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Specifications Print - Maps Page 1 of 1 Bing Maps M -ec G 1560U - Search results for Rite Aid I �t ; * w. Vi a. • r`' � l y T ai r : _ t 13 RIcl - L RT1.1-1 • y is y la s - - _ _" 1 7 1 *a' :. 1 . L ' W. ili- orm,ligaidli I Allilliddll , .. __, i...., . ; . s . , ; . s. . Meadow weer‘ '! .-- Meadow Creek rt Naw E•tm,.0 -c R11- l •4 r , c, .- V k A i )1.1 a r ' 2 _ b bt:? 57 ALINZ CITY OF TIGARD Approved ilacttlaisita.. t "f" 12 -7_ Conditionally Approved...„.......„ [ j Y6rY._ 4.21 ",k lZA-PZhAAZ ti). 57CIRi O,A`{ ALtssee Letter t°: Follow..( I Attached 11-3 Permit Number: 4= 4 0 - d•Py Ads /�• 'lT. !. i �i` J' 4 . Y C.A 1C - ,11 "i ti � 'Fa bAAL ' <71 - C � t " : \A!-: � Y A iti � � � c M�' Date: "Mr dii ' 1';r1( eal l)n11cPi,bAAL `-:Ck -,s:-i 'Fin Ion 15n1f A/_ ,i, .\/ •a\ YID N 1` % 2_1 U- •.. 7 - t : nZb n`(Aeak: OFFICE COPY http://www.bing.com/maps/print. aspx?rnict=en-us&z=19&s=h&cp=45.442483,-122.8026... 12/18/2009 . . lA rl i - t - 5 I * 5 YORK ,PE�i1 Date 11/21/20 Page 2 . It's Time to Get Comfortable mr re•- Ultra Hi h Efficiency GasfEieictric Unit Order No Project Name Rite Aid 5353 Tigard, OR Architect Engineer Purchaser Submitted By QUANTITY: 2 UNITS DESIGNATION: Schedule No: Model No: ZH090NI5P2DAA4 e COOLING PERFORMANCE 1 Total Capacity 93.6 MBH Sensible Capacity 68.8 MBH I , I' : r " ` 4 Efficiency (at ARI) 11,40 EER '� L M s Y� Part Load Efficiency 12.40 IPLV "`""' , ' l u ' . '.eta r' -v t r . fi n ,. Ambient DB Temp 95.0 F i ; x t a ` : y , �, �. Entering DB Tem 80.0 F ° '' t '3 �, r Entering WB Temp 67.0 F . ` [ R ? 4yJ.r (,, r i . i s y. y r , k .. 1r ,I a ' 6,;: i� Leaving DB Temp 58.7 F I 4 , I r. +, (r h ,ti ` i r i i '" - , , J 4 . Leaving WB Temp 57.1 F , ! , „s = s I c y , , Power Input (w /o blower) 6 80 KW I , $ ; �� £ f Elevation 0 Ft r r t j .y!�. . t - ,• : �. • Sound Power 83 Dbels ' ' , t�Y -� „ s f k _ •_ - °° HEATING PERFORMANCE ' ` " F . �4, '` ``' Gas Fired Input @ Sea Level 180 MBH �— ,.' k` f . :: -yam"`" Gas Fired Output @ Sea Level 144 MBH ,;.` f �. Steady State Efficiency 80.0 % GENERAL FEATURES Entering DB Temp 60.0 F Leaving DB Temp 104.4 F - Refrigerant R410a SUPPLY AIR BLOWER PERFORMANCE - Complete Factory Package - Tested, Charged, Wired Two -Stage Cooling with Independent Circuits and Face -Split Evaporator Coil Supply Air 3000 CFM - Hermetically Sealed Compressors Outside Air 0 CFM - Simplicity Controls Adjustable Belt Drive Blower External Static Pressure 0.60 IWG - Solid State Control Board with Flash Code to Monitor System Operation Duct Connection Location Bottom - Two -Stage Heating with Spark Ignition Blower Speed 1245 RPM - Induced Draft with Post Purge Logic on Gas Fired Units Motor Rating 3.0 HP - Bottom or Side Duct Connections - Low Voltage Relay Board With Terminal Strip Brake Horsepower 2.03 BHP - Crankcase Heaters Power Input 1.89 KW - Solid Core Liquid Line Filter Driers ELECTRICAL DATA - Slide -out Condensate Drain Pan - Hinged Access Panels Power Supply 230 -3 -60 - Slide -out Blower/ Motor Assembly Minimum Circuit Ampacity 47.0 Amps - Low Ambient to Zero Degrees - Compressor Anti - Recycle Protection Maximum Overcurrent Device - Plug -Type Wiring Hamess Connectors for Economizers Fuse Size 60 Amps - Permanently Lubricated Motors HACR Circuit Breaker 60 Amps - 24 Volt Control Circuit with Compressor Lock Out Protection - High Pressure. Low Pressure and Freerstat Controls DIMENSIONS & WEIGHT - Copper Tube/Aluminum Fin Coils Height 4 in Width 89 in Depth 5 in - Easy Access to all Electrical Components Weight Inc/ factory o t10nS 1110 Lbs - Rigging Holes and Forklift Slots in Base Rails for Lifting Total Wei 9 ( ry P ) - Single Point Power Connection CLEARANCES - Powder Paint Finish That Meets ASTM -B117, 1000 hr. Salt Spray Test h Standards Front 36 in Back 36 in - CSA Agency Approval on all Units Bottom t 0 in Top 72 in - Factory Warranty Left Side 36 in - One Year on the Complete Unit - Four Additional Years on the Compressors ' � O Right Side (condenser end) 12 in - Nine Additional Years on the Gas Fired Heat Exchanger 1. Units may be installed on combustible floors made from wood or Cass A. B or C roof covering materials. OO 2. Units must be installed out doors. Overhanging structures or shrubs should not obstruct condenser air discharge outlet. C E R T I F I E D ESP XP RPDF May 2008 Subject to change without notice - Check local codes • m YORK MAGNUM Date 11/21/20 Page 6 • It's Time to Get Comfortable'" Ultra High Efficiency GaslElectric Unit Order No Project Name Rite Aid 5353 Tigard, OR Architect Engineer Purchaser Submitted By QUANTITY: 1 UNITS DESIGNATION: Schedule No: Model No: ZJ180N24P2DAA2 e COOLING PERFORMANCE Total Capacity 197 MBH Sensible Capacity 144 MBH Efficiency (at ARI) 12.40 EER 0,...g 1 , .. ,N, Part Load Efficiency 13.90 IPLV 4 . , " Ambient DB Temp 95.0 F M; i9YORi( r ` 4 �� a r 4,� `��' ,44,,,,,:.-;.. Entering DB Temp 80.0 F fl#410:;..1 „„ ' �;3 �s � Entering WB Temp 67.0 F ' « zr ” ` % s r Leaving DB Temp 57.7 F ,:4V -. � y , , ..yi,l Yy�j3 4' ^ S -, l y, Leaving WB Temp 56.6 F "3 , t 4 Y 0 ;, ? � ` ° � ( �' ` Power Input (w /o blower) 13.00 KW r j� , 1 < c+ L , .;Li 4 .Q`u# 0'� ?, ;.. , � s Pik s X� c . s ; r V `.., Elevation 0 Ft •':ter „ z . � ,,T �r�,, :'� Sound Power Dbels - -- �� ° 5s' ' ;£ HEATING PERFORMANCE A ” Gas Fired Input @ Sea Level 300 MBH Gas Fired Output @ Sea Level 240 MBH GENERAL FEATURES - Super high cooling efficiency that exceeds ASHRAE 90.1. Steady State Efficiency 80.0 °A, - Complete Factory Package - Tested, Charged, Wired Entering DB Temp 60.0 - Four -Stage Cooling with Independent Circuits and Face -Split Evaporator Coil F - Hermetically Sealed Compressors Leaving DB Temp `'"`.