Specifications claw Sv.f a
STRUCTURAL CALCULATIONS
FOR
MODA PARTNERS, INC.
16100 SW 72nd AVE
PORTLAND, OR 97224
-- ROOF MECHANICAL EQUIPMENT --
‘.0 PRO,'
444 12,187 '
OR GON -`
✓O ✓G�Y 1 5, 1905 0
tiN \
NORV"
EXPIRES:12/31/20
Contents
Summary Si
Details A-F DI -D5
Gravity Calculations G 1 -G3
Lateral Calculations Ll -L2
Contact Person: John E Nordling,PE Enclosures El -E7
NORDLING Proj. No.: 20-204
MODA PARTNERS,INC.
STRUCTURAL CLEAN ROOM EXHAUST FANS
ENGINEERS, LLC PERLO CONSTRUCTION
6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2020 By: JEN Sheet No.: COVER
SUMMARY
2019 Oregon Structural Specialty Code
Wind 91 MPH (3 sec gust, YuLT) Exp B
Seismic Occupancy Catagory II
Site Class - D
Seisimic Design Catagory -
Ss = 0.854 Si = 0390
Sps = 0.660 Sri = 0.421
There are three new roof mounted mechanical units.
FCU-1 CU-1 (N) EF-3
DAL,4-0634-AO-6 DRCU-1134-5 FJC-308-5I
weight 900lbs weight 800lbs weight 150lbs
length 12' length 93' length 20'
width 48' width 48' width 14'
height 29.5' height 43' height 22' + Stack
NORDLING Proj. No.: 20-204
MODA PARTNERS,INC.
STRUCTURAL CLEAN ROOM EXHAUST FANS
ENGINEERS, LLC PERLO CONSTRUCTION
6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2020 By: JEN Sheet No.: SI
? T Q 0 0 0 0 0 0 Im II
1 1 1 1 1 1 1 1 1 1 ,
_, _i____
i-T—ii -- ��Iiiiii ® GUI
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II I I I JI I I I I I I 1
1 I I -- ---,'- I 1 -- I ,;--
tu
- ---I-- I -- I 1 - I I I
I ,--r+1
ROOF FRAMING PLAN
I II �(E) 4x16
I I
SPRING ISOLATOR EACH---- _.- II 1 I f
CORNER W/ I1z'4) M. BOLT —
(N) EI=-3 ' 1
I —
II II
(2) 3/8'4) x 3' LAG SCREWS II
EACH ISOLATOR 11 '''."1 I-ct NEW 4x8
;; ct ISOLATORS
11 ,JL I1 1
4x8 WI SIMPSON 'U46' "
EACH ENS I 11 11 1
t39 PROFFs
1 1 I LNG I NE€R �/0
(E) 4 I I
X16-� - I I __ �
. 12,167
,
0' GON '
OPLAN DETAIL I�OyJG<I' te, '' `+0
EXPIRES:12/31/20
NORDLING Proj. No.: 20-204
MODA PARTNERS,INC.
lo k
' STRUCTURAL CLEAN ROOM EXHAUST FANS
ENGINEERS, LLC PERLO CONSTRUCTION
6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2020 By: JEN Sheet No.: D1
0 0 r(E) 4x16 ABOVE
5.-,___-54'4, EACH CORNER LW
DLB NUT 4 JAMB NUT PER
MANUFACTURER
4x6 ABOVE-------,,
,,,,,----SUPPORT CHANNEL BY
DATA AIRE, INC. EACH SIDE
z FCU-1
IL
4x6 ABOVE
r_
•
o- .._.._ r(E) 4x16 ABOVE
ii -Li ,I;
u Li
n 12ga SPLAY WIRE FROM BOTTOM OF THREADED ROD TO TOP OF THREADED ROD,
EACH WAY, EACH SIDE.
❑2 UNISTRUT "P1000' BRACE EACH SIDE.
n 134.x1114. LVL EACH SIDE (E) 4x16 PURLIN, SEE O s� D PRaF 1
`�`�NG I N EFFsfia
12,167 / o
Al -REGO
O-.
ELAN DETAIL -04,4, ' NOW.-
EXPIRES: 12/31/20
NORDLING Proj. No.: 20-204
MODA PARTNERS,INC.
