM/ESP: 3000/0.5 in.wg. Site Altitude: 20 ft Pre-Filter FV/Qty: 216.00 fpm /4 Refrigerant R-410A Final Filter FV/Qty: 216.00 fpm /4 Outside CFM: 500 Ambient Temperature: 91°FDB/ 74°F WB Return Temperature: 79.4°FDB/67.6°F WB Static Pressure External: 0.50 in.wg. Economizer: 0.11 in. wg. Evaporator: 0.07 in. wg. Heating: 0.02 in. wg. Filters Clean: 0.09 in. wg. Cabinet: 0.06 in. wg. Dirt Allowance 0.35 in.wg. Total: 1.20 in. wg. Cooling Section Heating Section Gross Net PreHeat Type: Std(No Preheat) Total Capacity: 100.28 97.24 MBH Sensible Capacity: 68.62 65.58 MBH Heating Type: Nat. Gas Heat Latent Capacity: 31.66 MBH Heating CFM: 2400 Mixed Air Temp: 81.33°FDB 68.73°F WB Total Capacity: 156.0 MBH Entering Air Temp: 81.33 FDB 68.73°F WB OA Temp: 24.0 FDB/23.0°F FWB RA Temp: 75.0 FDB/62.0°F BIB Lv Air Temp(Coil): 59.65°FDB 57.89°F WB Entering Air Temp: 64.4°FDB/55.8 F WB - Lv Air Temp(Unit) 60.58°FDB 58.24°F WB Leaving Air Temp: 124.6°F DB/ 75.2°F WB Supply Air Fan: 1 x RN185 @ 1.03 BHP Input: 195.0 MBH SA Fan RPM/Width: 1446/4.140" Heater Qty: I . Evaporator Coil: 14.6 ft'/2 Rows/ 14 FPI Consumption: 195.0 MBH Evaporator Face Velocity: 205.7 fpm Total Turndown Ratio: 1.4:1 Rating Information Cooling Capacity(MBH): 95.0 Cooling EER: 12.1 Cooling IEER: 13.9 Rated in accordance with AHRI 340/360 Application EER @ Op. Conditions: 12.1 Electrical Data Rating: 460/3/60 Minimum Circuit Amp: 20 Unit FLA: 18 Maximum Overcurrent: 25 Qty HP VAC Phase RPM FLA RLA Compressor 1: 2 460 3 6.2 Condenser Fans: 2 0.33 460 1 1080 1.1 Supply Fan: 1 2.00 460 3 1760 3.4 Combustion: 1 0.09 460 1 3010 0.7 - Cabinet Sound Power Levels* Octave Bands: 63 125 250 500 1000 2000 4000 8000 Discharge LW(dB): 82 82 83 78 71 69 66 59 - Return LW(dB): 78 75 74 66 64 60 53 43 *Sound power levels are given for informational purposes only.The sound levels are not guaranteed. Date Created/Modified:1/27/2020 6:37:21 AM Using Ver 4.287 (OSN#0123456) Date Printed:1/27/2020 6:37:39 AM 1111 Unit Submittal 1 2425 South Yukon Ave-Tulsa,Oklahoma 74107-2728-Ph.(918)583-2266 Fax(918)583-6094 AAONEcat32 Ver.4.287(SN:7522416-) C wN U. A 6 m 6 UC w N M T u"+ �+ � � ,-, 0 -.11 --. .r �'r � " Qp ti °,9. N RN- 009 - 3 - 0 - CA02 - 2F2 : A000 -EOB-DCD - COA-DOOAOB5 - 00 - 00000000X • Tag:AC-4 TIRE SALES&Food court Job Name: Costco-Tigard,Or Unit Submittal For: Johnson Barrow Job Number: #111 Unit Submittal Date: January 27,2020 Base Option Description R Series Roof Top Unit N Generation Ninth Generation 009 Unit Size Nine 3 Voltage 460V/30/60Hz 0 Interior Protection Standard C Refrigerant Style R-410A-Standard Efficiency A Unit Configuration I Air-Cooled Cond.+StdEvap.Coil __.. 