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Specifications OFFICE COPY RECEIVED JUN 1 6 2022 CITY OF TIGAHU STRUCTURAL CALCULATIONS UILD NG DIVIS1ON' FOR OREGON STATE TREASURY ADDITION 16290 SW UPPER BOONES FERRY RD PORTLAND, OR 97224 �Lc2oz2-00 -- ROOF MECHANICAL UNIT -- S,,FLUCTURq PRO/Ce (443 LNG I NgFR 4•• 187 � OREGON r r ✓ GAY 15, Aea OtiN ,‘4. E. NO0) EXPIRES:12/31/22 iE Contents Summary S 1 Details A-C D1 -D3 Gravity Calculations Gl -G3 Lateral Calculations L1 -L2 Contact Person: John E Nordling,PE Enclosures El -E4 NORDLING Proj, No.: 22-095 OREGON STATE TREASURY EXPANSION STRUCTURAL MECH UNIT / ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JUN 2022 By:JEN Sheet No.: COVER SUMMARY 2019 Oregon Structural Specialty Code Wind 98 MPH (3 sec gust, VuLT) Exp B Seismic Occupancy Catagory II Site Class - D Seisimic Design Catagory - D Ss = 0.852 Si = 0390 SDS = 0.658 SDI = 0.421 There is one new roof mounted '3-Ton' mechanical units. RTU-15 Carrier '48FCDA04 •;' weight 612 lbs RTU 482 Iba Economizer 38 ibe length 14' Curb 94Ibe width 41' height 33' NORDLING Proj. No.: 22-095 OREGON STATE TREASURY EXPANSION STRUCTURAL MECH UNIT ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JUN 2022 By:JEN Sheet No.: S 1 5 6 O24'--I' 24'-7" I 1 , r O (E)2)4 w24 ,1 1 11P 1 1 1 1—i _ I r I � I I I I I ! ' I I ' I I —�- 1 1 I ' I l l ! 1 1 'I 1 ! 1 1 i 11 l i l ;—' 1 l i � r � � I i 11 1 I I I - X i I I I I i l m�1 -- ! 1 1-- i ^�1 !- -� - I I I i - I i iI i ;II I I J1 l dI w WI I W1 I_-' I II I I_ I I I IliI I1 (E)4x16 DF-L«,i I '-_�_- I 1 I I I ' ®8O- o/c I 1 1 O 1 r ! 1 : : 1 - - - i - 1 I-�- i- i i-ii- rt�— i i—i 1 —_ —'. i I r : I I 1 1 1) l' 1 _ _ __i I __1 1 J i I II I in ; - --— -r—r--I I-'-I - — 04 l r r r i r r I i I I i i r 1 1 I I 1 1 1 1 1 III 1 i i i i ' - I_ i_ i i_ i_ I i i i i 1 I _ 111 REINFORCE (E) 4x16 WI 2x12 ONE SIDE W/ TWO ROWS 1/410 x 31/2' M SIMPSON 'SIDS' SCREWS 624' o/c STAGGERED. ATTACH TO (E)GL GIRDER W/ SIMPSON 'L70' EACH END. h G 9,02,UCTimg4 \' 1/414, x 31�2'' SIMPSON ,139 PROj841, 1. —(E) 4xI6 -i 1/'' 'SIDS' �SCREWS C. 0Na I NeFR / NEW 2x12 187 0 c t 14 OREGON `' ROOF FRAMING ELAN Oy�/ G 15 • NO9 ( EXPIRES:12/31/22 I NORDLING Proj. No.: 22-095 STRUCTURAL OREGON STATE TREASURY EXPANSION 1 ' ` MECH UNIT ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR•97008 Date: JUN 2022 By:JEN Sheet No.:Dl