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Specifications S TRUCTURAL CALCULATIONS FOR 4 WHEEL PARTS 11745 SW PACIFIC HWY TIGARD, OR i -- ROOF MECHANICAL UNITS -- S't`attPROFFf�, � �N12,18 FR /O !!8 / A 1' • 1 •- Gf �_ �G<). 16. ,g9 CJ tiH . NORO�'` EXPIRES:12/31/18 I t� Contents Summary SI Details A-C D1 -D3 Gravity Calculations G1 -G2 Contact Person: John E Nordling,PE Lateral Calculations Li -L3 Enclosures El -E8 NORDLING Proj. No.: 18-126 STRUCTURAL FOUR WHEEL PARTS �µ" MECH UNIT REPLACEMENT ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.:COVER i SUMMARY 2014 Oregon Structural Specialty Code { Wind 120 MPH (3 sec gust, V uLT) Exp 5 Seismic Occupancy Catagory 11 Site Class - D Seisimic Design Catagory - D Ss = 0.919 Sr = 0.424 Sips = 0.123 SDI = 0.445 There is one roof mounted mechanical unit to be replaced. E Existing Daikin DCG150-210-4V 'I2.5-Ton' Lennox CGCSl6-1603 '3-Ton' units: weight 1,328 lbs weight 1,265 lbs + 130 lbs + 65 lbs (E) Curb length 100' weight 10 lbs width 61' height 14' height 59' Adapter Curb weight 290 lbs height 201 NORDLING i Proj. No.: 18-126 STRUCTURAL MECH UNIT REPLACEMENT FOUR WHEEL PARTS 44.fini)ki. ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th,Suite 200.Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.: S1 i' 1 i I I I I --------------�_ -T_ 1- , , 1 IIIIiIIIIIIIII 1 I I I i 1 1 1 1 I I I I I I 1 I I I I I I II € 1 1 1 1 1 1 1 , I I I I I I I I I I II li 1 1 1 1 1 1 1 1 ; ; 1 1 I I 1 1 1 1 I I 1 I I I I I I I I I II I I I I I I I I III a I I 1 I I I I i 1 11 I 1 I 1 I i I I I 11 I 1 1 1 1 I 1 111 N 1 1 1 I 1 ; 1 I i i i i I 1 1 I i I I 1 1 1 1 1 1 1 1 f 1 1 1 1 1 I I I I 1 I I I I I III I ' ll, 1 I „ ( 1 I 1 I I I I I I I I 1 1 1 I 1 I I 1 I 11 1 I I I I 1 1 I 1 I 1 1 11 I 1 - 1 l--I--_ ___I_ I_ C _ GL 6�ix341_ , I__I__L___-I-I--�--I_I II IIIIIIIIIIIIIIIIIIIIIIill IIIIIIlii I I I 1 I I I 1 I I 1 I I I I I I I I I I 1 I I I I 1 I 1 I 1 I I I I I I I I I I I I I 1 I I I I I 11 I 11 1 1 1 1 1 I 1 1 1 1 1 1 I I I I ,1 i l I 1 1 I 1 I 1 1 I II I I I I I I 1 I 1 I 1 I I 1 f I I I I I I I 1 I I I 1 I 1 1 I 1 1 I I 1 I 1 1 I I I I 1 I t I I �1 I I I I I I I I I 111111 1 1 � ; 11 ; I 1 1 1 1 1 1 1 1 1 1 1 1 1 (E) TJI 3/2x22 632 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 tIIIIIII IIIII I ' ;I e 1 111 I ! 