0 Coil Coating Standard 2 Cooling/Heat Pump Staging 2 Stage 2 Heating Type Natural Gas Aluminized F Heating Designation _ Heat F-195 MBtuh 2 Heating Staging 2 Stage I Feature Option Description A 1A. RA/OA Section Economizer 0 1B. RA/EA Blower Configuration Standard-None 0 1C. RA/EA Blower Standard-None • 0 1D. RA/EA Blower Motor Standard.None E 2. OA Control DDC Actuator 0 3. Heat Options Standard • B 4. Maintenance Options 115V Convenience Outlet-Factory Wired. D 5A. SA Blower Configuration 1 Blower+Premium Efficiency Motor+1 VFD. C 5B. SA Blower 18.5"Direct Drive Backward Curved Plenum D 5C. SA Motor 2.0 hp-1760 rpm._.. _. C 6A. Pre Filter Type Lint Screen Pre Filter 0 6B. Unit Filter Type 2"Pleated-30%Eff A 6C. Filter Options _ Clogged Filter Switch D 7. Refrigeration Control Adjustable Comp.Lock Out 0 8. Refrigeration Options Standard 0 1 9. Refrigeration Accessories _ Standard A 10. Power Options Non-fused Disconnect Power Switch-100 Amps • 0 i 11. Safety Options Standard• B 12. Controls Phase&Brown Out Protection _ 5 13. Special Controls Field Installed DDC Controls by Others+Isolation Relays 0 14A. Outside Air Configuration Standard-None 0 14B. Preheat Sizing Standard-None 0 15. Glycol Percent Water or No WSHP 0 16. Interior Cabinet Options Standard•Double Wall+R-13 Foam Insulation+Stainless Steel Drain Pan _ 0 17. Exterior Cabinet Options Standard 0 18. Customer Code Standard 0 _ 19. Code Options Standard-ETL U.S.A.Listing - 0 20. Crating Standard 0 21. Water-Cooled Cond. Standard•None 0 22. Control Vendors Standard X 23. Type Special Price Authorization+AAON Gray Paint Date Created/Modified:1/27/2020 6:37:21 AM Using Ver 4.287 (OSN#0123458) Date Printed:1/27/2020 8:37:39 AM Control Terminals 01 t') 2425 South Yukon Ave-Tulsa,Oklahoma 74107-2728-Ph.(918)583-2266 Fax(918)583-6094 AAONEoat32 Ver.4.287(SN:7522416-) Cr 9, V, q N c a 6 vVi a s x- w a, 2 .2 1 2 a 2 2. ELT; h RN- 009 - 3 - 0 - CA02 - 2F2 : A000 -EOB -DCD - COA-DOOAOB5 - 00 - 00000000X • Tag:AC-4 TIRE SALES & Food court Job Name: Costco- Tigard, Or For: Johnson Barrow Job Number: #111 Date: January 27, 2020 • Terminals Available/Required for Controlling the Unit Terminal Description [R] 24VAC Control Voltage [E] Common [G] Supply Fan Enable+Isolation Relay [Y1] Cooling Stage 1 Enable+Isolation Relay [Y2] Cooling Stage 2 Enable+Isolation Relay [W l] Heating Stage 1 Enable+Isolation Relay [W2] Heating Stage 2 Enable+Isolation Relay [EC1-] & [EC2+] Economizer Signal(2-10VDC) [Sl-] & [S2+] Supply Fan 1 -w/ 1 VFD:Signal(0-1OVDC) VFD frequency reference signal control point must handle a rated 20k ohm input impedance. [Cl] & [C2] Clogged Filter Switch IPB011 & [PB021 Phase&Brown Out Terminations Found On VFD(s) Supply Fan VFD(s) J1000:std 1-5HP VFD Upgrade J1000 to V1000 by SPA for run status [AM] & [AC] Current Feedback(0-10VDC=0-100%) [MA1 & [MC1 Fault Status(NC,250VAC/30VDC, 1A) Date Created/Modified:1/27/2020 6:37:21 AM Using Ver 4.287 (OSN#0123456) Date Printed:1/27/2020 6:37:39 AM CANE— TH pip RN SERIES AN_ o - C ECOUVOMIMER — Q=15 TON • CLEARANCES • =UNIT SIZE P �— \ ®�ApO�� 9-15 TON / / / FORMED UP OUTSIDE AIR 48I ( (BACK) / HIGH VOLT CONTROLS SIDE r ENTRY Ii (FRONT) 4<.r I11 c) LOW VOLT ) LEFT SIDE 8e ENTRY / I RIGHT SIDE 61�®/ GAS ENTRY / I RAISE MINIMUM FOR THE aii® RETURN AIR AND ELEC TOP UNOBSTRUCTED \ u= / ENTRY OPENINGS. / N. ®ETAOL A DETAOL 8 NUMBER OF CONDENSER FANS 9&19TON a 1FAN 13 dL 15 TON e 2 FANS TOP VIEW r688 elk SEE OETWL— VO SEE DETAIL FORMED UP - I -� r- FTI �\^IIJY }jII r r i III I ` J 1 S�TPLY 36 I I 1 I RAISE MINIMUM FOR THE 50y I / ,♦ u 11 I REj`RN 441 t / ♦ rT SUPPLY aR OPENING I /r ‘♦ I I �I 11 'X SEE DETAIL I / ♦ r I (1��}� I� C ..A.. I �� 11/1 l i 1 Ia DE u A L� I I I 9 I �L__ ) f I t78 L_ LJJ -.4- 141 -.