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Home My WebLink AboutPermit Mechanical 2019-09-04B u ild in g P e rm it Commercial Mechanical Permit Number: 811-19-002042-MECH IVR Number: 811057411215 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Web Address: www.springfield-or.gov Email Address: permitcenter@springfield-or.gov Permit Issued: September 04, 2019 Category of Construction: Commercial Submitted Job Value: $7,084.00 Description of Work: Dining room RTU replacement Type of Work: Replacement Worksite Address 1807 PIONEER PARKWAY EAST Springfield, OR 97477 Parcel 1703262302402 Owner: Address: PIONEER STATION LLC 11501 NORTHLAKE DR CINCINNATI, OH 45249 Business Name NORTH PACIFIC MECHANICAL LLC - Prim ary License CCB License Number 211710 Phone 503-999-3383 Inspection Inspection Group Inspection Status 2999 Final Mechanical Mech Com Pending 2999 Final Mechanical Mech Com Pending 2300 Rough Mechanical Mech Com Pending 2100 AC/Furnace/Heat Pump/HVAC Mech Com Pending Various inspections are minim ally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811057411215 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store Permits expire If work Is not started within 180 Days of Issuance or If work Is suspended for 180 Days or longer depending on the Issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth In OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the Center at (503) 232-1987. All persons or entitles performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Printed on: 9/4/19 Page 1 of 2 C:\myReports/reports//productlon/01 STANDARD 't :I Gi I;:: Cl C ·c: a . en 0 ~ i:3 ••• C. ·- a, CJ a, a:: C 0 .:; CJ ca u, C ca ~ I- :::c 0 w :IE I N ..,. 0 N 0 C? en 'r ' I 'r ' 'r ' co C") co N N •.... ..,. i.: .! E :::s z Q. ·; u l l'-- 1'-- '<t l'-- 0> a:: 0 > 0 Cl c5 I 't:I qj I;:: Cl C ·c a . i •. co ::, <O 0 . Eg ca ..- ,:, ~ ·; Q . •. co ::, <O 0 . Eg ca ..- CD ~ if .•... (') 0 .•... ~ <O CD IO ,:, N 0 "'f uo •• 0 co ::, 0 oO u ..¼- ~ ~ C 0 't:I Q) 1/1 IV e § Q) a . iii -~ Q) IV ::::, ..c "iii 0 > Q) ..0 E o C"iij:=' .2 ·o r3 a~ ·c ·c E IV ~ E -8 gi O Q) CUE ~ IV :5 w 0 0 s ca ,:, C 0 +I u = O> C ..- f ~ •••• O> 0 0 0 9 i 0 IO .•... ~ 0 0 0 9 .•... N (0 - 0 ::,!;! 0 N .•... ~ ..c 0 Q ) :E IV w 0 0 O> .•... - ai 0 0 0 0 ,;, 0 <O IO N "'f 0 g 0 9 0 0 3l LL >, g> 0 C ..c 0 ~ 0 ii E .B ::::, <( 0 0 O> .•... - ai "E ::::, 0 E <( c Q) E >, IV a.. ...J ...J ..J <( (.) z <( I (.) w :E (.) u::: ~ I .... a:: 0 z c B IV -~ 0 = ::::, IV "E' IV 0 (') ~m 't:I 0 Q) '<t •....•.. (.) .•... 't:I 0 ..c ai :E c Q) E >, IV a.. Cl ~ - - N .,. ls. _, Q. -~ 0:: C 0 ii m ., C I! ~I iL i •. Cl. 'i u ! 0 ., Cl m a.. E m O> <') m O> ~ 1 j C ·c: a.. M e c h a n i c a l P e r m i t A p p l i c a t io n -----·------------- CI TY OF SPRINGFIELD, OREGON 225 Fifth Street e Springfield, OR 97477 • PH(541)726-3753 • FAX(541)726-3689 Penmtno, 1 ~,, ~ f L/:), T his perm it is issu ed un der O A R 918-440-0050. P erm its expire if w ork is not started w ithin 180 days of issuance or if w ork is suspended for 180 days. Name: Shari's P ies Address: 1807 East Pioneer Parkw ay City: Springfield I State: O regon I ZIP: 97 4 77 Phone: Fax: E-mail: This installation is being made on property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. Business name: North Pacific M echanical, LLC Address: 18 15 NW 169th P L S T E 2100 City: Beaverton, I State: O regonl ZIP: 97006 Phone: 971-401-4559 I Fax: E-mail: lsaac@ npacificmechanical.com CCB license no.: 211710 Print name: Isaac C am pbell, Project Manager Unit heater 523.00 $ Wood/pellet/gas stove/flue 554.00 $ Evaporated cooler 519.00 $ Vent fan with one duct/appliance 513.00 $ Hood with exhaust and duct 519.00 $ One to four outlets 9.00 $ Additional outlets (each) 5.00 $ A ir-han dlin un its includ in Up to 10,000 CFM 15.00 $ Over 10,000 CFM 26.00 $ ·essor/ab som tion n stem /heat num n $ $ $ $ $ Incinerators (A) Enter subtotal of above fees ( or enter set minimum fee of $ 102.00 $ (B) Investigative fee $ (C) Enter 12% surchlll'g_e (.12 x [A+B]l $ (D) Seismic fee, 1% (.01 x [A]) $ (E) Technology Fee (5% of [A]) $ T O T A L fees and surcharges (A through E ): $~(\. 3 Last edited 7/1/2019 BJones { . STABILITY. E N G IN E E RIN G INC. P.O. Box 2646 • Corvallis, Oregon 97339 • p: 541.223.5360 • f: 541.223.5278 August 26, 2019 North Pacific Mechanical 1815 NW 169th Pl. Suite 2100 Beaverton, OR 97006 RE: Attachment requirements of the replacement RTU at Shari's in Springfield, OR To whom it concerns: At your request, we have reviewed the plans for the proposed mechanical unit at the address above and found the following: The replacement RTU per the plans should be attached to the curb adapter with (6) 14 ga. x 6" long steel brackets. One bracket is required at each corner of the curb adapter with and additional bracket centered along each length of the curb adapter. Each bracket should be attached to the mechanical unit with (4) #10 sheet metal screws and attached to the curb adapter with (4) #10 sheet metal screws. The curb adapter should