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No.: 18-126 STRUCTURAL FOUR WHEEL PARTS i. ‘ 40.' MECH UNIT REPLACEMENT ENGINEERS, LLC5 OREGON HEATING&AIR CONDITIONING 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.:Dl 2'-2' I I III 2'-2' 1 1 II I II " I I ; (E) CUR VERIFY (E) CURB ALIGNS OVER (E) ROOF JOIST 'I I I N( I � ' 1 I I I ' N II NI 1 I Iii i i O j i �In lhl I F wI NEWBLOC4i<INCa x6 w I; w; ( II01, I II B If I ' --NEW UNIT � II II ,I I I 1 I i 1 I I I; I 1 1 II II 1 II II 11 I; II II II e II II II II II it I I I' II VERIFY (E) CURB ALIGNS I II II 1 OVER (E) ROOF GIRDER I I I 1 I I 1 I , T1- 1--r -n--_-_ ,. MECHANICAL UNIT---,-, UNIT BASE RAIL ti-1 (4) *10 SCREWS-� RESTRIANT CLIP (4) .10 SCREWS r .--1ADAPtER CURB ADAPTER CURB �- INTERNAL ADAPTER CURB SUPPORT TO ALIGN OVER (E) CURB *12 SCREWS 4912' o% ALL SIDES 1 (E) CURB--.1 4x6 BLOCKING ' r L• - - - 1 - SIMPSON 'U46' �--2x8 FILLER BLOCK W/ (4)-' • EACH END 1 1 *10 x 2' WOOD SCREWS II II (E)GL GIRDER-----,j . (E) 22' TJI .------, (6) 14 Ga GALVANIZED STEEL RESTRIANt CLIPS W/ ` t` .D PRO' (4) °10 X liz' TEK SCREWS TO ADAPTER CURB E likbla Ci� N�1NE6p �iOI �1 187 (4) *10 x k TEK SCREWS TO UNIT BASE RAIL d r OREGON, ' / � ( c) SVTIO^ o ✓GAY 15' '2.- �5J yH F• NORM\"\ 1 EXPIRES:12/31/18 NORDLING Proj. No.: 18-126 FOUR WHEEL PARTS �. STRUCTURAL MECH UNIT REPLACEMENT tio rk 0 ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.:D3 I 2."I' x 22' x 3.1' Jr 2.2' x 1 1 TW=35' 1 TW=35' 1 r1 r1 n r Fl 11 11 1 ; II II 1 1 1 1 1 1 I O = 1820 Ibs / 4r- ------, ,--it-. !a = X lbs I I 1 1 ,11 „ 1 1 II II 111 11 1H ! I I 1 1 II II 111 0 IL--1114 Ii I iu,11 ,I , 1 11 11 1 1 1 1 1 I 1 1 11 111 1,820 lis I L _f; I II II � I I II II 111 GI 11 11110 L1----J- -____-=-_-==- Al _� rr 11----11---- rr ----1-r 1 1 1 1 1 1 1 1 1 1 11 11 11 . 1 11 11 it , II II 11 11 U U U U U 36'-6' 1111111111111111 1 I II 1 1 1 1 I I 1 1 1 1 1 1 1 , 1 II II I I 1 l l l l l 1 11 1 1 1 1 1 1 1 11 1 1 1 1 1 ,, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 I I 1 1 1 1 1 1 1 1 1 11 111111111111 I I 1 1 1 1 1 1 1 1 1 :I ill II II 'V I I I I I I 1 1 11 I 1 1 1 1 1 1 1 1 1 1 1 ,, I 1 1 1 1 1 1 1 lii---h l 1 I ! 1 l 1 II 1 X11 I 111 1 f E))CsL 6�x344 Il i 1 I1. 0'1; 1 1 I 1 1 1 I( 1�r 1 I 1 I 1 1 1 I 11I11111111I1111 1 I I I I I I I I 1 I I I 1 1 I I I I I I 1 I I I �I II 1 I I I I I III 1 I I i' I 1 I I I I 1 I I 1 I I I I I 0 1 1 1 1 1 1 1 1 1 1 I I I ,1 1I1IIiIIIIIIII .^'' 1 I I 1 1 I I I I I I I N, I I I I I I I I I 1 I ,1 m 11 1 I I I I 1 I I I I 1II I , I 1 1 I I I I I I II 11 i 1 1 III 1 1 1 1 1 111 I 1 II I I 1 I I I I I I 1 1 I I I I 1 I 1 II 1=11=JJ== LLLI LJ1til NORDLING Proj. No.: 18-126 STRUCTURAL FOUR WHEEL PARTS ' MECH UNIT REPLACEMENT 4”. i'llij 0. ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.: GI • A (E) 22' TJI 8 (E)CSL 644x341"2 22'x 31,2' -- L90r 22'x 311'x U'? PSF i8 PSF PSF DL LL TW PL LL TW 10 25 35' 12 25 35'-0' ROOFING 2.0 per SHEATHING 1.8 pef INSUL 15 pef PM 1,$20 Iba CEILING 2.2 pef MISC 25 pef 10 per P 455 Ibe MECH UNIT P P w w 11111 11111 11111 11111 A1 741 21 A V 35'-0" 36'-6' V 2,186 < 2,935 Ibe GL,6%x 34.5 DF 24F M 16,625 < 18,0'15 ft-Ibe R1 R2 SEE ENCLOSURE ES RDL 7,560 7,560 L.L. 17,267 16,053 (E) TJI -ok- u. 24,827 23,613 brgL 5.66" 5.38" V MAX 24,827 lbs M MAX 215,250 ft-lbs V (d) 21,104 lbs fir 136 < 276 psi fb 1,929 < 2,165 psi S1 �` A DL -0.38 A LL -0.83 L/520 ok A m -1.21 L/356 CR 1.00 CL 1.00 CD 1.15 Cv 0.78 NORDLING Proj. No.: 18-126 STRUCTURAL FOUR WHEEL PARTS MECH UNIT REPLACEMENT ‘. NOP ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 8775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.: G2 ASCE 7 10 Standard #toof TopMeehhiit Location 45°26'13.42"N Ss and S1=Mapped Spectral Acceleration Values 122°45'34.82"W 11745 SW Pacific Hwy,Tigard,OR 97223 Ground Motion Ss 0.979 Si 0.424 Occupancy Category II Site Coefficients Fa 1.11 Site Class D Fv 1.58 Importance Factor 1.00 Height of Structure 20.0 ft SMS Fa* Ss 1.085 SMi Fv* Si 0.668 Design Category(SDC) D SOS (2/3)SMS 0.723 SDI (2/3)SMi 0.445 Air Side HVAC FP MIN= 0.3 SDS IP WP ap 2.50 Rp 6.00 = 0.217 WP->*0 0.152 0.4'ap 'SDS '1p ( Z FP MAX= 1.6 SDS IP WP Fp= R 1+2 h) WP = 1.16 WP->*0 0.810 z= 20.0 ft ASD FP= 0.36 WP->*0.7 0.253 Eq= 0.287W+0.2 SDS W W:Weight of Unit z= 24.Oft Fp= 0.41 WP->*0.7 0.287 ASCE 7: 0 Wind Force.Stanidand . . . . Roa#T6p1VlechUnit 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 1,820 lbs Gust: 0.85 Kd: 0.90 Unit Height 59" Cf: 1.30 Ku: 1.00 Unit Length 100" x: 1.9 Unit Width 61" Curb Height 34" WP: 48.8 psf P: 1200 lbs-ASD T= 1,200 lbs *(34"+59"/2)/61" - 0.6* 1,8201bs/2 =703 lbs Net Uplift NORDLING Proj. No.: 18-126 STRUCTURAL FOUR WHEEL PARTS MECH UNIT REPLACEMENT An) ® ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.:L1 1/471vEQ 263 !be t'f ` W: 1,820 lbs 41 • ,, 44, ' J------ - , ( „ EQ 522 lbs I '' / „ TE: 129 lbs TW: 103 [be , - /- .� /- - /- Height 59" Weight 1,820 lbs Length 100" 1265 lbs Width 61" 130 lbs Curb 34" 65 lbs 20"+14" 290 lbs 70 lbs VEQ=0.287* 1,820 lbs+0.2*0.723* 1,820 lbs = 522 lbs+263 lbs T= 522 lbs *(34"+59"/2)/61" +263lbs/2 - 0.6* 1,820 lbs/2 = 129 lbs Net Uplift V=522 lbs NORDLING Proj. No.: 18-126 FOUR WHEEL PARTS ,i 47.W STRUCTURAL MECH UNIT REPLACEMENT ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.:L2 (6) RETRAINT CLIP 14 Ga GALVANIZED STEEL BRACKET W/ (4) *10 x TEK SCREWS TO ADAPTER CURB 4 (4) *10 x rz' TEK SCREWS TO UNIT EASE RAIL. -ok- *12 4012' o/c SCREWS TO (E) CURE !BELOW -ok- T = 103 lba / 3 clips go 235 lbs / clip Screw #10-24 4 Count Grade SAE Grade 2 Pitch 24/in Fu 74,000 psi - Fy 57,000 psi Allowable Tension Stress 29,600 psi Backing A36 36 ksi T/Ga 54 Mil 0.0566 in Fu/Fsu 58,000 