-24i1 301—w-- 13,3 f FRONT VIEW RIGHT SIDE VIEW 954 884 22i 373 58g SUPPLY call FILTER BLOWER ECON III CONTROLS AMO HEATER FR S �''��,^� I CCE�S�S�y \\ ACCESS KCONDENSER111111\1111 POWER SCOTERBLOWACCESS COVER COIL ACCESS 47SD$ OUTSIDE aR -tl01'S5G��AS ENTR1 Co00Erv5ERi1..�IlICIII 2Z5 ESSO- I COIL ACCESS it i v 24 III II III FLUE OUTLET _ - ' —'�- (GAS HEAT ONLY) . � i �a� M. i � ' 11 9 SUPPLY a CO49USTiCN R INLETS y 48 (GAS HEAT ONLY) 114 4 ® 41}f 55=1 IN9OE GGGASDE VA y BASE HP1L5 BASE RAILS 58 87 I"MPT STAINLESS CONDENSATE CONNECTION. "P" TRAP FURNISHED BY MANUFACTURER FOR ORAN RN9-00002 REV:8 08/30/1I JRL CONNECTION. NOTE: ALL DIMENSIONS ARE IN INCHES 3NB CABINET A�41o�� ° COOLED CONDENSING Qo� �o���o c�oo�oENSoNc� UNIT �� RN-009-3-0-CA02-2F2:A000-EOR-DCD-00A-D00AOB5-00-00000000X • 4111",Front Left 01111i ' Back Left Corner: Corner: 426 lbs 568 lbs It""IWO 59"_ r--rTi It f . / I \ f \ / 1 \ / o \ i t l 1 Co SUPPLY I \ / = '/ uu L i RETURN re \ 1 1 \ w / f t a / \ 1 / \ in I 0 It o I I 1 —_ J 1_1 L_ uu Rock Right Front Right D+x Corner: Corner: I 268 lbs 358 lbs C 88,. CGx: 37.7" CGy: 36.1" Total Weight: 1619 lbs (+5%) Disclaimer: This weight estimate does not account for ony SPAs. Unit Rating • Cn _..-- 2425 South Yukon Ave-Tulsa,Oklahoma 74107-2728-Ph.(918)583.2266 Fax(918)583-6094 AAONErat32 Ver.4.287(SN:7522416-) RN- 025 - 3 - 0 -EB09 - 284 : A000 - EOB-DEH - COA- OHFAOB4 - 00 - 00000000X • Tag:AC-10,11,12, 14, 15 MAIN SALES-Reheat (Values do not account for changes described in SPA) Job Information Unit Information *"WEIGHT AND PERFORMANCE DO NOT INCLUDE SPA Job Name: Costco-Tigard,Or Approx.Op./Ship Weights: 2894/2894 lbs. (+5%) Job Number: #111 Supply CFM/ESP: 10000/0.3 in.wg. Site Altitude: 20 ft Pre-Filter FV/Qty: 480.00[pm/6 Refrigerant R-410A Final Filter FV/Qty: 480.00[pm/6 Outside CFM: 1300 Ambient Temperature: 91.2°FDB /67.5°F WB Return Temperature: 79°FDB/ 66°F WB Static Pressure External: 0.30 in.wg. Economizer: 0.26 in.wg. Evaporator: 0.69 in.wg. Heating: 0.46 in.wg. Filters Clean: 0.31 in. wg. Cabinet: 0.22 in.wg. Dirt Allowance 0.2 in.wg. Re-Heat Coil: 0.12 in.wg. Total: 2.57 in.wg. Cooling Section Heating Section Gross Net PreHeat Type: Std(No Preheat) Total Capacity: 328.55 308.36 MBH Heating Type: Nat. Gas Heat Sensible Capacity: 264.37 244.18 MBH Heating CFM: 9000 Latent Capacity: 64.17 MBH Total Capacity: 328.1 MBH Mixed Air Temp: 80.59°FDB 66.20°F WB OA Temp: 24.0°FDB/23.0°FWB Entering Air Temp: 80.59°FDB 66.20°F WB RA Temp: 75.0°FDB/62.0°F WB Lv Air Temp(Coil): 55.58°FDB 55.04°F WB Entering Air Temp: 67.6 FDB/57.8°F WB Lv Air