Specifications RECEIVED
OFFICE COPY FEB 8 2021
CITY OF TIGARD
BUILDING DIVISION
STRUCTURAL CALCULATIONS
FOR
EDWARD JONES Mee-7-024_nc,32-
15350 SW SEQUOIA PKWY #110
PORTLAND, OR 97224
-- WATER SOURCE HEATPUMP --
„UCTU1
PROFFs���
2,187 /
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EXPIRES:12/31/22
Contents
Summary S 1
Details A-B D1 -D2
Calculations Cl -C3
Contact Person: John E Nordling,PE Enclosures El -E2
NORDLING Proj. No.: 21-036
EDWARD JONES TI
STRUCTURAL 15350 SW SEQUOIA PKWY#110
J/- \Y ENGINEERS, LLC
PAC TRUST
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:FEB 2021 By: JEN Sheet No.: COVER
SUMMARY
2019 Oregon Structural Specialty Code
Wind 120 MPH (3 sec gust, V uLT) Exp B
Seismic Occupancy Catagory II
Site Class -
Seisimic Design Catagory - D
55 = 0.557 Si = 0391
Sps = 0.661 5 i = 0.442
There is one new deck suspended water source heatpump.
CARRIER
WSHP-1 '50PCH036•+"
weight 231 lbs
length 54.5'
width 22.0'
height 19.0'
NORDLING Proj. No.: 21-036
EDWARD JONES TI
STRUCTURAL 15350 SW SEQUOIA PKWY#110
J y ENGINEERS, LLC PAC TRUST
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:FEB 2021 By: JEN Sheet No.: S1
1. VERCO 20 GA W-3 FORMLOCK DECK WITH 5 1/2" CONCRETE
(7) 1/2" DIA. EFFECTIVE PUDDLE WELDS PER SHEET AND
1 1/2" SEAM WELDS AT 24" O.C.
(E) W16x3I (30)
,I)
_ _ Y
�'ci ram'
o /l
\•I,,---12ga SPLAY WIRE EACH
WAY, EACH ROD
WSHP-1
•i I
i t
i I
3i8'4 THREADED ROD
EACH CORNER
(E) MOMENT FRAME
SRUCTURA�
op PRoA6,
tV 12,187 f 4yl
- OREGON
✓O ✓&4 1- 1 5. �90� ��
4 FLAN NORo�\
EXPIRES:12/31/22
NORDLING Proj. No.: 21-036
EDWARD JONES TI
a ' STRUCTURAL 15350 SW SEQUOIA PKWY#110
0#* jaij ENGINEERS, LLC PAC TRUST
6775 SW 111th,Suite 200•Beaverton OR,97008 Date: FEB 2021 By: JEN Sheet No.: DI
-''' ----\:__•'.:2T- —\:_i:i'J— —\_'. . I -- :::: ' '' . .
' --\_ ±
RED-HEAD RX-38 DROP-IN
ANCHOR (I' MN EMBED)
34"4, THREADED ROD
EACH CORNER
• WSHP-1 , ':
,
/�•12ga SPLAY WIRE EACH
:'
WAY, EACH Rol)
,.
i
\""---DOUBLE NUT, TYP
.... --\: ". ..-/- -\..1
.[7._
STANDARD CEILING CLIP
FOR CONCRETE
12ga SPLAY WIRE EACH
.,'„7„..--
WAY, EACH ROD
' 1 MAX
.
