APPROVED BLD BLD2024-1066+MECH PLANS+8.13.2024_10.38.47_AM+4437054BASE UNIT DIMENSIONS-48SDO42-060
1
N
[
0
1
W• W
W• W
.1.
I
�I
0
NWW W
p
W 1MW• W
REQUIRED CLEARANCES TO COMBUSTIBLE MATL
MILLIMETERS
[IN]
TOP OF UNIT.............................................355.6
114.001
DUCT SIDE OF UNIT.........................................50.8
12.001
SIDE OPPOSITE DUCTS.....................................355.E
114.001
BOTTOM OF UNIT .........................................
12.7 [0.50]
FLUE PANEL..............................................914A
136.001
NEC. REQUIRED CLEARANCES.
MILLIMETERS
[IN]
BETWEEN UNITS, POWER ENTRY SIDE ........................1066.8
[42.001
UNIT AND UNGROUNDED SURFACES, POWER
ENTRY SIDE
.......... 914.0 [36.00]
UNIT AND BLOCK OR CONCRETE WALLS AND
OTHER
GROUNDED SURFACES, POWER ENTRY SIDE....................1066.8
[42.001
1193.
-
1090.6
[d2. 941�
FIELD ENTRY
[47.00]9
SERVICE PORT
23,p
[0.9ll
[44.221
LEFT SIDE VIEW
402.0
[15.831
117.7
[4.631
87.2 -
13.431
1i3.831
REAR VIEW
REQUIRED CLEARANCE FOR OPERATION AND SERVICING
MILLIMETERS
[IN]
EVAP. COIL ACCESS SIDE .................................
94.0
[36
.00]
POWER ENTRY SIDE.......................................1066.8
[42.001
(EXCEPT FOR NEC REQUIREMENTS)
UNIT TOP.............................................1219.2
[48.001
SIDE OPPOSITE DUCTS.....................................914.0
[36.001
DUCT PANEL..............................................304.8
[12.001,
WMINIMUM DISTANCESA F UNIT IS PLACED LESS THAN 304.8 (12.001 FROM WALL
SYSTEM,THEN SYSTEM PERFORMANCE MAYBE COMPROMISED.
DIMENSIONS IN [] ARE IN INCHES
115.4
28.6[1.13I DIA. N.O.
POWER ENTRY
22.2[0.881 DIA. HOLE -
CONTROL ENTRY
A"
[14.823.8
] 4
2
dt]G
506.1
[19. 93]
397.1
Z
363.7
114.32I
I15.63]
[ I
258.7
[10.191
Oo.
I2. 7
1 .681
,2g.0
%
COMPRESSOR, BLOWER, GAS SECTION
46.6
[1.84]
12.95]
9 ELECTRICAL ACCESS PANEL
52.8
2.4
1226.3
[1.08I
2.85]
[48.28)
142.4
5.61]
FRONT VIEW
-12. 1[0.5.0
GAS ENTRY [0.20:
87.2
RIGHT SIDE VIEW 13.431
A07375
UNIT
ELECTRICAL
CHARACTERISTICS
UNIT WEIGHT
UNIT HEIGHT
IN. [MM]
`A"
CENTER OF GRAVITY
IN. [MM]
Ib
kg
X
Y
Z
48SDO42
208/230-1-60, 208/230-3-60, 460-3-60
450
204.1
40.98 [1041]
21.0 [533]
21.0 [533]
17.1 [434]
48SDO48
208/230-1-60, 208/230-3-60, 460-3-60
48
217.7
46.98 [1193]
21.0 [533]
20.0 [508]
17.4 [442]
48SDO60
208/230-1-60, 208/230-3-60, 460-3-60
484
219.5
46.98 [1193]
21.0 [533]
20.0 [508]
17.6 [447]
+(E) Economizer = 50lbs
(E) RTU
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
I
LOUVER PANEL
3-7/I6�
1 I6
[71.4] 111 I
5-15/16
14o4.81
e1
OUTDOOR COIL
INDOOR COIL.
2
150.81�
O o %
DRAIN OUTLET - � COMPAES SOR
3/74" [19.11N.P.T. I2-15/I6 PANEL
X 7/8" [22.2] DEEP [328.6] 3-II/I6
1 22.11 [93. 7]
LEFT SIDE VIEW
u 6-13/I6
3.01
rOP VIEW
000R colt
- 47
4-I/2
[1193.8]
[II4.3]
LOUVER PANEL
o• o•
LOWS
PANEL
d8-3/16
1224.01
FRONT VIEW
1-1/8" 128.61 DIA. N.
POWER ENTRY
ELECTRICAL
ACCESS PANEL
7/8" [22.2] DIA. HOLE
R
CONTROL ENTRY
[123.8]
A4-7/8
•E
21-7/
,J
[555.8
16-I/d •2•
1
[d12.]
I7-5/8
12-I/8
[447]
308.0
p 5-9/I6
1141.31
2
152.41-1/I6
I -13/I6
(N) RTU
APPROVED
NOTE: I. ALL TABLE DATA RELEVANT FOR ALL FACTORY INSTALLED OPTIONS EXCEPT ECONOMIZER.
2. - INDICATES ALL FIOP CODES FOR THE MODELS LISTED.
RWURED CLENVMCES TO CaeuSTELE NIATL
1111
TOP OF UNIT ................................
INCHES
14 [355. 61
DUCT SIDE OF UNIT... .................