` F simplicityrM Controls SUPPLY AIR BLOWER PERFORMANCE - Adjustable Belt Drive Blower - Solid State Control Board with Flash Code to Monitor System Operation Supply Air 6000 CFM - Two -Stage Heating with Spark Ignition Outside Air 0 CFM - Induced Draft with Post Purge Logic on Gas Fired Units External Static Pressure 0.80 IW G - Bottom or Side Duct Connections Duct Connection Location Bottom - Crankcase Heaters Blower Speed 1038 RPM - Solid Core Liquid Line Filter Driers Motor Rating .0 HP - Hinged Filter Door and Toolless Access Cabinet Optional g - Low Ambient to Zero Degrees Brake Horsepower 4.29 BHP - Compressor Anti - Recycle Protection Power Input 3.85 KW - Plug -Type Wiring Harness Connectors for Economizers ELECTRICAL DATA - Permanently Lubricated Motors - 24 Volt Control Circuit with Compressor Lock Out Protection Power Supply 208 -3 -60 - High Pressure, Low Pressure and Freerstat Controls Minimum Circuit Ampacity 86.5 Amps - Copper Tube /Aluminum Fin Coils Maximum Overcurrent Device - Easy Access to all Electrical Components • Fuse Size 100 Amps - Rigging Holes in Base Rails for Lifting P - Single Point Power Connection HACR Circuit Breaker 100 Amps - Powder Paint Finish That Meets ASTM -8117, 1000 hr. Salt Spray Test DIMENSIONS & WEIGHT Standards - CSA Agency Approval on all Units Height 5 in Width 181 in Depth 9 in - Factory Warranty Weight tncl factory o tions 3054 Lbs - One Year on the Complete Unit Total Wei g ( y p � - Four Additional Years on the Compressors CLEARANCES - Nine Additional Years on the Gas Fired Heat Exchanger Front 36 in Back 49 in Bottom 1 0 in Top' 72 in Left Side 36 in Right Side (condenser end) 36 in 1. Units may be installed on combustible floors made from wood ISO 1 or class A. B or C roof covering materials. 2. Units must be installed out doors. Overhanging structures or �O O shrubs should not obstruct condenser air discharge outlet. CERTIFIED ESP XP RPDF May 2008 Subject to change without notice . Check local codes • .4 11 ' YORIC ULTRA HIGH EFFICIENCY GAS /ELECTRIC Date 11/21/20 Page9 • It's Time to Get Comfortable" UNIT Order No Project Name Rite Aid 5353 Tigard, OR Architect Engineer Purchaser Submitted By QUANTITY: 1 UNITS DESIGNATION: Schedule No: Model No: ZJ060N10PZDAA2 COOLING PERFORMANCE 'N >fr Total Capacity 59.9 MBH r, ` ` fl � � wy > >� t�v { 4 Y! n -- F fr:r.,. r . . 4 . +1 r µC ) : �` f ., Sensible Capacity 42.7 MBH ' ..; v � ^°w ,. , > { . �: c- �R ° b/a�A?b ^ ,�61 r J F , '< 1 t d �, '��f F. t Efficiency (at ARI) 13.0 SEER ' �t, vlfar y fU " t i d i4y'y r r ; e i ' � t.0)),��t�,.�. � y > f �c '/ s 0. ! fSs' J N �§ r *F 3 dP , r oL 'xl t Ambient DB Temp 95.0 F ' ,� ��" ` , -_ t a; �. � • ,g p si c 0y,ii:. f set� � YV,' F Entering DB Temp 80.0 F .. ; � W 4`, < l �j`�1 ti r s r' �� , J t _' ° svr Entering WB Temp 67.0 F t ` ` <I - { „ g Leaving DB Temp 60.2 F ' r` • � y ‘i ''' r i Leaving WB Temp 57.6 F i Z7 Power Input (w /o blower) 4.80 KW r Elevation 0 Ft f) ` Sound Power 81 Dbels • ry ` HEATING PERFORMANCE ` .`` - f ;t Gas Fired Input @ Sea Level 0 MBH u. Gas Fired Output @ Sea Level 99 MBH -w •" `.. . y` a . AFUE % Entering DB Temp 60.0 F GENERAL FEATURES Leaving DB Temp ...* F SUPPLY AIR BLOWER PERFORMANCE - SimpliciryTM Controls - Solid State Control Board with Flash Code to Monitor System Operation Supply Air 2000 CFM - Low Ambient to Zero Degrees Outside Air 0 CFM - Complete Factory Package - Tested, Charged, Wired External Static Pressure .60 IWG - Hermetically Sealed Compressor - Unit Underside Insulated Duct Connection Location Bottom - Spark Ignition - Induced Draft with Post Purge Logic on Gas Fired Units Blower Speed 1189 RPM - Ambient Modified - Time/Temperature Defrost Logic on Heat Pumps . Motor Rating 1.5 HP - Bottom or Side Duct Configuration Capability Power KW 1.10 Input - Low Voltage Relay Board With Terminal Strip P - PTC Type Crankcase Heater Brake Horsepower 1.18 BHP - Liquid Line Filter Drier ELECTRICAL DATA - Plug -Type Wiring Harness Connectors for Economizers - Permanently Lubricated Motors Power Supply 208 -3 -60 - 24 Volt Control Circuit with compressor lock out protection Minimum Circuit Ampacity 29.5 Amps - Copper Tube /Aluminum Fin Coils Maximum Overcurrent Device - 2 " Filter Rack with 1" T/A Filters Fuse Size 40 Amps - High & Low Pressure / Loss of Charge and Freerstat Protection Switches HACR Circuit Breaker 40 Amp - Easy Access to all Electrical Components DIMENSIONS & WEIGHT - Rigging Holes and Forklift Slots in Base Rails for Lifting - Single Point Power Connection Height 33 in Width 82 in Depth 45 In - Powder Paint Finish That Meets ASTM -B117, 1000 hr. Salt • Total Weight (incl factory options) 720 Lbs Spray Test Standards CLEARANCES - CSA Agency Approval on all Units - Factory Warranty Front 32 in Back 36 in - One Year on the Complete Unit - Four Additional Years on the • Bottom 1 0 in Top 72 in - Nine Additional Years on the Gas Compressor Fired Heat Exchanger Left Side (filter access) 36 in ` Right Side (outdoor coil) 24 in 1. Units may be installed on combustible floors made from wood or class A, B or C roof ccovering materials. A 1 in. clearance must be provided between 2. Units must be installed out doors. Overhanging structures or shrubs should not obstruct condenser air ischarge any combustible material and the supply air Locate the unit so that the vent hood outlet is al ductwork for a Distance of 3 feet from the unit. - 3 feet above any forced air inlet located within 10 horizontal feet (excluding those integral to the The products of combustion must not be - 4 feet below, 4 horizontal feet from. or 1 foot above any door or gravity air inlet to the allowed to accumulate within a confined space and recirculate. • 4 feet from electric meters, gas meters, regulators and relief ESP XP RPDF May 2008 Subject to change without notice • Check local codes Structural Calculations New Mechanical Units Rite Aid — Store No ;535Y 12240 SW Scholls Ferry Rd. Tigard, OR 97223 Description: Calculations for installing (5) new roof top mechanical units. Design Parameters 2007 OSSC and ASCE 7 -05 D P -ROP Snow load = 25 psf ��- fs� G1NE � •- ° : w� mow Load = 100 mph P h ( 3- second gust) - � P I . Exp. B ..... OREGON C>, , Seismic: SDS = 0.702 4'y ‘,�' !EXPIRES: 12 -31-1.01 � M K E M RIP E y !''