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Specifications OFFICE COPY - , Scope of Work: Replace existing rooftop unit with new unit of the same capacity. Existing Unit Models:Carrier,48TJD005---501QE RECEIVED Existing Unit Weight:476 lbs APR 3 2023 New Unit Model:GBC048A3EMB CITY OF TIGARD New Unit Weight:566 lbs BUILDING DIVISION —IN ., e ‘ 41c641 , l' *,Unit Location, t#0.......-'. 1.01..- .., ...tiNVO(0100/11I ,A.Oilk• , A10100A,akiiiiiii a. dilill '' , . 'OFFICE COY. .. , _ ., crry OP TIGAIU), -- -. -- ,..„, REVI D FOR CODE C4IPAPL/A.NC111 VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT Approved: I , _, BASED ON CONSTRUCTION OTC: ( 1 DOCUMENTS AND OTHER DATA SHALL NOT PREVENT Permit#: THE CODE OFFICIAL FROM Address: IsT...g.L....7............e. kroslcii....dik,• - i REQUIRING THE CORRECTION Suite #: OF ERRORS. CC 1 r F; 4 13y: Date: Lis ) • TM RIPPE 7650 S.W.Bevetand St. Y' Tigard,Oregon 97223 CONSULTING ENGINEERS Phone: (503)443-3900 Fax: (503)443-3700 RECEIVED STRUCTURAL CALCULATIONSR 3 `` CITY OF TIC xD PROJECT: WILLAMETTE HVAC-11507 SW PACIFIC HWY-P TERRACE 11507A SiAUCTURAL LOCATION: 11507 SW PACIFIC HWY, .00 PROffssi TIGARD,OR 97223 hk yG1 NEED O'f'9l • CLIENT: WILLAMETTE HVAC / 6512PE DATE: MARCH 22,2023 /ON , OREG PROJECT NUMBER: 23032 <Ofy�'Pelt s,������� YLEW EXPIRES: 6-30-24 TABLE OF CONTENTS: ITEM SHEET NUMBER GENERAL NOTES N1 DETAIL SKI—SK3 CALCULATIONS Cl—C7 DESCRIPTION: THIS DESIGN PACKAGE INCLUDES SKETCHES AND CALCULATIONS FOR THE INSTALLATION OF ONE(1)REPLACEMENT ROOFTOP MECHANICAL UNIT INSTALLED ON THE EXISTING CURBS. GENERAL STRUCTURAL NOTES CODE REQUIREMENTS: CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2019 OREGON STRUCTURAL SPECIALTY CODE, REFERENCED HEREAFTER AS IBC. DESIGN CRITERIA DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC, IN ADDITION TO THE DEAD LOADS,THE FOLLOWING LOADS WERE USED FOR DESIGN,WITH LIVE LOADS REDUCED PER IBC: UNIT WEIGHT: RTU—TRANE,GBC048A4EMB00=765 LBS(MAX.WT=858 LBS W!CURB) WIND SPEED:97 MPH(3-SECOND GUST),EXPOSURE:B SEISMIC IMPORTANCE FACTOR le:I.0 SITE CLASS:D(ASSUMED) SDS=0.697 ap=2.5,Rp=6.0 EXISTING CONDITIONS: THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS,DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK. TEMPORARY CONDITIONS; THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. CARPENTRY; SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION,LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. UNLESS NOTED OTHERWISE ALL LUMBER SHALL BE 19%AT TIME OF FABRICATION AND DRIED TO A MAXIMUM OF 15%, FRAMING ELEMENT SPECIES&GRADE POSTS AND BEAMS 4X OR SMALLER D.F.