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EXPIRES: , ®ila.' 7 14 RE ARCHITECTURE ® ENGINEERING UiPLANNING 1EItI OPTS LANDSCAP 15895 SW 72ND AVE SUITE 200 PORTLAND,OR 97224 PHONE 503.226.1285 FAX:503.226.1670 INFO @CIDAINC.COM W W W.CIDAINCCOM . . , Design Maps Summary Report Page 1 of 1 n74-/ mUSGS Design Maps Summary Report User-Specified Input Report Title Gaarde Pacific HVAC Wed January 29,2014 18:21:23 UTC Building Code Reference Document ASCE 7-05 Standard (which utilizes USGS hazard data available in 2002) Site Coordinates 45.42012°N, 122.7867°W Site Soil Classification Site Class D -"Stiff Soil" Occupancy Category I/II/I11 -- -'----. .1%-. r"--1.,.e,tiw ..- : _.1 ,- -Tr.- -4„... -iit ;..7.71,4:,- -,7,c ,:. .,-., :,.. ksrth."--k‘ :.1.-: '12,,,„,-- -- -. .,.: : ..•--,• "-',....--.: '..----,:.--,- .11, ,'.-.:-.,:.I !. -.-:. A.':".:.':',!::-01. f4,:-.' 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USGS-Provided Output S, = 0.928 g Spa= 1.047 g st.= 0.698 g si = 0.336 g Slit = 0.580 g SDI = 0.387 g MCE Response Spectrum Design Response Spectrum 1.10 an 0.93 0.03 0.22 _ 0.50 0.77 0.45 '3 0.42 ... ! - II VI 0,55 1 al 0.25 21 0.44 0.22 0.22 0.21 0.22 0.16 0.11 0.07 0.00 moo 0.00 0.20 0.40 0.00 0.20 1.00 1.20 1.40 1.60 1.20 2.00 CLOD 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00 Period,T(sec) • Period,T(sec) 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 Icndwledge. http://geohR72rds.usgs.govidesignmaps/us/summary.phOtemplate=rninimal&latitude=45.4... 1/29/2014 CIDA Mechanical unit Attachment cdg TEL:(503)226-1285 GAARDE PACIFIC HVAC 1/29/2014 FAX:(503)226 1670 1400—.01 MECHANICAL UNIT ATTACHMENT-LATERAL FORCES New RTU Wp:= 3201b Weight of unit WW:= 701b Weight of curb WW:= Wp+We WI=390 lb L:=48in Length wm:= 33.5in Width of unit w := 28.7Sin Width of base hm:= 31-in Height of unit h,:= 14-in Height of curb/base hmc= hm+ h, hmc=45 in Total height of unit on curb SEISMIC PARTS AND PORTIONS (Tigard, OR 97224) Mapped S,:= 0.928 site class= D Adjusted Maximum Sras:=Fa S, Fa:= 1.1282 gm,= 1.05 Design 2 Sos= •S„� SDS=0.698 h:=20ft Ip:= 1.0 ap:= 2.5 Rp:= 6 z:= h Air side HVAC component 0.4 -SDS• z Rp 1 +2•hl Wp Fp,,,,rt= 111.681b 0.7•Fpm,ir=78.17 lb seismic JJ on unit 0.4 SDS- zl Fp:= Rp �• 1 +2•h l•Wc Fp=136.11 lb 0.7-Fp=95.27 lb Total seismic WIND LOAD: BASED ON 2009 IBC/2010 OSSC Vas 95 Exposure B := 1.0 Kd:= 0.85 Kh:= 0.7 G:= 0.85 Ks:= 1.0 Cf:= 13 qZ:=0.00256•Kh.Kelci.1,„•V3s2•psf F:= G•Cf 6.1,,,, F=15.19 psf