W n ni n n r n 1 I I I II 1 I I I II II 11 II , I 11 II II I (E)4x16 DF-L"1 1 --IT)4x16 DF-L I'LL__ -----__I_I---------I-I- 1 ' II II II I I II1I II 71 II �I ^1I J1 All h11 II III w11 o' w1 wl1 H WII 11 W1 I II II 11 I 11 2 11 II 1 I II , I II II 11 11 II " ' I I I' II II II ° N 11 ^ II 11 11 , 11 II it L ' Il II II _ 11 11 11 II II 11 II II II II I II 11 1I 11 11 II II , II 1 II 11 1 II ' II 11 , I 11 II II _AL(E)4x16 DF_L t ti-- 1 Lc!)4xw OP-1..w 11 E ------- - - - I 1 II I I 11 II© II II 11 I II 11 II 11 11 1 11 1 II 11 11 II II 11 -J. 1 11 II u u u Liu ❑2 4x8 DIRECTLY UNDER CURB, WITH SIMPSON 'U46' EACH END. E 4x6 DIRECTLY UNDER CURB, WITH SIMPSON 'U46' EACH END. �RUCTU yi xi RE-SUPPORT (E) 2x PURLING W/ SIMPSON 'LUS24' WHERE REQUIRED. /3tt PROF , C`S �,G I N E R „O r cc,, 12,187 ,l 0 OREGON 4 PLAN DETAIL AIL -0 I5, RQ�\�� . NO EXPIRES:12/31/22 NORDLING Proj. No.: 22-095 STRUCTURAL OREGON STATE TREASURY EXPANSION MECH UNIT 401 ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200 Beaverton OR,97008 Date:JUN 2022 By:JEN Sheet No.:D2 , MEC4ANICAL UNIT (4) STEEL BRACKETS W/ (4) *10 x 1/2' TEK SCREWS TO CURB 4 (4) *10 x �iI2' TEK SCREWS TO UNIT BASE RAIL CURB c—MECHANICAL UNIT UNIT BASE RAIL r (4) *10 SCREWS STEEL BRACKET 4, / *12 WOOD SCREWS 612' o/c, CURB (' (1 %' PENETRATION) TYP UN . LEVELING CURB (AS REQ'D) f 1 V D • i I ' 1 (E) 4x PURLIN S. UCTURg4 `�OD PRO,R 12,18 I 0 v OREGON vG�� 19� � 0,... DETAILS 0 /5, �LA �\ . NOM I EXPIRES:12/31/22 NORDLING Proj. No.: 22-095 STRUCTURAL OREGON STATE TREASURY EXPANSION m MECH UNIT 4 4 ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200.Beaverton OR,97008 Date:JUN 2022 By:JEN Sheet No.:D3 , I i 1 t 5 6 P li ! IIIII l ( i ! ilillil ! lI il ; II1 , 1 ! 1 1 _-i_i _ I I I l l l i _I I I _ I : I I I I � i I I I I I 1 III -1 ! i I I i I l i ! I i l i 1 -I_ I_ i _ i i i _I i i i 1 l ' i 1 ! ! i 1 1 1 1 '- 1 1 1 _ ii ! I I ; I i i 1 1 i I l i 1 1 I l i --I -- I ry I 1 ' 5.5' �0 I I I v I 2 . I I I ' 4 I 1 I I I I 1 i i I � 1 i 1I— _ I I I ! --I— I �i - i I I I1 ! ! I l l l i l I ' I I I I ! i, l i 1 1 1 ! 1 h i I I l ! 