#2 OR BE1 I1:R FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY(OR ENGINEER APPROVED EQUAL)AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND ATTACHED PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE.ALL FRAMING NAILS SHALL BE COMMON NAILS. NO BOX NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT WITH PRESERVATIVE TREATED WOOD MUST BE HOT DIPPED GALVANIZED OR HAVE ZMAX COATING. ALL FASTENERS IN CONTACT WITH FIRE RETARDANT LUMBER MUST BE HOT-DIPPED GALVANIZED. MECHANICAL: THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT,MECHANICAL,PLUMBING,FIRE SPRINKLER, MACHINERY,AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS 1'O STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION(SMACNA),OR SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S DRAWINGS,SHALL BE DESIGNED IN ACCORDANCE OF THESE GENERAL NOTES,BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT OCCURS,AND SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION. IML1TM RIPPEY Consulting Engineers -- By: AP Date: 7650 SW Beveland Street Chk By: Date: Suite loo Willamette HVAC - 11507 SW Pacific Tigard,Oregon 97223 Hwy- Job 1!: z30 Phone:(503)443-3900 Pacific Terrace 11507A- RTU Sheet: NI Of: REPLACEMENT RTU _: S k ..;;; ti,,Tz. ,,,,:- ..,..„:„:„;,.;;;I----ilii, .ig. iiii4;iiiiiiiii5R -,:ifl:.,...-4:-,Toiiiiiiiiiiiili467F4ii-T.p..‘A77:77.7;„ 7:-:,:. ,,_.„..i. „ pK 4 d- F, w •... ... ..........„,........„..,...,..,......„_..,...................................„„.„•..............:„...........................,..............„........,....,...........,......,...,......,..........,................,...,...„...„....... .... ... .........„...„„.......„.„....,..„.„..................„,....... . 99cC F ...................„,,„.....,....................„..........•............."....."...:•.............•....•...............:....,.....:...•.........._.........„..,........................,..........„..,..................„.„....„......„.„, ....... .,.....,......„.......„........... . ......................., .. ....„......:.......„„,.........................„......... .. . ........,.......................................................:„..............„.........,...„....„,„..."........... .... ... .„.„.„:_„_,..:_.......„...........,.,...............................„: .. . .......„...„.„.:".„.„.....„:„..„..,..,...„.„............:.„...............:.............. ... .....,......,..........:............,.....................„...,.,..........................„.„......,....: „...._.,_,..„,„„,.„:„....„.„„...„...,.,.:...„........:.....,.„.„„...........„...,.., . ........... ....._......,......,.............._......... .............,....,..... ...... ,......."..". ......................................:„................ .. ........,.......,........_......._..,,...,....,...,....................„..„............................„. 