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Specifications (7) 6,„ 0 697)2-1/ • RECEIVED NOV 3 2015 STRUCTURAL CALCULATIONR o NR°G DIVISION FOR STATE TREASURY OREGON SU Y 9560 SW NIMBUS AVE BEAVERTON, OR 97008 -- ROOF MECHANICAL UNITS -- to PROFF vk GI Ne sf/o 1 87 iot, ' ORES•N v0 ✓4'4 15, '90� yN \ . NORO- EXPIRES:12/31/16 Contents Summary Si Details A-E D1 -D5 Gravity Calculations G1 -G3 Lateral Calculations Ll -L2 Contact Person: John E Nordling,PE Enclosures El -E5 NORDLING Proj. No.: 15-389 OREGON STATE TREASURY STRUCTURAL ROOF MECH UNITS ENGINEERS, LLC PAC TRUST 6775 SW 111th.Suite 200•Beaverton OR,97008 Date: OCT 2015 By: JEN Sheet No.: COVER SUMMARY 2014 Oregon Structural Specialty Code Wind 120 MPH (3 sec gust, Val-) Exp B Seismic Occupancy Catagory II Site Class - Selsimic Design Catagory - D Ss = 0.9'15 Si = 0.425 CJ'Ps = 0.122 5Di = 0.446 There are two new roof mounted mechanical units. TRANE - RTU-1 LENNOX - RTU-13 'YSC048+' 'KGA090+' weight 563 lbs weight 911 lbs length 69' length 98' width 44' width 41' height 36' height 43' 4x8 DIRECTLY UNDER CURB, WITH SIMPSON 'U46' EACH END. C 4x6 DIRECTLY UNDER CURB, WITH SIMPSON 'U46' EACH END. RE-SUPPORT (E) 2x PURLINS W/ SIMPSON 'LUS24' WHERE REQUIRED. REINFORCE (E) 4x16 W/ A NEW 2x12 ONE SIDE. SEE DETAIL (D). AT GL BEAM, PROVIDE SIMPSON 'L10' ANGLE. NORDLING Proj. No.: 15-389 OREGON STATE TREASURY STRUCTURAL ROOF MECH UNITS ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR.97008 Date: OCT 2015 By: JEN Sheet No.: S1 0 0 0 0 0 0 0 0 0 0 0 0 0 0r___________---_—_ — I I I I I I 1 ------i-=_ [ __ __,,, e ///' 1 I --- I -- 1 -_ , -- 1 -- II �__ I , 1 I 1 - 1 0 „'/ -- I I -r- xIRTU-13 ii (% I I. — 1 — - 1 ( _ H -H __ 7 \.0 1 . , , __ , , ri RTU-] ___i__._--J---_--I--___ I �� 1I I -- -- -- -- -- �., r_____, f__-I _ 1 _ , _ 1 I , _ I I �__ __ __-1 , ___I_______ 1 I ----:1 0 1:_______ t____ , __ __ __I�---F--__ I I I 1 -- __�I I\`. ---1- I -- I 1 / \� ` -II II- ; I ; i/ IIII IRED PROFFsj,. ' 187 46OREGON / ROOF FRAMING FLAN ✓QLA'`<Y 75 6-. NORM I EXPIRES: 12/31/16 NORDLING Proj. No.: 15-389 ' STRUCTURAL OREGON STATE TREASURY ROOF MECH UNITS ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: OCT 2015 By: JEN Sheet No.: D1 I I I1 11 11 II I1 — ri —I 4— — — -__11 — ---- LL 4x16 DF-L "I L - -- Tr I-I-- -- - 1-F ii C-- i1 1 i1 C., j ii .I ii R RTU-1 11 II 11 11 C) ii Ii 11 II H� ii ii ii l II I 1 — —LL41(16 DF-L "I _LL----- - I I — — .11 <0 PROt,, 12,1 ' r I "R O 5. / ROOFD TAIL `oy� F. ' NORO`' I EXPIRES:12/31/16 I NORDLING Proj. No.: 15-389 °' STRUCTURAL OREGON STATE TREASURY ROOF MECH UNITS I I‘ kG k I ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200.Beaverton OR,97008 Date: OCT 2015 By:JEN Sheet No.: D2 I ( I I I I t I 12 II II I — II MIN I I —_ 4x10 DF-L "I III 11 I '. I 1 I � II II I 1 1 1 I I 1 ( I II 1 I I I 1 1 I (E) WALL RTU-13• I II II 3 II 1 1 (.4xi I II I I I mei n � l -@1 II I , II I II ii ii II 1 l ; 1 I I I II II I 1 1 I i I , it 11 II ! i i I I I I i I ! ii I I I I I I 1 II I I II I 11 II ii ii I I 1 II 1 . I II 1 ii ii it . 1 I 1 ii I I I 1 1 I II I I II II 11 1 I 1 I I 1 I I 4xlro I - ------ ------ - ----- I I I I I II I I . I I I %Ike PROFFs 187 4 /= ` r. • •EGON / ROOF DETAIL "ptitiG`Y 15• ,90 I G ���G' / • NORM EXPIRES: 12/31/16 NORDLING Proj. No.: 15-389 STRUCTURAL OREGON STATE TREASURY ROOF MECH UNITS ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: OCT 2015 By: JEN Sheet No.: D3 rMECHANICAL UNIT f--MECHANICAL UNIT UNIT BASE RAIL -0`''_•---*12 x 3/4' SCREW • S' x8' x16ga STRAP, ONE EACH SIDE / X12 x 3' SCREW SELF TAPPING SCREW ru J....1'''`j S p== 412 WOOD SCREWS 612' o/c, TYP U.N.O. " CURBFLASHING 4 ROOFING BY OTHERS Q - ---LEVELING CURB (AS REQ'D) 111111111/1/1" u Elfl 1 CURB —(E) GL GIRDER MIBLOCK SOLID LIJ _ 0 \5,�0.D PRO,843,o/� / s 12,187 1 / Y l di r JREGON VO ✓G4y 15, 19 AP 1 ID DETAIL yti F. NORO EXPIRES: 12/31/16 NORDLING Proj. No.: 15-389 STRUCTURAL OREGON STATE TREASURY ROOF MECH UNITS \ ,' ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: OCT 2015 By: JEN Sheet No.: D4 r MECHANICAL UNIT Th u .' CURB-' T _i, ..-.__.... .-X _.. . . j 1 1 ., -------------------------------------- - -(E) GL. GIRDER L SEE sFOR ADDITIONAL INFORMATION --- ',.;' � (E) 2x4 624'NEW 2x12 UJ/ TWO ROWS 1/414) x 4' SIMPSON 'SDS' SCREWS 612' o/c ISI ,:-.....— "—(E) x16 C1 501) PROFF1 . / f4-4 12,18 't - I le OREGON 1 A DETAILV'4,4, 15, 19�A c--- / ., YY F. NOVO 1 EXPIRES:12/31 /16 NORDLING Proj. No.: 15-389 STRUCTURAL OREGON STATE TREASURY ROOF MECH UNITS ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: OCT 2015 By:JEN Sheet No.: D5 1 T 1 ' �T—" I 01 i7,1 0170 mil m wl wl 10 1 ja I RTU-7 ill Iin�' I N 4x16 DF-L 01 --------------- -------- 2.81 O I 1 , 1 1 y 24.0' 1 I I • FYI , I i n1 V 0 �' 4x16 DF-L 01 01 ' RTU-13 1 1 CO O 0 1 1 d lee' I 11 23.6' t NORDLING Proj. No.: 15-389 STRUCTURAL OREGON STATE TREASURY '‘ 6, ' ROOF MECH UNITS ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: OCT 2015 