be attached to the existing curb with (6) 14 ga. x 6" long steel brackets. One bracket is required at each corner of the existing curb with and additional bracket centered along each length of the existing curb. In lieu of steel brackets, the curb adapter may be directly attached to the existing curb w/ #10 self- tapping screws @ 12" o.c. around the entire curb perimeter. The existing framing is adequate to support the additional weight of the new unit. See sheet 1 of addendum #1. If you have any questions regarding this letter, please contact us. Sincerely, B y : Encl: Addendum #1, Calculations MECHANICAL UNIT (BY OTHERS) 14 GA. BRACKET (INSTALL AS SPECIFIED IN REPORT) 14 GA. BRACKET (INSTALL AS SPECIFIED IN REPORT) XISTING CURB ATTACHMENT TO ROOF FRAMING EXISTING ROOF FRAMING SHAPE MAY VARY DEPENDING--- ON MECHANICAL UNIT TYPE. MANUFACTURE AS REQUIRED. 6" LONG 14 GA. CLIP TYPICAL A TTAC H M EN T R EQ UIR EM ENTS FO R TH E R EP LA CEM E NT R TU S TA B IL IT Y &. ENGINEERING INC. ADDENDUM #1: MECHANICAL UNIT ATTACHMENT REQT'S PROJECT: SHARI'S (HVAC) LOCATION: 777 NE 2ND STREET, SUITE 280 1807 EAST PIONEER PARKWAY P.O. BOX 2646, CORVALLIS, OR 97339 ._s_P_R_IN_G_F_IE_Lo_,_o_R_9_74_7_7_,. --t TEL.: (541)223-5360 FAX: (541)223-5278 JOB# 19-0471 By: PS DATE: AUGUST 26, 2019 S H A R I'S (H VA C) 1807 EA ST PION EER PA R K WAY SPR IN G FIELD , O R 97477 AUGUST 26, 2019 JOB# 19-0471 STR U C TU R A L CA LC U LA TIONS BY STABILITY. ENGINEERING IN C . P .O . B O X 2 6 4 6 · C O R V A L L IS , O R E G O N 9 7 3 3 9 P : 5 4 1 .2 2 3 .5 3 6 0 F : 5 4 1 .2 2 3 -5 2 7 8 IN F O @ S T A B IL IT Y E N G IN E E R S .C O M 08/26/2019 CALCULATIONS 1-5 8/26/2019 . arc Hazards by Location Search Information Coordinates: Elevatlon: Timestamp: Hazard Type: Reference Document: 44.062488, -123.025521 ft 2019-08-26T15:21 :02.1192 ATC Hazards by Location Seismic ASCE7-10 R is k Category: II Site Class: D MCER Horizontal Response Spectrum Sa(g) Design Horizontal Response Spectrum Sa(g) 0.80 I I 0.50 0.60 ~ 0.40 0.40 0.30 0.20 0.20 0.10 0.00 0.00 0 5 10 15 Period (s) 0 5 10 15 Period (s) Basic Parameters Name Value S5 0.748 S1 0.393 SMs 0.899 SM1 0.634 Sos 0.599 S01 0.423 Description MCER ground motion (period=0.2s) MCER ground motion (period=1.0s) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2s SA Numeric seismic design value at 1.0s SA ..,.Additional Information ................. ····················· Name Value Description SDC D Seismic design category Fa 1.202 Site ampllflcatlon factor at 0.2s Fv 1.615 · Site amplification factor at 1.0s CRs 0.85 Coefficient of risk (0.2s) 11 https://hazards.atcouncil.org/#/seismic?lat=44.062488&1ng=-123.025521&address= 1/2 ' 8/26/2019 CR1 0.832 PG A 0.358 FpGA 1.142 PG~ 0.409 TL 16 SsRT 0.748 SsUH 0.88 SsD 1.5· S1RT 0.393 S1UH 0.472 S10 0.6 PGAd 0.5 ATC Hazards by Location Coefficient of risk (1.0s) MCE0 peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period (s) Probabilistic risk-targeted ground motion (0.2s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value (0.2s) I Probabilistic risk-targeted ground motion (1.0s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value (1.0s) Factored deterministic acceleration value (PGA) The results indicated here D O N O T reflect any state or local am endm ents to the values or any delineation lines m ade during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. D is claim er Hazard loads are provided by the U.S. Geological Survey Seismic Desjgn Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for Its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the bulldlng site described by latltudenongltude location in the report. https://hazards.atcouncll.org/#/seismic?lat=44.062488&Ing=-123.025521 &address= 2/2 Fc..J ..,. 77'1 l½ FCA. -z- <tt S t~s -P:UJ z - 1~1 l19s /e,1 •i le . Tu. : z.ot... Ibo I C-1; P ~- -tr 10 S,µ.. Sc.,rC,e.,-\ c~ :. bli\t:c,r · ~ :;1.. ~'7'- tb.:s, /tf..'<.re..~~ •.. ~ l t::f'\SIO ('l i: t I lei /6,s / S-c::::rr; ~ l~i t J;;,o<:? . '-I (:Li/1) '( ( ti(?) A t:.\:::.u-c.lt\f"d\,t crl: c..(J._\"°l~ G.J.ap 1-~ Y? ~i5hY1-'1 Cu-rla ~ #_ IO $, M . ~t,rG r.u S 0 /'J. w () .e,. J ":) 0-.c-\.e t ~c •. +e, ~ . I rl-Sf-e.cHor1 r . \j Vernu+l · L '½,C)::'b an \$00~ OL-D U.f\-\~ we,~~~\-= Jo{.~'5 /be, .IJ t:<..,,,.> u ~.,, < .• ,sc.,01 .•.••• J ;z ir 5' lt;S b w-e_'tt, u.} ~ D'to IC:>~ 7 S-¥, J:;{\..c.rcc...~ : •• 'FrzJIA~ (1ecol.s :h, be, ch-u.~ . 8/26/2019 Project: I 19-0471 Sharl's (HVAC) Mechanical Units: Re.e_lacement RTU STABILITY. E N G IN E E R IN G INC. By: Paul Schroeder HVAC Shear and Overturnln_s_ Forces ASCE 7-10113.3: Seismic Force Wp= 1265 lb ap= 2.5 Sos= 0.599 g Rp= 6 Ip= 1 z= 1 ft h= 1 ft Fp= 0.4apSosWp(1+2z/h)/(RJl.,)(.7) = 265 lb Maximum Fp= l.65oslpWp(.7) = 849 lb MlnlmumFp= 0.3SoslpWp(.7) = 159 lb Controlling Fp = 265 lb Fpv= 0.25osWp(.7) = 106 lb ASCE 7-10; 29.5: Wind Force K.= 0.62 K.,= 1 K.i = 0.9 V= 120 mph GC, = 1.9 GC:..111>1fft!= 1.5 Ai= 33 sf A,= 42.3 sf qh= 0.00256K,K.,K,iv2 = 20.6 ;:,.-. 'f'\-tJ-'C Fw= .