\�> - �� BY DA / /Z/ CONSULTING ENGINEERS , , G � � v I ' "' CHIC BY DATE 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 k ti . JOB NO G' (I 1 Phone: (503) 443 -3900 —� �'�r- \8/B SHEET 1 OF • Conterminous 48 States 2003 NEHRP Seismic Design Provisions 'Latitude = 45.44381 Longitude = - 122.80228 Spectral Response Accelerations Ss and Si Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 0.935 (Ss, Site Class B) 1.0 0.338 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.443 81 Longitude = - 122.80228 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 =FvxS1 Site Class D - Fa = 1.126 ,Fv = 1.724 Period Sa (sec) (g) 0.2 1.053 (SMs, Site Class D) 1.0 0.583 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 45.443 81 Longitude = - 122.80228 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.126 ,Fv = 1.724 Period Sa (sec) (g) 0.2 0.702 (SDs, Site Class D) 1.0 0.389 (SD1, Site Class D) TM RI ENGINEERS Y BY DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 JOB NO Cl kl , Phone: (503) 443 -3900 SHEET Q- OF • Fa:YE FLA L p - C • 0� ft. �= 42: 4(.0 • 91 • • M 1. ■ • \;"' • • • ql, � M $E$ BY DATE 1 CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 • JOB NO Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET DF . 'F- it L-Ot D.S F. .1( 3, ri fig`' Fc.-y . I , sv, -Lim, 1 s .' . i,s 4\y K1- v.I ,. DN lz 12,E. ^r Is0 p • r - — (A . x0 t\ � 0 oLcr td ..5 . 13e ` i'-EN0 sTcE, 40.4% ` alli * Wr CAlle, ,b c P )-- t� 1M T1'0"g H®I JOE Il BY DATE C ONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 r0B NO Tigard, Oregon 97223 SHEET OF Phone (503) 443 -3900 vvaQ (o ( FTJ • 2. O °S) • 3t,S tvf 1 3(4), (11.33') 6 P. . 5e-AYitS 6.0 °CND S 0 r v Nt '° 516 IAT S'2-SLy efosi fp.5+ rem- 1'T _ T of 60E- / N V s - Pck-p1 ( — GUn • p - (3Zs41) L/2-)/1 11' = I(!1 44 t ( (w1 . — GIB r P±,/s -rr)s5 w/ ►�� . coos v 13,0 - 1. s - 2,b _ c/, s r.b4 ( (191 714- . . -Pp s '55 G. '7,(0°1 i ��iCN ti 51.S TM d PEY BY DATE CONSULTING NG ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 SOB NO Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET S OF OD ft 1 4J c i Tag 1139 144 bm r t t r 151 b 439 b 36203 420 b 2591b 219 b • 233 b 79 1.Ib 1109 1 va\ 3 it) - sSe- S rroin u rr N E c-J ?3 • M K TM RIPPEY BY DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 JOB NO Phone: (503) 443 -3900 SHEET rD OF 0.0 0 7.70 39-11 I,t%°6--) 'fre7m u n► 9IIIIIIIIIIIIIII: YIIIIIIIIIIIIIIIIIIIIIII III IIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII_ 2171 6 1802 b 2171 b V ..... ...... .... ..... .... .. .. .. ......... .. .... ......... ...... ..... .... ...... ...... ... .... _. ... _... .... ...... .. ... .. 1302113 M .. .. ... ....... .. • 0 1143 • HISS w a —'t 1MK TM RIPPE BY DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 JOB NO Phone: (503) 443 -3900 SHEET '1 OF ALA-0L3 1-Dho ( ASS � LJ 11 5' ( = 11 P14- @ i-®r m 1 1 114 , 404 ornuip) 1 ,12 1 t. I49 wpc, - - - : - (0,)L4e !6s \)—_- - ` • ''C'�ttwS CAS 15K°r ItAvc:. L6 t\l i comp . 1M A TM g�1LiC PE BY DATE JL ]]][[[ CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 )0B NO Tigard, Oregon 97223 SHEET OF Phone (503) 443 -3900 • CAME gi961M9091 111196111149E SE Elli E ,. _ -16 E as = .:!itsza latinitif VIES 10, Open Web Series Allowable Uniform Load (PLF) • TJL TM Series 47 Roof (115 %) DEPTH 14 16 •x 16 2O 22. 24 26 , _ 28 : 30 32 34 `i 36, . 38 e" 4O ;SPAN FLE11. SL! "F.L., AFL`• SL - FL:SL.iFL SL;t.EL SL.:FL. SL 1:.FL ;SL FL SLR::. F.L.: „SL !F.L,SLc.I FL:;SL; ;. ; 00,1 323 323 354 354 354 354 354 354 344 344 344 344 344 344 „16.r�I 260 260 297 297 1 330 330 337 337 337 337 329 329 329 329 F1 18” 217:217 • 247 247. 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"x69.'73 r73v 11 !!66!? 27 37 .32 6. 36 f.;477 44 tr5.1t 50 5 41 57 16J .s 6:11, t' 65:i:465, : .+681?! 468` 5607 FL = Flat roof less than 'A" in 12" slope. SL = Sloped roof greater than 4" in 12" slope. Notes: 1. Straight line interpolations may be made between depths and spans. 2. The load tables are limited to simple span uniform load. The tables may also be used for bottom chord bearing trusses (maximum bottom chord slope of 1 "/12 ") with or without cantilevers - at one or both ends. The cantilevers are limited to 15 of the main span provided the inboard shear for can- tilevered conditions is limited to 2,500 lbs. Call your local Trus Joist representative for other conditions. 3. Values in,gray.shaded area may be increased 7% (4% when MICRO= LAM Ibr. chords are used in the TJLX series) for repetitive member usage if the criteria on page 9.2 is met. • • 6.17 • c.1 -DUI, i e j� W 1/47_ • e /tx 3a/2 6, X5 = (1..S , - 75) _ S`1''t 'r14 ® I hh = . 32SL11 i 1,33 = . 25-.) 5 e col = N(.?- ‘)(It)C3 = SI 17- lb 1-Ii5 PS, = 017,)L )(7- 5)EsG:r5) I160 i5 f, i. 7 0, lam, N. -'I aP►.rrS S`tTjgs e►1L. c , VE. G CO") M ►J T1VI Rnr PEY BY DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB NO Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET ID OF Project: Store 5353 page • Location: Glulam @ RTU1 Brent Husum Multi- Loaded Multi -Span Beam T""' : 1 TM Rippey Consulting Engineers [2006 International Building Code(2005 NDS)) #``1�6�L -I 7650 SW Beveland St., Suite 100 �'_ . •.: of 8.75 IN x 34.5 IN x 48.0 FT (40 + 8) Tigard, OR 97223 24F -V8 -. Visually Graded Western Species - Dry Use Section Inadequate By: 14.6% StruCalc Version 8.0.99.0 6/9/2009 1:58:40 PM Controlling Factor: Deflection / Depth Required 36.11 In. Nom, '(3 — S6.' js'g.:,../ CAUTIONS Negative cantilever deflection controls design. It is the designer's prerogative to ignore upward deflection. Verify