1 } 4;a (E)51/2 X 20 Gl BEAM { j:"------ -- --""-------- ----- (E) 14"RED 1-65 @ 32"0/C JOIST(VERIFY). ' _N AREA OF WORK OX ' ) _ NOTE: .. -DRAWING IS FOR REFERENCE ONLY.TMR NOTES ARE BOXED. KEY P LAN -CONTRACTOR TO VERIFY ALL THE EXISTING FRAMING AND REPORT IT TO E.O.R.IF ANY DISCREPANCIES ARE FOUND. 11507 SW PACIFIC HWY, A 0SITE PLAN LOCATION TIGARD,OR97223 N I � I: TM RIPPEY ers .LYl r1. Consulting Engine By: AP Date: 7650 SW Beveland Street Willamette HVAC- 11507 SW Pacific Hwy- Chk By: Date: Suite 100 Pacific Terrace 11507A- RTU Tigard,Oregon 97223 Job#: 23032 Sheet: SK1 Phone:(503)443-3900 (E)GL.BEAM PER 1/SK1. ----.N.,,s.%......< (E)JOIST PER 1/SK1 ;kS f,+{•$: ♦ ?.:{}Yr•$ •`.tif4' ..4?7C•:4t<:•5 r?a '•v{•::NO -.'.r ••ik. ,• 'err v sf : t ° OUTLINE OF CURB u '" 4' '°"' fi } VERIFY UNIT IS %YY�`''e y ''''�': ' `z'.'' .' �cs LOCATED OVER rr' '�•'.`'`�n•; `C{'' {'' :` k' '' : JOIST AS SHOWN , ewe :i s h. $ SlAUCTURAt � p P R 0 fist\3, 40 ( 15P \ rt OREGON 1. Ill O eR 9, fy�gkVLEWE.A��� NOTES: EXPIRES: 6-30-24 -ALL WATERPROOFING IS BY OTHERS. -VERIFY SUPPORT FRAMING IS PROVIDED AS SHOWN AND ALIGNS UNDER RTU CURB,NOTIFY ENGINEER IF NOT. N CC RTU ROOF FRAMING PLAN SK2 N.T.S. -rIVIK TM RIPPEY Consulting Engineers By: AP Date: 7650 SW Beveland Street Willamette HVAC- 11507 SW Pacific Hwy- Chic By: Date: Suite t00 Pacific Terrace 11507A- RTU Tigard,Oregon 97223 Job#: 23032 Phone:(503)443-3900 Sheet: SK2 ! t 1'-0", TYP. - 1 "' CLIP LOCATION(4) TOTAL. SIMPSON°A35°LOCATION TYP.(8)PLACES 3''* 1 1 MECH.UNIT OUTLINE. 1144 , EITHER EQ.SPACED OR PLAN VIEW 15011-+WAYS N.T.B. 7YP. MECHANICAL UNIT BY 61+ • OTHERS. 16 GA CLIP +e GAME smwac can xra 16 GA.CLIPS W/(8)#10 TEK SCREWS PER CLIP,(4)CLIPS REQUIRED.SEE PLAN VIEW FOR CLIP LOCATION. WOOD BLOCKING REQUIRED. ---__,46 FLASHING AND INSULATION NOT SHOWN FOR CLARITY. NEW SIMPSON'A35"W/(8)#9 X3/4"SMS SCREWS WATERPROOFING IS BY —,---. TO EXISTING CURB AND(8)#6X FULL PENETRATION OTHERS. INTO THE PLYWOOD THROUGH LEVELING CURB. SEE PLAN VIEW FOR LOCATIONS. EXISTING LEVELING CURB ASSUMED. '41 14 , ( i i i i i ." :411 'illii Z i i f " i r / I NN (E)ROOF SHEATHING. (E)I-J01ST PER 1/SK1 NEW LEVELING CURB PR0ff TO MATCH EXISTING. (7CTUR , rt GI NF.A (//i,� /8512PE ` . Pike; OREGON 1, #9 OM O NCH 9, 2 fyV4 KYLE WE." EXPIRES: 6-30-24 NEW CURB AND HEADER ATTACMENT N.T.S Ix 1K TM RIPPEY -LY-L Consulting Engineers By: AP Date: 7650 SW Beveland Street Willamette HVAC- 11507 SW Pacific Hwy- Chk By: Date: Suite too Pacific Terrace 11507A-RTU Tigard,Oregon 97223 Job#: 23032 Phone:(503)443-3900 Sheet: SK3 TM RIPPEY PROJECT DESIGN LOADS Consulting Engineers (2019 OSSC) PROJECT: Willamette HVAC- 11507 SW Pacific Hwy-RTU DATE: 3/9/2023 BY: AP JOB NO. 23032 Mechanical Equipment RTU (4 Ton) 765.0 lb Dimension 6.40'L x 3.99'W x 3.55'H GBC048A3EMB00 Weight of curb 93.0 lb Assumed Dead Load= 15.0 psf Assumed Snow Load= 25.0.psf SL:20 psf roof min x(1g=1.0)+5psf rain on snow Total Load= 40.0 psf 9 