Pwind,m;i:=F L hm P,,,,md unit=156.97 lb Total wind on unit Pwind:=F•L•h Pwind=227.85 lb Total wind Controls over seismic Eladcadd1141000-2014 mechanical unit projects\Gaarde Pacific HVAC IateralMECH.mcd ha) CIDA Mechanical unit Attachment cdg TEL: (503)225-1285 GAARDE PACIFIC HVAC 1/2912014 FAX:(503)226 1670 1400–_01 OVERTURNING- LC#7 0.6D+1.0W Overturning at base of unit from Wind hm Mot Pwind_unit'2 Mot=202.75 lb ft Mms:= W we M =383.33 lb ft M— p = 1.89 2 M� Mot–0.6-Mm) Fup:_ We F =-1 I.371b <0 no uplift Design attachment of unit to curb for 1571b sliding and Olb uplift-18aa curb Try(1)6"long 18ga clip ea she wl(4)Screws to unit and(4)#10 screws to curb Pwind Vdip:= 2 \Tallow clip 471lb Fup=-11.37 lb Vd;p= 113.9316 Per Clip Pwind unit=156.97 lb U Vdip U=024 Use minimum of(1)18ga clip ea. side \Tallow—dip LC it 7 0.6D+1.0W Overturning at base of curb from wind hmc Mot== Pwind' 2 Mot=427.23 lb ft M :=Wt•we M�=467.19 lb ft Mot = 1.09 2 _ Mot–0.6•Mj F"p we Fup=61.321b ATTACHMENT Design attachment for 2281b sliding and 52Ib uplift at curb to roof connection. 18ga curb Try#10screws WI2"EMBEDat24" O.C. Taw:= 1171b Yaw:= 1191b Fup=61321b Per Screw Per Screw pwind=227.85 lb Pw Fup U:-. + U=0.581 Use#10 screws at 24"o.c. 6•Vailo, 2Tauw E:ladcadd1141000-2014 mechanical unit projects\Gaarde Pacific HVAC MateralMECH.mcd �, z``r 15895 SW 72ND AVENUE.SUITE 200 : PORTLAND.OREGON 97224 .c : TEL.:503.226.1285 FAX:503.226.1670 0 t rIfS� E-MAIL:info@cidainccom NI iihtt Paoiecr NAnE: PROJ.No. SHEET if V TinE: Br DATE: i I I I I I I E I op . fs ?f/r;41- I G /`7,'' I 634-T— ' ° ` I _r iI 4 i I Pr-r'ri4 ids' /1°° "`g '�' I I i (f) I I ; I E P v i I I F I . ff I , E I I 1 i , I I _ •� 1 ,� I 1 140 tih I I ,y f I 'I [ I 1-7---` �. 1 1 � 1 I I I I I _ i 1 I I # } r i' PrkiI -f i I f l if 3/,t ( k I I ' I I : I iI I rf�- I I I I I I i ► i { n,i- 3,y) lu I I i I i ! y tii.s $351,1; I - - I -1, -i 3. Z i I I �; ' ' ki-edPysit rk( sf 51 .61t I 1� s � � mat r ck � /1 I I i i I i f _ ji � j � _ _ I ; .i i ' I II ' j ( { I . I I I � I I i , , ... . _ . Ii - I I I I I I , 11 I ' 1 . I 1 1 'i•PRO • • l` • ,w 45: joyOr . � .4, OREGON 9/ !S D. GPC'. IEXPIRES: 6/30/15 (E) 32" WOOD TRUSSES AT 48" O.C. _ — — ICI. - — — — — NEW 390LB MAX. WT UNIT INCLUDING CURB TO ` REPLACE (E) UNIT RI i FRAMING @ RTU SK 1/4° = 1'-0° DRAWING 1rnF:MECH. UNIT ANCHORAGE DRAWING: PROJECT: , =--: GAARDE PACIFIC HVAC An.,,ECrun 15895 SW 72N0 AVE SUITE 200 PORTLAND, OREGON 97224 Ew,+wEEx+wG 1"15 PACIFIC HN'Y w K iL�MwIMt TIGARD, OR 97224 `J ,.