Loading...
Plans (48) 11511 SW Pacific Hwy a 7t4i ' s ''''‘ ' e w o .a3 to . r � The Brlda�C�Lr . ., 3 g4.. .` PUSH/PULL 7.5 . is - . TON RTU 1 I <' „fie 7 ; ..t. ,,,,, ''*". > � ' .a� 2 l '' d� "" Vine Gaga ,rte. B i t, ,,, �a Q, 15tud�r T gira7 „,„, . ..„. ..„.„ J...,,,,,,, ,_ ,, s �h d ' �� sr ''N e ...01/4,,,v. ,. .41. 4, ,,,,,„, ,,,,,,, 4, „ .,. 4.,...t...,0 ,1.:t. ,,,„ , ...,40.,..,„ � �' v ;4„,..,, ,r,...1,;,,,,,e,,v.„ ' ,s ,.` w,, ,,.. „.. , ,. ,:::„ .,..,,,.„,..„, /.., �= ,� ate,. �yj,,�t\ T � f,. ,f arm a w .� 7. ' `4 � � e M1w Vim, � �{k r. 6 .x GOOgIC Imagery 02018 Google,Map data 02018 Google 2D ft (11511 SW Pacific Hwy. Tigard, OR 97223 I REC EI Scope of Work: OCT 1 7 2018 1) Push/Pull a 7.5 ton RTU. lir , 2) Disconiecting/Reconnecting 9 I �!a`�t� IV; ;tJ;rI electrical. OFFICE COPY CITY OF TIGARD flEVIE D FOR CODE COMPLIANCE A proved: I P OTC: I 1 Permit #: mP p1 R -- nn R � � Address: i 1S I ��.r 1�er : °o w7 Suite#: — By; Date: o — c�a- r g 7650 S.W.Beveland St. TM RIPPEY Tigard,Oregon 97223 CPhone: (503)443-3700 CONSULTING ENGINEERS Fax: (503)443-3700 STRUCTURAL CALCULATIONS PROJECT: WILLAMETTE HVAC—11511 SW PACIFIC HWY—RTU REPLACEMENT LOCATION: 11511 SW PACIFIC HWY TIGARD,OREGON 97223 CLIENT: WILLAMETTE HVAC S). 1 14� DATE: SEPTEMBER 17,2018 4 4°4 X t ��ttA PROJECT NUMBER: 18309 _ O COIF' i ,.� ,s;) *f• 19,2 �s 4 . 4 OLE TABLE OF CONTENTS: . .. 6/2 0 ITEM SHEET NUMBER GENERAL NOTES Ni SITE PLAN SPI DETAIL SK1-SK2 CALCULATIONS Cl-C8 DESCRIPTION: THIS DESIGN PACKAGE INCLUDES SKETCHES AND CALCULATIONS FOR INSTALLATION OF ONE(1)NEW REPLACEMENT ROOFTOP MECHANICAL UNIT AT THE ADDRESS NOTED ABOVE.THE NEW UNIT WILL USE A CURB ADAPTER TO CONNECT TO THE EXISTING CURB. WEIGHT OF CURB ADAPTER AND EXISTING CURB ARE TAKEN INTO ACCOUNT. SKETCHES PROVIDE ATTACHMENTS OF UNIT TO CURB ADAPTER,CURB ADAPTER TO THE EXISTING CURB AND THE EXISTING CURB TO THE EXISTING STRUCTURE. GENERAL STRUCTURAL NOTES CODE REQUIREMENTS: CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2014 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: NEW WEIGHT= 1287 LBS(UNIT+ECONOMIZER+CURB ADAPTER+EXISTING CURB)(580JP08D180AOAD) EXISTING WEIGHT=990 LBS(UNIT+CURB)(GCS16-953-200-3G) ROOF DEAD LOAD: 15 PSF ROOF SNOW LOAD:25 PSF WIND SPEED: 120 MPH(3-SECOND GUST) EXPOSURE B SEISMIC IMPORTANCE FACTOR Ie: 1.0 SITE CLASS:D(ASSUMED) SDS=0.726 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. MECHANICAL: THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT,MECHANICAL, PLUMBING,FIRE SPRINKLER,MACHINERY,AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY CONNECTIONS TO 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 OF OREGON,AND SHALL BE SUBMI I FP,D TO THE ENGINEER PRIOR TO FABRICATION. FLASHING AND WATERPROOFING: ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE ON THE PLANS. 1M I TM RIPPEY 1Y1 Consulting Engineers By: JF Date: 932/18 7650 SW Beveland Street WILLAMETTE HVAC Chk By: Date: Suite 100 11511 SW PACIFIC HWY.—RTU REPLACEMENT Tigard,Oregon 97223 Job#: 18309 Phone:(503)443-3900 TIGARD,OR Sheet: NI Of: A. .:34. 4 . t` q.. , _,..,,,,.-„,----,,,;for::4,7%.4, r p,i. ,,..-1„4,4_,,- ,,,,......., tr. ,.,,... ..„ ie �°� • -—. . APPROXIMATE AREA OF WORK. SEE 1/SK1 FOR PARTIAL ROOF �` FRAMING PLANS. NEW UNIT TO REPLACE EXISTING UNIT. NEW ', UNIT WILL USE A CURB ADAPTER. NEW UNIT WEIGHT = 884 LBS NEW CURB ADAPTER WEIGHT=288 LBS EXISTING CURB WEIGHT= 115 LBS (ASSUMED) TOTAL WEIGHT= 1287 LBS ADDRESS: 11511 ---w PACIFIC HIGHWAY TIGARD, OREGON 97223 (' 1 SITE PLAN P1 -rMKTM RIPPEY Consulting Engineers By: �I F Date: 9/12!18 7650 SW Beveland Street Chk By: Date: Suite ,O WILLAMETTE HVAC Tigard,Oregon 97223 Job#: 1$3O9 Phone:(503}443-3900 11511 SW PACIFIC HWY RTU REPLACEMENT Sheet: SP1 of: 1 ATTAG 14 CI -) G tJ iz.( 7o .) foldwa /nil sem.rAPsOiki '1435" w-( (. ) 4-6X`la" sPAk 5C,E,E0JS cCrtJ .-.' ir Pk.Y. (6 ) . io Srn.5, e-(2. t.JS ;N N t t v P.e'd (ICI) Gci r.t.:a"< I Sr.r4, �*):,,...) __Q. _ I 7464 loicr,„ ; lolST` ra (E) 5-Y8)(1 . i` Geze 66' G 6 ,M ,'lF8 Twx3T 0 i rw , 5E6 • I I SK C/) 60c.urv1J l — tr Ro-Q', t TOP.! \ /.rr14GH CE.) c,uR.,6 xr �) g TO (E ) 6, S��� 1 GL.,�BEArA, 14 Sr rvIPsJrti "IfGr' to Kr" i Gz.ir 14100. sr- o,J 1 sl✓E, I/Sl< Q. ( ) LAA E)k, vN=T- i v/ 6E) «" C.uRe, A `E P82 DF ' 7-03Tr?