psi TSI() 0.017 in2/thread Allowable Loads Tension 519 lbs Screw Tension Tension 140 lbs Pullout Shear 259 lbs Screw Shear Bearing 748 lbs Bearing Adjusted Allowable Loads Tension 140 lbs Shear 259 lbs UNITY= + CTALLJ W ALLI Tension 0 lbs Shear 235 lbs Seismic 0.23 < 1.00 Tension 235 lbs Shear 0 lbs Wind 0.42 < 1.00 NORDLING Proj. No.: 18-126 STRUCTURAL FOUR WHEEL PARTS It ' MECH UNIT REPLACEMENT W' WANES)Ilk ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th.Suite 200•Beaverton OR,97008 Date:APR 2018 By:JEN Sheet No.:L3 Oregon Heatin - & Air Conditioning 4 Wheel Parts 11745 SW Pacific Hwy Tigard,OR Scope of Work Oregon Heating and Air Conditioning will perform the following scope of work: 1. Provide and install new rooftop gaspack unit on existing curb. Use curb adapter and clips. Equipment Schedule - RTU1-. Daikin DCG150-210-4V. 12.5-ton nominal, 2 stage, 10.8 eer/ 12.4 leer. 210,000 Btu gas, 80% TE 2 stage. 2 speed fan. 480/3/60. 31.8 MCA, 40 MOCP. 1749# includes economizer, power exhaust and curb adapter. Existing- Lennox GCS16-1603. 1328# unit and econo. Mechanical General Notes: 1. Cooling equipment does not exceed the load of the calculated requirement. i t 2. Provide programmable thermostat. 5 degree deadband minimum. 7 day. Microprocessor. Set program for night energy savings. 3. Fan motor does not exceed allowable,first available above BHP. 4. Max leakage rate of OSA or exhaust dampers to be 4 cfm/sft @ 1.0 sp. 5. Provide 0 and M to building owner. Ventilation Requirements-based on 2014 OMSC table 403.3 See TI plans. GAS- Decrease by 60 Mbtu. MQ Oregon Heating &Air Conditioning, LLC r- PHONE NUMBER FAX NUMBER Ore1� OPERATIONS CONTRACTOR LICENSE y} " 503-691-9699 503-691-8556 19300 SW 118'^Ave Oregon CCB 137653 1-800-Furnace I Tualatin,OR 97062 WA OREGOHC85102 www.oregonheating.com El OPTIONS: DIMENSIONED AOTOLERERemPERANSI YTaSN-09S2 REVISIONS MATERIAL: 18ga.GALV STEEL INSULATED PANELS (WHERE REQUIRED) REV. ECO# DESCRIPTION DATE APPROVED 1"1-1/2LB DUCT INSULATION (R VALUE 3.85) Atte: 1 INITIAL DRAWING 213!11 SRP GASKET PROVIDED WITH CURB 2 CHANGE HIGHT FROM 25'TO 20" 4/4/2017 HMH 1 112"ADDED TO EXISTING CURB O.D. Tag: • Approval -� 17' `� SUPPLY AIR RETURN AIR ``*. ` INSULATED 32 3/4" /` COVER 44‘ 37 1/2" �`? � INSULATED �',��, EXISTING CURB LAYOUT 4e--4.!--k., ....,, i Illomm COVER I21/4" 41 5/16" ■ - 2114" � o . 