(.6)qhGc,Ai= 6) lb tz,,~ F,..;= (.6)qhGC:..upllt)'\ = 783 lb ASCE 7-10; Equation 29.5-3 Overturnln1 Force: Seismic and Wind X= Yl= Y2= 54.25 40 47 In. In. in. CW+~M8= 0 = Fp(Yl+Y2/2)+Fpv(X/2)-Wp(X/2}-FaX Fa= -16 lb CW+~Ma= 0 = Fw(Yl+Y2/2)+Fwv(X/2)-Wp(X/2)-FaX Fa= 918 lb Wind forces control \tV'l 6,X, "'""",,,.,,. ~ 11-fl·H - Fpor Fw ---r-- Y2/2 - Y 1 ASCE 7-10; Table 13.6-1 ASCE 7-10; Table 13.6-1 ASCE 7-10; 13.1.3 ASCE 7-10; Equation 13.3-1 ASCE 7-10; Equation 13.3-2 ASCE 7-10; Equation 13.3-3 ASCE 7-10; 13.3.1 ASCE 7-10; Table 29.3-1 ASCE 7-10; 26.8.2 ASCE 7-10; Table 26.6-1 ASCE 7-10; 29.5.l ASCE 7-10; 29.5.l Horizontal projected area of equipment ASCE 7-10; Equation 29.3-1 ASCE 7-10; Equation 29.5-2 Wp tCG I IY2 Fpv (for seism ic only) I X/2 "' i lF .O R T E *IBJ 5 MEMBER REPORT Level, Roof: Joist 2 plece(s) 16" TJI® 210 o 54• oc PASSED .• 0 All locations are measured from the outside face of left support (or left cantlever end). All dimensions are horizontal. 0.237 @ 9' 1 l./_2" 1.0 D + 1.0 S {All Sj)llll51 + <l 1.0 D + 1.0 S (All Spans 11822 1.15 1.0 D + 1.0 S (All Spans} 0.896 1.0 D + 1.0 S (All Spans) 1.194 1.0 D + 1.0 S (All S1 Syst,o,n :Roof M em ber 1Y1Je : Joist Budding Use : Commercial Bulldlng Code : IBC 2018 Oe51gn Methodology : ASO M em ber Plld1 : 0/12 • Dellectlon criteria: LL (1./240} and Tl (1./180}, • Top Edge Bracing (LU}: Top com p esslon edge m ust be braced at 4' o/c unless delaled olherw lse. • Bottom Edge Bracing (Lu): BoltDm com pression edge m ust be braced at 18' 3' o/c uriess detaled otherw ise. w~ iaT1nls that the SIZlng r# Its prodUCIS will be In accordance wkh w eyert,aeuser product design atterta and published design values. ~ser expressly dlsdalm s r,r, <llllll' wanu leS related to the &Oftwlre. Use of this soltwllre Is _not Intended to circumvent the need ror a design professional as determ ined by the author1ty hll\llng Jurtsdlcllon. 1he designer d record, bulder or rr-1s resl)Onstie to IIS5ll'e that this calculatlon _Is oompatlble with the overal proJect. Aa :essortes (Rim Board, Blodoog Panels and Squash Blod<s) are not designed by this software. Prockm mn lactured at Weyerhaeuser fach ies are third-party certified to sustainable rorest,y standards. Weyerhaeuser Engineered Ll#Tlber Products ~ been evaluated by ICC-ES under Mluation reportS ESR-1153 and ESR-1387 and/or tesllld In aa:unlinE w lh appllcable ASTM standards. For CUll"8llt code evaluatiol1 reports, W eyerhaeuser product literature and initallation detais refer to www .~-~ucls/docum ent-llbrary, • • I The PfOduct appllcatlcn, Input design loads, dim ensions and support Inform ation have been provided by ForteWEB Software Operator :: : ::.;; : : : ~ SUSTAI-WlHOIIESffi 1NllA1lVE ... .&.& ... 'f' ~ ForleWEB SoftwaN OperalDr Job Nola Pal.I Sha ceder StablltV ~ Inc. (541) 22>5360 PalAOStablilyengtneers.com 8/26/2019 3:46:06 PM UTC ForteWEB v2.1, Engine: V7,3,2,309, Data: V7.2.0.2 FIie Name: 19-0471 Pagel/1 rr ..:, r Ii f ....•. ~. G C S1-5;95.g thru GCS 16".'3003 PACKAGED U N IT S C O O L IN G & G AS HE AT *88,0 00 to 284,000 Btu h C o o lin g C ap acity 12 6,000 to 470,000 B tu h In p u t H eatin g C ap acity • AIU Standard Roting• GCS16 (7.5 to 25 Ton} Bulletin No. 480022 November 1993 S u p e rse d e s A p ril 19 9 3 !! . .. f: ;; 11: ii> n: T ub ular H eat Exchan g er, ln sho t G as Bu rn ers. In d uced D raft S lower an d G as T rain . Typical Appllcatlons · ... ~ \. D o w n-Flo S u p ply an d Return A ir In stallatio n w ith R M F16 Roof Mounting Fram e NOTE - Specifications, Ratin g s an d Dimensions subject to chanqo without notice. H o rizo n tal (side ) S u pp ly an d Retu rn A ir Installation with O A D 16 O utd o Or A ir D am p ers. Dow n Flo Su pp ly and Re tu rn A ir lnstaliatio n w ith R M F 16 R o of Mounting Fram e, R EM D 16 M [.oo no m izer D ampers and RTO 11 Ceiling D iffuser. ,,~•19 9 3 Lennox In d u strie s Inc. GCS16-953 Thru -1603 OPTIONAL ACCESSORIES (Must Be Ordered Extra) Unit Model No. ~953~ GCS16-1353 GCS16-1603 "*LPG Conversion Kit LB-55755DA (32G88) LB-55755DA (32G88I Roof Mounting Frame e-. (Net Weight) RMF16-95 (107 lbs.] RMF16-135/160 (119 lbs.) (32G90) (32G91) Economizer Dampers - (Net Weight) REMD16M-95 (118 lbs.) REMD16M-135 (125 lbs.) REMD16M-160 (140 lbs.) No. & size of filters (in.) (2) 16 X 25 X 1 (74622) (2) 16 x 25 x 1 (74G23) (2) 20 x 25 x 1 (51G25) Horizontal Economizer Dampers - (Net Weight) EMDH16M-95 (120 lbs.) EMDH16M-135 (137 lbs.I EMDH16M-160 (147 lhs.l No. & size of filters (in.) (2) 16 x 25 x 1 (2 4 H 0 3 ) (2) 16 X 25 X 1 (24H04) (2) 20 X 25 X 1 (24H05) Exhaust Dampers - (Net Weight) (Net Face Area) GED16-95/135/160 (5 lbs.) (0.43 sq. ft.) (3 4 G 8 0 ) Differential Enthalpy Control 54 G 4 4 Horizontal Supply and Return Air Kit - (Net Weight) LB-55756BA (30 lbs.) LB-55756B8 135 lbs.) LB· 55756BC (42 lbs.I (3 4 0 7 11 (3 5 G 42 J l5 1G 2 7 I Bottom Power Entry Kit - (Net Weight) LB-55757CA (12 tbs.) (3 4 G 7 0 I Furnished Step-Down ATD11-95 (88 lbs.I RTD11-135 ( 125 lbs.l RTD11-185 (392 lbs.) (2 9 G 0 4 J (29 G 0 5 I I2 9 G 0 6 I Ceiling Supply and FDl 1-95 (75 lbs.I FD11-135 (95 lbs.) FD11-185 (289 lbs.) Return Air Diffusers Flush t2 9G 0 5 l I2 9 G 0 9 ) (29 G 10 ) (Net Weight) Transition SRT16-95 (29 lbs.) SRT16-135 (38 lbs.) SRT16-160 170 lbs.) I3 3 G 9 6 I (9 7 H 10 l (9 7 H 11I Outdoor Air Dampers -- (Net Weight) OAO16-95 (41 lbs.) OAD16-135 (43 lbs.) OAD16-160 (45 lbs.I No. & size of filters (in.) (1) 16 x 20 x 1 [3 5 G 2 6 ) (1) 16 x 20 x 1 I3 5 G 25 ) (1) 16 x 20 x 1 l5 1G 3 0 I Automatic OAD16 Damper Kit - (Net Weight) 3S G 2 1 (7 lbs.) Low Ambient Control Kit LB-57113BG (15 J 8 0 l LB-57113BH (16 J 8 6 I LB-57113BJ (16 J8 7 I limed-Off Control Kit (2) LB-50709BA 40 0 2 0 ••For LPG units a fioi1fconvc·rsfon kit is required and must be ordered extra. G C S 16 -18 5 3 T h ru -3 0 0 3 O P TIO N A L A C C E S S O R IE S (M u s t B e O rd e re d E xtra} - ---- - - Unit Model No. G C S 16 -185 3 G C S 16 -2 5 5 3 , G C S 16 -2 7 5 3 & G C S 16 -3 00 3 ""LPG Conversion Kit LB-81509DA 112H311 LB-81509DA (12H31I (2 required on -4701 Roof Mounting Frame - (Net Weight) RMF16-185 1127 lbs.) l12H05) RMF16-300 (180 lbs.I l41H04I Economizer .Dampers with Gravity Exhaust- REMD16M-185 (160 lbs.) AEMD16M-300 (210 lbs.) (Net Weight> No. & size of filters (in.] (2) 25 x 25 x 1 (4 0 H 14 ) (3) 20 X 25 X 1 (4 4 H 4 7) Differential Enthalpy Control 5 4 G 4 4 Model No. 208/230v PED16-185 (60 lbs.) (12 H 16 l PED16-300 (91 lbs.] I4 4 H 7 9 ) (Net Weight) 460v PED16-185 (60 lbs.) (12 H 1 7 ) PED16-300 (91 lbs.) I4 4 H 8 0 ) Optional Diameter (in.) & No. of Blades (2) 16-5 (3) 16-5 Power Exhaust Fans Total air volume (cfml 4200 6300 (Down-Flo Only) Motor Horsepower (2) 1/4 (3) 1/4 Watts input (total) 500 750 Horizontal Supply and Return Air Kit -- (Not Weight) LB-55756BD (52 lbs.l (12 H 0 4 I LB-55756BE (60 lbs.) (4 1H 2 3 J Step-Down RTDll-185 (392 lbs.) (2 9 G 0 6 ) RTDl 1-275 (403 lbs.) (2 9 G 0 7 I Ceiling Supply and Return Air Diffusers Flush FD11-185 (289 lbs.) l2 9 G 10 ) FDl 1-275 (363 lbs.) (29G 1 1 I (Net Weight) SRT16-185 (75 lbs.) (9 7 H 12 I Transition SRT16~300 (120 lbs.) (9 7 H 13 ) Outdoor Air Dampers - (Net Weight) OAD16-185 (120 tbs.) OAD16-300 (84 lbs.) No. & size of filters (in.J (1) 25 x 27 x 1 l12 H 0 3 ) (1) 26 x 31 x 1 (4 0 H 4 7) Automatic OAD16 Damper Kit-{NetWeightl 35 G 2 1 {7 lbs.) Low Ambient Control Kit LB-57113BK (16 J8 8 I LB-57113BL (16 J 8 9 I '' For LPG units a field conversion kit Is required ant! must bu ordered extra. -12- RATINGS NOTE ·- To determine Sensible Capacity, Leaving Wei .,mt Drv Bulb tempernturcs not shown in the tables, sec Miscellaneous Enginccriny Data section, page 9. Outdoor Air T emper•ture I ntering Condenser Coil n·1 Enter. Total 65 75 85 95 Wet Air Total Comp. Sensible Total Comp. Sensible Total Comp. Sensible Total Comp. Sensible To Total ToTot•I To Total To Total Bulb Vol. Cool. Motor Ratio (S/TI Cool. Motor Ratio IS/Tl Cool. Motor Ratio IS/Tl Cool. Motor Ratio IS/Tl ("'fl (cfml Cap. Watts Dry Bulb l"FI Cap. Watts Dn Bulb l"FI Cap. Watts on Bull l''fl Cap. Watts Dry Bulb l"A (Btuh) Input 75 80 85 (Btuhl Input 75 80 85 (Btuhl Input 75 80 85 IBtuhl Input 75 BO 85 '"00 56 100 2940 .68 .79 .90 54100 '.'1230 .69 .80 .92 51 900 3530 .70 .82 .94 49.800 3830 .71 .84 .96 63 3000 58900 2960 .71 .83 .95 56700 3260 .72 .85 .97 54300 3570 .73 .87 .98 52.200 3880 .75 .88 1.00 '.l'i00 61 200 2980 .74 .87 .99 ,a;AQOO 3290 .75 ,RQ 1.00 56100 3610 .76 ,Q1 1.00 53 800 ~<no .78 .93 1.rv 2500 59 000 2960 .55 .65 .76 56900 3270 .55 .66 .77 54 700 3580 .56 .67 .78 52500 3900 ,56 .68 .80 67 3000 62 000 2990 .56 .68 .80 59 500 3300 .57 .69 .81 57 300 3630 .58 .71 .83 54 900 3950 .59 .72 .85 3500 64mm 3010 .58 .71 .84 61700 3330 .'i9 .72 .85 SQ 7111 3660 .60 .74 .87 56 700 4000 .61 .75 .90 2500 61 900 2990 .43 .53 .63 59700 3300 .43 .53 .64 57 600 3630 .43 .54 .65 55 200 3960 .43 .55 .66 71 3000 64600 3020 .43 .55 .66 62.300 3340 .43 .55 .67 59,900 3680 .44 .56 .6 8 57 500 4020 .44 .57 .6 9 3500 66900 3040 .43 .56 .69 64400 3370 .44 .57 .70 61 900 3710 .44 .58 .71 59 300 4060 .44 .59 .73 GCS16-953 COOLING CAPACITY (With One Com.,.-essor Only Operating! NOTE - All values are gross capacities and do not include evaporator coil blower motor heat dedur:tion. Outdoor "A1r Jemoerature 1::ntermg 'C'ondenser Coil ("Fl Enter. Total 85 95 105 115 Wet A ir Tot•I Comp. Sensible Total Comp. Sensible Total Comp. Sensible Total Comp. Sensible To Total To Total To Total To Tot•I Bulb Vol. Cool. Motor Ratio IS/Tl Cool. Motor Ratio IS/Tl Cool. Motor Ratio IS/Tl Cool. Motor Ratio IS/Tl ("F l (cfm ) Cap. Watts Orv HUii l"FI Cap. Watts· Ur\ Bulbt"'f'I Cap. Watts UI"; ISUID {' ·r-1 Cap. Watts Orv Bulb l"FI IBtuhl Input 75 80 85 (Btuh) Input 75 80 85 IBtuhl Input . 75 80 85 !Btuh) Input 75 80 85 2500 AA200 7160 .72 .85 .97 84 500 7660 .73 .86 .99 AO 700 8140 .75 .88 1.00 76300 8590 .76 .91 1.00 63 . 3000 91 90 0 7290 .75 .R9 1.00 P.7 600 7790 .77 .92 1.00 83 400 A?80 .78 .94 1.00 79 300 8760 .81 .97 1.00 3500 94 500 7<1An .78 ,95 i.oo 90100 1AQll .80 .96 1.00 85800 AA.10 .P.2 .98 1.00 R1 600 8890 .85 1.00 1.00 2500 92700 7320 .57 .70 .81 88900 7850 .58 .71 .83 84 900 8370 .59 .72 .8 5 80900 8860 .60 .74 .87 67 3000 96 300 7460 .60 .73 .86 92 300 8000 .60 .74 .88 88100 8530 .61 .76 .91 83900 9030 .62 .78 .93 "''-00 99200 7560 .62 .76 .91 94900 P.120 .63 .78 .ss 90 600 8650 . . 