� 1 SPL mPso' / SDE. rss.35.P rip;)5-,t ..../-.tP /q'GT-la/t1Ef} 0111 ) 3'6r5r' 6 a=s"%. zs 5P . .. p v r TE s (���r1 L r� ca,1�-�1, s F' TO xrERro Tl-tce. ,_ S Nor r u trt t.. 54)40E, i , rffP,17-1-7/44/_. P OOF Fp f4 P2,.a SK ,,:.-41.. ... '12'4!o lkiCTE, FU4s 01& igtvo wPrE f)ko prI,^l,, ( )/ orlibrzc li\A b TM RIPPEY —. BY 7F DATE I U CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St,Suite 100 /r(14 '1'FII VAC. JOB NO 1 g304_ Tigard,Oregon 97223 �/ Phone(503)443-3900 if`�--II I I iti1 P0G F7G 77wY - R1v Ezc P4P- J(t,P«rsHEET Sic/ OF 1'-0", TYP. 311 * 111. CLIP1114111 LOCATION, TYP. EQ. SPACED14,4 4 NEW RTU BOTH WAYS TYP. ,� PLAN NEW RTU 611 AreIF A N.T.S. Ie, GA, CLIP WIS. f� Ie. GA. CLIP W/ (S) .I0 x 3/4" GALVANIZED TEK ' \ SCREWS, (4) CLIPS REQ'D. ° " SEE DETAIL 'A' (PLAN VIEW) '' FOR CLIP LOCATION ;IOW NEW CURB ADAPTOR (DESIGN BY #10 x 1 1/2" GALVANIZED OTHERS) EXIST. CURB TEK SCREWS @ 1'-0" 0/C. TO REMAIN AND 6" FROM ENDS. (4) MIN. PER SIDE, TYP. FLASHING AND INSULATION NOT ,;kV SHOWN FOR CLARITY IIP ATTACH (E) CURB TO BEAM ATTACH (E) CURB TO(E) BEAM W/SIMPSON "HGA 10KT" (4) W/SIMPSON "H8" (5) 10dx1 1/2" 1/4"x 3"SDS SCREWS INTO NAILS INTO (E) BEAM AND (5) (E) BEAM AND (4) 1/4" SMS #10 SMS INTO (E) CURB. INTO (E) CURB. ihk >Q x (E) GL. BEAM x x PER 1/SK1. xx z z (E)JOIST PER 1/SK1. (E) _� HANGER NOT 1><1 SHOWN. el CURE ADAFT®IR SECTION 11 SCALE: N.T.S 1M TM RIPPEY BY JF DATE 9/14/18 CONSULTING ENGINEERS CHK BY DATE 7650 SW Beveland,Suite 100 WILLAMETTE HVAC Tigard,Oregon 97223 JOB NO 18309 Phone:(503)443-3900 Fax:(503)443-3700 11511 SW PACIFIC HWY- RTU REPLACEMENT SHEETSK2 OF D 40b c..,ss ` 1I.5'II s0 Pig Cr-PWC--- WY ORa �e)fi 9 7a Lir Lt5: n3 Lta Z o t) 2 -Faa, 74 7109 sos 0 7RG CSEE. USCI-f) fy .MD fU J Ri-U M©c ,e: 5 5 0?D 8'0140A() xz srr Ai& uNrr14,- <753-aao- G-606711= 7 Ia5" '� S� i a " /via'' R',5" vrz,Orti. I,5" 59.5" wzcyr1 = ggig" g' 5'z.15S 7 'Lls E,Go,vornm2 P., wE,,m6 IUEkJ GU", t , LY.Jsr-n,11, c u o e GE,AJGr-?.'= sV 51S"= T$. P5" t , L,06 7 g7. !as 7'1 = 53 '/l6" 4 53. `f375" Eicfr—'197`_1-- = 41611?II= ‘3,4-f6. 5" t-l-rc<LGH = aQ1' 14r: pf Wr—k rz a?BGS li\J Irma 64T'r 116243s 4ss u rn ) Eicsrrfv(, rwE ..,'Fr' : Ur).cri-(.oaf e, 440 WEr�h`r ©F(E) Gu !07c.65 ▪ ( 75'G.V1)�- o o GAzzo t- rr is �. • 9/0/-6S CoNSER-t t-rzve- by A)t 14) W r t 7-e u11.r_7 tE,6:worit +GuRe Oar ftE1. ),C UPf = g 35e-es f i-fct as f arvz.e5# e's abc.7LBa B TM RIPPEY BY _5 L DATE Via / a CONSULTING ENGINEERS CHK BY DATE --____...._.....-- 7650 S.W. Beveland St,Suite 100 A r iF,T"1TP JOB No /00(1 Tigard,Oregon 97223 Phone(503) 443-3900 I I SI I SiJ .441,x: 71:-•(m r u/Y - 7`u P.r',- f`1 SHEET r, OF ( w (...0'- e" X i P-.F i- a54,60 ' DT r-s% .5....5.-e `.. ea'u"°I 54 - 9F toe Lio Pt-r 66.G6,7P1.F 1;1- I- -1 .C,1�J I �.t"X31 :s75" �. _. _. .._� %��1 ao'O" f 1 1 55lif" 5 , 6 E,E, ENte,CaFr 1...�,. Qt t,11730T I s► I (VIQQP ;. 39a • Ct k� if 3a k Rci.(iQ = 1.3/1K I q.(a5" 46.6R5'.4' TorAL w>Ct17'; l aS 7'6s PEE. rP.U,.S -raLsr 9a, c4rgt x, 7Rz.6 TO -711' 141.6c7 II* 3 /a.: 30.Co t5" 14" t E.E,P ?3'z 35 f) 1),41\./;J0`O" 3 a''"/c. 7 7F'/,- 1,0VO7tf: '16.‘Ps!'' A4Low46z-fes tarp = 1`t( PCF (€ Co, t.t_5' ivow) 30, 'jt46.6a5ii, 0.6,6 �' (W'6 PGff XC701O")? 66.% TD i ' 'of fa L. b MFluoro► $LL. f- " 6' - 7,30o fr.Pd ()Lie Poo") `, 14, (I a$7X0.5)(0'66 ) 405-ass !/gLLnwgIBL I. �gpr/N11UL - 6. SW � _ Ve% Ya m scsr RAP()I VALL = I, 3 911(/l,160P- : 95. 3; s-) f4/4 rnd (, ) ty-'' 's.-7-czsrs� _a'S"%, pt„ 6t.) e,.g. .. 7•.R,�,� A-%E.,g. APp 4Q TO BE Ru 310 Ni4AK, .g.$ s'of^nPionl i'73.Ysr, 14a5Lb?gip-.) Apvczeo e. y'?"- 6.,,p1 -c t-Y= I giO t.-a x 1.15- CGo), '. 173, Ctrn w D = I. 3 ciR 1M1\. TM MTM RIPPEY BY 1- DATE V/3/f 9 CONSULTING ENGINEERS CHK BY DATE 7650 S.W. Beveland St,Suite 100 WT u-WI T c 1441. JOB NO 1 830( Tigard,Oregon 97223 n Phone(503) 443-3900 /I`3 f 1 '51,0P4_ F..'