Temp(Unit) 57.43°FDB 55.78°F WB Leaving Air Temp: 101.4 FDB/69.2°F WB Digital Comp.Capacity Ratio: 100% Input: 405.0 MBH Supply Air Fan: 1 x 270 @ 7.27 BHP Heater Qty: 1 • SA Fan RPM/Width: 1318/6.130" Consumption: 405.0 MBH Evaporator Coil: 19.9 ftr/6 Rows/12FPI Total Turndown Ratio: 4.3:1 Evaporator Face Velocity: 503.5 fpm Re-Heat Coil: Capacity: 156MBH LA DB/ WB: 70.00°F/60.53°F RH: 58% Rating Information Cooling Capacity(MBH): 290.0 Cooling EER: 11.7 Cooling IEER: 12.7 Rated in accordance with AHRI 340/360 Application EER @ Op. Conditions: 10.6 Electrical Data Rating: 460/3/60 Minimum Circuit Amp: 61 Unit FLA: 57 Maximum Overcurrent: 70 Qty HP VAC Phase RPM FLA RLA - Compressor 1: 1 460 3 18.6 Compressor 2: 1 460 3 18.6 Condenser Fans: 3 0.75 460 3 1080 1.8 Supply Fan: 1 10.00 460 3 1760 14.0 Combustion: 2 0.25 460 1 3210 0.9 Cabinet Sound Power Levels* Octave Bands: 63 125 250 500 1000 2000 4000 8000 Discharge LW(dB): 91 89 93 95 90 86 82 78 Return LW(dB): 78 78 76 70 72 67 60 53 *Sound power levels are given for informational purposes only.The sound levels are not guaranteed. Date Created/Modified:1/27/2020 8:37:21 AM Using Ver 4.287 (OSN#0123458) Date Printed:1/27/2020 8:37:43 AM Unit Submittal , ls] 2425 South Yukon Ave-Tulsa,Oklahoma 74107-2728-Ph.(913)5B3-2266 Fax(918)583.6094 AAONEcat32 Ver.4.287(SN:7522416-) . 6 9 9 A N Y T C fO JU 6O C0 CD [- 0, O] O y N a o ',el .ny w ti o 7N N cc RN- 025 - 3 - 0 - EB09 - 284 : A000 -EOB -DEH - COA- OHFAOB4 - 00 - 00000000X • Tag:AC-10,11,12, 14, 15 MAIN SALES-Reheat Job Name: Costco-Tigard,Or Unit Submittal For: Johnson Barrow Job Number: #lll Unit Submittal Date: January 27,2020 Base Option Description R Series Roof Top Unit N Generation Ninth Generation 025 Unit Size Twenty Five 3 Voltage 460V/30/60Hz 0 Interior Protection Standard E Refrigerant Style R-410A Variable Capacity Scroll Compressor(VCC) B Unit Configuration Air-Cooled Cond.+6 Row Evap.Coil 0 Coil Coating _ _Standard 9 Cooling/Heat Pump Staging Modulating•1 VCC+1 On/Off Comp. 2 Heating Type Natural Gas Aluminized 8 Heating Designation Heat 8-405 MBtuh 4 Heating Staging 4 Stage 'Feature Option Description A 1A. RA/OA Section Economizer 0 1B. RAfEA Blower Configuration Standard-None 0 1C. RAfEA Blower 1 Standard-None 0 1D. RA EA Blower Motor Standard-None E 2. OA Control DDC Actuator 0 3. Heat Options Standard B 4. Maintenance Options 115V Convenience Outlet-Factory Wired D 5A. SA Blower Configuration 1 Blower+Premium Efficiency Motor+1 VFD E 5B. SA Blower 27"Direct Drive Backward Curved Plenum H 5C. SA Motor 10 hp-1760 rpm C 6A. Pre Filter Type Lint Screen Pre Filter 0 6B. Unit Filter Type 2"Pleated-30%Eff ' A 6C. Filter Options Clogged Filter Switch 0 7. Refrigeration Control Standard-Fixed 55°F Comp.Cooling Lock Out H 8. Refrigeration Options HGB Lag+MHGR F 9. Refrigeration Accessories VFD Condenser Fan-Head Pressure Control A 10. Power Options Non-fused Disconnect Power Switch-100 Amps 0 11. Safety Options Standard B 12. Controls Phase&Brown Out