64 ,P.O .96 86 000 9150 .ss .a, .98 2500 97 100 7490 .44 .56 .67 93200 8040 .44 .56 .6 8 89 200 8580 .44 .57 .69 85,100 9100 .44 .58 .71 71 3000 100 700 7620 .44 .58 .70 96600 8190 .45 .59 .72 92 300 8740 .45 .60 .73 88000 9270 .4 6 .61 .75 3500 103.600 7730 .45 .60 ,74 99 200 8310 .45 .61 .75 94 700 8860 .46 .62 .77 90200 9390 .47 .64 .80 GCS16-953 TOTAL COOLING CAPACITY !With Both Compressors Operating! NOTE All values are gross capacities and do not include·evaporator coil blower motor heat deduction. outdoor Air Temnerature l::ntermg Condenser u,11 (';fl Enter. Total 65 75 85 95 Wet A ir Total Comp. Sensible Total Comp. Sensible Total Comp. Sensible Total Comp. Sensible To Total To Total ToTot•I To Total Bulb Vol. Cool. Motor Ratio IS/Tl Cool. Motor Ratio IS/Tl Cool. Motor Ratio 1sm Cool. Motor Ratio (S/Tl (°Fl (cfml Cap. Watts u n Bulb l"Fl Cap. Watts Dn1 Bulb i-"t·J Cap. Watts lJrl Hull ·1•fj Cap. Watts Dry Bulb 1°t-l IBtuhl Input. 75 80 85 (Btuhl Input 75 80 85 IBtuh) Input 75 BO 85 (Btuhl Input. 75 80 85 3500 71 500 4010 .70 .81 .93 68700 4390 .71 .83 .95 66 000 4780 .72 .85 .97 63300 5170 .73 .87 .99 63 4250 74 700 4080 .74 .87 .99 71 700 4470 .74 .88 1.00 68 QOO 4860 .76 .90 1.00 65800 5250 .77 .ss 1.00 5000 71700 4120 .77 .<11 1.00 73900 4520 7R 94 1.00 10 soo 4910 .80 ,QA 1.00 67600 c;':110 .81 QA 1.0, 3500 75400 4090 .56 .67 .78 72 700 4480 .56 .68 .79 69 900 4880 .57 .69 .81 67000 5290 .57 .70 .83 67 4250 78 800 4150 .58 .72 .83 75700 4550 .58 .72 .85 72 700 4960 .59 .73 .87 69 500 5370 .60 .75 .89 5000 80900 4190 '-Q .74 .88 77.900 4600 .61 .76 .90 74 800 5020 .63 .78 .92 71500 5440 .63 .80 .95 3500 78900 4160 .44 .54 .64 76 300 4570 .43 .54 .65 73700 4980 .43 .55 .66 70 8000 5410 .44 .56 .6 8 71 4250 81800 4210 .43 .56 .69 79 000 4630 .44 .57 .69 76100 5060 .45 .58 .71 73.300 5490 .44 .58 .72 5000 83 500 4?40 .44 .58 .72 81 100 4670 .44 .59 .74 78 200 5110 .45 .61 .75 75100 5550 .46 .63 .77 GCS16-1353 COOLING CAPACITY (With One Compressor Only Operating! NOTE -All values are gross capacities and do not include evaporator coil blower motor heat deduction. ou@oor Air lemoerature l;nterina Condenser Coil !"fl Enter. Total 85 95 105 115 Wet Air Total Comp. Sensible Total Comp. Sensible Total Comp. Sensible Total Comp. Sensible To Total To Total To Total To Total Bulb Vol. Cool. Motor Ratio IS/Tl Cool. Motor Ratio IS/Tl Cool. Motor RatiolSfrl Cool. Motor Ratio(Sffi r·F) lcfml Cap. Watts un Bulb rn Cap. Watts Dn Bulbl"'FI Cap. Watts un Bulb("FJ Cap. Watts- Drv Bulll l''fl (Btuhl Input. 75 80 85 IBtuhl Input 75 80 85 (Btuhl Input 75 80 85 (Btuhl Input 75 80 85 3500 118 100 9770 .72 RA .98 113 100 10 480 .74 .87 1.00 107 800 11 180 .75 .90 1.00 102 000 11 830 .77 93 1.00 63 4250 122 600 9930 .76 .91 1.00 117 400 10 650 .78 ,Q3 1.00 111 000 11 350 .80 .96 1.00 105 300 12 040 .82 .99 1.00 c;nnn 126 100 10 040 .80 .96 1.00 120 <inn 1n reo .82 ,<IQ 1 nn 114 300 11 snn .84 1.00 1.00 1n9 600 12 260 R7 i.oc 1.00 3500 125 000 10 000 .57 .70 .82 119 800 10750 .58 .71 .84 14400 11 490 .59 .73 .86 108 800 12 210 .60 .74 .89 67 4250 129 600 10170 .5 9 .74 .88 124 200 10930 .60 .75 .90 118 400 11 690 .62 .77 .92 112 800 12 420 .63 .79 .95 5000 133 -;,nn 10280 ,F.? .77 .92 127 100 11 060 .63 .80 .95 121 300 11 830 .64 .82 .CIR 1 ii; 500 12 570 .66 .84 1.00 3500 131 800 10 230 .43 .55 .67 126 500 11 010 .44 .56 .68 120 900 11.790 .44 .57 .70 115000 12 560 .44 .58 .72 71 4250 136 200 10 390 .44 .58 .71 130 800 11 190 .45 .59 .73 125 100 11990 .46 .60 .75 119 100 12 760 .45 .61 .77 5000 139 300 10 500 .45 .60 .75 134 100 11 320 .46 .62 .77 127 900 12130 .46 .63 .79 121 800 12 910 .47 .64 .82 GCS16-1353 TOTAL COOLING CAPACITY (With Both Compressors Operating) NOTE -All values are gross capacities and do not include evaporator coil blower motor heat deduction. -15- UNIT DIMENSIONS (inches) GCS16-953, -1353, .-1603 & -1853 (-235 Size Shown} CORNER WEIGHTS (lbs.) CENTER OF GRAVITY (in.I Model No. AA BB cc DD GCS16-953 236 283 194 162 GCS16-1353 255 345 287 213 GCS16-1603 285 394 353 256 r.~S16-1Rl:;"I. 419 i;i:;, a-:ii:; 329 Model No. EE FF GCS16-953 28-1/2 40 GCS16-1353 32-3/4 40 GCS16-1603 31-5/8 42-3/8 r.<:s 1 f;_ 1 H •.• :i ~ 50 FLUE/VENT OUTU.T ••. ?s! cc i} ~CONDENSER COil FANS ·. (Si,.ie F•n on QCS18-953) CO N D E N SE.A C O IL TOP VIEW F· ·a- ELEC1111CAL INLETS (GCSlS-953 I, 13531 R 1 FLUE/I/ENT Oun.ET ' L TOP VIEW BASE SECTION X X I~ UfllNGLUGS 8------~- l A .J BACK VIEW With HORIZONTAL SUPPL V & RETURN Alff OPENINGS ,--, A L ' FLUEMNT OUTI.ET FRONT VIEW INDUCED DRAFT a.OWER GASINLETS M u HEAT SECTION END VIEW COMPIIESSOflS IZI GCS18-1153 hM 3 eompr-orl) CONDENSER SECTION END VIEW Model No. A B C D E F G I H J K L uL:=.1ti·9!)3 39 DD· l/2 4tl 16-1/2 30-378 5-:>/D 32-1/tl 1:,-7/16 74-5/8 ,j,j 1-!:>/H 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 51-112 116 68 24-ln 44 5-5/8 41-1/2 25-3/4 32-314 50-1/8 2 Model No. M N p Q R s T u V w X V bCS16-l-l":-1 9-3/4 25.:'1716 22-1/8 64-7/8 !:>.