_ HwY - R,n) REPL.46pfitrivrsHEET Cr a OF Title Block Line 1 Project Title: You can change this area Engineer: using the"Settings"menu item Project ID: and then using the Printing& Project Descr: Title Block"selection. Title Block Line 6 Printed:14 SEP 2018, 2:04PM rojects118309-Willamette HVAC-11511 SW PacificHAN-RTUReplacementtSTRUCTURALICALCS118309.ec6 General Beam Analysis Lic.#:KW-06002562 Licensee:TM RIPPEY CONSULTING ENGINEERS Description; Joist(J1)with new unit General Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 20.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inM D(0..425) 0 0 0(0.04)S(0.0667) e a w Span=20.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.040, S=0.06670 k/ft, Tributary Width=1.0 ft Point Load: D=0.4250 k @ 4.750 ft DESIGN SUMMARY Maximum Bending= 6.392 k-ft Maximum Shear= 1.391 k Load Combination +D+S+H Load Combination +D+S+H Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Location of maximum on span 9.100 ft Location of maximum on span 0.000 ft Maximum Deflection Max Downward Transient Deflection 0.083 in 2875 Max Upward Transient Deflection 0.001 In 181159 Max Downward Total Deflection 0.162 in 1484 Max Upward Total Deflection 0.001 in 316994 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values (k-ft) Shear Values (k) Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn.L= 20.00 ft 1 6.39 6.39 1.39 +D+H Dsgn.L= 20.00 ft 1 3.14 3.14 0.72 +D+L+H Dsgn.L= 20.00 ft 1 3.14 3.14 0.72 +D+Lr+H Dsgn.L= 20.00 ft 1 3.14 3.14 0.72 +D+S+H Dsgn.L= 20.00 ft 1 6.39 6.39 1.39 +D+0.750Lr+0.750L+H Dsgn.L= 20.00 ft 1 3.14 3.14 0.72 +D+0.750L+0.750S+H Dsgn.L= 20.00 ft 1 5.57 5.57 1.22 +D+0.60W+H Dsgn.L= 20.00 ft 1 3.14 3.14 0.72 +D+0.70E+H Dsgn.L= 20.00 ft 1 3.14 3.14 0.72 +D+0.750Lr+0.750L+0.450W+H Dsgn.L= 20.00 ft 1 3.14 3.14 0.72 +D+0.750L+0.750S+0.450W+H Dsgn.L= 20.00 ft 1 5.57 5.57 1.22 +D+0.750L+0.750S+0.5250E+H Dsgn.L= 20.00 ft 1 5.57 5.57 1.22 +0.60D+0.60W+0.60H Dsgn.L= 20.00 ft 1 1.88 1.88 0.43 +0.60D+0.70E+0.60H Dsgn.L= 20.00 ft 1 1.88 1.88 0.43 • Title'Black Line I Project Title: You can change this area Engineer: using the"Settings"menu Item Project ID: and then using the"Printing& Project Descr: Title Block"selection. Title Block Line 6 Printed:14 SEP 2018, 2:04PM rojectst18309-Willamette HVAC-11511 SW PacificHWY-RTU Replacemenl\STRUCTURAUCALCS118309.ec6 General Beam Analysis Lic.#:KW-06002562 Licensee:TM RIPPEY CONSULTING ENGINEERS Description: Joist(J1)with new unit Overall Maximum Deflections Load Combination Span Max."-"Deli Location in Span Load Combination Max."+"Dell Location In Span +0+5+1-1 1 0.1617 9.800 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.391 1.168 Overall MINimum 0.434 0.301 +D+H 0.724 0.501 +D+L+H 0.724 0.501 +D+Lr+H 0.724 0.501 +D+5+1-1 1.391 1.168 +0+0.750Lr-r0.750L+H 0.724 0.501 +D+0.750L+0.750S+H 1.224 1.001 +D+0.60W+H 0.724 0.501 +D+0.70E+H 0.724 0.501 +11+0.750Lr+0.750L+0.450W+H 0.724 0.501 +D+0.750L+0.750S+0.450W+H 1.224 1.001 +0+0.750L+0.7505+0.5250E+H 1.224 1.001 +0.60D+0.60W+0,60H 0.434 0.301 +0.60D+0.70E+0.60H 0.434 0.301 D Only 0.724 0.501 Lr Only L Only S Only 0.667 0.667 W Only E Only H Only Cit f Zi4T- P. GOA.)eki ,sr4,a1 Si V+r►►�4r,?ciq_b PP)Yv/our FOi. ur�L._v Twp✓ 1lJT- ri4L, I0Igt.tS ASO, e 5R7La c•olu u fu ISt p of S. ;+vr0 u,cr 0 !O c AJS 4-rvro t6 6A 37c,LAS r�rx�c (.�PG-z,Fr �or..c.. IOf 9Le) Acro19L 10I966s 4Li_oul et " 3 7ozaz R 75-2-I- 56m_.&c.)S /uE,E,0( 5 ) # ICa fzie..AAJs IMzrU=.rvturvI 07. 5f ,leve. = iassLgs TRY -sr-✓At'i c5; b f}35" GLzr G4P4d,rrY e zfRoG$a/ P A-c.TUAL i a5 5 .BS 41-4-°"4'81"q--. off Lam,fuze a,°1 T/ c-4- s Lit.) . ) i ru P5orl) /335". c �P� rn .ar tarn G c Roc r S1✓D TRY -r0 /PD �NFEL c.' r P ,t) 4fk. SUPPLY buc,?" sP4 q -o c ter, 3. 5 K 2 OPPCG/TE... R G r rV x Ac.rvAc.r ?. 35-tris'8.ias�' _ 59.5' � �, L " dao 005/ tte d.ot75'c Ps, $ 7, 35455= X iL7E'— M( o+J ''R 35" Gf S M .rvrr ivrei 4L..0NC'. Co�U(s ��r - ►> rq �4% nne-ruY Possz R� (3N -n-if- Duerr ) 61-XPs t Lte- Nor f xr Dv& r0 I /�K TM RIPPEY BY � DATE"Ili IM CONSULTING ENGINEERS . . _ CHK BY DATE 7650 S.W. Beveland St, Suite 100 ! ..t4 y -rr- 1C, JOB NO t d30 9 Tigard,Oregon 97223 n I' Phone(503)443-3900 /1'�l( S I() i:2.F're, 14‘,0V- P.fV f?. I EersHEET G 5 of TEA.) 1P) t 0!9 1- 7 'j r vQ$ nJ „1-1-8 ! T1Ut sr sre.. . 