Protection 4 13. Special Controls Field Installed DDC Controls by Others 0 14A. Outside Air Configuration Standard-None 0 14B. Preheat Sizing_ Standard-None • 0 15. Glycol Percent Water or No WSHP 0 16. Interior Cabinet Options Standard-Double Wall+R-13 Foam Insulation+Stainless Steel Drain Pan • 17. Exterior Cabinet Options Standard 0 18. Customer Code Standard 0 19. Code Options Standard-ETL U.S.A.Listing • 0 20. Crating Standard 0 21. Water-Cooled Cond. Standard-None • 0 22. Control Vendors _ _ Standard X 23. Type Special Price Authorization+AAON Gray Paint Date Created/Modified:1/27/2020 6:37:21 AM Using Ver4.287 (08N#0123456) Date Printed:1/27/2020 6:37:44 AM Control Terminals ENV2425 South Yukon Ave-Tulsa,Oklahoma 74107-2728-Ph.(918)583-2266 Faz(918)583-6094 AAONEcat32 Ver.4.287(SN:7522416-) C W 2 q w m v uQi 9 m T ,L2 :- co a °' ,`,, m ti w ,1 w 2 RN- 025 - 3 - 0 -EB09 - 284 : A000 -EOB-DEH - COA- OHFAOB4 - 00 - 00000000X Tag:AC-10,11,12, 14, 15 MAIN SALES-Reheat Job Name: Costco- Tigard, Or For: Johnson Barrow Job Number: #111 Date: January 27, 2020 Terminals Available/Required for Controlling the Unit Terminal Description [R] 24VAC Control Voltage [El Common [G] Supply Fan Enable [Yl] Cooling Stage 1 Enable [Y21 Cooling Stage 2 Enable [DC1-] & [DC1+1 Variable Capacity Compressor 1(1.44-5VDC)Signal [SP1-] & [SP1+1 Suction Pressure Sensor-Compressor 1 (0.5.4.5VDC) P/N:R07210-SCALE 0-500 PSI I [Wl] Heating Stage 1 Enable 1 [W2] Heating Stage 2 Enable 1 [W3] Heating Stage 3 Enable _ [W41 Heating Stage 4 Enable [EC1-] & [EC2+] Economizer Signal(2-10VDC) [Si-] & [S2+1 Supply Fan 1 -wl 1 VFD:Signal(0.10VDC) VFD frequency reference signal control point must handle a rated 20k ohm input impedance. [Cl] & [C21 Clogged Filter Switch - [RH]] Reheat Enable Must enable and modulate the digital compressors during dehumidification mode. The control logic needs to set if cooling or dehumidification is priority. [AIl] & [COM] Reheat Reset Signal(0-10VDC) Resets the supply air setpoint [PBO1] & [PBO2] Phase&Brown Out Terminations Found On VFD(s) _Supply Fan VFD(s) V1000:std 7.5-20HP VFD [P1] & [PC] Run Status(5.4SVDC,2-50mA) [AM] & [AC] Current Feedback(0-10VDC=0-100%) [MAl & [MCI Fault Status(NC,250VAC/30VDC, 1A) Date Created/Modified:1/27/2020 8:37:21 AM Using Ver 4.287 (OSN#0123456) Date Printed:1/27/2020 6:37:44 AM RN SERIES C - CARONE WDTH ECONOMIZER - 16-3O TON CLEARANCES — — — \LOCATION =UNIT SIaE. -" \ , FORMED UP 18-30 TON 73 OUTSIDE AIR d /7 HIGH VOLT \\ `l ENTRY CONTROLS SIDE y+ 1e.. �- (FRONT) 4; LOW VOLT LEFT SIDE 6 1 •• ENTRY 1 II ��' RIGHT SIDE �® \ GAS ENTRY / RHSE MINIMUM FOR THE \ RETURN AIR AND ELEC ENTRY OPENINGS. / TOP UNOBSTRUCTED \ I I i ®ETALA DETAOL NUMBER OF CONDENSER FANS 16,18&20 TON - 2 FANS TOP VIEW 25&30TON - 3FAROS - °g igra idir 4 , / �• It, �SEE DETAIL B SEE DETAIL C 1 FORMED UP/ 0 1 c Erg --V. \ II 1} 111\` :0000. / 1 `\ II 1 / p 1 \\ / II 11I \ / g 4414114 \ / II 1 I 1 I / Z 51� SUPPLY �� 3B4 III vI i RAISE MINIMUM FOR THE \\ II V jII RETURN 50 N SUPPLv NR OPENING I \\ II III , \ 61 SEE DETAIL A I \ II I II1 / \ DET OL C ; o -I III , 1_1 188 :IC } 124 y 12g + c- lL_Li Jig FRONT SEW F-17 32 33i - 21 } aoi RIGHT SIDE VIEW 364 $641 1 IIc— a27a SUPPLY COIL FILTER ECON (a) LIFTING LEGS BLOWER CONTROLS AND HEATER BLOWER T t1 I r FILTER ACCESS ACCESS i, ct11 jiACCESfir \\ f TI AIR I I \. POWER SWITCH . 