„,,„, TEL : 503 . 228 . 1 285 LAwDSCAPE F A X : 5 0 3 . 2 2 6 . 1 6 7 0 JOB: 1400--.01 DATE: 01.29.2014 © 2014 E]� ING ALL marts mow) cs" pPROl l i e REGON CG ��0, 13+ Z� �Q 'Q'/ D GPs 'EXPIRES: 6/30/15 I (4) #10x1/2" LONG TEK SCREWS PER MECH UNIT BY OTHERS CLIP AT BASE OF HVAC UNIT AND AT CURB CAULKING (1) 16GAx6"CUP AT - EA. SIDE OF UNIT STANDARD 14" I METAL CURB PER !ti, RIGID INSULATION I+ UNIT SUPPLIER (18GA MIN) #10x2 1/2" SCREWS FLASHING AT 24" O.C. IPJ tVt REMOVE ROOF SHEATHING AS •EQ'D /x6 : OCKING UP::.W/:U46 ACE MOUNT HANGERS 0 MECHANICAL UNIT ATTACHMENT 1" = 1'-0" Q P:-. DRAWING TITLE:MECH. UNIT ANCHORAGE DRAWING: PROJECT: OGAARDE PACIFIC I•IVAC ARCNaECTOaE 15895 SW 72ND AVE SUITE 200 In VENGINEERING PORTLAND, OREGON 97224 13815 SW PACIFIC HWY K PLANNING TIGARD, DR 97224 S`J INTERIORS TEL : 5,0 3 . 2 2 6 . 1 2 6 5 IANOSC.PE FAX : 503 . 226 . 1 670 , JOB: 1400--.01 DATE: 01.29.2014 ® 2014 CITl.INC.ALL RIGHTS RESERVED • 4 AMERICAN HEATING: RTU TO CURB ATTACHMENT STRUCTURAL CALCULATIONS CARRIER MECHANICAL UNIT TO CURB ATTACHMENT CLIPS CARRIER PACKAGE UNITS 3 to 12.5 ton units 48TC 04-014 3 to 12.5 ton units 48TF 04-014 3 to 12.5 ton units 48HJ 04-014 3 to 12.5 ton units 48PG 04-014 3 to 12.5 ton units SOPG 04-014 MECHANICAL UNIT CALCULATIONS M1-M5 SKETCH 1/CL (7 PAGES TOTAL INCLUDING COVER SHEET) June 28, 2013 PROJECT NUMBER: 130054.01 0 Drt. e• ,, / 142073 Allv OREGON 9- (J1 L ' 0 01" .n..HITEC TURE 3 a SIGNAL r?),. 13, ENGINEERING D C}Ifi"' PLANNING / INTERIORS EXPIRES: / LANDSCAPE 15895 SW 72ND AvE SUITE 200 PORTLAND,OR 97224 PHONE:503.226.1285 FAx:503.226.1670 INFO@CIDAINC.COM VWVW.CIDAINC.COM I CIDA Mechanical unit Attachment Standard cdg TEL: (503)226-1285 Clips 6/28/2013 FAX: (503)226 1670 MECHANICAL UNIT ATTACHMENT-LATERAL FORCES Carrier Units TC (3 ton to 6 ton) SEISMIC PARTS AND PORTIONS Portland, OR 97227 Mapped Adjusted Maximum Ss:= 1.043 site class= D Fa:= 1.08 Sms Fa.S, Sms= 1.13 BEAVERTON,OR 97005 (WASHINGTON COUNTY) Mapped Adjusted Maximum Ss:= 1.076 site class= D Fa:= 1.07 Sms Fa Ss Sms = 1.15 Controls Longview,WA 98632 Mapped Adjusted Maximum Ss:= 1.016 site class= D Fa:= 1.09 Sms Fa Ss Sms = 1.11 Vancouver,WA 98665 Mapped Adjusted Maximum Ss:= 1.016 site class= D Fa:= 1.09 Sms Fa.Ss Sms = 1.11 Design Sms:= 1.15 2 SDS —3•Sms Sim =0.767 h:= 30ft 1p:= 1.0 aP:= 2.5 RP:= 6 z:= h roof mounted air side HVAC component 0.4.a •SDS•i P Fp:= R 1 + 2• WPma‘ Fp=0.38 WPmas WIND