STRUCTURAL CLEAN ROOM EXHAUST FANS
1 ENGINEERS, LLC PERLO CONSTRUCTION
6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2020 By: JEN Sheet No.: D2
0
n n n tYP n (E) 4x16
1 , ,
____4
_________t1
„ --- EF- . ----FT- - --------II ----- •----
1 `- 1- I 1
ii ii
II I 1
II 1 1
II II II
11 CU-1 11
II
1 1
1 II
ii ri 1 , ii ii iI
1 11
1
I
-- - -
FT
14
U : , — � , ---4 --4
4x16
U U U U , ,
01 ANCHOR EACH LEG W/ (2) 5/0, x 4' LAG SCREWS TO FRAMING BELOW.
E 134x11-/a LVL EACH SIDE (E) 4x16 PURLIN, SEE ®
S�RU C T URA 4
���D PROFFsf%
12,187
44
OREGON 0
JCY 0�
ED) PLAN DETAIL
-0G ' +0\
F. NOR��
EXPIRES:12/31/20
NORDLING Proj. No.: 20-204
MODA PARTNERS,INC.
' -----5 STRUCTURAL CLEAN ROOM EXHAUST FANS
ENGINEERS, LLC PERLO CONSTRUCTION
6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2020 By:JEN Sheet No.: D3
----Fr—• _ram -- _ - -- r -= _ -
IL
-NUT TOP 4 BOTTOM ",..-.'
'L-4x6 W/ SIMPSON 'U46' SEE SEE
a-24
EACH END O
5%8'P THREADED ROD
EACH CORNER PER
MANUFACTURER
r_FCU-1
0 0
1 MAX r
ii
wv
SUPPLIED SUPPORT
CHANNEL
•
n UNISTRUT 'P1000' BRACE W/ UNISTRUT 'P1546' EACH END. ATTACH TO (E) FRAMING
WI 34'0 x 2' LAG SCREW TO (E) FRAMING ABOVE.
tx6
ga SPLAY WIRE EACH
` • AY, EACH SIDE.
%• ,'` CU-1
% •\ •
' UPPLIED SUPPORT
CHANNEL ,OD PROFFsfjO
0cv 12,187
r
•-EGON A
0 '}�J 'b
✓ TJ�IJAB ILE vQ ✓GAY 15• ,90 \CI
tiN E. NO1i63 \
EXPIRES: 12/31/20
NORDLING Proj. No.: 20-204
MODA PARTNERS,INC.
5.ir STRUCTURAL CLEAN ROOM EXHAUST FANS
ENGINEERS, LLC PERLO CONSTRUCTION
6775 SW with,Since 200•Beaverton OR,97008 Date: SEP 2020 By: JEN Sheet No.: D4
r LEG
(2) 3/e,',0 LAG SCREWS
EACH LEG, 2' EMSED
LEVELING CURS AS INTO 4x6
REQ'D�
�T` N
LvL TIGHT TO 4x6 �4x6 FLAT DIRECTLY SIMPSON 11-431 ,
UNDER LEG SUPPORT EACH END
.�--� (E)
—FULL LENGTH 14x111' LVL EACH SIDE (E) 4x16 PURLIN W/ TWO ROWS 14 '0 x 31/2'
SIMPSON 'SIDS' SCREWS 624' o/c STAGGERED (12' NET SPACING), TYP.
CONNECT TO (E) GL GIRDER W/ SIMPSON 'L70' EACH END.
S.okucTURg4
�g.D PROFFs�/o
12,187/ '
` 't
REGON
0 DETAIL VO ✓GAY 15, 199� 49
tiN E. NOR°\'\
EXPIRES: 12/31/20
NORDLING Proj. No,: 20-204
MODA PARTNERS,INC.