�.tRUCTU/�q<
OD PROFFs�,o
12,187, -
41111, OREGON 06
0mi,....,„0" �f
SECTION ubtiNGF 15, Ro,\2,0
. NO
EXPIRES:12/31/22
NORDLING Proj. No.: 21-036
4
EDWARD JONES TI
4, itio„:„....)4,,,,
STRUCTURAL 15350 SW SEQUOIA PKWY#110
ENGINEERS, LLC PAC TRUST
1 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:FEB 2021 By: TEN Sheet No.:D2
•
A DECK
Pu 4 -I 231 ibs
1. VERCO 20 GA W-3 FORMLOCK DECK WITH 5 1/2"CONCRETE
(7)1/2
SEAA WELDS ATE PUDDLE WELDS PER SHEET AND
1:1'-0„ 10._6"
22t 204
20 2 221 204
3 221 204
IP
A o o A
I0'-01 / I0'-01 10'-0'
Span 10.0 II
Spacing 1.0
Trusses 4
M 474 ft-lbs
W plf 38 plf
W psf 9 psf
W DL 65 plf
LL 100 plf
Pw 9 plf
TL 114 pIr -ok-
NORDLING Proj. No.: 21-036
EDWARD JONLS TI
1/1 e STRUCTURAL 15350 SW SEQUOIA PKWY#110
ENGINEERS, LLC PAC TRUST
6775 SW iiith,Suite 200•Beaverton OR,97008 Date: FEB 2021 By: JEN Sheet No.: Cl
PERFORMANCE TABLES
Multi-Set if Ultimate Tension and Shear Values (Lbs/kN) for RX-series
Drop-In Anchors (3/4"and 1"Embedment)
BOLT DIA. DRILL BIT EMBEDMENT 2500 PSI(17.2 MPa)CONCRETE 4000 PSI(27.6 MPa)CONCRETE HOLLOW CORE
In.(mm) SIZE In.(mm) TENSION SHEAR TENSION SHEAR TENSION SHEAR
In.(mm) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN)
3/8 (9.5) 1/2 (12.7) 3/4 (19.1) 1,571 (7.0) 2,295 (10.2) 1,987 (8.8) 2,903 (12.9) 1,908 (8.5) 2,401 (10.7) —
1/2 (12.7) 5/8 (15.9) 1 (25.4) 2,113 (9.4) 2,585 (115) 2,673 (11.9) 3,270 (14.5) 2,462 (11,0) 2,401 (10.7)
*The tabulated values are for RX anchors installed at a minimum of 12 diameters on center and minimum edge distance of 6 diameters for 100 percent anchor efficiency.Spacing and edge distance may he reduced to 6 diameters spacing and 3 diameter edge
distance provided the values are reduced 50 percent.Linear Interpolation maybe used for intermediate spacings and edge margins.
*Allowable values are based upon a 4 to 1 safety factor.Divide by 4 for allowable load values.
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o¢'n' -`moo*o¢4,9v ov'ao•.a,'
Multi-Set if Anchoring Overhead in 3000 PSI 20Gouge <�q`oa•
RXDrop-In ;0`
Metal Deck Installed in
Drop-In Anchors Lightweight Concrete On Metal Deck Lower rFlute Upper Flute
ANCHOR DRILL HOLE EMBEDMENT 3000PSI(20.7 MPa)CONCRETE
DIAMETER In,(mm) ULTIMATE TENSION LOAD ALLOWABLE WORKING LOAD
In.(mm) Lbs.(kN) Lbs.(kN)
RX-38 Drop-In 1/2 (12.7) 3/4 (19.1) Upper Flute 1,410 (6.3) 353 (1.6)
Lower Flute 1,206 (5.4) 301 (1.3)
* Allowable values are based upon a 4 to 1 safety factor.Divide by 4 for allowable load values.
Combined Tension and Shear Loading—for Multi-Set Anchors
Allowable loads for anchors subjected to combined shear and tension forces are determined by the following equation:
(Ps/Pt)"'+ (Vs/Vt)5'3 s 1
Ps= Applied tension load Vs=Applied shear load Pt =Allowable tension load Vt =Allowable shear load
P Z 2, 1 1 , / ZA < 301 +b.s — c?