2 150:81
SIDE OPPOSITE DUCT S. ................14
NIT ............................
BOTTOM OF UNIT:
L355.61
I/2 112. 7]
FLUE PANEL .................................
36 1914.41
NEC. RECURED CLEARANCES.
INCHES [MM1
NETWEEN UNITS, POWER ENTRY SIDE.............42
11066.81
UNIT AND UNGROUNDED SURFACES, POWER ENTRY
SIDE... 361414.01
UNIT AND BLOCK OR CONCRETE WALLS AND OTHER
GROUNDED SURFACES, POWER ENTRY SIDE.........
42 11066.81
R""AED CLEARANCE III OMTION AM SEAVICNG
INCHES IMM]
EVAP. COIL ACCESS SIDE....................36
[91d. 01
POWER ENTRY SIDE ..........................
(EXCEPT FOR NEC REOUTAEMENTSI
42 [1066.8]
UNIT TOP.
[1219. 2]
SIDE OPPOSITE DUCTS.......................36
[91d.0]
DUCT PANEL ................................
12 1304.81,
MINIMUM DISTANCES:IF UNIT IS PLACED LESS
THAN 12 1304.81
FROM WALL SYSTEM,THEN SYSTEM PERFORMANCE MAYBE COMPROMISED.
DIMENSIONS IN 11 ARE IN MM
LOUVER PANEL
5- 7/8
I d03.2]
O
1168.31
•8•
-
112" [12. 71 N, P,T 3/I6
GAS ENTRY 14.81
3-3/8
187.31
RIGHT SIDE VIEW
PLANS MUST BE
ON JOB SITE
LOUVER PANEL
SUPPLY RETURN
DUCT DUCT
OPENING OPENING
c
[3465 /181 13-718 �1
1352.41 4� [352.41
REAR VIEW
SD5900-4 A
24-099 Point Edwards Condos Edmonds - 4T RTU
ASCE 7-16 Chapter 11- Seismic Ground Motion Values
Conterminous 48 States
2016 ASCE 7 Standard
Latitude = 47.8043
Longitude =-122.3901
Data are based on a 0.05dea grid soacinQ
Mapped Spectral Acceleration Values
Spectral Response Accelerations
Design Spectral Response Accelerations
SMs=Fax Ss andSM1=FvxS1
SDs=2/3xSMS and SD1=2/3xSM1
Site Class B - Fa = 1.2 ,Fv = 1.0
Site Class D - Fa = 1.2 ,Fv = NA
Site Class D - Fa = 1.2 ,Fv = NA
Period Sa
Period Sa
Period Sa
(sec) (g)
(sec) (g)
(sec) (g)
0.2 1.284 (Ss, Site Class B)
0.2 1.54 (SMs, Site Class D)
0.2 1.027 (SDs, Site Class D)
1 0.451 (S1, Site Class B)
1 1 NA (SM1, Site Class D)
1 NA (SD1, Site Class D)
ASCE 7-10 Chapter 13 - Seismic Demands on Nonstructural Elements
Seismic design force
F _ 0.4apSDSWp 1+2z h Max Fp= 1.6SDsIpWp
p p p SIDS = Ip= 1.0
p (RP / I) ( /)
( Min FP = 0.3 SDS I W S 1.026667
Concurrent vertical force
Fp V _ ± 0.2 SIDS Wp
Mechanical Unit Wp ap RP Z h Fp min FP Fp,max Use FP Fp,V
HVAC RTU 550 lb 2.5 6.0 20.0 ft 20.0 ft 169 lb 282 lb 903 lb 282 lb 113 lb
Shear to be resisted by all anchors
Value of "0 lb" indicates that
Vbase = 0•7 Fp weight of unit is sufficient to
Shear per anchor
Mechanical Unit Vbase 4 anchors 6 anchors
HVAC RTU 198 lb F 49 lb 33 lb
Uplift to be resisted by each line of anchors
FLPIift = 0.7 (FP hcentroid / wbase,min t Fp v / 2) - 0.6 Wp / 2
Mechanical Unit wp Fp Fpv hcentroid wbase,min Fuplift
HVAC RTU 550 lb 282 Ib 113 Ib 30.0 in 44.0 in 9 lb
BARTLEY
PAW LAK
STRUCTURAL
=ENGINEERS
2021 IEBC 502.4
resist uplift due to
overturning moments.
Typical roof framing consists of joists at 24"oc.
Dead Load = 15 psf Snow Load = 25 psf (E) RTU = 500 Ibs (36psf)
(N) RTU = 542 Ibs (37psf)
Total load applied is < 5% additional weight of total gravity load to any framing member.
CALCULATIONS
City
Of Edmonds
Building Department
Work
MECH- RTU
Address
51 PINE ST #308
Owner
RICKER
Approved Date
8/19/2024
Building Official
�� Codntcr
Permit Number
BLD2024-1066
-----------------
BARTLEY
PAW LAK
STRUCTURAL
.ENGINEERS
2731 77th Ave SE, #100
Mercer Island, WA 98040
Phone:206.456.3071
Fax:206.456.3076
www.BP-SE.com
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REVISION
7/16/24
24-099
DATE
JOB #
TCB
FPP
DESIGN CHECKED
TCB AS NOTED
DRAWN SCALE
AHJ STAMP
RECEIVED
Aug 15 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SHEETTM-E
RTU FRAMING
STRUCTURAL
CALCULATIONS
SHEET NO.
CALCULATIONS
S-1