LOAD: BASED ON 2009 IBC/ASCE 7-05 Vas:= 110 Exposure B Vancouver WA controls wind design 1„.:= 1.0 Kd:= 0.85 Kh:= 0.7 G:= 0.85 Kz,:= 1.0 Cr:= 1.3 qz:= 0.00256•Kh•Kn Kd•l„.V3sz•psf F:= G•Cf•gZ I„ F=20.37 psf E:\adcadd11312013 mechanical unit projects10054.01 American Heating standards\clips\lateralMECH carrier clips.mcd • I'1 CIDA Mechanical unit Attachment Standard cdg TEL: (503)226-1285 Clips 6/28/2013 FAX: (503)226 1670 SAMPLE CALC 6 TON UNIT 48TC—07 Wp:= 652Ib Min weight of unit (6 ton w/o accesories) L:= 74.375in Length wm:= 44in Width of unit we:= wm—4in Width of base hm:= 41.375•in Height of unit Fp=249.721b 0.7•Fp= 174.81b wind F L hm Pwiod=435.91b Controls over seismic OVERTURNING- LC#7 0.6D+W Overturning at base of unit from wind hm Mot P.vind'2 Mot=751.55 lb ft wm—4in Mres Mres:= Wp Mres= 1086.67 lb ft — = 1.45 2 Mot _ (Mot—0.6•M1 ) Fupv. we Fupv=29.871b ATTACHMENT Design attachment for 4361b sliding and 30Ib uplift at unit to curb connection Vaiiow 4711b Allowable shear per clip P.vind Vcitp 2 uclip=218 lb Vailow OK Use(1)clips per side min. E:\adcadd11312013 mechanical unit projects\0054.01 American Heating standards\dips\iateralMECH carrier clips.mcd / Y[l Carrier packaged units 3 to 6 ton units 48TC--04 through 48TC--07 3 to 6 ton units 48HJ--04 through 48HJ--07 3 to 6 ton units 48TF--04 through 48TF--07 Fp=0.38'weight Wind=20.4psf accessories Unit size weight(Ib) (Ib) length width height 0.7Fp P_wind 3 ton 460 0 74.375 44 33.375 123.3 351.7 4 ton 470 0 74.375 44 33.375 126.0 351.7 5 ton 490 0 74.375 44 33.375 131.4 351.7 6 ton _ 635_ 0 74.375 44 41.375 170.2 435.9 LC #7 0.6D+Wmin Unit Mot (ft-lb) Mres (ft-lb) F.S. TFup (Ib) 3 ton 489.0 766.7 1.6 8.7 4 ton 489.0 783.3 1.6 5.7 5 ton 489.0 816.7 1.7 -0.3 <0 No uplift 6 ton 751.6 1058.3 1.4 35.0 2 to 6 ton units 48PG--04 through 48PG--07 2 to 6 ton units 50PG--04 through 50PG--07 accessories Unit size weight (Ib) (Ib) length width height 0.7Fp P_wind 2 ton 704 0 90 53 44 188.7 561.0. 3 ton 704 0 90 53 44 188.7 561.0 4 ton 775 0 90 53 44 207.8 561.0 5 ton 829 0 90 53 44 222.3 561.0 6 ton 874 0_ 90 53 44 234.3 561.0, LC#7 0.6D+Wmin _ Unit Mot(ft-lb) Mres (ft-lb) F.S. Fup (Ib) 2 ton 1028.5 1437.3 1.4 40.7 3 ton 1028.5 1437.3 1.4 40.7 4 ton 1028.5 1582.3 1.5 19.4 5 ton 1028.5 1692.5 1.6 3.2 6 ton 1028.5 1784.4 1.7 -10.3 <0 No uplift Worst case clip design V=561 lb T=Olb Wind controls for 6 ton unit Consider(2) clips in shear and (1) clip in tension 16ga x 6" long clips 4"tall Vallow=471 