6i ePer- rY4 7/TrI t.e›s re t9 Las- AD b. A $s,,rvr,exutJ lam'kr"c��P i 6,q5-Las walk c. 5. > aa�i�ps. s7._414(300 " ff% Tl 1 sTmete )444J0 N 47- 4JO <7 ' (—af TO 6c,oro T GQR 6L. 13f.fif4 Cad 4-0CA:1=4.5 r et/S./ft-E. 1-A A (.441 aR: b( TM RIPPEY BY F DATE V/f[f i? y 1 1 CONSULTING ENGINEERS CNK BY DATE 7650 S.W. Beveland St,Suite 100 WZLLlk-wt _ /4-VAC, JOB NO 1$3O9 Tigard,Oregon 97223 Phone(503)443-3900 115'I1 5W P lwY -ext.) r SHEET C-6, OF Wind and Seismic Loads on Mechanical Unit Worksheet Calculates the wind and seismic forces for a rooftop mounted mechanical unit based on the ASCE 7-10. Hold down forces are calculated based on 0.6D+ (0.6W or 0.7E) load cases. Wind and Seismic Loads on Mechanical Unit Windspeed:= 120mph Exposure:= "B" Vasd•_ "no" (Is wind speed ASD?) Seismic Parameters SDS:_ .726 ap:= 2.5 := 6.0 RP IE:= 1.0 Building Dimensions Category:_ "II" Roof Elevation:= 30ft Building_Width:= 65ft Building_Depth:= 125ft Mechanical Unit Dimensions Displacement:_ "Fan Unit" Weight:= 12871b UnitHeight:= 41.25in Width:= 59.Sin Length:= 88.125in Curb:= 34in Curb Width:= 46.625in (Dimension for Calculating Overturning Uplift) SUMMARY(ALL VALUES ARE ASD) Method—Used= "ASCE 7-10-Section 29.5,1" D= 1,287 x 103 lbWWindUpliftASD=784 lb Displacement ="Fan Unit" (From ACSE 29.5-3) ` CI, EASD=3271b hseismic=4.552 ft WWindASD 1255 lb (From ACSE 29.5-2) ShWind ■=3.135 ft X=3.885 ft 1 TWindTotalASD= 1019 WA1b Notes: TseismicASD=—3 lb 1.Positive sign convention shown.Negative values indicate opposite direction 2.X equals the width between attachment points for overturning ILA lk i 9/12/2018 Design Maps Summary Report • (,SGS Design Maps Summary Report User-Specified Input Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available In 2008) Site Coordinates 45.44203°N, 122.74941°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III i "` - ' Y huh''`" €�r} a � � s� a ,c ��t,�s.x✓a „�%, r S 1 sr ,rtai sr '." -1 741, 17 yrs '$ 3 : f ;- P Irl 90 f. 2 s z*ftif.z„'";,---'4.,.t4.ti:,:-f.:-Yi-'4';',,-417,11#1-0,*&-ile o¢ USGS-Provided Output SS = 0.985 g SMS = 1.089 g SDS OJ26 g S1 = 0.4258 SM1 = 0.6698 S01 — 6g For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. NICER Response Spectrum Design Response Spectrum oRi LK, 0Th '3Mi 0.72 am 0,77 n. oxa g Um to 035 1 04') 0,44 032 033 i 3i ore 0,11 om Ufi7 i.�, i ,T,„4,-.., 10i, 029) Ii.) 120 I.41 Ib] 1131 2/U • 0.03 u.m 0,.: Uff' 0A1 IAi II) I'4) Ibi INl 310 Prri1►d,l'(sec) Period,T(scc) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool Is not a substitute for technical subject matter knowledge. GT https://prod01 earihquale.cr,usgs.govldesignmaps/us/summaryphp?template=rninimal&latitude=45,442034&longitude=-122.749409&siteclass=3&rislcategory=.., 1/1 7.5T Project: -Untitled1 09/11/2018 Prepared By: 02:30PM 7.5T Tag Cover Sheet Unit Report Certified Drawing Performance Report Packaged RTU Builder(Bryant) 1.29k Page 1 of 7 Unit Report For 7.5T Project: -Untitled1 09/11/2018 Prepared By: 02:30PM Unit Parameters Dimensions(ft. in.)&Weight(lb.)*** Unit Model. 580JP08D180A2AOAD Unit Length 7'4.125" Unit Size. 08(7.5 Ton) Unit Width. 4' 11.5" Volts-Phase-Hertz. 208-3-60 Unit Height 3'5.25" Heating Type• Gas *** Weights and Dimensions are approximate.Weight does not include roof curbs,unit packaging,field installed accessories or factory Duct Cfg- Vertical Supply/Vertical Return installed options. Approximate dimensions are provided primarily for Two Stage Cooling 08-16 shipping purposes.For exact dimensions and weights,refer to appropriate 180,000 product data catalog. Total Operating Weight 835 lb Lines and Filters Gas Line Size. 3/4 Condensate Drain Line Size• 3/4 Return Air Filter Type. Throwaway Return Air Filter Quantity. 4 Return Air Filter Size. 16 x 20 x 2 Unit Configuration Al/Cu-Al/Cu Medium Static Option(Belt Drive) Standard Packaging and 2-Speed Indoor Fan Motor(VFD)Controller Controls for economizer with W7220 2-Speed indoor fan motor controlled by VFD Warranty Information 1-Year parts(std.) 5-Year compressor(std.) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description _Quantity 580JP08D180A2AOAD _Rooftop Unit _ 1 Base Unit _ Medium Static Option(Belt Drive) Accessories CRECOMZR069A01 Ultra LOW LEAK-Vertical EconoMi$er 1 Packaged RTU Builder(Bryant) 1.29k Page 2 of 7 Certified Drawing for 7.5T Project: —Untitled1 09/11/2018 Prepared By: 02:30PM NOTES: UNITED P.O.BON ANDS TRIS belga TXE PROPERTY M CARRIER CC RPMLATIOM UNIT OUTDOOR J K H TECHNOLOGIES STRACISE,or AID IS DEI IYf RFD UPOO TXE[[PRESS CMIDITION TXAT TXE SUBMISSION Of TILDE DRAWINGS OR DOCUMENTS 1. DIMENSIONS ARE IN INCHES DIMENSIONS COIL TYPE CONTENTS MITE ROT BE DISCLOSED OR USED MITI UT CARRIER DOES NOT CONSTITUTE PERT PERFORMANCE OR IN[ I ARE IN MILLIMETERS. CARRIER Inn CORPORATION'S WRITTEN CONSENT. ACCEPTANCE Of CONTRACT. 5801-080 RTPF 41 1/4 33 3/4 15 7/8 2. CENTER OF GRAVITY 110481 [857] [403] 5801-090 RTPF 49 3/8 36 3/8 27 7/8 CONNECTION SIZES 112531 [925] [108] A 1 318. 1357 DIA FIELD POWER SUPPLY HOLE 3.y DIRECTION OF AIR FLOW 5801-12A RTPF 49 3/8 36 3/8 15 7/8 [1253] [925] [403] Imo—10068 y B 2 1/2. 1641 DIA POWER SUPPLY KNOCKOUT 5801-080 RTPF 41 1/4 33 3/4 15 7/8 C 1 3/4' [51]DIA GAUGE ACCESS PLUG [10481 [857] [4031 , 5801-09D RTPF 49 3/8 36 3/B 15 1/8 D T/B' [tt]DIA FIELD CONTROL WIRING HOLE [12531 [925] [403] 49 3/8 36 3/8 15 7/8 ECONOMIZER HOOD 20-3/4 0 3/4'-14 NPT CONDENSATE DRAIN 5801-12D RTPF [527] 11253] [9251 14031 IOPTIONALI F 1/2'-14 NPT GAS CONNECTION 5807-08D MCH% 41 1/4 33 3/4 23 3/48-14 NPT GAS CONNECTION [1048] [857] [584.2] G 2' [51]DIA POWER SUPPLY KNOCK-OUT 580J-12D MCHX 49 3/8 36 3/8 11 . .. •. .. , •..• • ->t [12531. [925] [219.41 - THRU-THE-BASE CHART (FIELD INST) RTPF -ROUND TUBE, PLATE FIN(COPPER/ALUM) — THESE HOLES REQUIRED FOR USE WITH ACCT KITS: MCHX -NOVATION(ALUM/ALUM) • ..• T 36-3/8 CRBTNPWR002AO1,GAS THRU CURB 12-SIB li [9251 1321] CRBTMPWROO4A01.OAS THRU BASEPAN • )p 1 RETURN AIR RETURN 2 \\\\\ j��� + AIR THREADED WIRE REO'D HOLE \\ CONDUIT SIZE USE SIZES (MAX.) W 1/2' ACC. 7/8" [22.2] FILTER ACCESS PANEL % 1/2' 24V 7/8' [22.2] (TOOL-LESSI E ALT. T � CONDENSATE Y 1 1/4' (002.000 POWER 1 3R' U4.4] CONDENSER >�� DRAIN OPENING t COIL �/���� IN BASEPAN 28-3/4 37-5/8 40-3/B Z M (004)3/4'FPT GAS 1 3/I' [14.61 ' p [731] [955] [1027] IL\E4 AAS/%llFrlAlil SUPPLY R (0021 PROVIDES 3/4'FPT THRU CURB INDOOR COIL P�A������,,'-//��//� 0 EE THRU AIR SUPPLY FLANGE d FITTING. HOLE SIZE: 2' 150.8] ACCESS PANEL f ���\\ f:: • 1 THE BASE AIR 184891164121 8 16 t �•U{b/ ',, Z CHART [4691 24121 14 11 THRU-THE-BASE CHART (FIOP) 355] I + [279] ' 1 .. . FOR'THRU-THE-BASEPAN'FACTORY OPTION, U E] + -- e — Ni FITTINGS FOR ONLY X, Y, 8 I ARE PROVIDED. SR BACK FOR GAS HEAT SIZE 125K BTU IN 580J-08,09 P 4LUE 11591 MR MODELS,A FIELD SUPPLIED 1/2'ADAPTER 29-5/6 3-1/1 IS REQUIRED BETWEEN BASE PAN FITTING 1751] [100] HOOD y [83] AND GAS VALVE. 14 TOP [356] 25-1/2---•+ Allk [647] H 12-5/8 I-5/B 1-114 [321] [1181 _ [311 . P- -. • ____ LECTRICAL DISCONNECT CONTROL BOB E STD. A, .�t LOCATION ACCESS PANEL CONDENSATE FILTER '— DRAIN CONDENSER G 28-3/6 [720] COIL 5 ® INDOOR BLOWER SUPPLY AIR • — OPPTIOXAL ACCESS FACTORY -- OUTSIDE .10 OPTIONAL , ISINSTALLED- - 21-7/8 DISCONNECT[95] CONVEOUT�ETC �� [109] F 13-7/8 °I���J. � L26AI�F3 3/4 �� [353]INFACTOED I_0 . _ HANDLE HANDLE4111111,- V [697 6-5/8 8�— —AB [1aa1 C11I00 °= : OO 11161 __ 59-1/2 2-5/8� L- -8-3/8 6-1/4 7 5-3/4 t 4-3/8 [15101 [671 37 [2141 [160] 37-7/8 [1771 [146] [112.6] [940] 19621 LEFT WIDTTH 88-1/8 [1065] BAROMETRIC [2238] AIR SUPPLY 411 RETURN RELIEF FRONT + RIGHT AIR FLOW SHEET DATE SUPERCEDES 580J 08-12 SINGLE ZONE ELECTRICAL EY 48TM500989 1 OF 2 10-01-10 11-24-08 COOLING WITH GAS HEAT G Packaged RTU Builder(Bryant) 1.29k Page 3 of 7 Certified Drawing for 7.5T Project: -Untitled1 09/11/2018 Prepared By: 02:30PM UNITED P.O.908 4896 TATS AOCUMEMT IS TNF PROPERTY OE 1411101 CURPOMATIOM SUBMISSION Of THESE OM11106 OR DOCUMENTS TECHNOL06IE5 SIAACISE,NY AAD IS DEI IVF RFD U/OX TNF EIPRE3N DI411 TMT INE DOES X01 CONSTITUTE PART P6110 MX[E OR STD. UNIT CORNER CORNER CORNER CORKER CARRIER TSIIN COIIEITS NRF MOT B[OISCL03EO OR USED WITHOUT CARRIER ACC[PTAAtf M COITRACI. UNIT OUTDOOR WEIGHT RRR WEIGHT(A) WEIGHT(B) WEIGHT (C) WEIGHT(0) C.0. CORPOIAT ION S ARITT[X 0041111. COIL TYPE LBS. KG. LBS. KG. LBS. KG. LBS. KG. LBS. KG. R Y Z RR STANDARD UNIT WEIGHT IS WITH LOW FAS HEAT AND WITHOUT PACKAGING. 