1 1 J i 1 I --- NORDLING Proj. No.: 22-095 4 STRUCTURAL OREGON STATE TREASURY EXPANSION MECH UNIT ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JUN 2022 By:JEN Sheet No.: GI 1 At CURB SUPPORT B CURB SUPPORT O (E) 4x16 DP-L *1 PSF PSF PSF PSF PSF PSF DL LL TUJ DL LL Till DL LL TW 10 25 41-0' 10 25 12' S.6 25 8'-0' o/c ROOFING 2.0 per ROOFING 2.0 pof SHEATHING I.5 per SHEATHING 1.8 per I' INSUL 15 per PDL 123 be BEAM A INSUL 15 per CEILING 22 per CEILING 22 of MISC 25 pef LL 429 be 2x4 624'o/c 0Bp per 10 per 83 per MISC 1.1 pef 10 per PM 612 Iba MECH UNIT Wm 56 plf 612 lbs/(5'-6' •2) (E) PURLIN, W/O UNIT 3% OVERSTRESS P W W W 111111 111111 11111111111111111111111111111111111 111111 111111 A A A A A A ry to / 5l-6' f / S'-0" 241-CY / 4x6 DF L No.2 4x8 DF-L No.2 4x16 DF-L#1(86) R1 R2 R1 R2 R1 R2 RDL 123 123 RDL 138 113 RDL 960 960 LL 429 429 LL 357 272 LL 2,400 2,400 TL 552 552 Ti, 495 385 TL 3,360 3,360 brgL 0.25" 0.25" brgL 0.23" 0.18" brgL 1.54" 1.54" V MAX 552 lbs Self Wt V MAX 495 lbs Self Wt V MAX 3,360 lbs M MAX 758 ft-lbs 4.57 Of M MAX 1,375 ft-lbs 6.03 plf M MAX 20,160 ft-lbs V (d) 460 lbs V (d) 471 lbs V (d) 3,004 lbs flu 36 < 207 psi flu 28 < 207 psi fit 84 < 207 psi fb 516 < 1,346 psi fb 538 < 1,346 psi fb 1,783 > 1,725 psi S1 S1 Si A DL -0.01 A DL -0.02 A DL -0.32 A LL -0.04 A LL -0.06 A LL -0.80 L/+999 L/+999 L/359 ok ok ng A TL -0.05 A n -0.08 A TL -1.12 L/+999 L/+999 L/257 CR 1.00 CL 1.00 CR 1.00 CL 1.00 CR 1.00 CL 1.00 CD 1.15 Cf 1.30 CD 1.15 Cf 1.30 CD 1.15 Cf 1.00 NORDLING Proj. No.: 22-095 4 STRUCTURAL OREGON STATE TREASURY EXPANSION , MECH UNIT ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JUN 2022 By:JEN Sheet No.:G2 O (E) 4x16 DF-L "1 PSF PSF DL LL TW S.6 25 S1-0' a/c PM 612 Ibe MECI4 UNIT P 245 lbs 612 /4 +(612/4)(4.8'/8.D') (E) PURLIN, W/ UNIT REINFORCE WI 2x12 ONE SIDE 1% OVERSTRESS 4% INCREASE < 5% P Beam#1 Beam#2 4x16 2x12 111 DF-L#1(86) DF-L No.1 111111�11111 E(ksi) 1,800 1,700 A A I(in4) 1034 178 ill Total 2,164,517 in %Load 0.860 0.140 24'-0' s R1 R2 RIM, 960 960 LL 2,589 2,456 4x16 DF-L#1(86) IL 3,549 3,416 brgL 1.62" 1.56" R1 R2 V MAX 3,549 lbs RDL 960 960 M MAX 20,834 ft-lbs LL 2,589 2,456 m 3,549 3,416 V (d) 3,193 lbs brg L 1.62" 1.56" ✓ MAX 3,549 lbs Main Member M MAX 20,834 ft-lbs fv 77 < 207 psi fv 90 < 207 psi ✓ (d) 3,193 lbs fb 1,585 < 1,725 psi fv 90 < 207 psi Reinforceing Member fb 1,843 > 1,725 psi fv 40 < 207 psi fb 1,104 < 1,150 psi Si A DL -0.32 Si A LL -0.84 A DL -0.28 A LL -0.73 L/341 L/397 ok ok Q n -1.16 Am -1.00 L/247 L/288 CR 1.00 CL 1.00 CR 1.00 CL 1.00 CD 1.15 Cf 1.00 Co 1.15 Cf 1.00 NORDLING Proj. No.: 22-095 OREGON STATE TREASURY