By: JEN Sheet No.: G1 -4 CURB SUPPORT 8 CURB SUPPORT 0 CURB SUPPORT PSF PSF PSF PSF PSF PSF DL LL TW DL LL TW DL LL TW 10 25 3'-0' 10 25 4'-0' 10 25 12' ROOFING 2.0 per SHEATHING LS psf INSUL L per CEILING 22 per PDL 137 lbs BEAM B MISC 25 per LL 541 lbs IC per PM 615 Ibe MECH UNIT +CURB PM 1,050 lbs MECH UNIT +CURB WM 66 plr WM 69 plf 615 lbs /(5.1' • 2) 1050 lbs /1T.6' • 2) P W i i iM l l) h i l l i t W W W 111111 111111 111111 111111 11111 M1111111111111 A A A A AA i; m E3'-01i '"0� I1.6' Ig'-0' 4x8 DF-L No.2 4x8 DF-L No.2 4x8 DF-L No.2 R1 R2 R1 R2 R1 R2 R DL 144 144 R DL 137 137 RDL 219 206 LL 529 407 LL 547 547_ LL 601 546 TL 673 551 T1. 684 684 Tt. 820 752 brgL 0.31" 0.25" brgL 0.31" 0.31" brgL 0.37" 0.34" ✓ MAX 673 lbs Self Wt V MAX 684 lbs Self Wt V MAX 820 lbs Self Wt M MAX 1,281 ft-lbs 6.03 plf M MAX 1,300 ft-lbs 6.03 plf M MAX 2,212 ft-lbs 6.03 plf ✓ (d) 566 lbs V (d) 575 lbs V (d) 753 lbs fv 33 < 207 psi fv 34 < 207 psi fv 45 < 207 psi fb 501 < 1,346 psi fb 509 < 1,346 psi fb 866 < 1,346 psi S1 S1 S1 A DL -0.02 A DL -0.02 A DL -0.03 A LL -0.06 A LL -0.06 A LL -0.09 L/+999 L/+999 L/+999 • ok ok ok A TL -0.08 A n. -0.08 A n. -0.13 L/+999 L/+999 L/754 CR 1.00 CL 1.00 CR 1.00 CL 1.00 CR 1.00 CL 1.00 CD 1.151 Cf 1.30 CD 1.15 Cf 1.30 CD 1.15 Cf 1.30 ------ --7- / NORDLING Proj. No.: 15-389 STRUCTURAL ROOF MECH UNITS OREGON STATE TREASURY ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: OCT 2015 By:JEN Sheet No.: G2 • ID •(E) 4x16 DF "1 0 CURB SUPPORT PSF PSF PSF PSF DL LL TIll DL LL TW S.6 25 S'-0' o/c 8.6 25 S'-0' o/c • ROOFING 2.0 per ROOFING 2.0 psf SHEATHING 1.8 per SHEATHING 1.8 pef INSUL 1.5 psf INSUL 1.5 psf CEILING 22 psf CEILING 22 per 2x6 024' o/c 1.1 per 2x6 024'o/c 1.1 pef Sb per Sb per MISC 3.4 psr MSC 3.4 psi. 12 par 12 per PM 232 lbs PM 1,050 lbs MECH UNIT +CURB 615 lbs • 5.5'/8O' = 454 lbs /sIde 464 lbs /2 = 232 lbs /corner UJm 69 or 1050 lbs/(lb' •2) P Wm w w 111111 X11111 111111 IIIIII A • A A A 14 I- 24'-0' 1 , 24'-0' 1 4x16 DF-L#1 (86) 4x16 DF-L#1 (86) R1 R2 R1 R2 RDL 826 826 R DL 826 826 LL 2,605 2,427 LL 2,841 2,483 TL 3,431 3,253 TL 3,667 3,309 brgL 1.57" 1.49" brgL 1.68" 1.51" V MAX 3,431 lbs V MAX 3,667 lbs M MAX 19,678 ft-lbs M MAX 20,359 ft-lbs V (d) 3,083 lbs V (d) 3,231 lbs fv 85 < 207 psi fv 89 < 207 psi fb 1,685 < 1,725 psi fb 1,721 < 1,725 psi S1 S1 A DL -0.26 A DL -0.26 A LL -0.78 A LL -0.82 L/367 L/350 ok ok A TL -1.05 A TL -1.09 • L/275 L/265 CR 1.001 CL 1.00 CR 1.00 CL 1.00 CD 1.151 Cf 1.00 CD 1.15 