1 FLOW CONDENSER ACCESS COVER L---- ,I ILL COIL ACCESS �_ TSIDE , �1CONDENSER a1 GAENTRY CO ACC ISORS COIL - I §§ ACCESS 18 COIL 115 e LJJI FLUE OUTLETS • 1 , __ a�� (CAS HEAT ONLY) 6$ SUPPLY RETURN 5 2y 5 COMBUSTION AR INLETS q $78 (GAS HEAT ONLY) T INSDE $ ] INSIDE 55$BASE RAILS 88 972 BASE RAILS 592 1097 1" MPT STAINLESS CONDENSATE CONNECTION. 'P' TRAP FURNISHED RNC-00002 REV:C 08/20/10 JWC BY MANUFACTURER FOR DRAIN NOTE. ALL DIMENSIONS ARE IN INCHES CONNECTION. RNCC CABINET ®�° AR COOLEDCCONDEN&NIG UNOT RN-025-3-0-EB09-284:A000-EOB-DEH-COA-OHFAOB4-00-00000000X 4r41r. . O O_ Front Left Back Left Corner: Corner: Vil 4Ihi702 lbs 898 Ihs 64" — i !R i Fin . I I \ // , / a O \ / \ / 0 SUPPLY - i / . a' / \\ _J i RETURN a / \ 5 I / / \ U / \ p // \ I 1- \ I i +Y I / \ O o ( 1 I / Li ILji c.n7?L L JU 0"— Front Right I D+X Corner: 726 Ihs 110" CGx: 48.3" CGy: 35.4" Bock Right Corner: Total Weight: 568 lbs 2894 lbs (+5%) Disclaimer: This weight estimate does not account for any SPAs. Unit Rating 2425 South Yukon Ave-Tulsa,Oklahoma 74107-2728-Ph.(918)583-2266 Fax(918)583-6094 - (:::A/21101:11j5:::) AAONEcat32 Ver.4.287(SN:7522416-) . n U ,. U ,.. m N [7 T In in N Cl CI V' V I� F _. - - -. - ti r i .m�. N N N N RQ- 002 - 9 -V-CA01 - 212 : 5000 - 00B- QKC - COA- DO0AOB5 - 00 - 00000000X - Tag:AC-2 (Values do not account for changes described in SPA) Job Information Unit Information **WEIGHT AND PERFORMANCE DO NOT INCLUDE SPA Job Name: Costco-Tigard, Or Approx.Op./Ship Weights: 755/ 755 lbs.(±5%) Job Number: #111 Supply CFM/ESP: 800/0.3 in.wg. Site Altitude: 20 ft Pre-Filter FV/Qty: 90.00 fpm /4 Refrigerant R-410A Final Filter FV/Qty: 144.00 fpm/2 Ambient Temperature: 91.2 FDB/82°F WE Return Temperature: 75°FDB/62.5°F WB Static Pressure External: 0.30 in.wg. Economizer: 0.05 in. wg. Evaporator: 0.04 in.wg. Heating: 0.09 in.wg. Filters Clean: 0.06 in.wg. Cabinet: 0.01 in.wg. Dirt Allowance 0.35 in.wg. Total: 0.91 in. wg. Cooling Section Heating Section Gross Net PreHeat Type: Std(No Preheat) Total Capacity: 26.68 25.95 MBH Heating Type: Nat. Gas Heat Sensible Capacity: 19.94 19.21 MBH Heating CFM: 800 Latent Capacity: 6.74 MBH Total Capacity: 48.6 MBH Mixed Air Temp: 75.00°FDB 62.50°F WB OA Temp: 24.0 DB/23.0°F WB Entering Air Temp: 75.00°FDB 62.50°F WB RA Temp: 75.0°FDB/62.0 °F WB Lv Air Temp(Coil): 51.65°FDB 50.31 °F W'B Entering Air Temp: 75.0°FDB/ 62.0°F WB Lv Air Temp(Unit) 52.48°FDB 50.68°F 44'B Leaving Air Temp: 131.3°FDB/ 78.5°F WB Supply Air Fan: 1 x RQ185D60-VFD @ 0.23 BHP• Input: 60.0 MBH SA Fan RPM/Width: 1095/1.750° Heater Qty(Hi/Low): 1 Evaporator Coil: 5.3 ft1/2 Rows/14 FPI Consumption: 60.0 MBH