Ib Maximum allowable shear per clip Vclip=V/2 =281 lb<471 lb OK Use (1) clip per side 0 yy1,, Carrier packaged units 7.5 to 12.5 ton units 48HJ--08 through 48HJ--014 7.5 to 12.5 ton units 48TF--08 through 481F--014 7.5 to 12.5 ton units 48TC--08 through 48TC--014 Fp=0.38`weight Wind=20.4psf accessories Unit size weight (Ib) (Ib) length width height 0.7Fp P wind 7.5ton 870 0 87 57 50 231 616 8.5ton 1015 0 87 57 50 270 616 10ton 1035 0 87 57 50 275 616 12.5ton 1050 0 87 57 50 279 616 LC#7 0.6D+Wmin Unit Mot (ft-Ib) Mres (ft-Ib) F.S. Fup (Ib) 7.5ton 1283.9 1921.3 1.5 29.7 8.5ton 1283.9 2241.5 1.7 -13.8 <0 No uplift 10ton 1283.9 2285.6 1.8 -19.8 <0 No uplift 12.5ton 1283.9 2318.8 1.8 -24.3 <0 No uplift 7.5 to 12.5 ton units 48PG--08 through 48PG--014 7.5 to 12.5 ton units 50PG--08 through 50PG--014 accessories Unit size weight (Ib) (Ib) length width height 0.7Fp P_wind 7.5ton 1098 0 104 63 52 292 766 8.5ton 1105 0 104 63 52 294 766 10ton 1119 0 104 63 52 298 766 12.5ton 1310 0 104 63 52 348 766 LC#7 0.6D+Wmin _ Unit Mot (ft-lb) Mres (ft-lb) F.S. Fup (Ib) 7.5ton 1660.0 2699.3 1.6 8.2 8.5ton 1660.0 2716.5 1.6 6.1 10ton 1660.0 2750.9 1.7 1.9 12.5ton 1660.0 3220.4 1.9 -55.4 <0 No uplift Worst case clip design V=766lb T=Olb Consider(2) clips in shear and (1)clips in tension 16ga x 6" long clips 4"tall Vallow=471 lb Maximum allowable shear per clip Vclip=V/2 =383Ib <471 lb OK Use (1) clip per side 1445 SW BARBUR BLVD., SUITE 200 PROJECT NAME: PRO,. No. SHEET PORTLAND, OREGON 97239 TEL: 503.226.1285 FAX: 503.226.1670 TrriE: By: DATE: E-MAIL: info@cidainc.com _ I I h -I- I I i 1.111111111111 III j___ I /14/7- i z /4 I e : I C 7.° I 1t4" 6 Y)//:1 PT-ie 41112 _ ___. I 1 ' 1 I 44 Ell L -- _ L J__ __L I-- MI= V1 - 1 i A. 1 - L i I Ii IIII r IIII --7..-- - 41, - 7 , , f-4- c ,75-if- ' -1'51') H_ J 14111111di _] -42, =7i/17r )21f ill i----T:_ ,,gy,,,, I --P, I 11111PrOlir `11- III 1 2 4_4. „ . ilill 11111111111111r IF ' I I __- or6 * 1- II= St im 1 I r 1 I •1 I : 1 — I---F--1------1 —Al t/ , W 3. 175).„) i I I -44-1t'l 1 L-± _2:.---. i ' _. -1 , .., - 9 9- I '. 1.-49-- - 1 1 1 1 L 1 I I 1 1 ----1 i 2 I 1 1 1 I 1 1 H 1.-- /..-4° 7 A r r I i i [ i , oc..--j i•i, 1___L_ .1 1 .._i - 1 1 I - 1 i • H _ ___ ___1: - • i'6‘ -I I _ :.• if K i i , . 