UCTURg1. PR0fff Wind Criteria f�O,y Basic Wind Speed 97 mph Wind Exposure B / 2 >\ PE xatire; OREGON y Seismic Criteria �y oti � N Risk Category iI 0 CH 9, Importance Factor 1.0 y(1'4 kY.E W Sds 0.697 Site Class D EXPIRES: 6-30-24 Rp 6.00 ap 2.50 TM R�PF?X c�ntsul�'tNc��tccixr:�Ks _, . ASCE ASCE 7 Hazards Report Address: Standard: ASCE/SE) 7-16 Latitude: 45.442084 11507 SW Pacific Hwy Risk Category: ii Longitude: -122.748619 Portland, Oregon Soil Class: D -Default(see Elevation: 0 ft(NAVD 88) 97223 Section 11.4.3) y T rC t l !y' l b. . •z i ..i t r ;, t tF n i,�, Lam,-a7ST$ \' " 'V1 q\ .' -` tip' ! \y IF!i; FF �� 415 An rlrl'AVl � ,,.6' f. • L. ..s p:r tl F }til ^ lncrr,� y �I.3 itA a ro l�.,uP. ! t:'� #- Iti ti .:.,� x 'ss ' Er 1 ve:0:1,7z��V;•/:rs k a'.�;5 t.- L ...: u 7t 5=,1, - ,/'l.�i gout }} ! r. --;,:,-.1'' A* t1 .,,It.' �1 'g" ..mod 0 ri F.., t� t ,y'"a'`g� ,h Gs fir:, o-"',,x`���4./' ►' 1 Ik J!A ' i1CV el,, jer� ; , i •r•-� < a S n p• .wy a�i1i.. • gi• lal a wwM l •'. I I r /f :!! �" 1 Wyll Jnl jai I � '-...,,Air--' /• !j r i• i• • 4.0•,ti ,- q,W ... ! f .ilj 1• 1, • a flm l.i t .:.xx i!i i 1 ti/ Iinf,, ,r 1 ` .,,yam.. ,�jti.�4.lr (k . f t 1. is A\Ifl I ;t71 LM 7•Clt ,,� i F'r .�. "tl 4' � !(L� w.i� ! •� I �'� i l+u var'.i�i � IT ,"' / +17"°". i _ .,Y. t L� t\ r 11 OARNEdT t1 FF ?TIt! •5 b.0 ti ', . �• t5•' • r f ,i ,1 :� ' 'T vt°+e I xr p, l%/f.l.tl M,[�T1E VALE - i Wr, ••�l ! a ....;� ..t M1i�1' f .f ' ,raa r: 7, Iiii ii7a. , htlos:J/asce7hazardtool.online/ Page 1 of 3 Thu Mar 09 2023 C ASCEAMEAICAN SOCIETY OF�.ENGINEERS Seismic Site Soil Class: D-Default(see Section 11.4.3) Results: Ss : 0.871 SDI : N/A Si : 0.396 TL : 16 Fa : 1.2 PGA : 0.395 F„ : N/A PGA M ; 0.476 SMs : 1.046 FPGA . 1.205 SMt : N/A le ; 1 SOS : 0.697 C, : 1.236 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Tue Mar 07 2023 Date Source: USGS Seismic Desian Mans httos://asce7hazaydtool.00llne( Page 2 of 3 Thu Mar 09 2023 • Wind and Seismic Loads on Mechanical Unit Based on ASCE 7-16 Section 29.4.1 and 13.3.1 Seismic Parameters Sos 0.70 Spectral acceleration 1p= 1 00 Importance factor Rp ..6.00 Component response modification factor a = 2.5 Component amplification factor Wind Parameters V= mph Ultimate Wind Speed 3-Second Gust Exposure Category Building Parameters Mechanical Unit Parameters Curb Parameters h= 28 0 . ft Wt= lbs Height= .1400 in • Building Depth= 50 0 ft Height= 42 60 in Width= 42;00 in Building Width= ft Width= 47:88 in Length= • .:10:87... in Length= 76:80 in 1.1.oadingiSurnrnary.fall values in.:ASD) • W Uplift =331 lbs — I Wt=858 lbs 41- E=209 lbs lf 4 w =486 lbs rsi ev 3.5 ft T Net Wind= 235 lbs T Net Seismic=-40 lbs 1M TM RIPPEY CONSULTING ENGINEERS Wind and Seismic Loads on Mechanical Unit Based on ASCE 7-16 Section 29.4.1 and 13.3.1 Lateral Connection Shear Demand= 