all other span deflections for adequacy. DEFLECTIONS Center Right LOADING DIAGRAM Live Load 0.96 IN U502 -0.61 IN L/157 Dead Load 0.31 in -0.08 in Total Load 1.27 IN U379 -0.69 IN L1138 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L/240 t REACTIONS A B Live Load 17880 Ib 39690 Ib 1 Dead Load 7780 Ib 22781 Ib Total Load 25660 Ib 62471 Ib TR11 TR1 Bearing Length 4.51 in 10.98 in J3EAM DATA Center • Right Span Length 40 ft 8 ft Unbraced Length -Top O ft O ft A soft __ en —H Unbraced Length -Bottom 40 ft 8 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center Right MATERIAL PROPERTIES Uniform Dead Load 894 plf 894 plf 24F -V8 - Visually Graded Western Species Uniform Dead Load 393 plf 393 plf Base Values Adjusted Bending Stress: Fb = 2400 psi Controlled by: Beam Self Weight 65 plf 65 plf Fb = 2400 psi Fb' = 1931 psi Total Uniform Load 1352 plf 1352 plf Cd=1.00 Cv =0.80 POINT LOADS - RIGHT SPAN Shear Stress: Fv = 265 psi Fv' = 265 psi Load Number One Cd =1.00 Live Load 11619 Ib Modulus of Elasticity: E = 1800 ksi E' = 1800 ksi Dead Load 5112 Ib Min. Mod. of Elasticity: E_min = 930 ksi E _ min' = 930 ksi Location 8 ft Comp. -t- to Grain: Fc - I- = 650 psi Fc --t-' _ ' 650 psi TRAPEZOIDAL LOADS - CENTER SPAN Load Number One Controlling Moment: 243398 ft -lb Left Live Load 0 plf 18.8 Ft from left support of span 2 (Center Span) Left Dead Load 287 plf Created by combining all dead loads and live loads on span(s) 2 Right Live Load 0 plf Controlling Shear: -28608 Ib Right Dead Load 287 plf At a distance d from right support of span 2 (Center Span) Load Start 34 ft Created by combining all dead loads and live loads on span(s)-273 Load End 40 ft � -------- Load Length 6 ft Comparisons with required sections: R Provided N t2IGHT SPAN Section Modulus: 1512.44 in3 1735.78 in3 Load Number One Area (Shear): 161.93 in2 301.88 in2 left Live Load 0 plf Moment of Inertia (deflection): 4326.58 in4 29942.23 in4 /Left Dead Load 287 plf Moment: \ 243398 ft-lb 279340 ft -Ib R L Load 0 plf Shear: N. -28608 Ib 53331 Ib Right Dead Load 287 plf NOTES `_ . .__ — Load Start 0 ft Load End 6 ft Load Length 6 ft "4 DZ:Z)1 N 1)..) e NTH- • \` cowvTl O7i -rte T � �2+ 46)(S2--- S1,5) SI -ck Fters1.1./c#01A.y4i.) pi . M CONSULTING 1 R] PEY BY DATE ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 SOB NO Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET \ OF 1f T 1- r c\6 lA IV 1 ®l-:. 11 A l�►IIPPEY BY DATE ,L�•jl CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 10B NO Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET t OF e UN► i W V ° q' 114 'x ;3 �°l Po a w ksSmItivE.. CAR,TS 'Fy-a5` M (3) Irx4TS • , r) (z, 67)(t 1 • d - Z7, : � sEa .► ter - pcktzL ► J t (i r - E) ► , Io �C-1 IBS 4 1\ \ 4•I . s ►iv e 1Li1?„2- uor. Vim -Tr3 . �IIJC �I� BY DATE **° 11\ A 1 CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB NO Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET �`'� OF 1 1 G► LPL >'�3 C GM) 1:)3 'FTU -5) _ .55 c>F- °1`1? PPP '.- Tom DE 717-.I SEP = 1.1 ! q 5 'r?.',1 \ N M L- OP% 5 115 t S P�{walo i l l 1�7/ • . UW. C z I Is lm i 7. Li- • — - - - - -_ U,,, w �1 - 1596 15 i I 1 . • - ! 1 -- UMW ' JT _ T2-.4> %' I :_. 920 f `yet =: Fs° I — _ _ Pa5\1 I f 2 TD wT�L:__ E_ '4 04-11 LoN 1 1 , 1 1 "4 i6) I ! 1M N.. TM g i PEY BY DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 JOB NO Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET 1 S OF G ZDZT INT?PP-0) 11,o `N '� i - J � 14 1,) (-4 b = C2107)(_11)= ? Pr ® - ��,�' ki s (710)(.2$ 0 - 21, Ibs a4 v►�wtiow►J - ��. P COX 6 4 ) 1 oa :NJ -S (Ptv F ') P skYMs I cs ' itsth►S1 132_ ) (t 4 L13;=) _ ► is y56 Ids 7 1.(DDIr Ib � 1Le�lEti6llJCSEH BY DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 1OB NO Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET 1 0 (.✓ OF • 0.011 1.711 6.011 27.2 11 95676 .. 1 uUu11ui11111P1uu11,u1_ r r 16021E 1313911, • • 100559.E 1369 lb 01141 . U- S ' IT . 1, 5(0 ► , ` 11 , nz. -(I Ids 7 lo css 1 %■., ■L13-; .ca. \1 j EAJN_ 'g M RIPPEY BY DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 JOB NO Phone: (503) 443 -3900 SHEET 1' OF V 0 Parallel TJI Joist MEMOS ®11155/ D!1 !'! W alligO "POI Sloped Roof Only Allowable Uniform Load (PLF) . TJI /35P Joist Plywood Web Material • ? -:itEPTN.rs t!: 1 1% rr .c& i'.• .0 .14g t.5,? 16r :": 18;. s ''-. : 20, '-,_ . . ._'. ;' 22 r ,. ' 24 i r2• .: r PN t SAk.e rs: >n:ra28 F1, 4 r_ ?F28t £ tr30i,:. 4 g: y h i,,�121,4 272 311 350 389 428 467 506 531 555 555 ° " 3V.I.T 251 287 323 359 395 431 467 490 513 513 g74, dt4t"'' f;' 233 266 300 333 `367 400 • 434 455 476 476 _4 5 ' 215 249 280 311 .342 374 405 425 444 444 I.4: 1 18P.447 , 189 229 263 291 321 350 380 398 416 416 ? ``= X117- 4 167 203 238 273 302 330 357 375 392 392 M.AB>fts 149 181 212 244 276 307 337 354 370 370 : , E4 134 162 190 219 247 276 304 333 351 351 - i:A % • 121 146 172 - 197 223 249 275 .301 '326 333 `�8":y 1s1Y 109 133 156 179 202 226 249 273 296 317 )`_4; m g,• 98 121 142 163 184 .206 227 248 .270 291 3 . " 86 110 130 149 169 188 208 227 247 • 266 76 101 119 137 155 173 191 209 226 244 '+ 68 93 110 126 143 159 176 192 209 225 4. Ix, > 60 85 101 .117 '132 147 .162 178 193 208 � I; -, . 54 . 76 94 108 ,1 136. 150 165 ' ':.179 193 $. '.I 49 69 . :87 '100 114 ; 127 140 153 166 179 3 44 62 81 94 106 118 130 143 155 167 ,tomI 40 56 76 87 99 110 122 133 145 156 •' - `-' 1 u«G 36 51 69 82 93 103 114 125 136 146 t,�' ; f u '' 33 47 .. •63 77 - B7 • ' ..97 • 107 .117. '::127 '137 ' 30 43 57 :. 72 . 82 ; 91 : ` 101 - 110 120 ' 129 1, 39 .: :53 :. . 68 :77 • 86 ..95 104 ' •' 113:. .. 122 ., ri � 36 48 63 73 81 89 98 106 115 33 45 58 69 76 84 92 100 108 2, 4_ 30 41 53 65 72 80 87 95 . 103 a`` !e, :38 . 49 •61 69 76 .83 -: 90 , . .... 97 t -. 35 46 ` 58 65 - 72 '79 :. 85 92- . . v 4 33 42.. ,54 62 . ,.68 . 