STRUCTURAL CLEAN ROOM EXHAUST FANS
ENGINEERS, LLC PERLO CONSTRUCTION
6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2020 By: JEN Sheet No.: D5
,
0
I
FCU-1
900M 1 GU-1
800*
14.4'
/ 1 21.4'
1 I 24.1'
i
8.01'
j j , '
1
' i (N) EF-3
150* I
1 1
NORDLING Proj. No.: 20-204
STRUCTURAL CLEAN ROOM EXHAUSTS FANS
ENGINEERS, LLC PERLO CONSTRUCTION
6775 SW 111th,Suite 200.Beaverton OR,97008 Date: SEP 2020 By:JEN Sheet No.: G1
A (E) 4x16 DF-L *1 5 (E) 4x16 DF-L "1 O FCU-1 SUPPORT
circa 1915/pre(S6)
PSF PSF PSF PSF PSF PSF
DL LL TW DL LL TW DL LL Tit/
S 25 8'-0' o/c S 25 8'-0' o/c 8 25 24' o/c
ROOFING 2.0 per PLL 225 Ibs
SHEATHING LS psf 900 lbs /4
INSUL 1$psf
2x4 e24' 0.1 psf
MISC 2.0 psf
1312)psf
+SELF WI
P P P
W W W
111I111MIIIIMINI11111111 11111 11111
A A A A A ' A
m •
r
24.1' f 24.1' 8'-0' I
RS 4x16(86) DF-L#1(86) RS 4x16(86) DF-L#1 (86) 2x6 DF-LNo.2
R1 R2 R1 R2 R1 R2
RDL 933 933 RDL 933 933 RDL 64 64
LL 2,410 2,410 LL 2,510 2,460 LL 425 425
it, 3,343 3,343 m 3,444 3,393 TL 489 489
brgL 1.48" 1.48" brgL 1.52" 1.50" brgL 0.52" 0.52"
V MAX 3,343 lbs Self Wt V MAX 3,444 lbs Self Wt V MAX 489 lbs
M MAX 20,143 ft-lbs 13.45 plf M MAX 20,743 ft-lbs 13.45 plf M MAX 753 ft-lbs
V (d) 2,982 lbs V (d) 3,082 lbs V (d) 459 lbs
fv 79 < 207 psi fv 82 < 207 psi fv 83 < 207 psi
fb 1,639 < 1,725 psi fb 1,688 < 1,725 psi fb 1,195 < 1,547 psi
Si Si Si
A DL -0.28 A DL -0.28 A DL -0.04
ALL -0.73 A LL -0.76 A LL - -0.23 M
L/395 L/379 L/417
ok ok ok
Am -1.02 Am -1.05 An -0.27
L/285 L/276 L/350
1 CR 1.001 CL 1.00 CR 1.00 CL 1.00 CR 1.15 CL 1.00
CD 1.15 Cf 1.00 CD 1.15 Cf 1.00 CD 1.15 Cf 1.30
NORDLING Proj. No.: 20-204
STRUCTURAL ROOM EXHAUST FANS
MODA PARTNERS,INC.
CLEAN
J ENGINEERS, LLC PERLO CONSTRUCTION
5775 SW 111th,Suite 200•Beaverton OR.97008 Date: SEP 2020 By: JEN Sheet No.: G2
(E) 4xI6 DF-L *1
F'SF F'SF
Beam#1 Beam#2
DL LL TW RS 4x16(86) (2)LVL 11/4 x 11.875
DF-L No.2 LVL 1.9 E
S 25 81-01 O/C E(ksi) 1,600 1,900
I(in4) 1152 488
Total 2,771,756
f FCU 450 lbs %Load 0.665 0.335
900 lbs /2
RI R2
PCU 40 Iba RDL 685 685
800 lbs /2 LL 2,303 2,827
n. 2,988 3,512
brg L 1.32" 1.55"
✓ MAX 3,512 lbs
M MAX 16,903 ft-lbs
✓ (d) 2,768 lbs
FFCU FL Main Member
fit 49 < 207 psi
UJ
fv 73 < 207 psi
lb 915 < 1,035 psi
d A
Reinforceing Member
241' fv 33 < 328 psi
lb 826 < 2,990 psi
Si
ADL -0.11
RS 4x16(86) DF-L#1 (86) ALL -0.39
R1 R2 L/653
RDL 933 933 ok
LL 2,629 2,991 A m -0.50
rL 3,562 3,924 L/511
brg L 1.57" 1.73"
✓ MAX 3,924 lbs se►f Wt CR 1.00 1.___
CL 1.00
M MAX 22,866 ft-lbs 13.45 plf Co 1.15 Cf 1.00
✓ (d) 3,563 lbs
fv 94 < 207 psi REINFORCE (E) 4xI6 UJ/
lb 1,860 > 1,725 psi 134x1114$ LVL EACH SIDE
51
A Di. -0.28
A LL -0.86
L/335
ng
A m -1.15
L/252
CR 1.00 CL 1.00
CD 1.15 i Cf 1.00
NORDLING Proj. No.: 20-204
STRUCTURAL
MODA PARTNERS, INC.