Cf 1.00 99% CAPACITY • NORDLING Proj. No.: 15-389 OREGON STATE TREASURY ir., , STRUCTURAL ROOF MECH UNITS J� ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: OCT 2015 By:JEN Sheet No.: G3 ASCE 7.10 Standard Roof Top Mech Unit Location 45°26'58.84"N Ss and S1=Mapped Spectral Acceleration Values 122°47' 15.93"W 9560 SW Nimbus Ave,Beaverton,OR 97008 Ground Motion Ss 0.975 Si 0.425 Occupancy Category II Site Coefficients Fa 1.11 Site Class D F 1.58 Importance Factor 1.00 Height of Structure 20.0 ft SMS Fa* Ss 1.082 SMI Fv * Si 0.669 Design Category (SDC) D SDS (2/3)SMS 0.722 SDI (2/3)SMI 0.446 Air Side HVAC Fp MIN= 0.3 SDS IP WP ap 2.50 TT Rp 6.00 = 0.216 WP ->* 0 0.152 �.4 ap •�JDS •I p Z\ FP MAX= 1.6 SDS IP WP Fp= 1+2 — •Wp Rp hi = 1.15 WP->* 0 0.808 z= 20.011 ASD FP= 0.36 WP->* 0.7 0.253 Eq= 0.286W+0.2 SDS W W :Weight of Unit z= 24.0 ft FP= 0.41 WP->* 0.7 0.286 ASCE 7.10 Wind Force Standard Roof Top Mech Unit Wind Speed : 120 mph Exposure : B Height of Structure 20'-0" assume Af<0.1 Bf::Force increase factor x= 1.9 qz: 23.24 psf kz: 0.70 Unit Weight 1,050 lbs Gust : 0.85 Ka: 0.90 Unit Height 43" Cf: 1.30 IC t : 1.00 Unit Length 98" x: 1.9 Unit Width 47" Curb Height 14" WP: 48.8 psf P: 857 lbs-ASD T= 857 lbs * (14" +43"/2)/47" - 0.6* 1,050 lbs/2 = 332 lbs Net Uplift NORDLING Proj. No.: 15-389 STRUCTURAL OREGON STATE TREASURY ROOF MECH UNITS ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: OCT 2015 By: JEN Sheet No.: L1 . YEQ �' 106 lbs W: 1050 lbs LI RTU-13 a Height 43" Weight 1,050 lbs Length 98" • Width 47" ` Curb 14" VEQ=0.286* 1,050 lbs+0.2*0.722* 1,050 lbs =301 lbs+106 lbs VEQ T=301 lbs*(14"+43"/2)/47" 301 Ibs + 106 lbs/2 - 0.6* 1,050 lbs/2 =-35 lbs [0 Net Uplift] C: 35 lbs V=301 lbs RTU-1 Height 36" Weight 675 lbs Length 69" Width 44" (4) STEEL BRACKETS W/ *12 SCREWS TO Curb 14" ROOF CURB 4 *12 SCREWS TO UNIT BASE VEQ= 0.286*675 lbs+0.2*0.722*675 lbs RAIL. -ok- = 193 lbs+68 lbs *12 e12' o/c SCREWS FROM CURB TO T= 193 lbs*(14"+36"/2)/44" FRAMING BELOW. -ok. + 68 lbs/2 -0.6*675 lbs/2 =-28 lbs [0 Net Uplift] V= 193 lbs NORDLING Proj. No.: 15-389 STRUCTURAL OREGON STATE TREASURY iiENGINEERS ROOF MECH UNITS ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date: OCT 2015 By:JEN Sheet No.: L2 Rooftop Unit Weight MARK ID MANUFACT MODEL NO, New/Existing Tons A B C D SUB ECON EXHAUST CURB TOTAL RTU 7 TRANE YSC048E4MA RELOCATE 4 175 145 101 142 563 36 0.000 78 677 RTU 13 LENNOX KGA090S4BH RELOCATE 7,5 168 183 96 203 650 123 0.000 227 