75 81 . .88 .. ultiple Span Note: Tables below can be used for two or more span conditions. Use longest span for U u li Par el TJI. Joist sizing. Where ratio of short span to long span is less t an .4, contact Technical i U Slope • roof Only Representative for assistance. TJI /35P Joist Plywood Web Material ,fi1 r .-247T,71 �t_'}Z i#X �� "s '' ?: , 1621 -1ms . i4tia tolc'x .s171 ' _' e ar' = :;� _4 ;;' f 4'r - ,I. ..,-' . �1 = fit .. . �. ' .. Pi ` °,. 251 293 330 366 403 440 ,477 425 444 444 1 4. ,;,, ";,41 229 268 304 338 372 406 / 440 392 410 410 err '� .1 •210 246 , 282 :, _113 345 :•377 4O8 364•,. . :381 381 s t .... 194 227 261" 322 35 381 340 355 35 :- _ . - ; C,''. - .• .. - 181 .211. • -:. 242 _ "27 - .:` '302' " ' 1 . . .: - .::357' 319 `- `333..:. :333 • r % + 167 197 226 255 284 310 336 300 313 313 kt :<1f c 149 181 212 239 268 293 318 283 296 296 " ..,:."?- 134 162 190 219 47 276 301 268 280 280 y _; :.121 146 172': 197 r . :109 ' 133 156." 179, 202' I ' ` %1226 , 249 243 ' .254 254 t, 1 tr.• * 100 ':'121 : 142- 163 184. ;206 , '• :. 227 . -232 ` . 242.1. . ...242 y „��::`` 91 110 130 149 169 188 208 221 231 231 r ' 84 101 119 1 155 3 191 209 222 222 �! 77 93 110 26 143 15' 176 192 209 213 ' ' 7 = 71 - 86 : :.'101 . .. , - t ; 132 . ''.: `. , ,-.147 . - . .162 , 178.::: .. :193' : '. ..: 205 �'�.rr 1: . "66 80 94` 108 122 136 150 165,, 179 193 ' ,. fa ., ' -•. 61 74 '8 : '.: 100 114 ,: `127: .. ' . • 140 _ 153r� ' . ....:166 :179 =• x 57 69 81 94 106 118 18 143 155 167 f 4 53 65 76 87 99 110 122 133 145 156 ;4 1fi 50 61 71 82 93 103 114 125 136 146 �, 47. 5 67; :77 87 97 107 117 127 137. ' k 44 3: 63 : ; - ;72 82 =9.1 1D1 : 0`' - 120 '129 x iu ' r41. '50, 59 . . 68 77.' <' . 86 .. . : 95 1 \ ' , ;113: 122 :. n > •� ' „ 39 47 56 64 73 81 89 98 "N 106 115 • N # ' : 37 45 53 61 69 76 84 92 \100 108 ' ,3 42 50 57 65 72 80 87 95 103 : : , .33 40 .. 47 .. 54 .. 61 .69 76 . ' , 31 .: 38 : 45 , 52 58... .65 72 79: : \, 92 30 36 43 " :. 49 . • . . "55 62 „ • 68 -. 75 ; ,: 431,r . 88 Notes: 1. TJI joists, when used in simple span applications, can be cambered to 2250' radius upon request. 2. TJI joists are not available with camber in multiple span applications. 3. Provisions must be made for positive drainage. Minimum slope = 1/4" per foot. Note: TJI joists with plywood webs are not available in all areas. Contact your Trus Joist MacMillan representative for availability. tr • REV. 1/92 W 6.3 Wind And Seismic Loads On Mechanical Unit Worksheet calculates the the wind and seismic forces for a rooftop mounted mechanical unit based on the ASCE 7 -02. Holdown forces are calcuated based on 0.6D + (W or 0.7E) load cases. Wind parameters Wind speed := 100. mph (Wind speed - 3 second gust or fastest mile in mph) Exposure:= "B" (Exposure "B ", "C ", or "D ") Convert := "no" (Convert fastest mile to 3 second gust, "yes" or "no ") Seismic parameters S := 0,702 (Design spectral response acceleration) a:= 1.0 (Mechanical electrical seismic coeffecient) R 2.5 (Mechanical electrical seismic coeffecient) P I E : = 10 . (Seismic Importance factor) Mechanical unit dimensions Displacement:= "5 -Ton Unit" (Unit displacement, e.g. "10 Ton ") Weight:= 920 • /b (Total mechanical weight in lb) Height:. 32 • in (Unit height in feet or inches) Width := 44 • in (Unit width in feet or inches) Length := 82 • in (Unit length in feet or inches) Curb := 20 • in (Curb height in feet or inches) Building parameters Category: = "II" (Building category, "I", 'II ", "III", 'IV ") Roof elevation := 20 • ft (Elevation of roof in feet) Summary D= 920/b Displacement = "5-Ton Unit" ®``` E ASD = 217 /b • 'Qc- , e< W = 529/b ' °� '� hseismic= 3•00 ft 1 L x= 3.34 f[ ! Twind ='68 /b ) (0.6D +W) hwlnd = 2.171t (0.6D +0.7E) rsmic Notes: 1. Positive sign convention shown. Negative values indicate opposite direction. 2. X equal the width of the unit minus 3" /TM TM RIPPEY BY B DATE CONSULTING ENGINEERS CHIC BY DATE 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 JOB NO Phone: (503)443 -3900 SHEET OF Wind And Seismic Loads On Mechanical Unit • Worksheet calculates the the wind and seismic forces for a rooftop mounted mechanical unit based on the ASCE 7 -02. Ho /down forces are calcuated based on 0.6D + (W or 0.7E) load cases. • Wind parameters Wind speed := 100. mph (Wind speed - 3 second gust or fastest tulle in mph) Exposures= "B" (Exposure "B'; "C ", or "D") Convert := "no" (Convert fastest mile to 3 second gust, "yes" or "no ") Seismic parameters S := 0.702 (Design spectral response acceleration) a 1.0 (Mechanica! electrical seismic coeffecient) Rp • = 2.5 (Mechanical electrical seismic coeffecient) I 1.0 (Seismic importance factor) Mechanical unit dimensions Displacements= "7.5 -Ton Unit" (Unit displacement, e.g. "10 Ton") Weight:= 1500 • lb (Total mechanical weight in /b) Height:= 42 . in (Unit height in feet or inches) Width := 59 • in (Unit width in feet or inches) Length := 89 . in (Unit length in feet or inches) Curb := 20 • in (Curb height in feet or inches) Building parameters Category :_ "II" (Building category, "I", "II'; "III ", "IV") Roof elevation := 20 • ft (Elevation of roof in feet) Summary D = 15001b Displacem "75 Ton Unit ". \ ®` EASD= 354/6 W = 6134/6 h seismic = 3.42 ft x= 4.59ft 'T •, 65 (0.6D +W) hwind = 2.58ft T -186/b . (0.6D +0.7E) seismic • Notes: 1. Positive sign convention shown. Negative values indicate opposite direction. 