580J-08A RTPF 780 354 178 81 158 72 209 95 236 107 41 112 [1051] 33 7/8[860] 20 1/2[521] FOR OTHER OPTIONS AND ACCESSORIES, REFER TO THE PRODUCT DATA CATALOG. 580J-09A RTPF 920 418 212 96 183 83 243 r 10 282 128 40 718[10381 34[864] 23 1/8[587] 580J-12A RTPF 930 422 216 98 196 89 247�4 12 272 123.5 42 110671 33 1/8[841] 24 1/4 16161 580J-08D RTPF 835 379 164 74.5 170 77.2 255 L1 5.8 246 111.7 44 7/8[11401 35 5/8[905] 19 3/8[4921 580J-090 RTPF 930 422 228 103.5 187 85 232 1)5.3 283 128.5 39 3/4[10101 32 7/8[8351 18 5/8 14731 580J-12D RTPF 940 427 231 104.9 189 85.8 234,1)6.2 286 129.8 19 3/4 110101 33[8381 18 1/2 14701 580J-08D MCHX 805 365.5 160 72.8 153 69.5 240 09 260 118 43[1092] 36 3/8 19241 2D 3/8[517.7] 580J-12D MCHX 895 406.3 185 84 176 79.9 260 118 274 124.4 42 7/8[10891 35 1/2[9021 22 7/8[581] RTPF- ROUND NCHX- NOYATIONBE, PLATE(ALUM/ALUMjN(COPPER/ALUM CORNER A CORNER B • �111111111��% �\"'11111;1 ��`�/ • 41V �I i11, IIID [11111 unW.RmI CORNER D ----t CORNER C TOP X 2 p� o H.I o (TOO O O : : 00, FRONT SHEET DATE SUPERCEDEN 580J 08-12 SINGLE ZONE ELECTRICAL REY 48TM500989 20F2 10-01-10 11-24-08 COOLING WITH GAS HEAT G Packaged RTU Builder(Bryant) 1.29k Page 4 of 7 Performance Summary For 7.5T Project: -Untitled1 09/11/2018 Prepared By: 02:30PM Part Number:580JP08D180A2AOAD ARI EER• 11.00 IEER• 12.8 Base Unit Weight. 835 lb Base Unit Dimensions Unit Length. 88.1 in Unit Width. 59.5 in Unit Height. 41.3 in Unit Unit Voltage-Phase-Hertz 208-3-60 Air Discharge. Vertical Fan Drive Type• Belt Actual Airflow. 3000 CFM Site Altitude. 0 ft Cooling Performance Condenser Entering Air DB• 95.0 F Evaporator Entering Air DB• 80.0 F Evaporator Entering Air WB: 67.0 F Entering Air Enthalpy 31.44 BTU/lb Evaporator Leaving Air DB• 58.7 F Evaporator Leaving Air WB• 57.6 F Evaporator Leaving Air Enthalpy 24.76 BTU/lb Gross Cooling Capacity 90.10 MBH Gross Sensible Capacity 68.90 MBH Compressor Power Input 6.40 kW Coil Bypass Factor. 0.092 Heating Performance Heating Airflow. 3000 CFM Entering Air Temp• 70.0 F Leaving Air Temp• 115.7 F Gas Heating Input Capacity 120.0/180.0 MBH Gas Heating Output Capacity 98.0/148.0 MBH Temperature Rise• 45.7 F Thermal Efficiency(%)• 82.0 Supply Fan External Static Pressure. 0.50 in wg Options/Accessories Static Pressure Economizer. 0.11 in wg Total Application Static(ESP+ Unit Opts/Acc.)• 0.61 in wg Fan RPM• 763 Fan Power: 1.65 BHP NOTE• Selected IFM RPM Range:733-949 Electrical Data Voltage Range. 187-253 Compressor#1 RLA• 13.6 Compressor#1 LRA• 83 Compressor#2 RLA• 13.6 Compressor#2 LRA- 83 Indoor Fan Motor Type• MED Indoor Fan Motor FLA• 8.4 Combustion Fan Motor FLA(ea)• 0.48 Power Supply MCA• 43 Power Supply MOCP(Fuse or HACR)• 50 Packaged RTU Builder(Bryant) 1.29k Page 5 of 7 Performance Summary For 7.5T Project: -Untitled1 09/11/2018 Prepared By: 02:30PM Disconnect Size FLA- 45 Disconnect Size LRA• 227 Electrical Convenience Outlet None Outdoor Fan [Qty/FLA(ea)]. 2/1.5 Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 98.2 95.2 85.8 125 Hz 91.4 86.1 84.3 250 Hz 78.0 73.0 80.5 500 Hz 70.8 66.3 78.7 1000 Hz 67.2 63.4 76.4 2000 Hz 65.7 58.5 72.7 4000 Hz 67.1 57.8 68.3 8000 Hz 69.4 57.5 65.1 A-Weighted 79.4 74.3 82.0 Advanced Acoustics 404 i 0 I '� 5 M • .44 410 sip Advanced Accoustics Parameters 1. Unit height above ground. 30.0 ft 2. Horizontal distance from unit to receiver 50.0 ft 3. Receiver height above ground. 5.7 ft 4. Height of obstruction• 0.0 ft 5. Horizontal distance from obstruction to receiver 0.0 ft 6. Horizontal distance from unit to obstruction- 0.0 ft Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall A 85.8 84.3 80.5 78.7 76.4 72.7 68.3 65.1 89.6 Lw B 59.6 68.2 71.9 75.5 76.4 73.9 69.3 64.0 81.4 LwA C 53.4 51.9 48.1 46.3 44.0 40.3 35.9 32.7 57.2 Lp D 27.2 35.8 39.5 43.1 44.0 41.5 36.9 31.6 49.0 LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp Packaged RTU Builder(Bryant) 1.29k Page 6 of 7 Performance Summary For 7.5T Project: –Untitled1 09/11/2018 Prepared By: 02:30PM D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. FanCurve 20 COZIRFTA _ ,1 �� N 1100RPM 0QF M 18 __ V � NA _ sooRFim Ate \ 16 r 6 14 ' 12 --/-______ A al-. .