486 lbs (Wind ASD) Tension Demand= 235 lbs (Wind ASD) Curb to Unit Connection Use(4)#10x 1 1/2"Gal Tek screws to each clip Shear Cap= 263 lbs x4 = 1052 lbs OK in shear Tension Cap= 109 lbs x4 =463 lbs >235/4 OK in tension Curb to Framing Connection Use(4)Simpson"A35" Clips each direction Shear Cap= 420 lbs>(486 lbs/4=121.5 Ibs) OK in shear Tension Cap= 200 lbs>(235 lbs/4= 58.75 lbs) OK in tension TM RIPPEY C ` CONSULTING ENGINEERS .i.:012 C PE Project: Project Location: Type:Type Faider: Folder Date: 3/17/23 12:41 PM RedSpecTm by RedBuIItTM Designer: v7.1.15 Comment: 14" Red-I65TM @ 32" o.c. This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS To•,.i Design Allow. DOL Combination Pattern Pass/Fail Shear(Ib) 'S0%) 1575 3175 Roof(125%) 1.0D+1.0Lr All Spans PASS Positive Moment(ft-lb) ,4 d 6062 10038 Roof(125%) 1.0D+1.0Lr All Spans PASS DEFLECTIONS(In) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 38% 0.367 0.975 L/637 L/240 1.OD+1.0Lr All Spans PASS Span Total 55% 0.709 1.300 L/330 L/180 1.OD+1.0Lr All Spans PASS SUPPORTS Sup port 1 Support 2 Live Reaction,Critical(ib)(DOL°fo) 650(125) 650(125) Dead Reaction(lb) 925 487 Total Reaction(ib)(DOL%) 1575(125) 1137(125) Bearing Bottom Bottom Support Wall Wall Req'd Bearing,No Stiffeners(in) 1.75 1.75 Req'd Bearing,Stiffeners(in) - - SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope:0/12 b b I — --a 19'-6.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Roof(125%) 25 15 0 32" Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Point lb Roof(125%) 0 182 1'-0.0" Adds To p.te:Vs Point lb Roof(125%) 0 182 5'-0,0" Adds To 0.4g.404 Uniform pif Roof(125%) 0 67, 1'-0.0"to 5'-0.0" Adds To ft av"1 NOTES a':"?'.‘1-j 176•g" •Building code and design methodology:2021 IBC ASD(US). Lck„61 taa*+.1. •Product Acceptance:ICC-ES ESR-2994 and LABC/LARC Supplement. •Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBullt recommendations. -rt,-'eS.` \?-�1 J t7 1(„,-).-':x aJj C tl. G:: Ctl'{LA,..0.-V... .Ste•° .„]-'--r P @7 .J!,= AA,,,,,-- i 1 ,, t ..k'u..l'*✓i..fa W 1 ' E.url-1¢ P:\2022 Projects\22277-JWA-VIC Suite 400 TI\STRUCTURAL\CALCS\22277.red Cr Y^ 3/17/2023 12:41:15 PM Project: Folder:Type Page 1 of 1 The products noted are intended for Interior,untreated,non-corrosive applications with normal temperatures and dry conditions of use,and must be Installed In accordance with local building code requirements and RedBullt*"recommendations.The loads,spans,and spacing have been provided by others and must be approved for the specific application by the design professional for the project.Unless otherwise noted,this output has not been reviewed by a RedBullt'"' associate.PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBullt'",RedSpec'",Red-I'",Red-I45'",Red-145L'",Red-I58'",Red-I65'", Red-190",Red-I90H'",Red-I90HS'",Red-L"",Red-W'",Red-S"8,Red-M'", Red-FP",RedLam",FioorCholcee"are trademarks of RedBullt LLC,Boise ID,USA. Copyright©2010-2022 RedBullt LLC.All rights reserved. 