2. X equal the width of the unit minus 3" TM RIPPEY BY BWH DATE CONSULTING ENGINEERS Ctiti BY DATE 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 JOB NO Phone: (503) 443 -3900 SHEET So OF • Wind And Seismic Loads On Mechanical Unit • Worksheet calculates the the wind and seismic forces for a rooftop mounted mechanical unit based on the ASCE 7 -02. Holdown forces are calcuated based on 0.6D + (W or 0.7E) load cases. Wind parameters Wind speed 100. mph (Wind speed - 3 second gust or fastest mile in mph) Exposure :_ "B" (Exposure "B ", "C ", or "D") • Convert := "no" (Convert fastest mile to 3 second gust, "yes" or "no ") Seismic parameters S := 0 • (Design spectral response acceleration) a := 1.0 (Mechanical electrical seismic coeffecient) R p : = 2.5 (Mechanical electrical seismic coeffecient) I E:= 1 (Seismic Importance factor) Mechanical unit dimensions Displacement := "15 -Ton Unit" (Unit displacement, e.g. "10 Ton ") Weight:= 3254 lb (Total mechanical weight in lb) Height:= 52 • in (Unit height in feet or inches) Width := 92 • in (Unit width in feet or inches) Length := 136 • in (Unit length in feet or inches) Curb := 14 . in (Curb height in feet or inches) Building parameters Category: = "II" (Building category, "I', "II ", 'III ", "IV ") Roof elevation := 20 ft (Elevation of roof in feet) Summary D= 3254 Displacement ='t15,Ton U nit' ®< E ASD = 768/ b / W = 1112/6 hseismic = 3.33 ft • X= 7.34 ft Twind. = 559Ib' (0.6D +W) hwind = 2.75 ft T seismic = 62 = 71b. (0.60+0.7E) • Notes: 1. Positive sign convention shown. Negative values indicate opposite direction. 2. X equal the width of the unit minus 3" /11\dp TM RIPPEY BY BWH DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 JOB NO Phone: (503) 443 -3900 SHEET FI ( OF • .! . ULTRA HIGH EFFICIENCY GAS /ELECTRIC Date 11/21/20 Page 9 It's Time to Get Comlortable" UNIT Order No Project Name Rite Aid 5353 Tigard, OR �' . Architect ' C - .I'r-� ) Engineer Purchaser - Submitted By QUANTITY: 1 • UNITS DESIGNATION: Schedule No: Model No: ZJ060N10P2DAA2 COOLING PERFORMANCE i ,:., . Total Capacity 5 9.9 MBH 6 s.' Pt " u4 r I `t i t ) 3 -;t' 3 i t r '4 s 5 Sensible Capacity 42. MBH c : � r � � 1 ; v J ii"( t r ' . � ,� ' "�`"'"" y ''' b 1 l f 1 . f' P Y i 1 1 nr" l r s,s 1" r r F" r ,aer. , te" Pf' 'fib 1 " 1 ; � al i - ri' ° "' '' t �; rz i Efficiency (at ARI) 13.0 SEER ,�. L- s� > ,1' � t�' W L `� r• i4 rkt k7 tr��4• �' - ' -'�N ' w, y ll,, 1 5 ,.. e i tkt ' �k � 0,4 Sri ? - "1u ' 1, .'G ,: _ 1 ,t' r �A i .+F � r.'y "'' r j 'a C 'mot Ambient DB Temp 5.0 F ,,a n( i, ,, ?).4.1zvs� y „ °; ' �q'k `< ' ,' P , sir , t+.W. a (1 � pft 1 -rAf �+y ry } I i lrr Entering DB Temp 80.0 F r a� , r 4 L ' A ' , ,/, 3 r I r r w Entering WB Temp 67.0 F v y4 , r , r , ? ,)�t 7 e '- r 43r t < Leaving DB Temp 60.2 F ` Ir ft ^ 1 w r �, � { .,� , s '' 1 Leaving WB Temp 57.6 F �3 w i « r< , , r 1 t i ' ,' � < ti <� 3%,,:r,Iv r, t' , I, , u Power Input (w /o blower) 4.80 KW 41r ; � `" r", t t ?'' J7{ . %0(, ` <,'S ' ' ? , � � ne S N t ».a t zVt- d , r rt.E l i s i Elevation 0 Ft ,. j'11 : :r 2t ' t ' ., t '1" 4r 4 ,, W- Sound Power 81 Dbels , k t µ ti, 0 .14",', , HEATING PERFORMANCE '` ' Ot Gas Fired Input @ Sea Level 0 MBH ` -az .i -,,,, i '' Gas Fired Output Sea Level 99 MBH Wiz~ ' 44/. AFUE a lb Entering DB Temp 60.0 F GENERAL FEATURES " Leaving DB Temp " F SUPPLY AIR BLOWER PERFORMANCE - S olid State Control B - Solid State Control Board with Flash Code to Monitor System Operation Supply Air 2000 CFM - Low Ambient to Zero Degrees Outside Air 0 CFM - Complete Factory Package - Tested, Charged, Wired External Static Pressure .60 IWG - Hermetically Sealed Compressor - Unit Underside Insulated Duct Connection Location Bottom - Spark Ignition - induced Draft with Post Purge Logic on Gas Fired Units Blower Speed 1189 RPM - Ambient Modified - Time/Temperature Defrost Logic on Heat Pumps Motor Rating 1,5 HP - Bottom or Side Duct Configuration Capability Power Input In 1.10 KW - Low Voltage Relay Board With Terminal Strip P - PTC Type Crankcase Heater Brake Horsepower 1.18 BHP - Liquid Line Filter Drier ELECTRICAL DATA - Plug -Type Wiring Hamess Connectors for Economizers - Permanently Lubricated Motors Power Supply 208 -3 -60 - 24 Volt Control Circuit with compressor lock out protection Minimum Circuit Ampacity 29.5 Amps - Copper Tube /Aluminum Fin Coils Maximum Overcurrent Device - 2 " Filter Rack with 1" T/A Filters Max F O 40 Amps - High 8 Low Pressure / Loss of Charge and Freerstat Protection Switches HACR Circuit Breaker 40 Amp - Easy Access to all Electrical Components DIMENSIONS & WEIGHT - Rigging Holes and Forklift Slots in Base Rails for Lifting -- - - Single Point Power Connection Height 33 in Width 82 in De th -. - Powder Paint Finish That Meets ASTM -B117, 1000 hr. Salt Total Weight (incl factory options) 720 Lbs ) Spray Test Standards CLEARANCES \-_______---- -- - CSA Agency Approval on all Units - Factory Warranty . • One Year on the Complete Unit - Front 32 in Back 36 in - Four Additional Years on the Compressor Bottom 1 0 In Top 2 72 In - Nine Additional Years on the Gas Fired Heat Exchanger Left Side (filter access) 36 in Right Side (outdoor coil) 24 in 1. Units may be installed on combustible (loots made from wood or class A, B or C root ccovering materials. A 1 in. clearance must be provided between 2. Units must be Installed out doors. Overhanging structures or shrubs should not obstruct condenser air Ischarge any combustible material and the supply air Locale the unit so That the vent hood outlet is al • ductwork for a Distance or 3 lest from the unit. - 3 feet above any forced air inlet located within 10 horizontal feet (excluding those integral 10 the The products of combustion must not be - 0 feel below, 4 horizontal (eel Irom. or 1 1001 above any door or gravity air inlel 10 the spaced to accumulate within a confined space and recirculate. - 4 feet from electric meters, gas meters, regulators and relief ESP XP RPDF May 2006 Subject to change without notice • Check local codes (� • YORK- ULTRA HIGH EFFICIENCY GAS /ELECTRIC UNIT Date 11/21/20 Page 10 Order No It's Time to Gel Comfortable ZJO6ON10P2DAA2 CONTROL BLOWER VENT AIR FIELD - SUPPLIED BOX ACCESS OUTLET HOOD DISCONNECT SWITCH ACCESS LOCATION (---------\ ____..