Specifications . 711t-c,20/2-0075-
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STRUCTURAL CALCULATIONS
FOR
EMBASSY CENTER RENOVATIONS
9020 SW WASHINGTON SQUARE RD
TIGARD, OR
-- VARIABLE AIR VOLUME FAN --
5�RUCTURq<
lkill PROF �D
tb....., 12,18 S.
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1111 OREGON
VO ✓`4Y 15, ,ts% �e
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�� . NOR��
EXPIRES:12/31/20
Contents
Summary S1
Details A-B D1 -D2
Gravity Calculations GI -G4
Lateral Calculations LI
Contact Person: John E Nordling,PE Enclosures El
NORDLING Proj. No.: 19-228
STRUCTURAL EMBASSYMEC UNITS
NS LLC LATIMER HVAC
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:OCT 2019 By:JEN Sheet No.:COVER
1
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• SUMMARY
•
2014 Oregon Structural Specialty Code
Wind 120 MPH (3 sec gust, V uLT) Exp 8
Seismic Occupancy Catagory II
Site Class - D
Seisimic Design Catagory - D
Ss = 0.980 Si = 0.426
Sps = 0.124 SDI = 0.441
There are several new ceiling supported fans.
Variable air volume fan
weight 113 lbs
length 40'
width 32'
height 16'
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• 4NORDLING Proj. No.: 19-228
STRUCTURAL EMBASSY COMMONS
y, MECH UNITS
i‘ 40.0ii 4.
ENGINEERS, LLC LATIMER HVAC
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:OCT 2019 By:JEN Sheet No.: S1•
,
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'vARIABLE AIR
VOLUME FAN
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1
i - " " -----12 a SPLAY WIRE X-BRACE
BETWEEN EACH VERTICAL
ROD, (4) X-BRACES TOTAL
(4) 3'a'4' THREADED RODS
VERTICAL SUPPORTS,
SEE (B).
0,10 PROFF �o
i+ 12,1
, Or 1 r
VP OREGON 0
OA FLAN voyN F.t NOR��..\
EXPIRES:12/31/20
NORDLING Proj. No.: 19-228
,, ,,; ff, ,,,,..v,,,, il STRUCTURAL EMBASSY ONS
4. ‘..4.10 vii ENGINEERS, LLC LATIMER HVAC
6775 SW 111th,Suite 200•Beaverton OR,97008 Date: OCT 2019 By:JEN Sheet No.:D1
. I
•
34e'+ DEWALT 'MINI-UNDERCUT+'--ti
(34' EMBED), TYPICAL (4) LOCATIONS �CE) P.T. SLAB
-•_.._ _
(4) 3400 THREADED ROPE
".,.._•• �- I2ga SPLAY WIRE x-BRACE _ vERTICAL SUPPORTS.
ISOLATOR
•
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VARIABLE AIR VOLUME
FAN
S�RUCTU/�q�
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3tt PROPFs��
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187
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DETAIL py,vLY ,s, Ro��s �
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EXPIRES:12/31/20
NORDLING Proj. No.: 19-228
EMBASSY COMMONS
STRUCTURAL MECH UNITS
141 '14 ENGINEERS, LLC LATIMER HVAC
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:OCT 2019 By:JEN Sheet No.:D2
4 MEMBER
•
weight 113 lbs
CONNECTION LOAD = 113 Hos / 4
= 301bs
ANCHOR CAPACITY = 130 Hos L1:eV
= 60 lbs asp
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4'4, DEWALT 'MINI-UNDERCUT+' (314' EMBED) -ok-
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NORDLING Proj. No.: 19-228
STRUCTURAL5
EMBASSY COMMONS
40
ENGINEERS, LLC LATIMER HVAC
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:OCT 2019 By:JEN Sheet No.:G1
f
DEWALT Design Assist 1.4.2.0 Page 1
DEWALT
Ver.
' ENGINEERED BY't'owers' Untitled
Oct 22 2019 1
9
:4":1114
';� 3' ST` CO''' '` »:{ :.w c e; ,s ^4s� s 41,4.'4�, f:,. i
Company:
a
Project Engineer: -- 1
Address: ---OR 97008
Phone: M:-P:
Email: jwalters@nsengineers.net
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Project Name: Untitled
Project Address: Untitled
Notes: I
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� •. S E 7 R 0" ��e e�.F W 6 B -ia''. �, ry .e -.� a , e ,'a ,�, �. i ..
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Selected Anchor: Mini-Undercut+ K, a
Brand: DEWALT
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Material: 3/8"0 Threaded Rod ASTM F 1554 GR 36
Embedment: hef 0.75 in hnom 0.75 in 1
Approval: ICC-ES ESR-3912
Issued I Revision: Oct,2018 -
Drill Method: Hammer Drilled I
Design Method: ACI 318-14
Load Combinations: Section 5.3 User Defined Loads
b fi at 3 ", ,
s
Concrete:
Type Cracked Normal Weight Concrete
Strength 3000 psi
Reinforcement:
Edge Reinforcement None or<#4 Rebar
Spacing Tension No(Condition B) Shear No(Condition B) I
Controls Breakout Tension False Shear False i
Base Plate: i
Sizing Thickness 0 in Length 0 in Width 0 in 1
Standoff None Height 0 in
Strength 0 psi
Profile: None
3
1
8
Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility
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DEWALT Design Assist 1.4.2.0Page 2
D EWALT Ver.