1 C�1 Ea-Q. T3-3 le=i 2 LT.3Z V-lAn1ta12ral%,.) iNA10114A1 1..E troarp ('1 ( 'I'cL- 7.-S1..14aP -S1?i-S'C 1`:11-a" .S1'44,-3 k41-9 a).io (17°11b1ct) Lv ) 8 M g o-11.s `b. {-E , 'Mt _C1. r 11). •(--k s� .0 �wT rz, , tot,al.� et4 �w •rO LLD wX-k,IJ 3-0TSI <-3-te_en+c.4 I t'-oe . T C& J pV'ou61- . t3 sr.cf Te-s, Afls._4'1/43A-'C rE- 't.o St-1 P 0 . C.rt e. S H A ( Th (6/(-- .) 0-1)/ 1s`7sAb a U� V • 1 EA L TM RIPPEY 1ti M vsn att e., I-t VA - 11 Sa-( sw P-‘64 i G BY hr DATE CONSULTING ENGINEERS N W l�1' P. Li CHK BY DATE 7650 S.W. Beveland St,Suite 100 JOB NO2.30 3 Tigard,Oregon 97223 Phone(503) 443-3900 SHEET OF nmem, Job r STOCK Prepaaredd By GENSCO STOCK Unit Tag.GBC048A3EMBOO - Quantity:1 411/0 NOTES. 1 THRU-THE-BASE ELECTRICAL IS NOT STANDARD ON ALL UNITS. 2.VERIFY WEIGHT,CONNECTIONS,AND ALL DIMENSIONS WITH INSTALLER DOCUMENTS BEFORE INSTALLATION I.' 3. DISCONNECT SWITCH IS NOT STANDARD ON ALL UNITS. DISCONNECT SWITCH • SEE NOTE(3 ) THRU THE BASE `, GAS CONNECTION �` IDUCTORIZONTAL RETURN KNOCKOUT W/DUCT OPENING COVER RECEIVE! !""'"1 GAS CONNECTION HORIZONTAL SUPPLY GAS EXHAUST W/DUCT OPENING COVER £'fy."➢ FILTER ACCESS CITYCIF ,I �,A R I �� BUILDIP•I DIV ri,';f STOMER POWER jr, CONDUIT CONNECTION / 'EFRIGERANT GAUGE ACCESS CONDENSATE DRAIN3/16"- - 25 5/8" - "5 11/16" CONDENSATE DRAIN CONNECTION(1")NPT I CONNECTION (1")NPT RETURN UPFLOW 22 3/16" !�� ...eV ` e-®i �.,- 45 7/16" - :::: 3p" 7 378"a_ �2T3/18" E -5 11/16" CONDENSATE DRAIN DOWNFLOW SUPPLY 121/8" - - 1 1!4" - 203/4"-a DIMENSION DRAWING 4512" - r-------74 318" HORIZONTAL RETURN HORIZONTAL 183/4" 1012" 9/16" - - 3/16" SUPPLY fPII/4" - z ���I 11 12" OIL lICll a�J!-ts' 5" 9/16" 7 3/8" 4._7 3/8" H:: - - 7 7!8" - 7 7!8" 37 12" 24" 44 11/16"_]- 15 7/8" 78 13l16" 47 15/18" - 47 15l16" 20 3/4" 3.5 PACKAGED COOLING DIMENSION DRAWING 2019-04-17 18:10:23Z Page 2of7 a TRANS..... Job Name:GENSCO STOCK ir Prepared Sy GENSCO STOCK • Unit Tag:GBC048A3EMBO0 Quantity:1 ELECTRICAL/GENERAL DATA • GENERAL RN4xex>)(m) HEATING PERFORMANCE Model: GBC048 Oversized Motor HEATING-GENERAL DATA Unt Operating Voltage: - MCA: Unt Primary Voltage: 208 MFS' Heating Model: Medium Unt Secondary Voltage 230 MCB: Heating Input(BTU): 115000/92000 Unt Hertz: 60 Heating Output(BTU): 92000/73600 Unt Phase: 3 No_Burners: 3 No.Stages 2 EER: 12/14 LEER One Speed Fan: - Gas Inlet Pressure LEER Muti Speed Fan: - Natural Gas(Mn/Max): 4.5/14.0 in.we LP(Mn/Max) 11.0/14.0n.wc Standard Motor Field Instated Oversized Motor Gas Pipe Connection Size 1/2" MCA: 23-6 MCA: MFS: 35.0 MFS: MCB: 35.0 MCB: 'INDOOR MOTOR Standard Motor Oversized Motor Field Installed Oversized Motor Number .1 Number: Number: Horsepower: 1.0 Horsepower Horsepower Motor Speed(RPM): - Motor Speed(RPM) Motor Speed(RPM): Phase 3 Phase Phase Full Load Amps: 5.0 Full Load Amps: Full Load Amps: Locked Rotor Amps: 24.5 Locked RotorAmps: Locked RotorAmps: COMPRESSOR Circuit 1/2 OUTDOOR MOTOR Number: 11 Number .1 Horsepower: 5.39 Horsepower. 