-1-1/7 -,_~'J/4 2-3/8 2-7/8 4-.:s/16 J-111O 1-1/2 3-1/16 GCS16-1353 14 31-3/16 28-1/2 64 53-1/2 2-3/4 2-3/8 2-7/8 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 15-1/2 33-1/2 33 81-1/2 36 4-i74 4 4 7-1/4 5 3 4-1/16 -26- ACCESSORY DIMENSIONS (inches} GCS16-953, -1353 &-1603 UNITS Willi REMD16M ECONOMIZER DAMPER SECTION AND RMF16 ROOF MOUNTING FRAME FLUE/VENT OUTUT CONOENSER COIL INTAKE AIR CORNER WEIGHT (lbs.) Model No. F G H J GCS16-953 256 295 295 256 GCS16-.1353 274 313 404 354 GCS16-1603 320 415 459 353 ·,r,1 lJ¢ ~® CO M >ENS&R CO L FA N S {Single F- on GCStt-1531 CENTER OF GRAVITY [ln.] Model No. K L GCS16-953 24 41 GCS16-1353 28 41 GCSlS-1603 28-1/2 44-3/8 TOP VIEW. BACK'VIEW OPTIONAL GE011 GRAVITY EXHAUST DAMPERS !Field Installed Both Sld•I CONDENSER SECTION END.VIEW Model No. A B C D E GCS16-953 39 88-1 /2 48 28-9/16 32-9/16 GCS16-1353 46 94 60 34-9/16 32-9/16 GCS16-1603 46 102 60 34-9/16 40-9/16 -28- , ACCESSORY DIMENSIONS (inches) GCS16-953, -1353 &-1603 UNITS WITH EMDH16 HORIZONTAL ECONOMIZER D A M PER SECTION FLUETVENT OUTLET CORNER WEIGHT Ciba.I Model No. L M N p GCSIS-953 233 264 266 234 GCS16-1353 251 325 374 "lif1 GCS16-.1603 282 375 444 333 .C EN T ER O F G R AV ITY (in.I f SUPPLY 0 Model No. Q R GCS16-953 24 41 GCS16-1353 27 41 GCS16-1603 27-1/2 43-3/4 TOP VIEW FLUE/VENT OUTLET F RETURN.AIR OPENING IOn EMDH1IMI BACK VIEW CONDENSER COIL EXHAUST AIR ,.. &0·3/4 --14 'o 1-1/2 y OPTIONAL GEDH11 GRAVITY EXHAUST DAMPERS DAMPER (Field lnatalled) MOTOR 7 A J . ...._,_ COMPRESSORS EN D VIEW Model No. A B C D E F G H J K GCS16-953 39 88-1/2 48 19-7/16 32-1 /8 1-5/8 13-1/4 31· 1 /2 28-3/4 32-9/16 GC S16-1353 46 94 60 25-1/4 39-1/8 2 19-1 /4 31-1/2 34-3/4 32-9/16 GCS16-1603 46 102 60 25-1/4 39-1/8 2 19-1 /4 39-1/2 34-3/4 40-9/16 -29- ACCESSORY DIMENSIONS (inches} RMF16 SERIES ROOF MOUNTING FRAME WITH DOUBLE DUCT OPENING ··A· Frame -~1-13/16 i--------B •1 Opening SUPPLY AIR OPENING F E G RETURN AIR OP'ENING E F- 14 LI NAILER l,!_~.:'ec11 -lz~ SECTION A-A A SUPPORT ANGLES ,--· lfurni•hed) --- r 14 I t' . "NOlE~ffflL:: }l!jl;nltfd ttl!.I! Q:fflJSIAJMMJr¥11•· ., _i__., I ·· · ~t IMJ, · ~ · · ~{l f Model No. A B C D E F G RMF16-95 87-1/8 83-1/2 46-5/8 43 17-15/16 31-1/2 4 RMF16-135/160 92-1/2 88-7/8 58-1/2 54-7/8 25-1/4 •• 3-3/16 RMF16-185 111-3/4 108-1/8 63-7/8 60-1/4 26 45-1/2 4-3/B RMF16-300 156-5/16 152-11/16 80-7/8 77-1/4 36 46 18 •31 1/2 inches for -1353 units. 39-1/2 inches for -.1603 units. RMF16-95 ROOF MOUNTING FRAME WITH SRT16·95 SUPPLY AND RETURN AIR TRANSITIONS FOR FD11-95 & RTD11-95 CEILING DIFFUSERS :r 87- 1-13/16 i..._ ------- 93.:;: s: •• ''11 46-5/8 CII E~I~ it ! 1/8 ••••••• ,,1~9 SRT16--95 RETURN TAANSITION TRANSmON SUPPORT ANGLES tFurnlshed with Roof Mounting Frame) A ill A L _j 14 l NAILER STRIP (Furniehadl NOTE-Roof deck may be omitted within the confinft ol frame. --1 2 I- SECTION A-A RMF16-135/160, -185 & -300 ROOF MOUNTING FRAMES WITH SRT16 SUPPLY AND R E T U R N A IR TRANSITIONS FOR FD11 & RTD11.CEILING DIFFUSERS A -~ B Frame ., _ 1-13/18 Opening I SRT16 S U P PLY T R A NSm ON SflT16 R E T U R N T R A N S ITION ,,,~~-· •A"'••., < ,.q,-,-~,.,....NH<,._, •••••• ,,.,.,, •• , •• ' A >~"~ •• ~ ~ •.. ~ >/ , ,._-._ ,,,. •• .,,,... •••.••••••• ,.., ;,,,,,,.,.,.,.,,, """' l 14 ~NA ILE R STRIP _ (Furnished I -l 21- S E CT IO N A -A A _j TTll11N&ULAll0.N 7 J&lr.nWiitdl· 14 G ~ T R AN S IT IO N S U P PO RT A N G L E S !Furnished with Roof Mounting Fram•! ,,r -- l'.i.,. . I• NAllER."STRIP I CFumllhadl .• NOTE.;.Roof dec:k may be omitted within the c:onfinH of frame. Model No. A B C D E F G RMF16·135/160 92-1/2 88-7/8 58-1/2 54-7/8 * 18 8 RMF16-185 111-3/4 108-1/B 63-7/8 60-1/4 36 18 12 RMF16-300 156-5/16 152-11/16 80-7/8 77-1/4 48 24 12 "28 inches for SRT16 135 Transition. 36 inches for SRT16-160 Transition, -32- .,. . ACCESSORY DIMENSIONS {inches) TYPICAL FLASHING DETAIL FOR RMF16 ROOF MOUNTING FRAME FIIIEIIGLASS INSULATION ffVAN.tledt ROOF MOUNTING FRAME SPECIFICATIONS Roof Mounting frame is rigid enough to be spanned over its entire length or cantilevered if supported on either side of center of gravity. ----- NAILHI STRIP (FurnlthitdJ .,...... COUNTER FLAS •• NG .,......- IFt.ld S..ppliodl CANT STRIP / tflaild SuppHedl ./ Roof Mounting Frame RMF16-95 thru -300 •Frame moment of inertia (I) {in. •i 42 I •Frame section modulus C (in.3) 5.8 Mounting frame weight (lb/foot of length) 5.5 Mounting frame design strength (psi) 20,000 R10ID INSULATION - lflold S up p llod l OAD16 OUTDOOR AIR DAMPER SECTION 1-1t2 A 1- BB- _ ______.. WWW. - -------- 1 · 1-1/2 F l, "J ..j BACK VIEW SIDE VIEW Model No. A B C D E F G . -OATI16-95 OAD16-135 24 21 1B-1/2 17-1/8 17-1/8 3/4 5/8 OAD16-160 OAD16-185 33 30 28-3/8 27 22-1/4 3/4 5/8 0AD16-300 33 30 34-5/8 33·1/4 34-1/4 1/2 1/2 GCS16--UNIT WITH OAD16 OUTDOOR AIR DAMPER SECTION DOWN-FLO SUPPLY AND RETURN AIR NOTE - For Horizontal (aide) Supply and Return Air OAD16 Field Install• on Return Air Duct. BACK VIEW A i II I 10 ~- OAD11 OUTDOOR" /.