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STRUCTURAL CALGtU1A19ONs
FOR
Columbia Business Center
Fan Coils Support
9900 SW Greenburg Road
Portland, OR
Hunter-Davisson, Inc.
1800 SE Pershing Street
Portland, Oregon. 97202
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Associate . .
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Consultants, 'troll ito
Inc• Structural Engineers EXPIRES: 06-30-2018`
100 East 13th Street • Suite 10 • Vancouver, Washington 98660
Portland: (503) 384-0460 • Vancouver: (360) 699-0607
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Project Job No.
Associated Columbia Business Center Fan Coil 16-309
ICConsultants, location Date
Inc. structural Engineers Portland Oregon 12-07-2016
Client Sheet No.
I00 East 13th Street•Suite 10•Vancouver,Washington 98660 Hunter Davi sso n �/
Portland:(503 384-0460 •Vancouver:(360 699-0607.
, 117i
TERMINAL UNIT WEIGHTS �z' `µkA, Titus
r�
$ The tockw in Air Managemont
TQS
Size 20 g.. :- - Box w/ Pneumatic w/DDC or w/Electric Heat w/1 Row Coil w/2 Row Coil
• trots Analog
2 145 +4 +9 +25 +9 +12
3 150 +4 +9 +25 +9 +12
4 155 +4 +9 +25 +9 +12
5 220 +4 +9 +30 +17
6 +4 +9 +30 +12 +17
230 +4 +9 +30 +12 +1
TQP
Size 20 ga. Base Box w/ Pneumatic w/DDC or w/Electric Heat w/1 Row Coil w/2 Row Coil
Controls A g
2 145 +4 +9 +25 +9 +12
i 10i +4 -r9 -r2z, +9 +12
4 155 +4 +9 +25 +9 +12
5 220 +4 +9 +30 +12 +17
6 225 +4 +9 +30 +12 +17
FLS
Size 20 ga. :a - =: , Pneumatic w/DDC or w/Electric Heat w/ e • - • w/2 Row Coil
Contro — . • -to•
2 113 +4 - +10 +14
3 12 +4 +9 +23 +14
153 +4 +9 +23 +10
1zi'5 -t- 9 -if- z-5 = l80 _
CP
Note: Weights are approximate. Actual weight may vary based on specific options selected.
. Titus Submittal DTQP-1.0 12-15-05
The Leader In Alr Management
DTQP
Fan Powered Terminal, Parallel Flow
Direct Digital Control, Pressure Independent
—B---- 3 3/8-----N 20
12
I0aa
aan 0 0 61/4 Dar o
0
1 .4 • • ..
—`7' t—n— • t—{
Primary Air Inlet/
with Multipoint - I
Center Averaging r -1 . i w
Sensor r— f l.. L— I
p
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., � InducedAlr 1.0r,.,-. I
1 Inle1.0r,.,-. . - t
1
11/4— E L ,,
Left hand unit,top view shown.All dimensions are in inches.
Right hand units are built as a mirror image. Inlets,discharge,and control enclosure are opposite of the drawing above. e
Unit Size Inlet Size A B C D E F Gz.kl J K Mi ,�w N Filter Size
�36 6 5 7/8 2 7/8
fel6 7 7/a 2 7/a
10 7 9 7/8 4 7/8
812 8
6 8 9/pe 16 3/4 7 e11 s 141/2 14 31/2 17 1/8 11 2 1/8 40 7/8 36 1/8 2 7�8 19 x 17
4 10 7 y 7/8 4 4 7/8
12 8 11 7/8 4 7/8
14 10 13 7/8 6 71e
10 7 9 7/8 4 7/8
12 8 11 7/8 4 7/8
5 14 10 13 7/8 6 7/8
16 11 101/18 241/2 15 7/8 171/2 161/2 91/2 201/8 141/2 31/8 46 7/8 481/8 6 7/8 27 x 20
12 8 11 7/8
s
6 14 10 13 7/8 6 7/8
16 11 15 7/8 6 7/8
Motor Amperage Ratings Accessories (Optional)
Unit Motor 120/1/60 208/240/1/60 277/1/60 Check[i if provided.
Size hp FLA FLA FLA X Induced Air Filter, 1"thick,disposable
construction type.
2 lie 3.6 1.5 1.3
3 1/4 5.8 2.6 2.2 ElFan disconnect switch(not available on
4 1/3 7.8 3.2 2.9 units with optional electric coils.)