EXPANSION STRUCTURAL MECH UNIT 7 S ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JUN 2022 By:JEN Sheet No.: G3 ASCE 716(29.4) Wind Load Roof TopMechUnt Wind Speed: 98 mph E osure : B Kd: 0.85 Ke 1.00 qz: 13.0 p s f(LRFD) Kzt: 1.00 kz: 0.62 GCr: 1.90 1.50 ASCE`7.16(13.3) Seismic'Load Roof Top MecI �Jnit Location 45°24'7.5"N Ss and S 1=Mapped Spectral Acceleration Values 122°45'6.54" W 16290 SW Upper Bo ones Ferry Rd,Portland,OR 97224 Ground Motion Ss 0.852 Si 0.390 Occupancy Category II Site Coefficients Fa 1.16 Site Class D Fv 1.62 Importance Factor 1.00 Height of Structure 20.0 ft SMS Fa* Ss 0.988 SMi Fv* Si 0.632 Design Category(SDC) D SDs (2/3)SMs 0.658 SDI (2/3)SMi 0.421 Air Side HVAC FP MIN= 0.3 SDS IP WP ap 2.50 Rp 6.00 = 0.198 WP->* 0 0.138 F 0.4.ap •SDs •Ip /1+2 � •W Fp MAX= 1.6 SDS IP WP P= Rp \ h/ p = 1.05 WP->*0 0.737 z= 20.0 ft ASD Eq= 0.230W+0.2 SDS W Fp= 0.33 WP->* 0.7 0.230 W :Weight of Unit NORDLING Proj. No.: 22-095 STRUCTURAL OREGON STATE TREASURY EXPANSION '.4i. i. .,� MECH UNIT ' iENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JUN 2022 By:JEN Sheet No.: L1 mismor • •• ea I 81 lbs W: 612 lbs 12 Height 33" Weight 612 lbs 141 lbs Length 74" 414.11.4111141111 Width 47" Curb 14" C: 52lbs Wind= 13.0 psf* 1.9+13.0psf* 1.5 = 14.9 psf(H:A SD)+11.7psf(V:ASD) Fht= 359 lbs Fv= 2831bs Fh2= 2281bs (4) 'MI -PRC-HOLD' 16 Cxa GALVANIZED VEQ= 0.230*612 lbs+0.2* 0.658*612 lbs STEEL BRACKET W/ (4) *10 x 1/2' TEK = 1411bs+81lbs SCREWS TO ROOF CURB 4 (4) *10 x 1/2' TEK SCREWS TO UNIT BASE RAIL Wt= 359 lbs * (14" +33"/2)/47" -ok- + 2831bs/2 - 0.6*612lbs/2 = 191 lbs Net Uplift *12 s12' o/c SCREWS FROM CURB TO FRAMING BELOW. -ok_ W2=228 lbs *(14"+33"/2)/(0.8)74" +2831bs/2 0.6* 612Ibs/2 = 76 lbs Net Uplift E= 1411bs *(14"+33"/2)/47" + 811bs/2 - 0.6* 612 lbs/2 = -521bs [O Net Uplift] VrtAx= 359 lbs NORDLING Proj. No.: 22-095 STRUCTURAL OREGON STATE TREASURY EXPANSION MECH UNIT Lui ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JUN 2022 By:JEN Sheet No.:L2 Carrie C°United Technologies Electric Heaters Time Guard II control circuit Carrier offers a full-line of field-installed accessory heaters. This accessory protects your compressor by preventing The heaters are very easy to use, install and are all pre- short-cycling in the event of some other failure, prevents engineered and certified. the compressor from