Evaporator Face Velocity: 152.4 fpm Operation: N/A Total Turndown Ratio: 1.4:1 Rating Information Cooling Capacity(MBH): 27.8 Cooling SEER: 15.2 Cooling EER: 13 Rated in accordance with AHRI210/240 Application EER @ Op.Conditions: 11.7 Electrical Data Rating: 208/1/60 Minimum Circuit Amp: 25 Unit FLA: 22 Maximum Overcurrent: 35 Qty HP VAC Phase RPM FLA RLA Compressor 1: 1 208 1 12.8 Condenser Fans: 1 0.167 208 1 830 1.1 Supply Fan: 1 1.00 208 3 1760 4.6 Combustion: 1 0.09 208 1 3000 1.3 . Cabinet Sound Power Levels* Octave Bands: 63 125 250 500 1000 2000 4000 8000 Discharge LW(dB): 73 74 73 66 62 59 55 49 Return LW(dB): 71 71 64 55 55 53 44 37 `Sound power levels are given for informational purposes only.The sound levels are not guaranteed. Date CreatediModified:1127/2020 6:37:21 AM Using Ver 4.287 (OSN#0123456) Date Printed:1127/2020 6:37:48 AM Unit Submittal 2425 South Yukon Ave-Tulsa,Oklahoma 74107-2728-Ph.(918)583-2266 Fax(918)583-6094 AAONEcat32 Ver.4.287(SN:7522416-) ¢ a1 U ❑ N M ¢ Rb C b RQ - 002 - 9 —V— CA01 - 212 : 5000 — OOB—QKC — COA— DOOAOB5 - 00 - 00000000X - Tag:AC-2 Job Name: Calico-Tigard,Or Unit Submittal For: Johnson Barrow Job Number: #Ill Unit Submittal Date: January 27,2020 Base Option Description R Series Roof Top Unit QGeneration Tenth Generation 002 Unit Size Two 9 Voltage 208V10/60Hz V Interior Protection Vertical Discharge and Return C Refrigerant Style R-410A•Standard Efficiency A Unit Configuration Air-Cooled Cond.+Std Evap.Coil 0 Coil Coating Standard 1 Cooling/Heat Pump Staging 1 Stage 2 Heating Type Natural Gas Aluminized 1 Heating Designation Heat 1-60 MBtuh 2 Heating Staging 2 Stage Feature Option Description 5 1A. RA/OA Section 100%Return Air(No 0/A Opening) 0 1B. RA/EA Blower Configuration Standard-None 0 1C. RA/EA Blower Standard-None 0 1D. RA/EA Blower Motor Standard-None 0 2. OA Control Standard-None 3. Heat Options Standard B 4. Maintenance Options 115V Convenience Outlet-Factory Wired 5A. SA Blower Configuration 1 Blower+Inverter Rated 3 Phase Motor+VFD K 5B. SA Blower 19"Direct Drive Backward Curved Plenum-60%Width C 5C. SA Motor 1HP1750 rpm • Ci 6A. Pre Filter Type Lint Screen Pre Filter 6B. Unit Filter Type 2"Pleated-MERV 8 A BC. Filter Options Clogged Filter Switch • D 7._Refrigeration Control Adjustable Comp.Lock Out 0 8. Refrigeration Options Standard 0 9. Refrigeration Accessories Standard A 10. Power Options Non-fused Disconnect Power Switch-100 Amps 0 11. Safety Options Standard B 12. Controls Phase&Brown Out Protection 5 13. Special Controls Field Installed DDC Controls by Others+Isolation Relays 0 14A. Preheat Configuration Standard-None 0 14B. Preheat Sizing Standard-None 0 15. Glycol Percent Water or No WSHP 0 16. Interior Cabinet Options Standard-Double Wall+R-13 Foam Insulation+Stainless Steel Drain Pan 0 17. Exterior Cabinet Options Standard 0 18. Customer Code Standard 0 19. Code Options Standard-ETL U.S.A.Listing 0 20. Crating Standard 0 21. Water-Cooled Cond. Standard-None 0 22. Control Vendors Standard X 23. Type Special Price Authorization+AAON Gray Paint Date Created/Modified:1/27/2020 6:37:21 AM Using Ver 4.287 (OSN#0123456) Date Printed:1/27/2020 6:37:48 AM Control Terminals 2425 South Yukon Ave-Tulsa,Oklahoma 74107-2728-Ph.