APPROVED BLD BLD2024-1050+MECH PLANS+8.13.2024_10.30.26_AM+4436999BASE UNIT DIMENSIONS-48SDO42-060
355.8 355.8
86.0 [14. 01] [1]
[3.39] -W 3[142.7
3.49]
10.4 RETURN SUPPLY 12.111 .. IJ
/'----
IIII OPTIONAL OPTIONAL I�
III RETURN SUPPLY IIII
[�6.01] IIII AIR
OPENING �` OPENING IIII
IIII I �I I
IIII
_---JIII
III III
II III
III III
rr
OUTDOOR COIL III ®\�)® III �83.171
III
III
• Y I
IF _ _i�i 113.5
_ ------------_- [6.831
INDOOR COIL � 3
TOP VIEW UTDOOR COIL
REQUIRED CLEARANCES TO COMBUSTIBLE MATL.
MILLIMETERS [IN]
TOP OF UNIT.............................................355.6 114.001
DUCT SIDE OF UNIT.........................................50.8 12.00]
SIDE OPPOSITE DUCTS.....................................355.6 [14.00I
BOTTOM OF UNIT .......................................... 12.7 10.50]
FLUE PANEL..............................................914.4 136.00
NEC. REQUIRED CLEARANCES.
MILLIMETERS [IN]
BETWEEN UNITS, POWER ENTRY SIDE........... 1066.8 [42.00]
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
1193.9
1090.E I47.00]
[42.94]
FIELD ENTRY
SERVICE POAT� [0. 91]
402.0
[15.831
81.2
[3.43
113.831 M A31
REAR VIEW
REQUIRED CLEARANCE FOR OPERATION AND SERVICING
MILLIMETERS
[IN I
EVAP. COIL ACCESS SIDE..................................94.0
136
.00
POWER ENTRY SIDE.......................................1066.8
[42.001
(EXCEPT FOR NEC REQUIREMENTS
UNIT TOP...............................................1219.2
[48.001
SIDE OPPOSITE DUCTS.....................................914.0
136.001
DUCT PANEL..............................................304.8
[12.00]=
*MINIMUM DISTANCESA F UNIT IS PLACED LESS THAN 304.8 112.001 FROM WALL
SYSTEM,THEN SYSTEM PERFORMANCE MAYBE COMPROMISED.
DIMENSIONS IN 11 ARE IN INCHES
n s.4
28.6[1.131 DIA. N.0
POWER ENTR
22.2[0.88I DIA. HOLE
CONTROL ENTRY
" [123.8
d.8d]
620.2 ��
124. 411 CG III
506.1
[19. 93]
391.1
2 [15.631
• 363.1 258.1 ®`
[14. 321 [10.19]
DRAIN OUTLET 42.7 X
1'YN "8' N.P.T. [1.681 46.E
X 22. 0[0.87] DEEP COMPRES
329.0 SO, BLOWER, GAS SECTION [1.84]
[12.95] d ELRECTRICAL ACCESS PANEL 52 8
72.1 1226.3 [2.081
1123.1 [2.85I [d8.28] 142,4
[44.M [5.61I
LEFT SIDE VIEW FRONT VIEW
-12.7[0.5I N.P.T. 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
480
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
48;J
219.5
46.98 [1193]
21.0 [533]
20.0 [508]
17.6 [447]
(E) RTU
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
3
187.31
2-13/I6
[71.4] 111 I
514o4-I5/e1I6
.
LW
OUTDOOR COIL
INDOOR COIL
2
50.81�
LOUVER PANEL
O L-
DAAIN OUTLET COMPAES SOR
3/4" [19.11N.P.T. I2-IS/I6 PANEL
X 7/8" [22.2] DEEP 3-11/I6
[�122/41 193.71
LEFT SIDE VIEW
U 6113.1E
3.01
rOP VIEW
000R co1L
47
4-1/2
(1193.8]
[II4.31
LOUVER PANEL
O O •
LOWE
PANEL
d8-3/16
11224.01
FRONT VIEW
1-111" 121,'1 DIA. K.