- AIR DAMPERS a-1111-ocs,1-m 11>-11il11-0CS11-13U a 1103 10-GC1111-1'il li-OCS1a.211U,. :t7U • *3 END VIEW Model No. A B OAD16-95 OAD16-135 17-1/8 17-1/8 OAD16-160 OAD16-185 27 22·1/4 OA016-300 33-1/4 24-1/4 -33- ; '.\ . '\ \ Lenn\.x Industries Inc. - Product Submittal T a b le of C o n ten ts System ID Qty I M odel Description 1 l KGB092S4B - . . -rKGGW1.sf 11sokn1230-JENV -- - -. - - . ·.;·. . . Project: 3000903666 SMC167 Quote: 4001064696 SMC167 Page 1 of6 Last Changed: SHELDON, RALPH Prepared On: 2019-07-03 Phone: 503-999-3383 f' Lennox Industries Inc. - Product Submittal System ID: GCS16-953-200-3Y !Packa2e Model: KGB092S4B Description: PKGGE/7.5T/180KB/230-3 ENV HEATING PERFORMANCE Unit Type HIE Lowlnput HIE LowOutput HIE Highlnput HIE HighOutput System HeatOutput Packaged Gas Electric 117000 (Btuh) 93500 (Btuh) 180000 (Btuh) 144000 (Btuh) 144000 (Btuh) Gas Supply Connection HIE Heat Rise AFUE/ Therma!Eff Number of Heating Stages Gas Supply Pressure 0.75 (in.) 44.4 {°F) 80 2 7 (in.WC) COOLING PERFORMANCE Refrigerant ARIEER ARIIEER ARI Total Power ARI GrossTotalCool ARI NetTotalCool Coil GrossTotalCool Unit NetTotalCool Coil GrossSensCool Unit NetSensCool R-410A 11.0 12.7 7800 (W) 87800 (Btuh) 86000 (Btuh) 89900 (Btuh) 84689 (Btuh) 64728 (Btuh) 59517 (Btuh) Number Compressors Number of Cooling Stages Condensate Drain Size Cooling OutdoorDB Cooling CondenserDB Cooling MixedDB Cooling MixedWB Coil DischargeDB Coil Discharge WB Unit DischargeDB Unit Discharge WB Coil MoistureRemoval System MoistRemoval 2 2 1.00 (in.) 95.0 (°F) 95.0 (°F) 80.0 (°F) 67.0 (°F) 59.5 (°F) 57.2 (°F) 61.0 (°F) 57.8 (°F) 23.7 (lb/hr) 23.7 (lb/hr) SUPPLY FAN PERFORMANCE Supply Airflow Outdoor Airflow ExtStaticPress Supply SupplyFan Req'dPower SupplyFan NornPower Supply Fan Type SupplyDriveReq'd RPM SupplyDrive Min RPM SupplyDrive Max RPM 3000 (cfm) 600 (cfm) 1.00 (in. WC) 1.64 (hp) 2.00 (hp) CA V Belt Drive 918 (rpm) 590 (rpm) 890 (rpm) TotalStaticPress Wet Coil Static Press Gas HIE Static Press Economizer Static Press Air Filter Qty Air Filter Length Air Filter Width Air Filter Thickness 1.35 (in.WC) 0.10 (in.WC) 0.12 (in.WC) 0.13 (in.WC) 4 20.0 (in.) 25.0 (in.) 2.0 (in.) ELECTRICAL Voltage Frequency System MCA SystemMOCP Compressors RLA Cooling FLA Total Unit Oper Range-Norn Voltage 230V 3Ph 60 (Hz) 38.0 (amp) 50 (amp) 26.2 (amp) 38.5 (amp) +/-10% SupplyFan FLA CondensingUnit FLA CondenserFan Power 7.5 (amp) 4.8 (amp) 740 (W) DIMENSIONS Cabinet Width Cabinet Length Cabinet Height Total Weight 60.1 (in.) 101.3 (in.) 46.9 (in.) A.M7-flb) Downflow Supply Length Downflow Supply Width Downflow Return Length Downflow Return Width 20.0 (in.) 28.0 (in.) 24.0 (in.) 27.0 (in.) SOUND ! Outdoor Sound Rating 88 (dBA) Project: 3000903666 SMC167 Quote: 4001064696 SMC167 Page 2 of 6 Last Changed: SHELDON, RALPH Prepared On: 2019-07-03 Phone: 503-999-3383 ,- Lennox Industries Inc. - Product Submittal System ID: G C S 16 -953-200-3Y Packaze Model: K G B 092S4B Description: PK G G E/7.5T/180K B /230-3 EN V SYSTEM FEATURES D urable O utdoor E nam el Paint Finish Scroll C om pressor H igh C apacity D riers S eparate C om pressor and C ontrols C om partm ent L im ited com pressor w arranty of 5 years L im ited w arranty on all other com ponents of 1 year See Lim ited W arranty C ertificate included w ith unit for details A G A -C G A C ertified Redundant C om b. G as C ontrol V alve Electronic Flam e Sensor D irect Spark Ignition Lim ited w arranty on Environ C oil System of3 years INCLUDED SYSTEM OPTIONS - FACTORY INSTALLED E N V IR ON C O IL SY ST E M C O N ST A N T A IR V O L U M E B E L T D R IV E 2 IN M E RV 4 FIL T E R INCLUDED SYSTEM OPTIONS - FIELD INSTALLED 13U45 53W 64 11K 76 92M 73 K IE C O N 20B -2 EC O N O M IZ E R K IT C ISN SR 64FF1 SIN G L E EN T H A LPY C l SN SR 448-2 SU P O R R ET SM O K E D ET E C T O R K T C IA C U R B 30B G C S/C H A l6124823-953 Project: 3000903666 SMC167 Quote: 4001064696 SMC167 Page 3 of 6 Last Changed: SHELDON, RALPH Prepared On: 2019-07-03 Pho~: 503-999-3383 \ •; ,:- . 1 I J ' Lennox Industries Inc. - Product Submittal System ID: G C S 16-953-200-3Y IP acka2e M odel: K G B 092S4B D escription: P K G G E /7.5T/180K B /230-3 EN V D IM E N S IO N S - IN C H E S (M M ) CORNER WEIGHTS CENTER OF GRAVITY M o d el AA B B cc DD EE FF No. B ase Max. B ase M ax. Base Max. Base Max. B ase M ax. Base Max. ,-,_ lb s. kA lb s. kg lb s. kg lb s. ka lbs. ka lb s. kg lb s. kg lb s. kg in. mm in. mm in. mm in. mm ' 092; 248 113 292 133 223 101 255 116 243 110 273 124 276 125 320 145 47 1181 46 1156 24.5 622 25.5 648 102 253 115 297 135 228 103 260 118 248 112 278 126 282 128 326 148 47 1181 46 1156 24.5 622 25.5 648 120 263 119 308 140 237 107 269 122 258 117 288 130 293 133 337 153 47 1181 46 1156 24.5 622 25.5 648 150 286 130 331 150 257 117 289 131 280 127 309 140 318 144 362 164 47 1181 46 1156 24.5 622 25.5 648 Base Unit • The <.llit w ith NO OPTIONS. Max. lk1it • The unit Wi1h All OPTIONS Installed. (EconorriZer, e1c.) 6-1/8 (156) 27 (686) I CENTER OF ~ ~GRAVITY BOTTOM RETLRN T T .