1000 r Table 165.Maximum unit&corner weights(lbs)and center of gravity dimensions (in.) -gas/electric models Maximum Model Unit Weights(a) Corner Weights(b) Center of Gravity (in.) Tons Model No. Shipping Net A B C D Length Width 3 YSC036E 607 532 165 137 95 134 31 19 4 YSC048E 638 563 175 145 101 142 31 19 RTU-7 5 YSC060E 688 613 190 158 110 155 31 19 6 YSC072F 805 710 222 217 121 150 41 22 71/2 YSCO9OF 862 767 243 221 155 149 45 21 71/2 YSC092F 990 847 265 249 173 160 46 21 81/2 YSC102F 1047 904 279 252 187 186 44 22 10 YSC120F 1156 1058 345 242 258 213 41 23 3 YHC036E 607 532 165 137 95 134 31 19 4 YHC048E 858 763 238 200 148 176 40 23 4 YHC048F 806 711 226 199 144 143 44 22 5 YHC060E 917 822 261 218 156 187 40 22 5 YHCO6OF 850 755 239 214 152 151 44 21 6 YHC072E 1025 927 296 198 205 228 41 24 6 YHC072F 965 822 250 245 174 153 47 21 71/2 YHC092F 1124 1026 340 233 249 204 41 23 81/2 YHC102F 1133 1035 341 236 253 205 49 23 10 YHC120E 1563 1369 386 379 299 305 49 28 (a)Weights are approximate. (b)Corner weights are given for information only. Table 166.Factory installed options(fiops)/accessory net weights (Ibs)(a).(b) T/YSC072F- T/YSC120F T/YSC036E-060E T/YHC048E-060E 102F T/YHC092F- T/YHC036E T/YHC048F-060F T/YHC072E/F 102F T/YHC120E Net Weight Net Weight Net Weight Net Weight Net Weight Accessory 3-5 Tons 4-5 Tons 6-10 Tons 71/z, 81/z, 10 10 Barometric Relief 7 10 10 10 10 Belt Drive Option (3 phase only) 31 31 — — — Coil Guards 12 20 20 20 30 Economizer 26 36 36 36 36 Electric Heaters(c) 15 30 30 44 50 Hinged Doors 10 12 12 12 12 Manual Outside Air Damper 16 26 26 26 26 Motorized Outside Air Damper 20 30 30 30 30 Novar Control 8 8 8 8 8 Oversized Motor 5 8 8 — — Powered Convenience Outlet 38 38 38 38 50 Powered Exhaust 40 40 80 80 80 Reheat Coil 15 25 15 20(d) 53 Roof Curb 61 78 78 78 89 Smoke Detector, Supply 5 5 . 5 5 5 Smoke Detector, Return 7 7 7 7 7 continued on next page RT-PRCO23-EN El TRAIN' " Dimensional Data Figure 1. Cooling and gas/electric-3-5 tons standard efficiency,3 tons high efficiency Notes: 1. All dimensions are in inches/millimeters. 2. 1/2 NPT Gas Connection = (Y_C Models only); 2"Electrical Connection: Single Point Power When Heat Installed(T_C Models only.) TOP PANEL EVAPORATOR SECTION ACCESS PANEL OCONDENSER FAN jl(il�ip�a;:���,,ny«� ���� _2 3914' 1D8 M 921 MM ALTERNATE CONDENSATE DRAIN 34-14 NPT DIA.HOLE `�;Z\ %--7, ® .. - i CONDENSER COIL o 239/16' �� , ® 1/4' - li / U CONTROL WIRE 7/5'(22MM)DIA.HOLE 596 M �� 51 �j/ SERVICE GAUGE PORT ACCESS '/ xr-11. j I35'(35MM)DIA.HOLE 1 691 B' 073'IAM ' j� 4SBMM• 1749/MM . �47IMM UNIT POWER WIRE f 71I5'(29MM)DUI HOLE 143 MM 194/811,>/` 95/8' 44 14' 244 MM 1124/MM 1/2 NPT GAS CONNECTION CONTROL AND COMPRESSOR ACCESS PANEL Figure 2. Cooling and gas/electric-3-5 tons standard efficiency,3 tons high efficiency downflow airflow supply/return-through-the-base utilities Note: All dimensions are In inches/millimeters. 35/8" 14" 91/4"- 151/2"—. 92 MM 356 MM 235 MM 394 MM 4" 102 MM /r 1 SUPPLY 406 MM 16" /_//�j \_ • 24" RETURN 4///610 MM ((((((( i ) )))))) TBU CONDENSATE 27 9/16" 701 MM } 7i3J/V1IM' , } d6M 49M l/ t 941MM 16;MM. -- 7 - 106 MM\\ 116 MM -►4 7I5" f J 124 M 23 1/2" THROUGH 597 MM THROUGH THE BASE 28 MM THE BASE GAS ELECTRICAL (Y_C MODELS „_915/16" ONLY) 253 MM 206 E2 • TRANE Dimensional Data f I Figure 5. Cooling and gas/electric-3-5 tons standard efficiency,3 tons high efficiency- roof curb Note: All dimensions are In inches/millimeters. 6. ov** Cie, �pStP�LE' 4a3MM C<E9�p4,,, C� 9517 �MM 25 16 379/TNN6. r9/ 3/g• 61 1 l% rill* 4• 3 ..09. �� 63 N� 1568 MM 65 3/16• ,M FO V /\ 1656 MM : 44, 356MM / ?� 1� 425MMJO' leapLIlli' S:( 1 < -1.004, 4 M \\ 'S�a `` 97MM•gg �I \� N-` tiT Zgz N„,<, ..„. .... 0, 65 13/16• 11 C�F9 1670 MM 14013 0 VA 6. /�j 1038 MM • 'Y9"F9 1053 41 MM Figure 6. Cooling and gas/electric-3-5 tons standard efficiency;3 tons high efficiency downflow duct connections-field fabricated Note: All dimensions are in inches/millimeters. 24 3/8" 16 3/16" (619 MM) (411 MM)._* -L-----)11147 /lIssr--"-'' mil wer/ 171/16" (433 MM) ALL FLANGES 1 1/4"(32 MM) . A .„ / ,,,, ,,,,,. , , , ___,.., „... 14" iiiiii1jjjW 356MM 208 E3 , DIMENSIONS - INCHES (MM) Model CORNER WEIGHTS CENTER OF GRAVITY No. AA BB CC DD EE FF Base Max. Base Max. Base Max. Base Max. Base Max. Base Max. lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg in. mm in. mm in. mm in. mm 024 92 42 113 52 112 51 128 58 180 82 207 94 148 67 183 83 38-1/2 978 40 1016 18 457 18 457 030 92 42 114 52 112 51 129 58 180 82 207 94 149 68 183 83 38-1/2 978 40 1016 18 457 18 457 036 92 42 114 52 112 51 129 59 181 82 208 94 149 68 184 83 38-1/2 978 40 1016 18 457 18 457 048 99 45 123 56 120 55 139 63 193 88 223 102 159 72 197 90 38-1/2 978 40 1016 18 457 18 457 060 104 47 128 58_126 57 145 66 203 92 233 106 167 76 206 94 38-1/2 978 40 1016 18 457 18 457 072 '121 55 143 65 147 67 162 74 237 108 261 119 195 89 231 105 38-1/2 978 40 1016 18 457 18 457 090 168 76 195 88 183 83 212 96 227 103 263 119 203 95 241 109 47 1194 47 1194 21 533 21 533 Base Unit-The unit with NO INTERNAL OPTIONS. Max.Unit-The unit with ALL INTERNAL OPTIONS Installed.