POWER ENTRY
ELECTRICAL
ACCESS PANEL
R
7/8" [22.21 DIA. HOLE
•®
CONTROL ENTRY
4-7/a
[123.8]
,J
[555.6]
1-1/d 1] .2.
6
[d12.
I7-5/8
12-1/8
[447.
7] 308.0
R 9.
1.1E
T%31
211.1E
52.41
I-13/I6
146.0]
(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.
RWIAIED CLEAEANDE6 TO Ca IXISTELE MATL.
INCHES IMMI
TOP OF UNIT ................................
Id [355.
DUCT SIDE OF UNIT... .................
B1
2 [50.8]
SIDE OPPOSITE DUCT S. ................14
BOTTOM OF UNIT ............................I/2
[355.6]
FLUE PANEL .................................
36 1914.41
NEC. REQUIRED CLEARANCE&
INCHES [NM]
NETWEEN 'NOW ENTRY SIDE...I
ENTN....42
UNIT AND UNGROUNDED SURFACES, POWER ENTRY
..31 I4
SIDE...36[91d.01
UNIT AND BLOCK OR CONCRETE WALLS AND OTHER
GROUNDED SURFACES, POWER ENTRY SIDE.........
42 11066.81
r8" LLEMANLE III OMT10N AM SEAVICNG
INCHES IMM]
EVAP. COIL ACCESS SIDE....................36
[911:11
POWER ENTRY SIDE ..........................
(EXCEPT FOA NEC REOUTAEMENTSI
42 [1066.8]
UNIT TOP ..................................
48 [1219. 21
SIDE OPPOSITE DUCTS .......................
36 [91/.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 MIN
LOUVER PANEL
15-7/8
403.21
L
6-5/8
O
1168.31
•8•
-
1/2" [1.71 N, I 3/I6
GAS ENTR2Y [4 8]
3-3/e
87. 31
RIGHT SIDE VIEW
PLANS MUST BE
ON JOB SITE
LOUVER PANEL
SUPPLY HE UAN
DUCT DUCT
OPENING OPENING
110
11-
13-7/B _J [3465 /181 13-7/8 �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 Rrid soacinR
Mapped Spectral Acceleration Values
Spectral Response Accelerations
Design Spectral Response Accelerations
SMs=FaxSsandSM1 FvxS1
SDs=2/3XSMSand 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 _ 0.4 ap Sps Wp 1 + 2 z h Max FP = 1.6 SD5 1p Wp Ip = 1.0
p R I) ( /) Min F= 0.3 S I W S 1.026667
( p/ p p DS p p SIDS =
Concurrent vertical force
Fp v = ± 0.2 SDS Wp
Mechanical Unit Wp al) 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 49 lb 33 lb
Uplift to be resisted by each line of anchors
Fuplift = 0.7 (FP hcentroid / wbase,min t Fp v / 2) - 0.6 Wp / 2
Mechanical Unit wp Fp Fpv hcentroid wbase,min FEPIift
HVAC RTU 550 lb 282 lb 113 IbI 30.0 in 44.0 in 9 lb
BARTLEY
PAW LAK
STRUCTURAL
i_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 = 530 Ibs (38psf)
(N) RTU = 542 Ibs (37psf)
Total load applied is < 5% additional weight of total gravity load to any framing member.
CALCULATIONS
�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
City Of Edmonds
Building Department
Work MECH- RTU
Address 51 PINE ST UNIT 307
.-----------------------------------
-----------------------------------------------------------------
Owner GODDARD
-
------------------------------------------------
Approved Date 08/19/2024
Building Official Elrl&
7/16/24 24-099
Permit Number BLD2024-1050 DATE JOB#
TCB FPP
DESIGN CHECKED
TCB AS NOTED
DRAWN SCALE
AHJ STAMP
RECEIVED
Aug 15 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SHEETTfTLE
RTU FRAMING
&
STRUCTURAL
CALCULATIONS
SHEET NO.
S-1
CALCULATIONS