CLEAN ROOM EXHAUST FANS
ENGINEERS, LLC PERLO CONSTRUCTION
6775 SW 111th.Suite 200•Beaverton OR,97008 Date: SEP 2020 By: JEN Sheet No.: G3
ASCE 7.10 Standard Roof Top Mech Unit
Location 45°24' 14.41" N Ss and Si=Mapped Spectral Acceleration Values
122°44'55.84" W 16100 SW 72nd Ave,Tigard OR 97224
Ground Motion Ss 0.854 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 0.989
Sivn * Si 0.632
Design Category(SDC) D
SDS (2/3)SMs 0.660
SDI (2/3)SNu 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 O,4.a •SDS •IP (1+2. Z\•W FpMAX= 1.6 SDS IP WP
p RP h P = 1.06 WP->* 0 0.739
z= 20.0 ft ASD
FP= 0.33 WP->* 0.7 0.231 Eq= 0.262W+0.2 SDS W
• W :Weight of Unit
z= 24.0 ft
FP= 0.37 WP->* 0.7 0.262
ASCE 7.10 Wind Force Standard Roof Top Mech Unit
Wind Speed: 97 mph Exposure : B
Height of Structure 20'-0" assume Af<0.1 Bf::Force increase factor x=1.9
qz: 15.19 psf kz: 0.70
Unit Weight 800 lbs Gust: 0.85 Ka: 0.90
Unit Height 17" Cf: 1.30 Kn : 1.00
Unit Length 93" x: 1.9
Unit Width 32"
Curb Height 20" WP: 31.9 psf
P: 210 lbs-ASD
T= 210 lbs * (20" +17"/2)/32"
- 0.6* 800 lbs/2
-53 lbs [O Net Uplift
NORDLING Proj. No.: 20-204
•
MODA PARTNERS,INC.
STRUCTURAL CLEAN ROOM EXHAUST FANS
ENGINEERS, LLC PERLO CONSTRUCTION
6775 SW filth,Suite 200•Beaverton OR,97008 Date: SEP 2020 By: JEN Sheet No.: L1
04104,11Gl AO
` 72. Height 17" Weight 800 lbs
¢---""-`" .,, Length 93" CU-1
'� ,6 Width 32"
t \` / N 43e0(2)PLCS Curb 20
II' ,d�\ c S7 1 i /-32 W WLV.STE0.
y���d9��4 h y,� , �`•/ FORMED CHANNEL
K� ' ,i= `mil ,\4.60
J.
ii - I I /:' ro N VEQ= 0.262* 800 lbs+0.2* 0.660* 800 lbs
II
.' ---,Ii • II IIIII � \ = 209 lbs +106 lbs
' r A r` i- .-- 3/I"SUCNON LME `y
E1EL0 t@mEeOOU .., T= 209 lbs * (20"+ 17"/2)/32"
\, \i•/ TYPICAL AIOUNNNG HOLE PATTERN
` y \ _ ?/].LIOUiO U"E PEP.LEG
+ 106 lbs/2
ATTACH EACH LEG W/ - 0.6* 800 lbs/2
(2) 343'0 LACE SCREWS = -1 lbs [O Net Uplift I
V= 209 lbs
Height 22" Weight 150 lbs
Length 20" EF-E
it SHIPPING:<t�iT Width 14"
r
• ��' \ I f VEQ= 0.262* 150 lbs+0.2* 0.660* 150 lbs
'a•, = 39 lbs+20 lbs
etc
T= 39 lbs * (22"/2)/ 14"
+ 20 lbs/2
,rt^.,
- 0.6* 150 lbs /2
ATTACH EACH ISOLATOR W/ = 4 lbs [0 Net Uplift]
(2) 343'4) LAG SCREWS
V= 39 lbs
MA" "-1\ i Height 29.5" Weight 800 lbs
REtOV.V:?IC[O tLGRAIS£
(3 3c%IR CCIIPC11!"ACCESS
ExTER`NL MIER ., '' IT..MAE,OC_TII SIM
ROR ON fJIERGY .,,. ...- ,\ J/ Length 72" FU-1
SAKR UNI?