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GPC' EXPIRES: 6/30/15 48TC--04 TO 48TC--014 48TF--04 TO 48TF--014 48HJ--04 TO 48HJ--014 48PG--04 TO 48PG--014 50PG--04 TO 50PG--014 3 TO 12.5 TON CARRIER UNITS UNIT BASE RAIL 1V (4)(4) 10x1/2 LONG TEK #10x1/2' LONG TEK 1IX SCREWS TO UNIT SCREWS TO CURB 16GAx6'CLIP AT EA. SIDE OF UNIT I 1 0 (4) TOTAL / 0 METAL CURB PER 4 UNIT SUPPLIER (16GA MIN) 0 ATTACHMENT TO ROOF BY OTHERS - _� 0 tf n 6 0 CL UN IT TO CURB ATTACHMENT 3" = 1'-0° CARRIER STANDARD CLIPS % DRAWING Traz:RTU TO CURB ATTACHMENT DRAWING: O ARC PROJECT: NRECNRC 15895 SW 72ND AVE SUITE 200 AMERICAN HEATING STANDARD DETAIL 11 ENGINEERING PORTLAND, OREGON 9 7 2 2 4 CARRIER UNITS A(v'L PLANNING INTERIORS TEL : 5 0 3 . 2 2 6 . 1 2 8 5 LANDSCAPE F A X : 5 0 3 . 2 2 6 . 1 6 7 0 , JOB: 130054.01 DATE:06.28.2013 . © 2013 DOA C.ALL RxxlTS 111:F32V1D Base unit dimensions RE �.��e�'..• 48SS018-042 WITHOUT OYCIONAL BASE RAIL i - }� 4 13/16 431,/16" `CONCOIL 4 2014 (CM (122.2) (t 108.8) a A t # TIGARD I (A � G ' -�f1 ; l!i 'i!I'!iu!1 11 ? . P VISION 12 5/16- (312.7) • . _ ` `�_--_--__/ yr EVAP COIL ~ 1 =!1!!1!i ll!1!!!!!!!1!N!III!!II!!!!!!!II!l' AIR IOPENI�TERN e_ i BLOWER ACCESS BURNER AND CONTROL BOX Q, / Og- PANEL RIGHT SIDE VIEW ACCESS PANEL CG/ // I I 49 9/16" / 7,3' I RETURN (1259.3) // (185) I An / 14 7/15" / I 8 (365.9) I REQ'D CLEARANCES FOR SERVICING.in.(mm) LI I (21313) I 1I Dud panel 0 r I L(52.67 Du top 36(91 0 1 Side opposite ducts 36(914) 1 Compressor access 36(914) • SUPPLY 10 9/16" (Except for NEC requirements) I I (268'9) REQ'D CLEARANCES TO COMBUSTIBLE MAIL.in.(mm) ■'\\ Maximum extension of overhangs 48(1219) A- ] [-CI L1 13/16• Unit top 14(356) I 4.-1 11/16" (46.2) Duct side of unit 2(51) 8 1/4"--(209. Side opposite ducts 14(356) Q09.6> 1 15/16" 1(281/4)" Bottom of unit 0 (49.2) Flue panel 36(914) Y -17 1/16" I (433.9) NEC REQ'D CLEARANCES.in.(mm) `-OPTIONAL SUPPLY Between units,control box side 42(1067) AIR OPENING Unit and ungrounded surfaces,control box side 36(914) Unit and block or concrete walls and other grounded surfaces,control box side 42(1067) 0 7/13 (22.23) 1 1/4" (31.75) ALTERNATE LV ENTRY /ALTERNATE POWER ENTRY COMPRESSOR ACCESS PANEL 7/8' (22.2) DIA. 1 1/8' (28.6) DIA. EVAP COIL ACCESS CONTROL ENTRY POWER ENTRY FLUE HOOD 'I IB 1/16' \tII ___ ._•� a'I. (90.5) ___ __-- (258.8) 8" _ __ 1 5/8" (41.3) DIA. 2 5/I6r •`l1 1/4,� - GAS_ENTRY (58.0) 11 1/2" J 3/4' NPT OUTLET 1/2 - 14 NPT (37.8) DRAIN OUTLET GAS CONNECTION 1 96) (292.1) I [29.67 10" 12 13/16" 1 7/16• Ir �2 3/16" FLUE PANEL (253.8) (325.4) (36.3) (55.6) REAR VIEW LEFT SIDE VIEW FRONT VIEW ELECTRICAL UNIT WEIGHT CORNER WEIGHT UNIT HEIGHT UNIT CHARACTERISTICS (lb/k9) (inJmm) lb kg A B C D E 4855180040 208230-1-60 272 123 81/37 6228 76/35 53/24 24.1/613 4855024040 208230-1-60 303 138 97/44 4320 123/56 40/18 24.1/613 4886024060 208/230-1-60 315 143 100/45 46721 126/57 43/20 24.1/613 4885030040 208230-1-60,208230-3-660 - 320 145 100/45 47/21 126/57 4721 24.1/613 4855030060/080 208/230-1-60,208/230-3-60 324 147 94/43 6329 115/52 52/24 24.1/613 • 4855036060/080 208230-1.60,208230-3-60,460-3.60 336 153 86/39 76/35 111/50 63/29 24.1/613 4855036100/120 208/230-1-60,208230-3-60,460-3-60 348 158 89/40 79/36 114/52 66/30 24.1/613 4855042060/080 208230-1-60,208230-3-60,460-3-60 375 170 95/43 86/39 - 119/54 75/34 28.1/714 4855042100/120 208230-1-60,208/230-3-60,460-3-60 - 387 176 98/45 89/40 122/55 78/35 28.1/714 UNIT F G CENTER OF GRAVITY inJmm inJmm in./mm X Y Z LEGEND 4855018040 25.07/637 20.59/523 CG - Center of Gravity MAT'L - Material 4855024040 27.07/688 . 23.35/593 COND - Condenser NEC - National Electrical Code 4865024060 26.98/685 2327/591 LV - Low Voltage REQ'D - Required 4855030040 1694x/420.7 1814,x/481.0 26.71/678 23.46/596 10.85/276 NOTES: 4855030060/080 27.15/689 22.36/568 1. Clearances must be maintained to prevent recirculation of air. 48SS036060/080 27.50/698 2248/571 from outdoor-fan discharge. 4855036100/120 27.40/696 22.44/570 2. Adequate clearance around air openings into combustion cham- 48SS042060/080 27.01/686 22.44/570 her must be provided. 20'14s/522.3 x/,4522.3 22'3/45/582.6 12.7/321 26.94/684 22.44/570 8 Certified Drawing for 3T Project: -Untitled1 A' 01/24/2014 Prepared By: Cassie Kuwahara 1- 12:20PM auk UNITED P.O.101 1111 1111 10 80(1?IY IN[rug"cu{Il COIr01A710Y 8 IA1101 O[7606[104/146[II 5(N[014 TECNNOl061(S I11ACU{1,II AY1 It 1LTILLAlO 00011 11[[[r1[[[2,1,11,...11/ 1 101 IOU ID1 cpllll/l[NYI 011uMW[1 68 �I�I�� CARRIER 1[111 001201rt nll 01111 01x81610 01 U[nu 6CIIILICL V 10111801, COIPO/Ai10Y•{YIII IY 800![/1. UNIT ELECTRICAL UNIT ST. UNIT HEIGHT INlMN CENTER OF 06040170 IN/NM CNAAACT[A]tTICO II KG 'A' Y Y 2 40031-/41A241040/010130 200/230.1-60 304 131.1 40-118 1011 22.13!16 516.4 15-5/16 380.0 15.11111 318.5 9-15/16 it-f 116 !•15/ti /8E51-/NIA301040/060113/510 201/230.1, 2011130-3-10 301 140,6 42-1!1 1070 22.13/16 578.4 15.5/16 311.1 15.13111 411.6 1252.41 1547.11 1252.41 48051-/181431101010101131511 2081230.1, 2081230-3-60 311 144.2 46.1/8 1112 22.13/16 571.4 15•5/11 381.8 16-5/1 422.3 3-7/11- /IESI-1810381010/010111 460-3-60 333 150.! 