5 1/3 9.2 3.3 3.2 Fibre Free Liner
6 3/4 12.3 6.3 5.4 0 SteriLoc Liner
)grFLA=Full Load Amperage,as tested in accordance with UL 1995 Hanger Brackets
❑ Cam Latch for Access Door
All fan motors are single phase, same voltage as electric coil(when ❑ Fan unit fusing
supplied), with exception that 277 V motors are used with 480V, 3
phase coils(4 wire wye). 0
ICC EVALUATION
�...5 SERVICE Most Widely Accepted and Trusted
ICC-ES Evaluation Report ESR-2989*
Reissued November 1, 2011
This report is subject to renewal in two years.
www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council®
DIVISION:03 00 00—CONCRETE also be used where an engineered design is submitted in
Section:0316 00—Concrete Anchors accordance with Section R301.1.3 of the 2009, 2006 and
2003 IRC.
REPORT HOLDER: 3.0 DESCRIPTION
POWERS FASTENERS,INC. 3.1 Vertigo+Anchors:
2 POWERS LANE Vertigo+ rod hanger screw anchors are comprised of a
BREWSTER,NEW YORK 10509 nominally 3/8-inch-diameter one-piece anchor body, with a
(914)235-6300 or(800)524-3244 hex coupler head containing internal threads that accepts
www.powers.com threaded rods and bolts in 1/4-inch, 318-inch, and 1/2-inch
engineering a.powers.com (6.4 mm, 9.5 mm, and 12.7 mm) diameters. The anchor
body and hex coupler head are manufactured from low-
EVALUATION SUBJECT: carbon steel which is case hardened, and have minimum
0.0002-inch (5 pm)zinc plating in accordance with ASTM B
POWERS VERTIGO®+ ROD HANGER SCREW ANCHOR 633,Type II.The Powers Vertigo+rod hanger screw anchor
IN CRACKED AND UNCRACKED CONCRETE is illustrated in Figure 2.
1.0 EVALUATION SCOPE The hex coupler head of the anchor is formed with
serrations on the underside, and with internal threads into
Compliance with the following codes: the topside that accepts threaded rods and bolts. The
• 2009,2006 and 2003 International Building Code®(IBC) anchor body is formed with dual lead threads and a
• 2009,2006 and 2003 International Residential Code® chamfered tip. The anchors are installed in a predrilled
hole with a powered impact wrench. The threads on the
(IRC) anchor body tap into the sides of the predrilled concrete
• 1997 Uniform Building CodeTm (UBC) hole and interlock with the base material during installation.
Properties evaluated: 3.2 Steel Insert Elements:
• Structural Threaded steel insert elements must be threaded into the
• Nonstructural Vertigo+ Anchors to form a connection. The material
2.0 USES • properties of the steel insert elements must comply with
the minimum specifications as given in Table 2 of this
The Powers Vertigo+ rod hanger screw anchors are used report (e.g., ASTM A 36; ASTM F 1554, Grade 36; SAE
to resist static, wind and seismic tension and shear loads J429, Grade 2),or equivalent.
in cracked and uncracked normal-weight concrete and 3.3 Concrete:
sand-lightweight concrete having a specified compressive
strength, fc, of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 Normal-weight and sand-lightweight concrete must comply
MPa); and cracked and uncracked normal-weight or sand- with Sections 1903 and 1905 of the IBC or UBC, as
lightweight concrete over steel deck having a minimum applicable.
specified compressive strength, fc, of 3,000 psi 3.4 Steel Deck Panels:
(20.7 MPa). Steel deck panels must comply with the configuration in
The Powers Vertigo+ rod hanger screw anchors may be Figures 4A and 4B and have a minimum base-metal
used in single anchor applications or in group anchorages thickness of 0.035 inch (0.89 mm) [No. 20 gage]. For
if designed according to ACI 318 Appendix D and Section Figure 4A, steel must comply with ASTM A 653/A 653M
4.1 or 4.2 of this report, as applicable. The Powers SS Grade 36,and have a minimum yield strength of 36 ksi
Vertigo+ rod hanger screw anchors may also be used for (248 MPa). For Figure 4B, steel must comply with ASTM A
redundant applications, where multiple anchors support 653/A 653M SS Grade 33, and have a minimum yield
linear elements (e.g., ductwork). In this case the anchors strength of 33 ksi(228 MPa).
shall be designed according to Section 4.3 of this report.