`' 1 Width 48"
t
\ VEQ= 0.200* 800 lbs +0.2* 0.660* 800 lbs
L h = 1601bs+106 lbs
".y%Y -...iL�C�+CRNPRf:E1
s Y' ARHEL.FIELD` T= 160 lbs *(30"/2)/48"
PNYVOCD OR AYARARI F, \ RECMaXflDED CLEARuiCE Cr 1I
FROM FS,PPE AS AN - `2.eX 36'FOR El FORMAL OOX + 106 lbs/2
fFEKYI.SPIPPER LOOSE.
SEE CETAIL-A- ALCM.
- 0.6* 800 lbs/2
THREADED ROD EACH CORNER, = -138 lbs [0 Net Uplift]
BRACE W/ 12ga SPLAY WIRE EACH WAY
V= 1601bs
NORDLING Proj. No.: 20-204
MODA PARTNERS, INC,
1 /4 , irli, STRUCTURAL CLEAN ROOM EXHAUST FANS
ENGINEERS, LLC PERLO CONSTRUCTION
6775 SW 111th,Suite 200•Beaverton OR,97008 Date: SEP 2020 By:JEN Sheet No.: L2
LCS Units
Typical Mounting
EVAPORATOR
RETURN AIR
RECOMMENDED CLEARANCE
EXTERNAL FILTER OF 36" FOR COMPONENT ACCESS
BOX ON ENERGY -�,00 I TYPICAL, BOTH SIDES
...„..,..z
SAVER UNIT
,,.... ..------:
50
T._
i
,--.,--,,- ,,,,:--' SEE DETAIL -E-
I
\'.1.., EVAPORATOR AIR
�. DISCHARGE
•
SUPPORT CHANNEL, FIELD
PROVIDED OR AVAILABLE
FROM FACTORY AS AN RECOMMENDED CLEARANCE OF
OPTION, SHIPPED LOOSE. 24"X 36" FOR ELECTRICAL BOX
SEE DETAIL -A-- ACCESS.
SEE DETAIL -B-
NBRATIONP IAJL-C- `
SEE DETAIL-C-
C,l=1
�
NOTE: tiii i0
1.UNIT MUST BE LEVEL WHEN INSTALLATION
ri
IS COMPLETE.
8=ADD AN ADDITIONAL 4 1/2-FOR ,;10.1'LONG
ENERGY SAVER UNITS
(FIELD PROVIDED)
DETAIL -E-
LARGE CEILING UNIT
11/16 DIAMETER TABS FOR LOCATING AND
HOLE SHIFT PREVENTION TYPICAL MOUNTING FOR
/ SEE DETAIL-D- HR8011• FAH �/qal�"T� ✓.'�2j 6-13 TON
5 ,( TAB WELDED SO \,, 1
I SUPPORT WE DEDNTO T�.�
3 PLACESYPICAL - _ - „;/j r5 / DATA AIRE INC.
T
'-==�i' DIAMETER A CONSTRUCTION SPEOALTES INC.Company
R?Ft. s 'r��, SUPPO` CHANN L D�4
2 PLACES DRAWN NY: E.DIAZ SCALE 1115
4c .y, - 0118E.7fi1980 Y'I /1, CMECNED BY; 5361 36900001
J/ DATE: 7-22-96 SNT. 1 OF1
_ SUPPORT CHANNEL " VIBRATION PAO,
FABRICATIONOR FACTORY PROVIOEO• �S1p GP *FIELD ORFACTOBRY ER PROVIDED* MATERIAL: P/S NONE
'FIELD D SUPPORT CHANNEL
TAB PART OF
DETAIL -A- DETAIL -B- DETAIL -C- DETAIL -D- 536-900-001
•
PART NO.