� icp 10 \ CL N � W ---__ N 4o0RR'v1 \ 04 �v 163MBHP N �. 1.508HP 02 Willill' ----- ''' '' '---,, 1:0091P '' 075BHP� ',� COco —...ww111111.111111 III III -1--II ILI. 04 QB 12 16 20 24 28 32 36 40 44 Airflow(CFM-thousands) RPM=763 BHP=1.65 MaximumRPM=1400 MaximumHP=4.70 Note:Pleasecontactapplicationengineeringforselectionsoutsidetheshadedregion. SC-SystemCurveRP-RatedPoint Packaged RTU Builder(Bryant) 1.29k Page 7 of 7 '' L © COOLING& GAS HEAT ., + r GCS16-953 thru GCS16-3003 GCS 16 .-001.k, ENGINEERING DATA PACKAGED UNITS (7.5 to 25 Ton) COOLING & GAS HEAT Bulletin No.480022 " 0 *88,000 to 284,000 Btuh Cooling Capacity November 1993 Supersedes April 1993 126,000 to 470,000 Btuh Input Heating Capacity 'ARI Standard Ratings 1 .7akkiN --1"Mr.`,`;ift'',00 '.-,t,14,4q1,,,,--,&,z,„;',-.:4,.-:.-..•-, • . 3 , ;40'" 1,1 k. 2' A ,„,,IN . 4cie P, ,l '''''' \ \NN''3'''',- '- \ ..,,,!..4,,,...--Y 4 v ir R ' 1m2 . Q p `Y nt6Y 8tS 4' f $j fit4 1555 ctzy4 J a C , ,..,..4.,,,,,„ y '� re n ti x i ., ....T444,...4., ,,,,,,,, ,,- )) :.4 .;,,; vik .,.jy! , ?4. s' .;„.-'' .1. '3,0..f%,-r- like 1,t,i-,:i-4k;.-,:;:<,,,;',',,].,',:efir,71,4 p, - 4�tll. o, >` �, , F wt 4i�.°J ��'t���fii ti it 3 <a•) i `i 3 P s # 0,,,,,,..i.,,,:, �`• tip �., ` N { s Nk ay s �� • i + 2 ,, r Zl, Y. r 7. , 1 d3 t2 € �v t t .,i ra*��h (}g," Tit.. `,''iz .� §r4 14 ts ;1 ;) • ta,itd 4l0',.1.;'',,-,;',.Z'.': iN s ^,,: 1LC: • gl l I vr- 3 t.0.vc�1t}; 1 1i ioto,' .,;,..,,,,,,,,,,i4,,,,,,, ,,%,,,,,,,-,, Y ,-- mob. l� `St a> tc',- � mo tn atrta:. ,Aiptiliyi # >‘ s # Yt x �.. "" Tubular Heat Exchanger, Inshot Gas Burners, GCS16-1353 Induced Draft Blower and Gas Train. ys ® � j ;y tr•` Model t: faClAt� �'z� {�: crarlttO Typical Applications ,I, II « ,I / 1• , / __ `i • I ,.I, ry -. I 11 I �I:�, .1 , ,I tr. / t!' II.1.• *''-'". 1" I:L 1 1 U Horizontal(side)Supply and Return Air Horizontal(side) Supply and Return Air Installation with RMF16 Roof Mounting Frame and EMDH16M Economizer Dampers Installation with OAD16 Outdoor Air Dampers. IS • 1—_::".— i i l! 1 - k7i'''''.. *:',,i'ii i,i., –---i'''l, JH - tr _.. ..„oft., \ ,. .,•:. .,..,,,._. • j • , 0 M...„ ‘ .1 • 0 )N _ �,. IIIIDiIi� j1A I101111111i _ Down-Flo Supply and Return Air Installation Down Flo Supply and Return Air Installation with with RMF16 Roof Mounting Frame RMF16 Roof Mounting Frame, REMDI6M Economizer Dampers and RTD11 Ceiling Diffuser. NOTE—Specifications,Ratings and Dimensions subject to change without notice. 1993 Lennox Industries Inc. HIGH ALTITUDE DERATE _ Elevation Above Maximum Heating If the heating value of the gas does not exceed the values listed in Sea Level(Feet) Value IBtu/ft.3) table,derating of unit is not required.Should the heating value of ... 5001—6000 900 the gas exceed the table values,or if the elevation is greater than 6,000 feet above sea level, it will be necessary to derate the unit. 4001—5000 950 Lennox requires that derate conditions be 4% per thousand feet 3001—4000 1000 above sea level.Thus,at an altitude of 4000 feet,if the heating value 2001—3000 1050 of the gas exceeds 1000 btu/ft.3,the unit will require a 16%derate. , Sea Level—2000 1100 ` SPECIFICATIONS- GCS 16-953 Model No. GCS16-953 *ARI Standard Total cooling capacity(btuh) 88,000 210/240 Total unit watts 9,780 Ratings EER(Btuh/Watts) 9.0 *ARI Standard 270 SRN(Bels) 8.6 Stage 1 6 lbs.4 oz. Refrigerant(22)Charge - - Stage 2 5 lbs. 14 oz. Blower wheel nominal diameter x width(in.) 12 x 12 Evaporator Blower Nominal motor horsepower 2 and Factory Maximum usable horsepower 2.30 Drive Selection Installed """Drives Voltage&phase 208/230/460v-3ph RPM range 740—1010 Net face area(sq.ft.) 7.75 Evaporator Coil Tube diameter(in.)&No.of rows 3/8-3 Fins per inch 14 Net face area(sq.ft.) 15.67 I. Condenser Coil Tube diameter(in.)