srwRed Head'
84 .RED HEAD Call our toll free number 800-848-5611 or visit our web site for the most
current product and technical Information at www,itwredhead.com p
•
ASCE 7.10 Standard Roof TopMech Unit
Location 45°24'31.82"N Ss and S1=Mapped Spectral Acceleration Values
122°44'46.5" W 15350 SW Sequoia Pkwy,Portland,OR 97224
Ground Motion Ss 0.857 Si 0.391
Occupancy Category II Site Coefficients Fa 1.16
Site Class D Fv 1.62
Importance Factor 1.00
Height of Structure 40.0 ft Sivis Fa* Ss 0.992
SM1 Fv* Si 0.633
Design Category(SDC) D
Sos (2/3)SMs 0.661
SDI. (2/3)SNn 0.422
Air Side HVAC Fr latIN= 0.3 SDS IP W P
ap 2.50 RP 6.00 = 0.198 Wp->* 0 0.139
0.4 ap •SDs Ipil+2•Z .W FP MAX= 1.6 SDS IPWP
Fp
Rp \ h/ p = 1.06 WP->* 0 0.740
z= 40.0 ft ASD
FP= 0.33 WP->* 0.7 0.231 Eq= 0.154W+0.2 SDS W
W :Weight of Unit
z= 20.0 ft
Fp= 0.22 WP->*0.7 0.154
Height 19" Weight 273 lbs
Length 54.5"
Width 22"
BRACE WI I2ga SPLAY
WIRES EACH WAY.
VEQ= 0.154*273 lbs+0.2* 0.661 * 273 lbs
= 42 lbs+36lbs
T= 42 lbs * (19"/2)/22"
+ 361bs/2
- 0.6* 273 lbs/2
= -46 lbs [0 Net Uplift]
V= 42 lbs
NORDLING Proj. No,: 21-036
STRUCTURAL EDWARD JONES TI
' 15350 SW SEQUOIA PKWY#110
ENGINEERS, LLC PAC TRUST
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:FEB 2021 By:JEN Sheet No.: C3
40
Dimensions Carrie ,
50PCH UNIT RIGHT FRONT LEFT FRONT
Back Discharge j/
Return Air
D 441160100, Opening Return Air
,Opening
I� MQ `.RIB
ICondensate
N Drain
Left `..I\ Jh Water
I� 01 ReturnConnectionsCondensateI !>Drain
' Compressor A \)I
Electrical Access
Knock-Outs
Left Hand Return,Back Discharge Left Hand Return,Right Discharge
NOTE:Models 048 and 060 Left Hand Return units have condenser
water connections on the front right and electrical knockouts on the front left.
Return Air Return Air
D Opening Opening
Condenser
� RWater Out 40Ipo
/I/ N *1111)17.../..1111.--------...---..?
Condenser Condensate Condensate
Water In Drain B DrainB
, �A
Right Hand Return,Back Discharge Right Hand Return,Left Discharge
Service Clearances(Top View) RIGHT FRONT
Alr Coil Electrical
Control
Blower Access Box _ Compressor Access and
LEGEND -► 18"Minimum -► Control Access 4-
R/A -Return Air 24"Optimum r O 24"Minimum
L Blower 36"Optimum
-T-----r Compressor
50PCH007-070 UNITS LEFT FRONT
A B C D E F G H J K M N P O R T
CAB CONDENSER RECOMMENDED
50PCH CAB SIDE R/A
R/A FRONT TOP END TOP FILTER WATER REPLACEMENT
UNIT END TO WATER WATER TO DISC. DISC. DUCT
WIDTH' DEPTHt HEIGHT DUCT TO TO TO TO RACK CONNECTIONS NOMINAL FILTER
SIZEFILTER WIDTH FILTER INLET OUTLET DISC. WIDTH DISC. HEIGHT DISC. DISC. HEIGHT FLANGE FPT SIZE
RACK RACK WIDTH HEIGHT
007 19.0 33.0 11.5 1.5 16.15 15.35 2.38 9.50 5.375 6.30 5.97 4.10 4.875 1.41 11.3 8.6 3/4 10x16x1
009 19.0 33.0 11.5 1.5 16.15 15.35 2.38 9.50 5.375 6.30 5.97 4.10 4.875 1.41 11.3 8.6 3/4 10x16x1 _