36
et
dataair
Precise by Design
Prepared on: September 17,2020 Updated on:
Project: Moda Clean Room
Worksheet:
Evaporator Section FCU 1
DALA-0634-AO-S LARGE CEILING AIR 6TON 3 PH 460 V SINGLE W/DRCU
Evap.Tag#: EVAP-1
Quantity: 1
Voltage: 460
Phase: 3
Hertz: 60
Cabinet Data:
Configuration: Ceiling Mounted
Depth(in.): 48.00
Length(in.): 72.00
Height(in.): 29.50
Shipping Weight(lbs): 900
Entering Air Conditions: Entering Air DB(°F): 75.0
Entering Air WB(°F): 61.0
Relative Humidity(%): 45.0
Altitude(ft): 0
i rator Coil
Face Area(sq ft): 12.20
• Face Velocity(ft/min) 188.5 See previous page for rating
Rows: 3 at 1.5 ESP, 2270 CFM
Fins per(in.): 12.0
pe: Aluminum
Calculated Data
Gross Total Ca•'. (Btu/hr): 75,500
Gross Sensible Capacity : r): 62,990
Net Total Capacity(Btu/hr): 70,410
Net Sensible Capacity(Btu/hr): 7,900
Air Out Dry Bulb(°F): 51.5
Air Out Wet Bulb(°F): 49.5
*Net Coil Capacity equals gross capacity minus motor heat.
Evaporator Blower: CFM: 2,300 j•
ESP(inch of water): 0.50
Motor Horsepower: 2.0
Motor FLA: 2.9
Motor Quantity: 1
Blower Quantity: 1
Air Flow: Standard
Humidifier: Type: Steam Generator
Capacity in(Lbs/hr): 30.0
kW: 10.2
Reheat: Type: Electric
Capacity(BTU/hr): 51,200
kW: 15.0
Page 2/8
r ;-_LI
NOTES: REVISIONS
REV DESCRIPTION DATE BY FROM
1. FACTORY RECOMMENDED CLEARANCES ARE 36" [914.00] L CORRECTED PIPING
OF OPEN SPACE AT THE FRONT AND SIDES OF THE UNIT, CHART/LINE SIZING 05-22-19 RK DM
WHICH ARE MINIMUM CLEARANCES REQUIRED. CONSULT
LOCAL BUILDING CODES AND NEC REQUIREMENTS FOR
ADDITIONAL CLEARANCE REQUIREMENTS. 25.50" [648.00)X 70.00'
2. ALL UNIT DIMENSIONS ARE IN INCH [mm] FORMAT, [1778.00] OPENING
28.25 13.38
2.00 --"-• [718.00]-[340.00]
BLOWER [- [51.00]
EVAPORATOR COIL 1
BLOWER MOTOR W/ADJUSTABLE BASE PLATE 1" [25.40] DUCT
(NOT VISIBLE BEHIND ELECTRICAL BOX) f FLANGE CONNECTION
16.00 16" [406.00] X 13.38"
[406.00] [340.00]
1
oo�� Gl; RETURN AIR
/4 [25.40] DUCT
� , 'int, \ FLANGE CONNECTION
25.50• [648.00]X cr
In, 70.00" [1778.00]
IIIIIII, Aksi CONDENSATE DRAIN LINE 1 uuum. OPENING
uuum
ni, 3/4 FNPT
m,
❑, uum
/i, IiIIIIIII "111,iliii+1 DETAIL -A-
FRONT VIEW
,��'I ii»,. FILTER-5- [616" [406.00]" X
2/�1� \ 20] X 4"
•\ \ �, J 50 [102.00] REQUIRED
- 29.00] FILTER- 20" [508.00] X
� p �N. 1149.U
k9' 25" [635.00]X 4'
/ �\ O ��- [102.00] 2 REQUIRED
kiwi .