&No.of rows 3/8—2 Fins per inch 20 Diameter(in.)&No.of blades 24—4 Condenser Air volume(cfm) 5300 Fans Motor horsepower 3/4 . Motor watts 660 Btuh Input(low) 126,000 Two Stage Btuh Output(low) 98,000 . .... Heating Capacity Btuh Input(High) 200,000 (Natural Gas Only) Btuh Output(High) 160,000 A.G.A.Thermal Efficiency 8096 Btuh Input(low) 126,000 Two Stage Btuh Output(low) 98,000 _ . Heating Capacity Btuh Input(High) 175,000 (**LPG Gas Only) Btuh Output(High) 142,000 . A.G.A.Thermal Efficiency 81.5% Gas Supply Natural 314 Connections fpt(in.) **LPG 3/4 Recommended Gas Natural 7 Supply Pressure(we.in.) **LPG 11 Condensate.drain size mpt(in.) 1 No.&size of filters(in.) (4) 16 x 20 x 2 Net weight of basic unit(lbs.)(1 Package) 875 Electrical characteristics II 208/230v or 460v—60 hertz—3 phase ASound Rating Number in accordance with ARI Standard 270. 'Rated in accordance with ARI Standard 210/240;95"F outdoor air temperature and 80 F db/67'F wb entering evaporator air. ""For LPG units a field conversion kit is required and must he ordered extra.See Optional Accessories table. "'"Using total air volume and system static pressure requirements determine from blower performance tables rpm and bhp required.Maximum usable hp of motors furnished by Lennox are shown.If motors of comparable hp are used,be sure to keep within the service factor limitations outlined on the motor nameplate. —7— UNIT DIMENSIONS (inches) GCS16-953,-1353,-1603&-1853(-235 Size Shown) CORNER WEIGHTS(lbs.) CENTER OF GRAVITY(in.) Model No. AA BB CC DD Model No" EE FF GCS16-953 236 283 194 162 GCS16-953 28-1/2 40 GCS16-1353 255 345 287 213 GCS16-1353 r 32-3/4 40 GCS16-1603 285 394 353 256 GCS16-1603 31-5/8 42-3/8 gc316-1853 y 419 552 435 329 ,,c01¢-1, 5 r, 38 50 GCS16-1603&1853 ELECTRICAL INLETS DISCONNECT SWITHCH r FF _._......._- IGCS16-953&13531 loot furnished/ + _ r...-.. R-...-_ -.._ .. INDUCED DRAFT fi T_ r 4r BB BLOWER 1 y" ..11--...-..,...- ^51 ��GCS16.953&1353 .... •'�"'` / )--.1r BLOWER�1.::p. I l DISCONNECT SWITCH t 1@OTTOM VOV1fE'RE,NT1#Y,KIT FLUElVENT 1'r' rrw�*I /// } I ;notturnishadl 160141141ct,Sit:459&.141;31 OUTLET 'I .«W.'. >1 1 /f�j�{(141))?)))) i I Furnished 04161GW dr 1e5?t 1 r �Ur 11 CENtER1 i Vvmay%? �U I ' I ,.+.OF GpAVrEY I ,` _ CONDENSER .. I I r ,r 1 H-.,.. �.. COIL INTAKE Ili ,� lTti _ I ) AIR 11 T 1 �f1E.I (1I \l1)� 1 1 ow D i1 FLIERs 11 \ �� i I �--DAN."F OPENING N k7..,„ w.,, ,;,.-1 CONDENSER Y ' DD `-- »µ -~.i CC 1)1' CONDENSER COIL w w lSinpla Fan on GCS16-9531 TOP VIEW TOP VIEW BASE SECTION .•_ „ .w. —._... B_ . .._ .__ .. 1-1/2 41 P._.,... —Q ...4- I _� .,�.._. v1"li , LIFTING LUGS LIFTING LUGS r- FLUE/VENT 1 III 1' i`t,1:,. I IIt�C i {f •OUTLET � �� F�T,ER AC � �I�II �( I� III ��' `i I 1�1 .I��' � �N �+.,> 1 I�1i 1 IF Il 1 I,i1 • FLUE/VENT C' ENEit iv II . HORIZONTAL HORIZONTAL GOP... i A A ONl3E{fL4RR r SUPPLY R J REEIJRN.MR 9i,°� ENTRY OPENING. tN+ENINO 111011 � rl 1li' 1Ii1I Tr6^1403,1 P , p ILII d1.,l: I +IICI %t X 4-X ELECTRICAL INLETS (GCS16-1653) CONDENSATE N--0.1 BACK VIEW DRAIN With HORIZONTAL SUPPLY&RETURN AIR OPENINGS FRONT VIEW CONDENSER COIL -Ctikl EXHAUST AIR •_,,,_M„ INDUCED DRAFT BLOWER �.,._._ O 4 1-- I ', 1.,I ' y. HEAT - EXCHANGER ,1 LI Ii 1 11 1{{ i f11II GAS INLETS 11 ({{4}t + 1, ",`� fI l4�t�r'i I1� ii l i I itl 1 riI I I I L " 1M e .. mI " 111 .4 UCOMPRESSORS 121 GC516.1853 has 3 eomprauorsl HEAT SECTION END VIEW CONDENSER SECTION END VIEW Model No. A B C D E F G 11 J K L GCS16-953 ` 39 88-1/2 48 16-1/2 30-3/8 5-5/8 32-1/8 19-7/16 24-5/8 ` 33 1-5/8 - GCS16-1353 46 94 60 . 24 30-3/8 4-7/16 39-1/8 25-1/4 31-5/8 33 2 GCS16-1603 46 102 60 24 38 4-7/16 39-1/8 25-1/4 31-5/8 41 2 GCS16-1853 r 51-1/2 116 68 24-1/2 44 5-5/8 41-1/2 25-3/4 32-3/4 50-1/8 , 2 Model No. M N P Q - R - S T U V W X Y GCS16-§53 9-3/4 25-C/15 , 2'2-1/8. 64-!/a ' 53-172' 2-3/4 2-3/A2-7/A " 4-3/16 3-1/16 1-1/2 -1/16 GCS16 1353 14 31-3/16 28 1/2 64 53-1/2 2 3/4 - 2-3/8 2-7/6 4-3/16 3-1/16 1-1/2 3-1/16 GCS16-1603 14 31-3/16 28-1/2 72 25-1/2 2-3/4 2-3/8 2-7/8 4-3/16 3-1/16 1-1/2 3-1/16 GCS16 1853 1512 33-1/2 33 81 1/2 36 4 1/4 4 4 7 1/4 5 3 4-1/16 —26—