The anchoring system is an alternative to anchors 4.0 DESIGN AND INSTALLATION
described in Sections 1911 and 1912 of the 2009 and 2006 4.1 Strength Design:
IBC, Sections 1912 and 1913 of the 2003 IBC, and 4.1.1 General: Design strength of anchors complying
Sections 1923.1 and 1923.2 of the UBC.The anchors may with the 2009 and 2003 IBC, the UBC, and Section
*Revised January 2012
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed
as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as _
to anyfinding or other matter in this report,or as to any product covered by the report. EM
n
1000
Copyright 6 2012 .s Page 1 of 11
ESR-2989 I Most Widely Accepted and Trusted Page 7 of 11
'
:p• P.. • . ,�'^ I ,.
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I
1.)Using the proper Wedge-bit 2.)Remove dust and 3.)Select a powered impact 4.)Drive the anchor into the hole until the
drill bit size,drill a hole into the debris from the hole wrench that does not exceed the head of the anchor comes into contact with
base material to the required using a hand pump, maximum torque, TAW for the the member surface.The anchor should be
depth. The tolerances of the compressed air or selected anchor diameter.Attach snug against the member after installation.
carbide Wedge-bit used must vacuum. an appropriate sized hex Do not spin the hex socket off the anchor
meet the requirements of the socket/driver to the impact to disengage.Insert threaded rod or bolt
published Wedge-bit range in wrench.Mount the screw anchor element into Vertigo+.Minimum thread
Table 1. head into the socket. engagement must be one threaded rod/
bolt diameter.
FIGURE 3—VERTIGO+ANCHOR INSTALLATION INSTRUCTIONS
STRUCNRALSAND-LIGHTWEIGHT'CONCRETE OR NORMAL-WEIGHT CONCRETE
OVER STEEL DECK(MINIMUM 3,000:P$I)
4 1-114 # 12 'C.C.TYP
4.112' MIN I I4-112" 1
A MINT)? 1 I x MINTYP
c ! a
.. -J14'1 I • q; p" x-114'
. • , 1 . 4 .I MIN
UPPER FLUTE(VALLEY) °—"iiiik. . A. • istilliN • 1. ' 7Rimilk • ..1 —..I111A3
MAX
LOWER FLUTE(RIDGE) 1
N0;.20 GAGE STEEL DECK MINANCHOR
FIGURE 4A—VERTIGO+INSTALLATION DETAIL FOR ANCHORS IN THE SOFFIT OF
CONCRETE OVER STEEL DECK FLOOR AND ROOF ASSEMBLIES(SEE DIMENSIONAL PROFILE REQUIREMENTS)'
SMO-LIGHTWEIGHT CONCRETE OR NORMAL-WEIGHT CONCRETE
OVER STEEL DECK(MINIMUM 3,000 PSI)
71.
MIN TYP MAXTYP
4'• 4 * p i • 4 MN,
A ` ` -I 1-101'
UPPER FLUTE(VALLEY) •. MAX
LOWERFLUTE(RIDGE) III, 1314'
NO.20 GAGE STEEL DECK MIN —ANCHOR MIN
FIGURE 46—VERTIGO+INSTALLATION DETAIL FOR ANCHORS IN THE SOFFIT OF
CONCRETE OVER STEEL DECK FLOOR AND ROOF ASSEMBLIES(SEE DIMENSIONAL PROFILE REQUIREMENTS)2'3
'Anchors may be placed in the upper or lower flute of the steel deck profile provided the minimum hole clearance is satisfied.Anchors in the lower
flute may be installed with a maximum 1-inch offset in either direction from the centerline of the flute.The offset distance may be increased
proportionally for profiles with lower flute widths greater than those shown provided the minimum lower flute edge distance is also satisfied.
2Anchors may be placed in the lower flute of the steel deck profile provided the minimum hole clearance is satisfied.Anchors in the lower flute must
be installed in the center of the flute based on the minimum dimensions given in the detail.An offset distance is allowed for profiles with lower flute
• widths greater than those shown,provided the offset distance is increased proportionally with the lower flute width and provided the minimum lower
flute edge distance is also satisfied.
3Anchors may be placed in the upper flute of the steel deck profile in accordance with Figure 4B provided the concrete thickness above the upper
flute is a minimum of 31/4 inches and a minimum hole clearance of 3/4-inch is satisfied. We
ESR-2989 I Most Widely Accepted and Trusted Page 10 of 11
TABLE 4—EXAMPLE ALLOWABLE STRESS DESIGN VALUES FOR ILLUSTRATIVE PURPOSES''''3'4'5'6'7'''9
Anchor Diameter Nominal Embedment Depth Effective Embedment Allowable Tension Load
(inches) (inches) (inches) (pounds)
1/4 21/8 1.425 810
3/8 21/8 1.425 895
1/2 21/8 1.425 895
For SI:1 inch=25.4 mm,1 lbf=0.0044 kN.