012 19.0 33.0 11.5 1.5 16.15 15.35 2.38 _ 9.50 5.250 6.43 6.31 4.10 _4.750 1.14 11.3 8.6 3/4 10x16x1
015 22.0 43.0 17.0 1.5 20.15 21.35 2.86 15.00 8.150 6.43 9.55 4.10 7.650 3.40 16.8 15.0 3/4 16x20x1
015" 22.0 43.0 17.0 1.5 20.15 21.35 2.86 15.00 5.420 9.13 6.11 9.65 4.920 1.23 16.8 15.0 3/4 16x20x1
018 22.0 43.0 17.0 1.5 20.15 21.35 2.86 14.13 5.420 9.13 6.11 9.65 4.920 1.23 16.8 15.0 3/4 16x20x1
024 22.0 43.0 18.0 1.5 25.00 16.50 2.86 14.13 5.420 9.13 6.11 9.65 4.920 1.23 16.8 15.0 3/4 16x25x1
030 22.0 43.0 18.0 1.5 25.00 16.50 2.47 15.00 5.420 9.13 6.11 9.65 4.920 1.23 16.8 15.0 3/4 16x25x1
036 22.0 54.5 19.0 1.5 30.15 22.85 2.86 16.13 6.470 9.13 7.50 10.28 5.970 1.21 18.8 17.0 3/4 18x30x1
042 22.0 54.5 19.0 1.5 30.15 22.85 2.86 16.13 5.270 10.45 6.46 11.30 4.770 1.22 18.8 17.0 3/4 18x30x1
048 25.0 54.5 21.0 1.5 34.60 18.40 2.86 18.52 7.250 10.45 7.46 11.36 6.750 2.16 20.8 19.0 1 20x34.5x1
060 25.0 54.5 21.0 1.5 34.60 18.40 2.86 18.52 6.320 11.76 6.81 12.50 5.820 1.68 20.8 19.0 1 20x34.5x1
070 25.0 65.0 21.0 1.5 48.10 15.40 2.86 18.52 6.320 11.76 6.81 12.50 5.820 1.68 20.8 19.0 1 20x24x1(2)
'When waterside economizer is installed,Increase width by 7 inches. NOTES:
1�When WSHP Open controller is installed Increase depth by 2.6 inches.When waterside econ- . All dimensions are within±0is Inch.
omizer Is installed,increase depth by 7 inches. 2. All condensate 015-070t drainconnectionsbefel are e FPT.
3. Unit sizes can field convened between end blow and straight through dis-
"50PCH015 units built with ECM motor option. charge air configurations.
4. Specifications subject to change without notice.
5. The 1-in.filter rack extends 1.23-in.beyond the side of the unit.The 2-In.filter rack
extends 2.89-in.beyond the side of the unit.The 2-in.filter rack is 4-sided with a filter
access door on one end and can accept either a 1 in.or 2-in.filter.When a waterside
economizer is installed the filter rack will be a 2-sided filter rack only.
6. Return and discharge orientations determined when facing panel with water connections.
12 El
r cdata Carrier
50PCH007-070 CORNER WEIGHTS (LB)
UNIT TOTAL(lb) LEFT HAND EVAPORATOR RIGHT HAND EVAPORATOR
SIZE Left Front* Right Front* Left Back Right Back Left Front* Right Front* Left Back Right Back
007 98 28 21 25 24 21 28 24 25
009 103 29 23 26 25 23 29 25 26
012 105 29 24 26 26 24 29 26 26
015 127 36 28 34 29 28 36 29 34
018 177 57 36 48 37 36 57 37 48
024 181 58 37 48 38 37 58 38 48
030 194 61 41 52 41 41 61 41 52
-- 036 237 71 49 66 52 49 71 52 66
042 23 70_.._e_ 47—_ _..._ti ._._W64 .__----_--_-50 47 70 50 64
048 268 87 60 62 60 60 87 60 62
060 288 88 65 69 66 65 88 66 69
070 316 98 72 76 70 72 98 70 76
*Front is control box end.
18
E2