11 271/16" �'` SUPPLY / VERT AI 2X "IV I 301i/4. j 1 69 3/4" 921/2" RETURN r 921/4" I531/4" ii li 415/16" t rt_� .i 11 J1 JJ 20"1 11 I ``` rNNi I i 1 t" 60" - H27 58 1/2" 94" CURB SHOWN IS CDI STANDARD CONFIGURATION CDI RESERVES THE RIGHT TO CHANGE TMSDRA ING&THEINFORrONCONTAINED APPROVALS DATE2017 num 1HEREM IS TIE TI1E NENTWL,PROPRIETARY LAYOUT WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A DIFFERENT CONFIGURATION Winne s'"`D�"s`n1O"INa• nnOm 4/412017 a NAI HTS DE USED OR REPRoouC� 1-2016-7040 CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. uu TTHE RE mm°FCRYSTAL Os"+'"'"7OJ INC. " . DIMENSIONS AREAS FOLLOWS:ISO In MAP mm] • OPERATIONAL HEIGHT OF CDI ADAPTER IS 3"LESS THAN OVERALL CURB HEIGHT SUPPLY SRN OPENINGS ��+� conga us cORDWEOo°'ETI'3$ `"" SHOWN. *CALL WITH ANY CHANGES "" °" •e �1 www.edlor eom I288.53I 1 M FAX BACK IF DRAWING IS OK AS IS R..,u`'„'....,,,. 1-888.234.7001 uua 1:24 I sten 1 of 3 tv vi 0 n J (1�ll (/r,,,,t ,,,,,\'\� , ,,� r �� • MODEL TONNAGE •A• 'B" ��,' • 7.5 TON COMMERCIAL /" 53.339 20.055 i. GAS,HT PUMP,AIR CONDITIONER 8.5 TON COMMERCIAL g 20.055 GAS,HT PUMP,AIR CONDITIONER %' , 2 GAS,HT PUMP,AIR CONDITIONER 10 TON COMMERCIAL 53.339 20.055 ��/i \ 12.5TONCOMMERCIAL • ii'it(i r i \ ,L III19 GAS,H7 PUMP,AIR CONDIITONER 58.839 18.055 k' npo-‘J, l/1/1"I j UPPLY AIR DUCT TOP VIEW ONDENSATE DRAIN OUTLET DISCONNECT SWITC RN AIR SUPPLY LUE/VENT OUTLET rt• _•{. d r . r a 4--J _ _ i 1001 . • • . 38.375 1 38.884 23286 73.875 - i i _p ....!� • . . .B. s.19z _ . ... ,_A . . . �_U00 y: 00ll11 �: 4475 1 6.150 �eO 1 6.152 50.239 ••• t f • . 8B6 LINE ENTRANCE ..---19.688 F 99.980{ .I '7251 ■ - 28.312-• 23,930— IFTING SHACKLE HOLES BOTH SIDES AND ENDS OMBINATION •• 42.875 ••-••••12.625^. AIR INLET ( 61.730 ' r. FRONT VIEW (GAS UNIT) • C RIGHT END VIEW ALL DIMENSIONS GIVEN ARE IN INCHES �C*090-150*** ALL DIMENSIONS AND SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE 7.5 THRU 12.5 TON COMMERCIAL 121/2 TON USES GRILLE m Z En W 0 NJH til La ROOF CURB INSTALLATION—RIGGING Provisions for forks have been included in the unit base frame.No other fork locations are approved. • Unit must be lifted by the four lifting holes lo- cated at the base frame corners. } • Lifting cables should be attached to the unit with shackles. • The distance between the crane hook and the top of the unit must not be less than 60". - • Two spreader bars must span over the unit to prevent damage to the • ' .. SG cabinet by the lift cables.Spreader bars must be of sufficient length :'''••••.., so that cables do not come in contact with the unit during transport. t'r _ ,. j' ,- Remove wood struts mounted beneath unit base frame before set- ,N'; '' 't . ting unit on roof curb.These struts are intended to protect unit base ii - frame from fork lift damage.To remove the struts,extract the sheet s , metal retainers and pull the struts through the base of the unit.Refer 1 r'''`,..