Single anchor with static tension load only.
2Concrete determined to remain uncracked for the life of the anchorage.
3Load combinations are taken from ACI 318 Section 9.2(no seismic loading).
4Assumes 30%dead load and 70%live load,controlling load combination 1.2D+1.6L.
5Calculation of weighted average for conversion factor a=1.2(0.3)+1.6(0.7)=1.48.
8 r,=2,500 psi(normal weight concrete).
7 Cal=Goa Cac.
8 h 2 h,,,;,,.
9Values are for Condition B where supplementary reinforcement in accordance with ACI 318 0.4.4 is not provided.
Given:Calculate the factored resistance strength,ON,,,and the allowable stress design value,TamvabI ISD,for a 318-inch-diameter Vertigo+
anchor assuming the given conditions In Table 4.
Calculation in accordance with ACI 318-08(ACI 318-05)Appendix D and this report: Code Ref. Report Ref.
Step 1.Calculate steel strength of a single anchor in tension: D.5.1.2 Table 3
ON/Q=(0.65)(4,495)=2,922 lbs.
Step 2.Calculate concrete/ breakoutrstrength of a single anchor in tension: D.5.2.1 Table 3
Oka_ ANc Wad,NY'c,NWcp,NNb�
ANt° D.5.2.2 Table 3
Nb=kcTh(har)is
Nb=(24), (75(1.425)1"5= 2,041 lbs.
ON a.=(0.65)(1(18.3)8.3)(1.0)(1.0)(1.0)(2,041)= 1,327 lbs.
Step 3.Calculate pullout strength: D.5.3.2 Table 3
A /. f , 0.5
°Npn `YN5,wur'Y'cp2,500 f TOOTO
r¢Npn=n/a(pullout strength does not control,see Table 2,footnote 7)
Step 4.Determine controlling resistance strength in tension: D.4.1.1
¢N„=minkfiNsa,ONcb,$NpgI_ 4Na,=1,327 lbs.
Step 5.Calculate allowable stress design conversion factor for loading condition: 9.2
Controlling load combination:1.2D+1.6L
a=1.2(30%)+1.6(70%)=1.48
Step 6.Calculate allowable stress design value:
ON„ 1,327
Tatt0awbt1JtSa= a 1.48 =896 lbs.
FIGURE 5—EXAMPLE STRENGTH DESIGN CALCULATION INCLUDING ASD CONVERSION FOR ILLUSTRATIVE PURPOSES
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Project Job No.
Associated Columbia Business Center Fan Coil 16-309
JConsultants, Location Date
Inc. stir: Portland Oregon 12-07-2016
Client Sheet Hunter bavissonqe,660
Portland(503)3640460 Vancouver(360)699 0607
YDAIKIN
Submittal Data Sheet ! �
2.0-Ton Wall Mounted Unit
FTX24NMVJURX24NMVJU F7l 1 3 ZQlS
FEATURES BENEFITS4gt
• Up to 19 SEER/12.5 EER/9.0 HSPF • 10 Year limited parts w4iti '�ns i3
a High-efficiency inverter driven swing compressor • 5 Year limited parts warranty for commercial applications
• Low ambient heating to 5°F/-4°F with optional drain pan heater • High efficiency cooling and heating operation provides utility bill savings
• Low ambient cooling capable • Low profile indoor unit with matte white finish
• Specialized drain pan design for improved cold climate drainage 0 May qualify for regional utility rebates and incentives
• Mold-resistant washable air filter • Compatible with optional Daikin ENVi W-Fi capable Smart Control
• Titanium apatite photo catalytic air purification filter
• Vertical auto-swing air flow
• Standby electricity savings mode
• Hot-start function to eliminate start-up drafts