restarting for 30 seconds after stop- ping. Not required with SystemVuTM controller, RTU Open controller, or authorized commercial thermostats. OPTIONS AND ACCESSORY WEIGHTS 48/50FC UNIT WEIGHT OPTION/ACCESSORY NAME 04 05 06 07 lb kg lb kg lb kg lb kg Humidi-MiZer®System* 15 7 15 7 15 7 24 11 Power Exhaust-vertical 51 23 51 23 51 23 51 23 Power Exhaust-horizontal 39 18 39 18 39 18 39 18 EconoMi$er®(X,IV or 2) 35 16 35 16 35 16 35 16 2-Position Damper 39 18 39 18 39 18 58 26 Manual Damper 12 5 12 5 12 5 18 8 Medium Gas Heat(48FC units only) 9 4 9 4 9 4 15 7 I High Gas Heat(48FC units only) — — 63 29 63 29 63 29 I Hail Guard(louvered) 13 6 13 6 13 6 17 8 Cu/Cu Condenser Coil 37 17 74 34 74 34 95 43 Cu/Cu Condenser and Evaporator Coils 75 34 112 51 112 51 165 75 Roof Curb(14-in.curb) 95 43 95 43 95 43 95 43 Roof Curb(24-in.curb) 150 68 150 68 150 68 150 68 CO2 sensor 2 1 2 1 2 1 2 1 Flue Discharge Deflector 7 3 7 3 7 3 7 3 Optional Indoor Motor/Drive 10 5 10 5 10 5 15 7 Low Ambient Controller 9 4 9 4 9 4 9 4 Winter Start Kit 5 2 5 2 5 2 5 2 Return Air Smoke Detector 7 3 7 3 7 3 7 3 Supply Air Smoke Detector 7 3 7 3 7 3 7 3 Fan Filter Switch 2 1 2 1 2 1 2 1 Non-Fused Disconnect 15 7 15 7 15 7 15 7 Powered Convenience Outlet 36 16 36 16 36 16 36 16 Unpowered Convenience Outlet 4 2 4 2 4 2 4 2 Enthalpy Sensor 2 1 2 1 2 1 2 1 Differential Enthalpy Sensor 3 1 3 1 3 1 3 1 LEGEND — Not Available * For Humidi-MiZer system,add Low Ambient controller weight. NOTE: Where multiple variations are available,the heaviest combina- tion is listed. El N OCO 48FC**04-07 BASE UNIT DIMENSIONS 0 CD NOTES: (/!•,. �)NNIS OOCONENI IS ME PROPERTY OF SIC CL UMAIE.COMM 50RYT0S)W 0i TYESE MANIXGS OR 00[YIRYTS UNIT J K Carrie,t1j C nEt<UX1Ea XIIITWIOa OfDCLOURS OISu5F0 O)it. opES YOT COXST IiuiE PM1 PERid1UMCE OR I.DIMENSIONS ARE IN INCHES.DIMENSIONS 48FC++04 33 3B 18 1/8 C uxu r. UN..NI INWT MITTEN COXSEXL ACCEPTM[E OF CONIAACY. IN I 1 ARE IN MILLIMETERS. 18411 [4T2] 2. CENTER OF GRAVITY 48FCD105 31384377 11 7/e• CONNECTION SIZES Q I847! 4 1/ pEEt Will 14 1/8 33-3/8 A 1 3/8' [351 DIA FIELD POWER SUPPLY HOLE 48FC++06 18481 8 2• I50]DIA POWER SUPPLY KNOCKOUT A 3. DIRECTION OF AIR FLOW [817) [3T11 Cm I8FC++07 dl 3f8 18 SIB 32-1/B , - I C 1 3/4. [511 DIA GAUGE ACCESS PLUG [10511 14121 ' ECONOMIZER ROOD D T/8' [221 DIA FIELD CONTROL WIRING HOLE /.