..NN4\\\1. Me [l ,- k
1�\��� • LIQUID LINE
FRONT VIEW ei' --$ �I1��® /., (DUAL CIRCUIT ONLY) SEE
SEE DETAIL -A- cb✓ I SUCTION LINE CHART
-,(,DUAL CIRCUIT ONLY)-FOR FIELD
\/ ' IQLIIS,,LINE CONNECTION
SIZES
SOMIONtiNE, _ DALA-XXXX-AO AIR COOLED
ELECTRICAL INDOOR EVAPORATOR SECTION
HING6 - 13 TON
BOX OPTIONAL STEAM- ELECTRIC REHEAT PIPING CHART
GENERATOR HUMIDIFIER UNIT MODEL LIQUID SUCTION
SIZE TYPE LINE LINE dataaire
AIR COOLED INDOOR EVAPORATOR A
6 T01,7.SINGLE 5/8" 15.88 O.D. 1 1/8" [28.58 O.D. DRAWN BY: ACROSS SCALE: NONE
(SHOWN WITHOUT PANELS) DUAL 1/2" [12.70] 0.D. 7/8" [22.231 O.D. CHECKED BY: RVILLARREAL SH 1 OF 1
8 TON SINGLE 5/8" 15.88 0.D. 1 3/8" 34.93 O.D. DATE: 06-28-05 REV L
DUAL 1/2" '12.70f 0.D. 7/8" "22.23` 0• .0.
10 TON SINGLE 5/8" 15.88 0• .D. 1 3/8" 34.93 O• .D.
DUAL 1/2" '12.70" O• .D. 1 1/8" '28.58 O.D. PART OF
SINGLE 7/8" -22.23 O.D. 1 3/8" [34.93 O.D. 536-900-005
C9 Copyright2005 Data Aire,Inc. 13 TON DUAL 5/8" '15.88 O• .D. 1 1/8" 28.58 O• .D. DWG NO.
V)
414
EVAP-1 - DALA-0634-AO-S Page 6/8
•
data ai re
cu_ti Precise by Design
Prepared on: September 17,2020 Updated on:
Remote Condensing Unit
Model#: DRCU-1134-S
OUTDOOR CONDENSING SINGLE COMPRESSOR UNIT 11 TON 3 PH 460 V
HE Tag#: CU-1
Qty: 1
Ambient: 105
Altitude(ft): 0
Voltage: 460
Phase: 3
Electrical Section FLA: 15.1
MCA: 18.0
MOP: 25.0
Compressor:
Type: Scroll
Number: 1
Refrigerant Type: REFRIGERANT,R-410A
FLA: 11.5
Connection Sizes
Liquid(in.Nom.): 5/8
Suction(in.Nom.): 1-'/s
Condenser Fan
Num Of Motors: 2
Number Of Fans: 2
HP 0.75
Motor FLA: 1.80
CFM: 10,400
RPM: 1,075
Total Motors FLA: 3.60
Dimensions
Depth(in.): 93.0
Length(in.): 48.2
Height(in.): 43.0
Weit ht
Shipping Weight(Ibs): 840
Remote Condensing Unit Accessories
Model Number: DRCU-1134-S
Tag Number: CU-1
Qy Option Description
1 OPT-6549 Single Scroll Compressor
1 OPT-5221 3 Phase
1 OPT-5063 Voltage 460V
1 OPT-7936 Thru-Door Disc Switch 0-30 amp
1 OPT-5960 Ambient 105
1 OPT-6734DRCU Hot Gas Bypass qty 1
1 OPT-5823 CIRCUIT-SINGLE
1 OPT-5907 Condenser Coil
1 OPT-6026 Refrigerant R-410A
1 OPT-5295 42 Mth,Extended Scroll Compressor Warranty,Single 6-13T
Pape 4/8
•
Data Aire, Inc.
Remote Condensing Unit with Dual Scroll CompressorsDG
DRCU 11, 15, 17, 21, 24 and 28
DATA AIRE INC.
U-1
DISCHARGE AIR
CLEARANCE HEIGHT
MINIMUM 72"
4".........--->'''''\, K.,,........
/- Fs
,,,,S-----K., -
0 I.' ,.,..- ,4-.'‘...... r'''''''>>..,
��, ,b,&„....7.< ` � ir ).*.....„..._:,:„.
' ......<'''0:) �
-s-<, 1111i;gg....0. 9 , -..., 3),.
ELECTRICAL BOX - �.
SEE DETAIL -A-�A '
r ,A.
/'
- 1 1 /'
a
Cc'' 3/4" SUCTION LINE
FIELD CONNECTION _
\ \ / �_ 1/2" LIQUID LINE
`� �' v 5`? FIELD CONNECTION
COMPRESSOR HOUSING \`�
SEE DETAIL -A- -
LOW VOLTAGE WIRAG DETAIL —A— oPnoNAL RECOMMENDED CLEARANCE FOR ELECTRICAL
RELD CONNECTION DISCONNECT AND COMPONENT ACCESS TO BE 36".
l SWITCH CLEARANCE FOR ALL OTHER SIDES TO BE 24".