�'. ' p. ,} s, 4> to rigging label on the unit. "� a Important If using bottom discharge with roof curb,duct-work should be • .. ('s `x attached to the curb prior to installing the unit. Duct-work dimensions '�b, i ! .,f . are shown in Roof Curb Installation Instructions Manual. ,. ..-,.•'" , Refer to the Roof Curb Installation Instructions for proper curb :.7.,d4,:L. installation. Curbing must be installed in compliance with the National Roofing Contractors Association Manual. Lower unit carefully onto roof mounting curb. A While rigging the unit, the center of gravity _ r _ C will cause the condenser end to be lower than • ' - ""JrI,N\.. • • the supply air end. � Bring condenser end of unit into alignment 30" • . Return with the curb. With condenser end of the • 4144.214i • y •� • unit resting on curb member and using curb Eva•orator Coil a • Compressor 1 --- as a fulcrum, lower opposite end of the unit �CG • • until entire unit is seated on the curb.When a • Compressor 2 i . rectangular cantilever curb is used, take care • • to center the unit.Check for proper alignment . I Supply i i , and orientation of supply and return openings 'f�'� with duct. �1�" a1`,I . B 49" D s CORNER&CENTER-OF-GRAVITY LOCATIONS RIGGING WEIGHTS WEIGHT TYPES 7Y,-TON 8''/,-TON&10-TON 12%-TON WEIGHTS(Les) WEIGHTS(LBS) WEIGHTS GESS) Weight A 269 255 286 Weight B 297 321 374 Weight C 254 250 311 Weight D 280 314 368 i Shipping Weight 1175 1215 1340 /s Operating Weight 1100 1140 1265 L To assist in determining rigging requirements,unit weights are shown to the right. Note:These weights are calculated without accessories installed. SS-DCG7 www.daikinac.com 25 E5 i ' ACCESSORIES I DAIKIN MASTER ITEM UJ DESCRIPTION FITS MODEL SIZES FIELD- FACTORY- I OPERATING INSTALLED INSTALLED WEIGHT(LBS) 1 Curb i1 14CURB90150 14"Roof Curb 7%-12'/4 tons V 143 18CURB90150 18"Roof Curb 731-12%tons V 165 24CURB90150 24"Roof Curb 7334-1234 tons V 197 GHRC-90150 Hurricane Restraint Clips 7%-1234 tons V 2 Ultra Low-Leak Economizer&Power Exhaust' 1036610B Ultra Low-Leak Downflow Economizer w/Enthalpy 714-1234 tons V V 137 1039610B Ultra Low-Leak Horizontal Economizer w/Enthalpy 734-1234 tons V 137 104651021 Prop Power Exhaust 230v 7%-1234 tons V 55 104651031 Prop Power Exhaust 460v 7%-1234 tons V 55 104651041 Prop Power Exhaust 575v 7%42%tons V 55 Low-Leak Economizer&Power Exhaust' DDNECNJ9015OB Low-Leak Downflow Economizer 7%-1234 tons V V 130 DPE901502 Downflow Power Exhaust(208/230v) 734-1234 tons V 65 DPE901504 Downflow Power Exhaust (460v) 714-1234 tons V I 65 DPE901507 Downflow Power Exhaust(575v) 734-1214 tons V 65 DINHZ90150B Horizontal Economizer,Internally Mounted 734-1214 tons V 110 DHZECNJ90150 Horizontal