(918)583-2266 Fax(918)583-6094 AAONEcat32 Ver.4.287(SN:7522416-) 4 w y 0 Q G1 U Q G4 U � o .. N.. .". ti .". [ Q 0I n °. RQ- 002 - 9 -V- CA01 - 212 : 5000 - OOB- QKC - COA-DOOAOB5 - 00 - 00000000X - Tag:AC-2 Job Name: Costco- Tigard, Or For: Johnson Barrow Job Number: #111 Date: January 27, 2020 Terminals Available/Required for Controlling the Unit Terminal Description [R] 24VAC Control Voltage _ [El __ Common [G] Supply Fan Enable+Isolation Relay [Y1] Cooling Stage 1 Enable+Isolation Relay [W 1] Heating Stage 1 Enable+Isolation Relay [W2] Heating Stage 2 Enable+Isolation Relay [Si-] & [S2+] Supply Fan 1 -w/1 VFD:Signal(0-10VDC) VFD frequency reference signal control point must handle a rated 20k ohm input impedance. [C1] & [C2] Clogged Filter Switch [PBO1] & [PBO2] Phase&Brown Out Terminations Found On VFD Supply Fan VFD J1000:std 1-2HP VFD Upgrade 1-5HP to V1000 by SPA for run status _ [AM] & [AC] Current Feedback(0-10VDC=0-100%) [MA] & [MC] Fault Status(NC,250VAC/30VDC. 1A) • Date Created/Modified:1/27/2020 6:37:21 AM Using Ver 4.287 (O8N#0123456) Date Printed:1/27/2020 6.37149 AM Q CA3INET STANDARD VERTICAL WITH 100% RETURN AIR - 1 — 6 TON CLEARANCES *CLEARANCE OS NIF URED - LOCATION R UNIT SIZE o FI':OM THE ENE OF THE 1—8 TON OUTSIDE MR RAIN HOOD OUTSIDE AC R 36* HXC • (FRONT) 36 LEFT SIDE VIEW LEFT SIDE 24 RIGHT SIDE ' `^ TOP UNOBSTRUCTED SUPPLY BLOWER COIL ACCESS i 1 r lOW VOLTAGE II 00 00 H2 UN yOLTAGE 5( II O i LIFTING LUG 5i GAS ENTRY (4 CORNERS) �5 332 f 1`i - 302 el / gINCH MAT STAINLESS CONDENSATE CONNECTION. "P' TRAP FURNISHED ---- BY MANUFACTURER FOR DRAIN DETA L A CONNECTION. 4 SEE DETUL TOP VIEW FORMED UP \ ; M, �.. ` 1 36 SUPPLY '- i4 " �p f; . i � ��11 w � ---- — ( T4. �''�ji_• all 33 RASE MIWMUM i- FOR THE / g Ii i SUPPLY/RETURN AIR ANC c--_- i ��.___ ELEC ENTRY OPENING/ A 73 _ L_ 'I El `�G��-//nA�� L�-pp t SEE DETAIL DIET NILo 4 1:: 38, 9 L sa FRONT VIEW RICHT SIDE VIEW r 44$ 822 illiattauFILTER COIL , POWER _ - SWITCH I El 5O/2 °•CONTROLS AND �I H ACCESSEREAT COMPRESSOR -°14 �� I. ACCESS -� �� 52 i 4' irld CI "II W —.:jam 1IIm�—iMmiM, FLUE OUTLET /' SUPPLY RETURN (GAS HEAT ONLY) 011 GAS ENTRY 77 2 ,51 �38 784 COMBUSTION AIR INLETS LIFTING LUG INSIDE SASE RAIL (GAS HEAT ONLY) '-- 8 - - (4 CORNERS) 82 4 OUTSIDE SASE RAIL SASE BASE RAIL 434 - OUTSIDE BASE RAIL RQ-00046 REV:B 04/19/16 AAS NOTE: ALL DIMENSIONS ARE IN INCHES Ra CABEINET CAA.C3i13 VERTICALAR COOLED CONDENSING UM- RO-002-9-V-CA01 -21 2:5000-00B-OKC-COA-DO0A0B5-130-00000000X Front Left Back Left Corner: Corner: 159 lbs 185 lbs 44" 7'11 rlr" e==cf \ .„., ,ii , /hip Mr +Y __ cssszm Front Right >+X Corner: ElCaor,kerR:ight 221 lbs 0" 82" 189 lbs CGx: 37.9" CGy: 20" Total Weight: 755 lbs (±5%) Disclaimer: This weight estimate does not account for any SPAs.