• Powerful(turbo)and Econo mode settings
• Wireless remote with backlit LCD display
INDOOR UNIT OUTDOOR UNIT
r F
tt
•
•
Daikin North America LLC,5151 San Felipe,Suite 500,Houston,TX,77056
Daikin City Generated Submittal Data www.daikinac.com www.daikincomfort.com
(Daikin's products are subject to continuous improvements.Daikin reserves the right to modify product design,specifications and information in this data sheet without notice and without
incurring any obligations)
Page 1 of 4
••
rDAIKIN
Submittal Data Sheet
2.0-Ton Wall Mounted Unit
FTX24NMVJURX24NMVJU
SYSTEM PERFORMANCE
Indoor Unit Model No. FTX24NMVJU Indoor Unit Name: 18 SEER HP DUCTLESS ID 2 TON
Outdoor Unit Model No. RX24NMVJU Outdoor Unit Name: 18 SEER HP DUCTLESS OD 2 TON
Rated Cooling Capacity(Btu/hr): 21,200 Rated Cooling Conditions: Indoor(°F 80/67
Ambient(F F DBMB/W B):95/75 i ,
Sensible Capacity(Btu/hr): 15,760 Rated Piping Length(ft): 25
Max/Min Cooling Capacity(Btu/hr): 24,000/5,500 Rated Height Difference(ft): 65.60
Indor(°FCooling Input Power( 1.700 Rated Heating Conditions: Ambient(°FD004 DB/W171):47/43
SEER(Non-Ducted/Ducted): 18.00/ HSPF(Non-Ducted/Ducted): 9.0/
EER(Non-Ducted/Ducted): 12.50/ Heating COP(Non-Ducted/Ducted): 3.7/
Rated Heating Capacity(Btu/hr): 24,000
Max/Min Heating Capacity(Btu/hr): 27,600/5,800
Heating Input Power(kVV): 2.01
SYSTEM DETAILS
Refrigerant Type: R-410A Cooling Operation Range(°F DB): 50-115
Holding Refrigerant Charge(lbs): 3.2 Heating Operation Range(°F VVB): 5-75
Additional Charge(Ib/ft): 0.01 Max.Pipe Length(Vertical)(ft):
Pre-charge Piping(Length)(ft): 32 Cooling Range w/Baffle(°F DB): 0-115
Max.Pipe Length(Total)(ft): 98 Heating Range w/Baffle(°F WB): -
Max Height Separation(Ind to Ind ft): 66
Daikin North America LLC,5151 San Felipe,Suite 500,Houston,TX,77056
Daikin City Generated Submittal Data www.daikinac.com www.daikincomfort.com
(Daikin's products are subject to continuous improvements.Daikin reserves the right to modify product design,specifications and information in this data sheet without notice and without
incurring any obligations)
Page 2 of 4
I• VDAIKIN
Submittal Data Sheet
2.0-Ton Wall Mounted Unit
FTX24NMVJURX24NMVJU
- INDOOR UNIT DETAILS
• Power Supply(V/Hz/Ph): 208-230/60/1 Airflow Rate(H/M/L/SL)(CFM): 713/579/512/403
Power Supply Connections: Connects to outdoor unit Moisture Removal(Gal/hr): 1.2
Min.Circuit Amps MCA(A): 18.30 Gas Pipe Connection(inch): 5/8
Max Overcurrent Protection(MOP)(A): 20.00 Liquid Pipe Connection(inch): 1/4
Dimensions(HxWxD)(in): 11-5/8 x 39 x 10-3/8 Condensate Connection(inch): 11/16
Panel(HxWxD)(in): Sound Pressure(H/M/L/SL)(dBA): 53/45/39/34
Net Weight(Ib): 27 Sound Power Level(dBA):
Panel Weight(Ib): Ext.Static Pressure(Rated/Max)(inWg): /
DIMENSIONAL DRAWING - INDOOR UNIT
THE MARK(-)SHOWS PIPING DIRECTION L'y AIR FLOW(INDOOR)
L 1 REAR 39(990mm) /
`� I 1 I 1 i`-1 1 11 RIGHT , ` ,
�1 1I I1 (INCLUDINGi y
MOUNNG PLATE y y¢..
I0-7/18(265mm) % I J.7; 1 :51 ! t en.