\\ TERMINAL BLOCK!
0 Ell ® ELECTRICAL BOX!
SUPPLY VOLTAGE
FIELD CO NECTION
UMBER
..L.
912 MODEL NO. OPERATING WEIGHT OF FANS
/ '' _ _ 6.5
/// } I I DRCU 11 2
!COMPRESSORS DRCU 15 810 LBS 2
} DRCU 17 820 LBS 2
DRCU 21 950 LBS 3
DRCU 24 1020 LBS 3
4380 (2)PLCS. DRCU 28 1030 LBS 3
-.-...., 12 GA GALV. STEEL
•
FORMED CHANNEL
32'19
\'�� ` '`�8 NvtN11 ert E. DIAZ L"�`6-20-03 DATA AIRS INC.23°A.OWERIDCE AVE
33 �.\ D185 /1 •ORANGE,CALIFDRNIA 92885
--_------_----
118
- ore9NER fa "' 1=19 INr. ;sxm 1 0 1
1 E DRCU 11,15,17,21,24 & 28 REMOTE
-,-?_., CONDENSING UNIT W/DUAL
TYPICAL MOUNTING HOLE PATTERN 7.5-12.5 TON SCROLL COMPRESSORS
NIXY ASSFMYY USED ON IN( FILE NO. MONO No. REY.
PER LEG APPLICATION SL DRCU5D130_CDRCU-500-13 C
ES
44.
�GREENHECK Printed Date: 09/10/2020
Job: Hood Fan
Building Value in Air. Mark: LH E F
Model: FJC-308-BI
Model: FJC-308-BI Centrifugal Utility Fume Exhaust Fan
O 13.23 43 Ibis, 44 Ibs
INLET OD pp4r1 C
ANA 6.96
mom •.96
INLET CONNECTION 00.56 3 L-��3'5
4 Holes 1
19.68
I
GUY WIRES BY OTHERS WITH GUY WIRES BY OTHERS WITH
SELECTED TIE DOWN POINTS SELECTED TIE DOWN POINTS
62.25
90.20
WEATHERHOOD
SHIPPING SPLIT
7.18 I i
14.77
6.00 1 DRAIN
END VIEW
20.30
SIDE VIEW
'SIDE VIEW IS VIEWED FROM DRIVE SIDE
'FANS ARE SUBJECT TO 2.125 INCH TOLERANCE
'DUE TO CONTINUAL IMPROVEMENTS DIMENSIONS MAY CHANGE
Notes:All dimensions shown are in units of in.
Generated by:chessick@johnsonair.com
CAPS 4.33.970 A:\ChrisHessick\Hood Fan.gfcj Page 4'
fGREENHECK Printed Date: 09/10/2020
Job: Hood Fan
Building Value in Air. Mark: LHEF
Model: FJC-308-BI
Isolators
Type: Spring, Restrained, 1 Inch
Standard Construction Features:
Designed for horizontal and vertical restraint. Housings can be bolted
or welded to supporting structure. Housings may be used for blocking during
installation. Springs are color coded or identified to indicate load capacity.
Neoprene pad for noise reduction.
Fan Configuration
Model: FJC-308-BI Discharge Position: UB
Arrangement: 10 Class: -
Rotation: CW Motor Frame Size: 56
Motor Position: Centered Isolator/Deflection: Spring, Restrained, 1 Inch
Isolator Color A: Green Isolator Color B: Green
Isolator Color C: Green Isolator Color D: Green
00.44
---- e_ 3
1
00.5BOLT
In,
3-AXIS NEOPRENE
SNUBBER
1®1
0 6
OPERATING
HEIGHT
NEOPRENE PAD
MIS
0.38�
5.93
7.31
Notes:All dimensions shown are in units of in.
**Isolator dimensions may vary with all aluminum,aluminum airstream,or Spark A construction,
external inlet vane damper or with an outlet damper accessory.Consult factory for details.
Generated by:chessick@johnsonair.com
CAPS 4.33.970 A:\ChrisHessick\Hood Fan.gfcj Page E
l