(Economizer,Standard Static Power Exhaust Fans,Controls,etc.).Does not include accessories external to unit or high static power exhaust. 5-5/8 (143) 1+1►f(413) -(457)— 4 Al (279) 4 BB 7(178) BOTTOM 5(127) RTU 13 RETURN Olo PENING 210 /oar � 29 BOTTOM 508 CENTER ",,,,• tor �� �11�11 47(1194) (737) SUPPLY AIRLY1 ( j ) OF GRAVITY `,``•�� OPENING \ `0 BASE 25-3/4(654) T X �in 024 thru 072 in C:1- 38-3/4(984)090 � � 6-5/8.k... FF 9-1/2 (168) ' I(241) DD �\ ICC 26-1/2__� BOTTOM 4 _I (673) CONDENSATE —EE—"'111 OUTLET BOTTOM POWER ENTRY 3 X 8(76 X 203) TOP VIEW(Base) 45 83-1/4(2115)024 thru 072 J (1143) I �' 96-1/4(2445)090 •I A , co oo om I 11 II 0 2 2 Li 1 I •i z r- $n ELECTRICAL I v o N o FLUENENT INLET CV^ o a OUTLET PF.' \ /GAS R CONDENSATE o�NLET co 92 GO�, OUTLET mug 141- 17125) - r- (EITHER SIDE) l �� cn i 11 (25) ' ® (140) (381)15 I I 11 (25) 100 = = 001 3-1/2(89)1061-1"1 _I I + 001 Ift47(1194) �/ 26-1/2 I t 27 _____ BASE ] LIFTING HOLES (673)-----���lll (686) 85-1/4(2165)024 thru 072 BASE END VIEW (For rigging) 98-1/4(2496)090 BASE p'' SIDE VIEW • 11 19-1/2 18-3/8 (279)_ _ �-- • —(495)—�+(467) I 2(51) 1I ISI I 0 29 I � 1 210 (737) (508)11 J �o / �1 III r 0 _ _ 1 } I _ I oO FORKLIFT SLOTS 5-1/2 HORIZONTAL HORIZONTAL 5'1/2 (Front,Back and (140) SUPPLY AIR RETURN AIR (140) Blower End) OPENING OPENING BACK VIEW (Without Economizer) E4 Landmark®Packaged Gas/Electric 2 to 7.5 Tons/Page 36 .ACCESSORY DIMENSIONS - INCHES (MM) HYBRID ROOF CURBS -DOUBLE DUCT OPENING 38 41-1/2 79-3/4 76-1/4 • (965) (1054) (2026) (1937) 19-1/821 1/8 .->' (486) I (537) v>< 8(203 15-1/8 SUPPLY � 14 356; (384) ` OPENING 18(457 / el 24 610) 12-5/8'< / I (321) I 8 1-3/4 \ -- , 2 /� (44) \ AN ---RETURN /` OPENING---___41!iol 32 `, `\\ \ �i (813) �` \\\ `/ / i Q 8 NOTE-Roof deck may be omitted within confines of curb. TYPICAL FLASHING DETAIL FOR ROOF CURB DETAIL ROOF CURB ) r- BASE BOTTOM PACKAGED ' / UNIT 1444 j ! 112 (13) FIBERGLASS INSULATIONCOUNTER FLASHING ___,_. (Furnished) / (Field Supplied)NAILER STRIP \FACTORY INSTALLED PERIMETER WOOD (Furnished) NAILER STRIP ROOF CURB/ CANT STRIP 8(203 (Field Supplied) (Extends around entire / 14 356 perimeter of unit) ROOFING 18 457 /MATERIAL 24 610 RIGID INSULATION A A04 .1 .:..._•-:-.A04 .1 .:..._•-:-. (Field Supplied) _i____ A�///i/// .4_4.1-3/4 (44) E5