10-3/8(263mm) 1-15/18(SOmm)MINI. �"
ELviiii
�m (SPACE FOR REQUIRED SPACE: 1-15/16(50mm)MIN
GENERAL RATING MAINTENANCE) — (SPACE FOR
gNAMEPLATE MAINTENANCE)
-v- TERMINAL.BLOCKa '� WITH EARTH
■eeeeseseee.,� .s ■ ,- _ TERMINAL
�� (INSIDE)
BOTTOM E 41
IIII
FRONT GRILLE FIXING SCREWS UP AND DOWN WIND DIRECTION -
r� ar j—
FLAPS
(INSIDE) CONTROL BLADE MOVABLE RANGE. ABOUT-153(4(400mm) DRAIN HOSE
GAS PIPE
GAS PIPE 45/8(¢15-9rm)CUT AOUT'7-5116(499mm)' I LIQUID PIPE
VIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIII SIGNAL
IVER
�_ °r OPERATION ELAMP 'ellT 18-1 (460mm) 1
' TIMER LAMP
DRAIN HOSEr1111M11111111MM11111111111111 a
- —CN i INDOOR UNIT /OFF SwrrGli �v
(CONNECTING PART LIQUID PIPE 41/4(46-4mm)CuT
r (INIOOMETEMP THERMISTOR 1.D. 09/16(A14mm) mow_I4-3/16(36Snm)
MODEL NAME PLATE O D 05/6(016rnm)' ABOUT 14-3i6 Mon)
�'�'�1
"' ABOUT 17-3/4(450mm)
�. ----SIGNAL TRANSMITTER BLADE ANGLES .. 33:(99Dmrn).
1-718(48mm) t3(16(20nm) UP/DOWN.(AUTOMATIC)'
- b:
i
COOLING,DRY HEATING FAN E - 5(126 5mmr4 )
""
20. ,,,i4 ,c,,. .._74.04,0
.4
, . • r.;
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RIGHT/LEFT(MANUAL) 1-7/8(48mm)1 WALLHal FOR EMBEDDED PIPING 23/8(60mm). WALL HOLE..
4.34.8(480mm)HOLE ¢3-78(08omm)BOLE
STANDARD LOCATIONS OF WALL HOLES
WIRELESS REMOTE CONTROLLER .t;4 30091780
(ARC480A8)
-I-
(ARC480A8)
Daikin North America LLC,5151 San Felipe,Suite 500,Houston,TX,77056
Daikin City Generated Submittal Data www.daikinac.com www.daikincomfort.com
(Daikin's products are subject to continuous improvements.Daikin reserves the right to modify product design,specifications and information in this data sheet without notice and without
incurring any obligations)
Page 3 of 4
VDAIKIN
)
Submittal Data Sheet
2.0-Ton Wall Mounted Unit
FTX24NMVJURX24NMVJU
OUTDOOR UNIT DETAILS
Power Supply(V/Hz/Ph): 208-230/60/1 Compressor Type: Inverter •
Power Supply Connections: LI,L2,Ground Capacity Control Range(%): -
Min.Circuit Amps MCA(A): 18.30 Airflow Rate(H)(CFM): 2,101
Max Overcurrent Protection(MOP)(A): 20.00 Gas Pipe Connection(inch): 5/8
Max Starting Current MSC(A): Liquid Pipe Connection(inch): 1/4
Rated Load Amps RLA(A): 12.0 Sound Pressure(H)(dBA): 55
Dimensions(HxWxD)(in): 28-15/16 x 34-1/4 x 12-5/8 Sound Power Level(dBA):
Net Weight(Ib): 108
DIMENSIONAL DRAWING - OUTDOOR UNIT
HANDLE 9116(14) 34-1/4(870) ,-, 2:3/4(70)
114(7)_ 12-5/8(320) 73/18(30) BRAND NAME PLATE ELECTRIC WIRE INTAKE OUTDOOR AIR THERMISTOR •
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:3116(14.5) 718(23)
4-HOLES FOR FOUNDATION BOLTS .23 (604) 4 15116(125)
O'M70 _ 13-5/8(346). 7/16(11).
(INSTALLATION LEG
. PITCH)
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iz t I!. WALL HEIGHT ONJR OUTLET SIDE m
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GROUND TERMINAL ( ,Illi MINIMUM SPACE FOR AIR PASSAGE SSS THAN 47-ET(1200)
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• LIQUID 20-11/16(525)
--1111 ' (41//4STOP(+6.4) uT} DRAIN OUTLET r• 2;•
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8 2 1-15/16(50) ro. M 1-15/ 16(50).. I ,1 I 7517
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6-13/16(173) IN CASE OF REMOVING:
-STOP.VALVE COVER AND C:30092230
TERMINAL STRIP COVER
•
Daikin North America LLC,5151 San Felipe,Suite 500,Houston,TX,77056
Daikin City Generated Submittal Data www.daikinac.com www.daikincomfort.com
(Daikin's products are subject to continuous improvements.Daikin reserves the right to modify product design,specifications and information in this data sheet without notice and without
incurring any obligations)
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