- ALL VIEW DRAWN USING 3R0ANGLE [8171 �' (OPTIONAL) 16 • • C4071 E 3/4.-14 APT CONDENSATE DRAIN 25-5/6 F 1/2'•11 APT GAS CONNECTION [652] RETURN AIR G 2 1/2' [641 DIA POWER SUPPLY KNOCK-OUT • _`\ a THRU-THE-BASE CHART /�''��" \� C THESE HOLES REOU[AED FOR USE / �j//j 10-7/8 AIR CRBTNPWfl008A00, 009A00 ®• •��II�,I�I�j�i1I /��'����� THREADED WIRE REO•D HOLE0 l\\\\ !' CONDUIT SIZE USE SIZES MAX./ \�\��� W 1/2• 115V 7/8. [22.21 14-1/8 I X i/4' 24V 7/8.[22.21 I_ [1120.91 -~ Y E ACT. - [71812 T 31' POWER 1-118• [28.6] fY/,l CONDENSATE 17-3/4 Z+ [009A00)1/2.FPT GA5 1-1/11' [28.6] Z DRAIN OPENING [4511 FOR'THRU-THE-BASEPAN•FACTORY OPTION. Yr r IN BASEPAN SUPPLY26-5/8FITTINGS FOR ONLY X.Y. A ZARE PROVIDED AIR [6T51 SUPPLY' _ AIR + [OO8A901 PROVIDES 3//'FPT THRU CURB [3691 12-1/2 11-1/2 SEE THRU THE �X FLANGE X FITTING. 1318I I2831 BASE CHART I1 . ... r..t.. Z-N • • • y , 10-1/8- —2X 23-3/4 3-1f4— 6-1/4 12561 16031 ' LUE [811 [158] 1 ���---FFF FLUE12-1/8 [101] HOOD [3071 K —2X 25 1 18-3/8 1 14661 A [6351 z%4-5/0 TOP I718] E STD. CONDENSATE 10-7/8 1 LECTRICAL DRAIN [2751 1 1251 DISCONNECT '� I LOCATION '- I• -- l .� [LEER CONDENSER __ Ill II ,B,G OPTIONALCONTROLBOYCOILFACTORY ACCESS PANEL 25-3/4 `11 INSTALLED INDOOR BLOWEPti-3/8 6531 I __ DISCONNECT ACCESS PANEL [4/1] RETUR OPTIONAL SUPPLY AIAAIR `�-_FACTORY ( 1 14941 I { ANGLE 8 OUTSIDE I1AII / !4 � 1 AIR V��� I168] �00 1 1 rF^'°-1 l._J 0 OK -m—��� HANDLE 5-3/4 3—� 6-3/8 7 3-3/4 ( 46-5/8 I -8-3/8 [1/61 [1771 [1461 4, [951 111861 30-1/8 12141 OK-T/ [T66] 26-7/6 [6821 LEFT [18891 [1861 BAROMETRIC RELIEF FROM SUPPLY 41 t RETURN FLOW RIGHT AIR ITC CLASSIFICATION SHEET DATE SUPERCEDES 48FC 04-07 SINGLE PACKAGE ELECTRICAL REV U.S. ECCN:NSR 1 OF 3 04/02/19 10/25/18 COOLING WITH GAS HEAT 48TC003093 C A V iv 48FC**04-07 BASE UNIT DIMENSIONS (cont) 1tl I3 D0001Etli IS ERE PROPERTY OF 01C CLIMATE,C0NTY0LS SI�M[SSIDX Of SMESE DR.VIY45 PH 000YXEHIS Carrier/S SECYHITI AND IS DELIYE6E0 DPSM / EDMESS C0x01i10Y ppEH YOT COXSTITH E/CR FEYSDHNu[E 01 STD. UNIT CORNER CGHT[ CORNED CORNER C.G. HEIGHT ��MOW EWinT[RTCONSEIL T u Dixl03ED Dx usro ACOEurg OF CO;1:21 UNIT WEIGHT• Wan,fAl WE iGHT[B1 WEIGHT ltl WEIGHT f01 a:uweraia,N.. LBS. KG. LBS. KG. LBS. KG. LBS. KG. LBS. KG. % Y Z 48FC••04 482 219 113 51 116 53 128 58 125 57 37 5/8[9561 24 9/16[6241 18 1/4 14641 48FC••05 543 246 138 63 133 60 133 60 138 63 36 1/2 19271 23 3/8 [5941 18 