__ AJ_R~~ 6-518 ..L+ ~F (168) ~----•..__ __. BOTTOM ICC 7 (178) CONDENSATE 34-7/8 (S86) 10 1-114 BASE (2572) --="'-----.!• TOP V IE W i----58-1/8---1 I (1476) I TI/8 I ~fi 43-3/8 (1102) I I I fo o c ::::1 c ::::, $di . ...i. 1.. 60-1/8·-I (1527) • END VIEW 3-1/2 (89) LIFTING HOLES (FOR RIGGING) l+--------1~1:,~1--------.t SIDE VIEW 1S .1i2 (394) !!jP· 11 HORIZONTAL SUPPLY AIR OPENING HORIZONTAL RETURN AIR OPENING ~~1-1/2 .I..~~~~~ (800) (762) fS:------, 30 (762) S.3/8 (137) 12-1/8 (303) ' S ID E V IEW (Horizontal Openings) Project: 3000903666 SMC167 Quote: 4001064696 SMC167 Page4 of 6 Last Changed: SHELDON, RALPH Prepared On: 2019-07-03 Phone: 503-999-3383 r Lennox Industries Inc. - Product Submittal System I D : G C S 16-953-200-3Y Packaae Model: K G B 092S4B Description: PK G G E /7.5T/180K B /230-3 E N V ACCESSORY DIMENSIONS• INCHES (MM) OUTDOOR AIR HOOD DETAIL 21-3/8 t--- (543) I (Fumished with Economizer ot Outdoor Air Damper) EXHAUST AJR HOOD (Furnished, Fiekl Installed) _Q !!111· 11 h '• Project: 3000903666 SMC167 Quote: 4001064696 SMC167 Page 5 of& Last Changed: SHELDON, RALPH Prepared On: 2019-07--03 Phone: 503-999-3383 .- . Lennox Industries Inc. - Product Submittal System ID: GCS16-953-200-3Y IPacka2e Model: KGB092S4B Description: PKGGE/7.5T/180KB/230-3 ENV UNIT CLEARANCES· INCHES (MM) A B C D Top 1 Unit Clearance in. mm in. mm in. mm in. mm Clearance Serva Clearance 60 1524 36 914 36 914 60 1524 Clearance to Combustibles 36 914 1 25 1 25 1 25 Unobstructed Minimum Operation Clearance 36 914 36 914 36 914 36 914 NOTE - Entire penmeler of unit base requkes support when elevaled above the mountng surface. , 5etVICe cie.ance - Reqund tor remow1 of serviceable partS. Clearlllce to Combustibles- R8ql.ir9d for cle31'311C& to combustible matertal. Minimum Operation Cleennce - R8qund deafalce for proper IJ'llt operation. Project: 3000903666 SMC167 Quote: 4001064696 SMC167 Page 6 of& Last Changed: SHELDON, RALPH Prepared On: 2019-07-03 Phone: 503-999-3383 w f a. ... G) G) C 0 a: ,..._ 0 CX) ~ ;!: C <ti L.. ::, ·u J2 ~ Q) rn Q) E Q) C L.. -o E ct! C 0 Ol ct! (.) C '6> ~ c:: ~ E ~ 0 0...,. . 0 1ne:;:::; w oiu Q) o ct! Q> .5 . . ~ C :) ct! C> 32 (.) = ct! I- ...,. C ·- (.) U L.. fl') ·- ::, ct! (.) 0:: .5 (J) CD O LL +-' en a w E a. ~ a, a, C: 0 ·- a. "' 0 CX) . ~ D E V E L O P M E N T A N D P U B L IC W O R K S D E P A R T M E N T Application Date: _ Permit#:. _ Installation Address:. _ 225 FIFTH STREET SPRINGFIELD, OR 97477 PHONE (541)726-3753 FAX (541)726-3676 ww w .springf,efd-or.g ov COMMERCIAL MECHANICAL PERMIT WORKSHEET In order to determine code compliance of the proposed installation please provide the following information in addition to the permit application: 1) Legible copies of the new equipment's manufacturer's listing, cutsheets and installation instructions, 2) ComCheck energy compliance forms, and 3) *when required, wet-signed engineering calculations and structural details for seismic bracing. Please complete all fields- use NI A where not applicable. Type&Model Unit Weight* Capacity (BTU, Ton, etc.) Old Equipment GCS16-953 New or Replacement Equipment* KGB092S4B 993 1047 88000 BTUH 93500 BTUH Efficiency Rating (HSPF, SEER, etc.) 9.0 EER --------- 0 u t door Air supplied (CFM)** UN KOWN ---------- Ventilation supplied (CFM)** UNKOWN ---------- Exhaust Rate (CFM)** UN KOWN ---------- Structural Seismic Bracing* D Yes liZI No 11.0 EER 600 3000 UNKOWN 0Yes DNo Is this installation within a Special Flood Hazard Area as determined by FEMA? DY es liZINo Prepared and signed by: Building Owner D Contractor '21 Design Professional D I certify that the inf onnation provided above is complete and accurate to the best of my knowledge: Signed: c{4,aac, ~~ Print Name: Isaac Ca~ Manager CCB or Design Professional License Number: 211110 --------------------- Date: 8/30/19 * New and replacement equipment shall have seismic bracing designed by an Oregon Registered Engineer and installed in accordance with the Engineer's design per OSSC 1613.7.6, 1613.7.7 and ASCE 7-05 section 13.1.4. Exceptions: 1. Equipment weighing 400 pounds or less and mounted 4 feet or less above a floor or roof level. 2. Components weighing 75 pounds or less. (5 pounds for distribution systems) 3. Replacement equipment which weighs the same or less than the equipment it replaces, uses the same seismic attachment and bracing, and is installed in the exact same location as the old equipment will be field-evaluated by the Inspector for compliance. Additional bracing and accompanying engineering may be required based on the Inspector's evaluation. The original Engineering for the replaced equipment if provided for review may be acceptable. * *If outdoor air supply, ventilation or exhaust rate is reduced, provide calculations, specifications and plans for the mechanical ventilation system including the required outdoor air ventilation and the required exhaust ventilation showing compliance with OMSC Section 403/fable 403.3