---- �� !, CONDENSER COMPRESSOR ACCESS �_ , \ r -. Ill9 COMBUSTION AIR ! ( 1 V INLET HOOD FILTER ,-- r „� pas I� I ACCESS'' 1 44/8 r r 7 RETURN AIR 32.518 j SUPPLY AIR • `'• CONDENSER AIR : - / ....] - GAS HEAT ' ' �•, ' -, i i FRONT VIEW ; ' — ACCESS OUTDOOR AIR " \ C (Economizer) GAS SUPPLY �j /'8 ENTRY 2 -1/4 • • ' 32 1/4 , \ 2.1/2 ISO 3/4' PVC FEMALE' �� , COND. DRAIN r 9001 W I i � � / ? i WIRING ENTRY 11 -1� 6-1/1 CERTIFIED I. 742 53/8 /. / ' �• � t \N. 17.72 / �� GAS SUPPLY \ 7-7/B 4 .i ENTRY BOTTOM SUPPLY 9 8-1 re ,. &RETURN AIR - ." 32 -1/4 UNIT BASE WITH RAILS OPENINGS `• Shown separately to Illustrate POWER WIRING ENTRY 4P / bottom duct openings, power and gas piping connection locations. CONTROL WIRING ENTRY - NOTE: For curb - mounted units. 8 -3/8 refer to the duct hanger dimensions of the curb for the proper size or the supply and return air duct connections. FILTER ACCESS_ Utilities Entry Data I . 1 Hole Opening Dia. Use MOTOR ACCESS A 7/8" KO Control Side or Bottom FIELD-SUPPLIED B 2" KO Power Side or Bottom DISCONNECT SWITCH LOCATION C 1 -5/8" KO as Piping Front Ai G ` D _ 1 -1 KO Bottom • MOUNTING BRACKET O _ FOR DISCONNECT SWITCH II ( It Shipped attached to the " �� blower housing inside / �0 the blower compartment) +1 A, ENTRY CONTROL BOX ACCESS DISCONNECT SWITCH LOCATION AND MOTOR ACCESS PANEL FOR UNIT WITH 'BELT-DRIVE" OPTION ESP XP RPDF May 2008 Subject 10 chango without nolico - Check local codes • MYORIC / 1 � - pA Date 11/21/20 Page 2 ti's Time to Get Com/ortable•- Ultra 11-Ii §h Efficiency Gas/Electric Unit Order No Protect Name Rite Aid 5353 Tigard, OR Architect Engineer i , Purchaser / ' Submitted By QUANTITY: 2 UNITS DESIGNATION: Schedule No: Model No: ZH090NI5P2DAA4 COOLING P Total Capacity 93.6 MBH - ;, : :- 1: ;2 '1 _ __ , P Y in 7,./.. j rr; ':{ ;,, w MBH :Ir;� •s _ ^ }7i;^ , ..,y,. 3S i`S`r. , .. ; ; ,<`;'`"' Sensible Capacity 68.8 ; * ,,,, r. 1 F „4 .... 11,40 EER � %<ra ®; � !1' r ; ;: ,a. Efficiency (at ARI) =s,.r f . ;.: „ -. - ; �; ;. ;,, . � ; n !: wrrr :..�'_� � ?� VW; q ��". � y ��,;, , K.`.r :, ' Part Load Efficiency 12.40 IPLV ' i 1 i f , ,, .” tt,i t r Vi it l � r: - t � r "`a� �'d!v i s W - r f r Ambient DB Temp 95.0 F i�' ,�s r7 J ia�r � - G1 i a, �r i f lr w v i. s rrh r . r -` Entering DB Temp 80.0 F Ibv 0:477?-!'; ,l : 4R . ; t r�, f r `;fry y ;, z Entering WB Temp 67.0 F 4 I ,Rpr �:°~Y,c : < j,, - F,j ~ .s. . Leaving DB Temp 58.7 F :,i11,47: F� ;i'tt�rbti I;.ns"P' t ",� . .,"` ' 1 . •nYL" � Leaving WB Temp 57.1 F l ' i' cl �1 'f } , t .0 Power Input (w /o blower) 6.80 KW �' � rfi �;% r " ', � " `� `rr s 4, • . � a l i of i 0 y . -( I. Tit 5 r i t� .� L.'.. Elevation 0 Ft 4 4Nr Tiaf3 �r u- i Te Sound Power 83 �;;, : • it ,� � s ,,SY . . ..,,,,,f- f `' ; Dbels :i " ' „ t r� s .110411:;k4.11 HEATING PERFORMANCE • 6-, c. : ? „ *Y'• rtr Gas Fired Input @ Sea Level 180 MBH ' r • . -' - Gas Fired Output @ Sea Level 144 MBH :fit ” Steady State Efficiency 80.0 % GENERAL FEATURES Entering DB Temp 60.0 F Leaving DB Temp 104.4 F - Refrigerant R410a - Complete Factory Package - Tested, Charged, Wired SUPPLY AIR BLOWER PERFORMANCE - Two -Stage Cooling with Independent Circuits and Face -Split Evaporator Coil Supply Air 3000 CFM - Hermetically Sealed Compressors Outside Air 0 CFM - Simplicity Controls - Adjustable Belt Drive Blower External Static Pressure 0.60 IWG - Solid State Control Board with Flash Code to Monitor System Operation Duct Connection Location Bottom - Two-Stage Heating with Spark Ignition Blower Speed 1245 RPM - Induced Draft with Post Purge Logic on Gas Fired Units Motor Rating 3.0 HP - Bottom or Side Duct Connections - Low Voltage Relay Board With Terminal Strip Brake Horsepower 2.03 BHP - Crankcase Heaters Power Input 1.89 KW - Solid Core Liquid Line Filter Driers ELECTRICAL DATA - Slide -out Condensate Drain Pan • - Hinged Access Panels Power Supply 230 -3 -60 - Slide -out Blower/ Motor Assembly • Minimum Circuit Ampacity 47.0 Amps - Low Ambient to Zero Degrees - Com pressor Antl- Recycle Protection Maximum Overcurrent Device - Plug -Type Wiring Hamess Connectors for Economizers Fuse Size 60 Amps - Permanently Lubricated Motors HACR Circuit Breaker 60 Amps - 24 Volt Control Circuit with Compressor Lock Out Protection - High Pressure. Low Pressure and Freerstat Controls DIMENSIONS & WEIGHT - CopperTube/Aluminum Fin Coils Easy Access to all Electrical Components Height 4 in Width 89 in Depth 5 in - Rigging Holes and Forklift Slots in Base Rails for Lifting Total Weight (incl factory options)1110 Lbs - Single Point Power Connection CLEARANCES - Powder Paint Finish That Meets ASTM -B117, 1000 hr. Sall Spray Test Standards Front 36 in Back 36 in - CSA Agency Approval on all Units Bottom' 0 in Top 72 in - Factory Warranty In - One Year on the Complete Unit Left Side 36 - Four Additional Years on the Compressors Right Side (condenser end) 12 in - Nine Additional Years on the Gas Fired Heat Exchanger I. Units may be installed on combustible floors made from wood ' O ' or W A. B or C roof covering materials. 11 2. Units must be installed out doors.Overhonging structures or 9001 shrubs should not obstruct condenser air discharge outlet. ' - CERTIFIED ESP XP RPDF May 2008 eubjecl 10 change without notice - Chock local codes 2L't • i a / 4 . TO/ Date 11/21/20 Page 3 It's Time to Get Comfortable" Ultra Hi h Eff iciency Gas /El+r Unit Order No Project Name Rite Aid 5353 Tigard, OR Architect Engineer Purchaser Submitted By QUANTITY: 2 UNITS DESIGNATION: Schedule No: Model No: ZH090NI5P2DAA4 TEST -: � T`:K 1 J 0 . -11/32 —� �-- . = See Detail A Power C ontrol B try I Entry 1 0 En 2 -1/2 I 0 7/8 • f- Power ?4,; 4-1/4 I � ■I / ir . : l "d 0 2 -1a I it - �) r - = 11-112 Caaerllen �� 11 WJ Power Outlet I IN II 07% I - Dimensions 3D 3116 17- 3118_`�� FRONT See Detail C For Drain gg 243118 8-3 lerl'� Dimensions See Detail D LEFT �� Unit u Mood Number A ' DM090.102 42 DM078,120,150 50 -314 0F090,102 142 DF078,12D 50."314 D11028,090,102 42 • 011120, 150 50.314 DR090 -120 50 -314 XP0rZH078,090 42 XPorZH102,120 50.314 0P090 42 EIP078, 102, 120,150 50 -314 2 -3/8 3/4" NPT female pipe connection Gas Pipe Inlet ■ -o A O Ilk 3.3/4 L —_____ ......