Economizer • 714-1234 tons V 90 ( DHPE901502 Horizontal Power Exhaust(208/230v) 734-12%tons V 65 DHPE901504 Horizontal Power Exhaust (460v) 714-12%tons V 65 DHPE901507 Horizontal Power Exhaust(575v) 7%-1214 tons V 65 . Downflow Accessories D25FD90150 25%Manual Fresh Air Damper 7%4-1234 tons V 15 D25MFD90150 25%Motorized Fresh Air Damper 7%-1231 tons V 21 DDNBBS90150 Burglar Bar Sleeves:includes Supply&Return 7%-12%tons V 45 DDNECN190150NR Low Leak Downflow Economizer 7%42%tons V 130 w/o Barometric Relief DDNSQRD9020 Downflow Square-to-Round Adapter 20"Round 714 tons V 55 Horizontal Accessories DBRD3672 Horizontal Barometric Relief Damper(2 required) 735-12%tons V 30 Concentrics CDK90102 Concentric Duct Kit 7%-8%tons V 42 CDK120 Concentric Duct Kit 10 tons V 104 r CDK150 Concentric Duct Kit 1234 tons V 151 DDC Accessories' DDC communicating controller(built-In BACnet°MS/TP) 734-12%tons V 2 includes Standard Room Sensor to be installed in field 10366D10B DDC Ultra Low-Leak Downflow Economizer 7%-1234 tons V V 71 10396D10 DDC Ultra Low-Leak Horizontal Economizer 714-1234 tons V 71 10465DDC Power Exhaust kit used with DDC 714-1214 tons V 1 Ultra Low-Leak Economizer DLAKTO3 Low-Ambient 7%-1214 tons V V 2 LONKTO1 LonWorks°card 734-12%tons V 1 3PMK01 Phase Monitor(3-Phase Only) 7%42%tons V V 2 DFSKTO1 Dirty Filter Switch 714-1214 tons V 1 SS-DCG7 www.daikinac.com 47 ES 41441 Attn: Ta RESTRAINT CLIP FOR USE WITH T CDI CURB # 7040 g: (6 clips total, 3 per long side of unit). i 0 0 0 0 5/8" • 1/2" —■-• 1 11/16"TYP...,_ r 6" 1 ri 2 1/2" f 1 1/2" 0 0 0 0 5/8" i --4.-i1/2" *Verify existing curb OD 1 11/16"TYP *Verify supply and return openings * Note any changes =TUOWSAPES ARIRO ANGLE ROJECflONI: Call with any questions grot., *Ea Fax back if drawing is OK as is APPROVALS DATE TITLE: DRAWN: • soickar 10/6/201 CHECKED: 7040 L-CLIPS NS MATERIAL: 14 GA GALVANIZED STEEL tA6MT: • FRE NAME: I DRAWING NO.; Rah CDI mr17-210 7040 L-CL S NS 01 EEO/A t-1 c• scALE: 1:2 SHEET1 OF 2 Attn: Tag: AHU RESTRAINT CLIP FOR USE WITH CDI CURB # 7040 (6 clips total, 3 per long side of unit). MOUNTING CLIP #12 TEK SCREWS *Verify existing curb OD CURB *Verify supply and return openings * Note any changes roja P * Call with any questions * Fax back if drawing is OK as is APPROVALS DATE TIME: spickar 10/6/2017 CHECK7040 L-CLIPS NS MBAR FILE NAME: DRAWING NO.: may. CDI (7x#391-7790 7040 L-CLIPS NS 01 (763)3917851 ECO* SCALE: 1:2 SNEET:2 OF 2 •e6ed}xeu 6uiuui6aq aye m aqui selou eas ,wua Nei L8'3=7•u!-'ql l 'W-N 998.1.=*q1-11L `w/N 62 l l=Ild l 'ww�•gZ=4ou! I.:19 iOd P91.-81. (1)9££8 (L)VN ([)0692 (L)VN P91.-81. 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