74571 4810.06 556 252 142 64 136 62 136 62 142 64 36 1/2 19271 23 3/8 [5941 18 14571 481C0407 607 215 162 73 152 69 141 64 151 68 36 [9141 22 1/2 15721 19 3/8[4921 •STANDARD UNIT WEIGHT IS WITH LOW GAS HEAT AND WITHOUT PACKAGING. FOR OTHER OPTIONS AND ACCESSORIES,REFER TO THE PRODUCT DATA CATALOG. i_ ______ ________ i BACK i R1 2 1/2 WITH ECONOMIZER BACK 13181 \ . WITHOUT CORNER A CORNER B ECONOMIZER 0 SWINGOPTIO DOOR ECONOMIZER(OPTIONAL) 0 1 Y `�'ll1\�l���llll1q/ _ 7i/////.5;4:1---- \\\11� RIGHT --I i ! CORNER D ' ' ' LJ CORNER C r- LEFT ` i 11 ' j LJ i X TOP 74-518 [18961 FRONT — • • r1A NOTES: t 1. FOR ALL MINIMUM CLEARANCES LOCAL CODES OR JURISDICTIONS MAT PREVAIL. 1 Z CLEARANCE SERVCE WRFE SERVCE WRHE OPERATING TNE UCTIVE CLEARA CE �'OO �` I°^^ ��— FROM SURFACE LE JT CD9,488C[[12192011 R NUAC 326 1106 l]RRIER 18 [45mml 18 [457mmm] 4 FRONT BACK W/O HMO 48 [1219mm] 42 [1067mm] 18 [457mm] BACK W/FOOD 36 [914mml 36 [914mml 18 [457mm] RIGHT 36 [914mml 36 [914mml 18 [457mm] TDP 12 11829)01/] 12 [1829mm] 72 [18298m] ITC CLASSIFICATION SHEET DATE SUPERCEIES 48FC 04-07 SINGLE PACKAGE ELECTRICAL REV U.S. ECCN:NSR 2 OF 3 04/02/19 10/25/18 COOLING WITH GAS HEAT 487C003093 C Y M w r �. Qf�jp :.;... MICRO-WAI:b far Carrier Part Number ` iK ;'.�' .: t a d 48150T.0 A/B04-A/807,AIDOS,A09,A/D12,014,1316; ,;... • s . 60TCQA04A07,D08•D14;.48150HCA04.A07,008-D14; 0406-0100 FORM:NO. 4250-9.P DATE; '�112 SOWCQ A04407,D08-D12;48150TF,TM,Wd 004-014;48/50HE 003-006; SUBMITTED TO 50TFQ 004-014;50HJ0.008-009 Units COMPANY; DRAWN:BY• • JOB NAME; EQUIPMENT NOTES: ,FEATURES; • Manufactured from 16 ga gatvinlzed steel • Package Includes: •0).Hold-Down brackets •(48)in x 1/2"tek screws(12}per bracket • Some units may require addi6Dnal:HoId-Dawns. 0 • Use of this bracket provides a secure connection of the O rooftop unit to the curb,but does not result in a caleu. Q O fated Curb, I • When attaching the brackets,confirm there will be no �� O interference with anything on the unit bass rail. 4.129" •941" D O O O \O` 2.757" THIS DOCUMENT IS THE PROPERTY OF MICRO MEM CORPORATION AND IS DELIVERED UPON THE IXPRESS CONDITION THAT THE CONTENTS WMLLNOTas DISCLOSED OR USED WITHOUT MICRO Malts WRITTEN CONSENT MIDROMETL CORPORATION•3035 N.SHADELAND AVENUE;SUITE 300.•'1NDIANAPOLIS,IN,46226•1400ee2 4022•••MfeROfMMETL.WEST•005SOUTHERN WAY%SPARKS,NV'89431•1•960.884.4682 ITl