_ m 5-114 r Base 5.3/8 Milll • 017 -13/16 Pan ` View of Wall Across from Coil 3-9/16 1 ill ajimm■ Detail B petail_C - Baserail Dimensions Detail 0 - Drain Dimensions ESP XP RPDF May 2008 Subject 10 change without notice • Check local codes 2S • :;' It j a MAGNUM Date 11/21/20 Page6 /1•s Time to Gel Comfortable- Ultra High Efficiency Gas /Electric Unit Order No Project Name Rite Aid 5353 Tigard, OR - .. __ Architect Engineer . ,'----- - ngineer _ �D I. Purchaser Submitted By QUANTITY: 1 UNITS DESIGNATION: Schedule No: Model No: ZJ180N24P2DAA2 e COOLING PERFORMANCE , Total Capacity 197 MBH Sensible Capacity 144 MBH 12.40 EER t ''yf t «,._..._. Efficiency (at ARI) {( k} r , , :.� _ �; '�;`��- ,:.,,. <...,..:,. r. i '�r'- - ,i 101,_ ` ..' i i::,:;G•' ';.:: ? r. Part Load Efficiency 13.90 IPLV 95.0 F p;, Ambient DB Temp , .O p'r �, "° Entering DB Temp 80.0 F ;° ,k 'r .' '' 'b il s fig.,- r + r ti Y Entering WB Temp 67.0 F ? `f 004, r J , , ` f1 `� �r. K r � .r V( �, rl, Y Leaving DB Temp 57.7 F " Y ,I re -,,)fi }fir , , ,eeks'r 1 '` • h f .1 T x X� f4 Y � Leaving WB Temp 56.6 F i : n th ��hh � f 10',' "Y Power Input (w /o blower) 13.00 KW . ` '� tg ' , � j t ` " 0 Ft 'KIt'7ti , , a �� , Elevation ., .i ,1 �,. } , , Sound Power Dbels « , , ;`r; i HEATING PERFORMANCE ' '.. Gas Fired Input @ Sea Level 300 MBH Gas Fired Output @ Sea Level 240 MBH _ GENERAL FEATURES - Super high cooling efficiency that exceeds ASHRAE 90.1. Steady State Efficiency 80.0 % - Complete Factory Package - Tested, Charged, Wired Entering B Temp 60.0 - Four -Stage Cooling with Independent Circuits and Face -Split Evaporator Coil g P F - Hermetically Sealed Compressors Leaving DB Temp ' "" F SlmplicityTm Controls SUPPLY AIR BLOWER PERFORMANCE - Adjustable Belt Drive Blower - Solid State Control Board with Flash Code to Monitor System Operation Supply Air 6000 CFM - Two•Stage Heating with Spark Ignition Outside Air 0 CFM - Induced Draft with Post Purge Logic on Gas Fired Units External Static Pressure 0.80 IWG - Bottom or Side Duct Connections Duct Connection Location Bottom - Crankcase Heaters Blower Speed 1038 RPM - Solid Core Liquid Line Filter Driers Motor Rating .0 HP - Hinged Filter Door and Toolless Access Cabinet Optional g - Low Ambient to Zero Degrees Brake Horsepower 4.29 BHP - Compressor Anti - Recycle Protection Power Input 3.85 KW - Plug -Type Wiring Harness Connectors for Economizers ELECTRICAL DATA - Permanently Lubricated Motors 24 Volt Control Circuit with Compressor Lock Out Protection Power Supply 208 -3 -60 - High Pressure, Low Pressure and Freerstat Controls Minimum Circuit Ampacity 86.5 Amps - Copper Tube /Aluminum Fin Coils Maximum Overcurrent Device - Easy Access to all Electrical Components Fuse Size 100 Amps - Rigging Holes in Base Rails for Lifting Single Point Power Connection HACR Circuit Breaker 100 Amps - Powder Paint Finish That Meets ASTM -8117. 1000 hr. Salt Spray Test DIMENSIONS 8 WEIGHT Standards - CSA Agency Approval on all Units Height 5 in Width 181 in Degtb-_9 in - Factory warranty Total Weight Incl factory options) S 3054 Lbs > - One Year on the Complete Unit 9 ( y P ) / Four Additional Years on the Compressors CLEARANCES------- - Nine Additional Years on the Gas Fired Heat Exchanger Front 36 in Back 49 in • Bottom 0 in Top 72 in Left Side 36 in Right Side (condenser end) 36 in 1. Units maybe installed on combustible doors made from wood \ or class A. a or C roof covering materials. �� • 2. Units musl be installed oul doors. Overhanging structures or shrubs should not obstruct condenser air discharge outlet. ; 90: 01 ; CERTIF ESP XP RPDF May 2008 Subject to change without notice - Check local codas • , 4 G MAGNUM Date 11/21/20 Page 7 It's Time to Get Comfortable- Ultra High Efficiency Gas /Electric Unit Order No Project Name Rite Aid 5353 Tigard, OR Architect Engineer Purchaser Submitted By QUANTITY: 1 UNITS DESIGNATION: Schedule No: Model No: ZJ180N24P2DAA2 ECONOMIZERI MOTORIZED DAMPER / FIXED OUTDOOR INTAKE AIR AND • POWER EXHAUST RAIN HOODS BLOWER (gee detail Y) MOTOR SLOWER ACCESS BLOWIER COMPARTMENT ACCESS ACCESS \� 180.19132 COMPRESSOR ACCESS (Aa,nl.rYl 001 PLUS 52418 • the pressure , aas MUM . } A CCESS ki' ... ?''ll�\ COIL OUTLET . ' O D UAAD . HOODS CON ;��L� COMBUSTOR `\�� 27 . 00 1 • AA INLET 1 1000 .---- ` I ;.... IwpA, 9 =�� CONDENSER SU►IL - � Y \14 J ►.. COILS \ 7-1/81 � `. RETURN NR 7• , , ► ^ 136.114 r . ` \ � WIRING q* SUPPLY AIR 1 6.3/8 s CONDENSER AN 1 ' fumy gg J ` OILCONMLCI Ln&' 46 -5 /8 LTxreN '' OUTDOOR AIR CONTROLROX 11 - 1/2 ` LOCATOR Iem.wNnO ACCESS 5.7 ' (BIPOWER 35 ` N1mR0 Alldimoasb n In loam. TMY ar. ENTRY .ubl t o ch anp. Mlhoul notice. C.NINd dlnwnelonu will b. provided ® e011DM SUPPLY upon n0uml. illi 35•T/4� AItOAENRN AIR OPUaN0.1 ', 2 -3/_ 4y 2.'>.<Z' y/ 3314 UNIT RASE RAILS 21 -112 Shown aaparouN to Ub.tre• Bottom Ductopaoa Now ' and O.. Piping Connection 101 • location. OAx SUPPLY `� EN Connection POWER WIR ING NOTE 11-1 /8 ; / / ENTRY For curb mounted ands. M. to We curb tuna. 12 -112 • �!�, dim.mbna of led curb for proper au. of W ,, . � -1 r W CONTROL WIRING .imply and 101.11101f connections. 1 46-5/8 + ENTRY 94/4 9-314 SECTION Utilities Entry Data T _= Hole Opening Die. Use a 00TpW0 - KO Front ` j - 01 tro;preeaum A 1 314" 1lB NPS (F) Control Bottom 40 - 318" drop madmx) . 3 -5/8" KO Power Side I FILTER 3" NPS (F) Bottom l's. swPa � I ACCESS C 2 -3/8" KO Front lq,, I ` D 1 -11!16 Hole _ Gas Piping Bottom./ • • s , OUTDR OOR `� 2" PP SULY AIR ►. ACCESS 18- 5 /8 " / A r1 N REI URNMR 5 -118" - \tt / +� CONNECTION ACCESS 27-3/4" ' -I V OUTDOOR AIR REAR 39 -5 /8" COMPARTMENT ACCESS VIEW 4 ESP XP RPDF May 2008 Subject to change without notice • Check local codes in