16.1/8 L 1112 22.13116 511.4 15.5/16 311.0 16-5/1 422.3 101.31 j CORNER WEIGHT 18111 UNITS VOLTAGE 601071®CSIARAICRS 70 CCIlNTRE NAIL 7.311 El A(TU10 SUPPLY '1• •2' '3' '1• INCHES )NMI 16[51-/YIA21101010{0170 216/230 45.6 20.7 60.0 27.6 11.1 41.4 106.3 46.3 TOP O(UNIT 14 1335.17 111.1) --_ - 40051-/110301010/060113/5)0 206/230 46.3 21.0 11.8 28.0.12.6 42.1 108.1 40.1 DUCT SIDE OF UNIT 2 150.11 _----- - _--- / SIOC OPPOi l7[IUCTS 14 1755.67 �` •. ` 480S1•14103612801580113i515 201/230 42.8 21.1 83.1 28.9 13.1 43.4 1)1.1 50.6 801104 Of UNIT 0 10.01 / 48151-/8IA3110101010)10 460 11.8 21.1 13.1 21.1104.141.5 11(.6 50.6 0130 P00(1 36 1114.41 RETURN Al //T�\\\1, OPTIONAL RETURN NEC.WOWED=ARAM 15-15/16 I All \ AIR INCHES IMM7 1101,11 OPFYIMO� �/, - \ \'j\1PCYt YG NOTE, ALL TABLE DATA'ELEGANT MI All FACTORY INSTALLED 8(10(06 OMITS PO'ICI ENTRY[IDC 42 110(1.11 l 7 >♦�\ 1 301108*EXCEPT CCOMOYI2E1 UNIT AND UNGOAUNDCD SURFACES, 00W(6 EN112 SID( 31 1114.11 mrrurrllrrulr[.P A 1a� 1,au, 1 UNIT AND BLOCK OR CONCRETE 08 t!ALES AND OINU 1!1{ 1 1119 Ai'qp IIIIP 6AOUMOED SURFACES, POWER DIRT SIDE 4?11010.81•_ ∎:-',:;L� • //gill/.;,, �6:b� 81178001 COIL 7,.:K.' j 2, •:! OPERATIC* KWIC INCHES IMN7 �• ���\�- _ - [YAP. COIL ACCESS*100 36 1114.01 Y' ;�i 1r �, PO0(5 EYTIY SIDE 42 11061.81 ��V- '� l(YCEPT FOR NEC IEDUIIEME0751 } UNIT TOP 11 11211.23 4 "'�' © -6 DUCT OPPOSITE DUCTS 12 1314.17 DUCT PANEL 12(314.611 1152.11 108004 COIL MINIMUM DISTANCES:1r UM1T 15 PLACED LESS 1HAN 12 1314,01 FROM WALL TOP VIEW 1110001 COIL 015100,18(8 SYSTEM 0(1(OAMAMCI 10471E(08108 1400. DIMENSIONS IN II ARE IN MM * 31-7116 41 ..-4.112 1116.51 123.111 - 11113.11 1114.31 • 1-111. 121.11 110. N.O. 111110111111111 ,. POIICA[0110 I'llll"I"" S. ! -- 1/1'122.21 ILA. HOLE �' 1 � i COYTAOI(WIRY 1 J .A. 1123.61 jI 1 (']_ • ( CG T D T I ,1 =1.7 15.716 WIT _ . DDUCTAM . 1I I _-- 1103.2) OPENING OP(1188 11-15111 3.3/8 A:::31:51 "2" ISOi./1113l15111 I`, I-(/2.11 A 10.3/11 1251.17 ■ 9I 1 10' IC( 1 f 1 0 � �� r�OI 1iiii1 1(00 ( I = O0I DRAIN OUTLET J I COMPR(SS0 LOWER 3)4' 119.01 N.P.I. - 12.13111 --- PANEL 1-13/11 , 112' 11t.711.P,T, A 7/1' 122.01 DEEP 1325.4] .S' PANEL ELECTRICAL 145.01 045(8111 3-7/16 ACCESS/ANC1 187.11 A' 32.5/1 - 18-3/11 2.1111 3/16 1026.11 11221.01 152.11 11,11 -- 1.1/1 �-11.5/1-.- 1.1/1 -- 4.13711 1250.17 1511.51 1250.11 LEFT SIDE VIEW FRONT VIEW 1122.21 RIGHT SIDE VIEW REAR VIEW 1471 OIMLKL601 14V 01/24/09 - SINGLE ZONE ELECTRIC COOLING 11TH GAS REHEAT (SMI 48ES500214 3.0 Packaged Rooftop Builder 1.39e Page 2 of 5