0.33 Phase: 3 Motor Speed(RPM): - Rated Load Amps: 13.7/15.3 Phase: 3 Locked Rotor Amps: 83.1 Fut Load Amps: 1.4 Locked Rotor Amps: 4.6 • POWER EXHAUST ACCESSORY (3) FILTERS REFRIGERANT (2) (Field Instated Power Exhaust) Phase: Type: R-410A Type: Throwaway Horsepower: Furnished: Yes Factory Charge: Motor Speed(RPM): Number 4 Cireukat 4.6Ib Full Load Amps: Recommended 16'x18"x2' Locked Rotor Amps: C[rcut t!2 NOTES: 1.Maximum(HACR)Circut Breaker sizing is for installations in the united States only. 2. Refrigerant charge is an approximate value.For a mom precise value,see unit nameplate and service instructions. 3. Value does not indude Power Exhaust Accessory. 4.Value does not include Heater 5. Value include Standard Motor. 6. Value include Oversized Motor 7.EER is rated atAHRI condtions and in accordance with DOE test procedures. 8.For Compressor Motors and Condenser Fan Motors.Amp drew for each motor,multiply value by number of motors to determine total amps. 9.HP br each compressor. 10. Integrated Energy Efficiency Ratio(lEER)is rated in accordance wthAHRI standard 210/240 or 360. • 2019-04-17 18:10:23Z Page 3 of 7 �e r Job Name:GENSCO STOCK TIM'7N ` Prepared By:GENSCO STOCK Unit Tag:GBC048A3EMB00 Quantity:1 Base Unit and Corner Weights only Base unt weights Corner Weights Center of Gravity • SHIPPING NET 0 O O E F 816.0lb 568.016 110.0 b 119.0 Ib 175.01b 182.0 b 40" 29" 1.All weights ere approximate. ��. 2.The equal weigh era dated on the unit nameplate. 3.Refer to unit nameplate and mstallatwn guide for weights before scheduling transportation end installation of unit. • ��l1 4.The weight shown represents the typical unit operating weight for the configuration selected.Estimated et tI-10 %of the nameplate weight.. 5.Verify weight,connection,and all dimension with inalaier documents before installation. 8.Comer weights are given for information only. 7.NeUShippng weight of optional accessories should be added to unit weight when ordering factory or field installed accessories. Installed Options Net Weight Data Accessory Weight Economizer,Manual and Motorized Outside Air Damper Barometric Relief • Power Exhaust • Roof Curb Oversized Motor • PACKAGED COOLING PLAN VIEW Disconnect RIGGING DRAWING Hai Guard Through the Base • Through the Gas 1.Weights for options are approximate. 2.Weights for options that are not list refer to Installation guide. A B • • • • • 0 PACKAGED COOLING PLAN VIEW CENTER OF GRAVITY DRAWING 2019-04-17 18:10:23Z Page4 of 7