la
ENGINEERED BY'Powers- Untitled I
Oct 22 2019 E
„ � �� sux ' e � n � F s -'. � � �ma c bs , �, .. 5�'
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133 S
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hmin 2.500 in cmin 2.500 in cac 2.250 in smin 3.000 in
.e: . ` e ,.'' 1 ,. <, A . 4 'fi .._ rgit&PWixM',1;,',„7,'Str'f., Z -,1";-,,-.. .,,,,A,,,,"-.:`,,4',„',7,,r
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Tension Loading
Design Proof Demand (lb) Capacity (Ib) Utilization Status Critical
• Steel Strength 133.00 2717.00 0.049 OK
Concrete Breakout Strength 133.00 242.00 0.550 OK
Pullout Strength 133.00 199.00 0.667 OK Controls
1
Shear Loading
Design Proof Demand (lb) Capacity (lb) Utilization Status Critical
1
Steel Strength 0.00 0.00 0.000 OK Controls
3
Concrete Breakout Strength OK
Pryout Strength 0.00 0.00 0.000 OK
*._...047.1., , F ar d,s(,a,, , ,,,. s, a. � j,. '�2f v°v `t,''o :3 3" s 'Ft tf Y-a.'''� 74,47ML ,
ANCHOR DESIGN CRITERIA IS SATISFIED
t The results of the calculations carried out by means of the DDA Software are based essentially on the data you put in.Therefore, i
you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.
Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an design
professional/engineer,particularly with regard to compliance with applicable standards,norms and permits,prior to using them
for your specific project.The DDA Software serves only as an aid to interpret standards,norms and permits without any
guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application.
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Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility
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DEWALT Design Assist 1.4.2.0 Page 3
DEWALT
Ver.
ENGINEERED BY"POWerS" Untitled
Oct 22 2019
z-tr^r' # 1141 °Ptr ,fit. E e .E
. v2.k�i t,.i 'ea a �
Design Loads/Actions Z
Nu 133 lb Vux 0 lb Vuy 0 lb 4
Muz 0 in-lb Mux 0 in-lb Muy 0 in-lb M •AY
Consider Load Reversal X Direction 0% Y Direction 0% l> im
uy
m6 •K.
Max.concrete compressive strain: 0.000 % Anchor Eccentricity
Max.concrete compressive stress: 0.000 psi ex 0 in ey 0 in
Resulting anchor forces/Load distribution
Anchor Tension Load (lb) Shear Load (lb) Component Shear Load (lb) Anchor Coordinates (in)
Shear X Shear Y X
1 133.00 0.0 0.0 0.0 0.000 0.000
y2
Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility
G4
ASCE 7.10 Standard Roof TopMeeb Unit
• Location 45°27'17.09"N Ss and S1=Mapped Spectral Acceleration Values
122°46'52.67"W 9020 SW Washington Square Rd,Tigard,OR 97223
Ground Motion Ss 0.980 Si 0.426
Occupancy Category II Site Coefficients Fa 1.11
Site Class D Fv 1.57
Importance Factor 1.00
Height of Structure 20.0 ft SMs Fa* Ss 1.086
SM! Fv* Si 0.671
Design Category(SDC) D
Sns (2/3)SMS 0.724
SDI (2/3)SMi 0.447
C
Air Side HVAC Fp MIN= 0.3 SDS Ip WY
ap 2.50 Rp 6.00 = 0.217 Wp->* 0 0.152
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0.4. •SapDS •Ip 11+2 Z •W FPMAx= 1.6SDSIPWP
Fp
Rp 72j p = 1.16 WP->*0 0.811
1
z= 20.0 ft ASD
1
Fp= 0.36 Wp->* 0.7 0.253 Eq= 0.253W+0.2 SDS W 1
W:Wei4ht of Unit
z= 20.0 ft
• Fp= 0.36 WP->*0.7 0.253
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Height 16" Weight 113 lbs g
Length 40"
Width 32"
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VEQ= 0.253* 113 lbs+0.2*0.724* 113 lbs
= 29 lbs+16 lbs i
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T=29 lbs *(16"/2)/32"
+ 16 lbs/2 BRACE EACH WAY W/ 12ga 4
- 0.6* 113 lbs/2 SPLAY WIRE
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_ -191bs [O Net Uplift]
V=29 lbs
NORDLING Proj. No.: 19-228
COMMONS STRUCTURAL EMBASSY MECH UNITS
ENGINEERS, LLC LATIMER HVAC
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:OCT 2019 By:JEN Sheet No.:L1
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Embassy Commons October 4,2019
Unit Dimensions-Variable Air Volume Fan Powered Terminal Units i
Item:Al Qty: 1
Y
Unit Size VPEF1003SQ
Nominal 10"Dia.x 4"Depth
Valve Size$Depth
Nominal 03SQ Fan '
Fan Size
Filter Size 16"x 20"x 1"(OTY1) ='
'''',,,,,,s,.,N..( :4,0' =
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rs
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TOP VIEW
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20"
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.T-10"—C1
1 IF; — NOTES:
AIRFLOW J
161/2• 1.Allow a minimum 6"plenum inlet clearance
for un-ducted Installations.
i \!1 2.Filter is secured in filter frame located in unit inlet. 1
321!2"
3.For Motor access,remove bottom screws on
hanger brackets to slide panel as shown in drawing.
3
4.See Installation Documents for exact hanger -
bracket location.
22' 5.Air valve centered between top&bottom panel.
6.Heafng coil un-Insulated.External Insulation may
be field supplied and installed as required.
HEATER
V a 6. !jV 7.All high&low voltage controls have same-sides
PANEL SLIDES NEC Jumpback clearance.
FOR MOTOR ACCESS 8.Mow 48"of straight duct downstream of
DISCHARGEAIFLOW OUTLET unit before ihst runout and inside of the duct should
be equal discharge size.
9.Terminal box access door is side hinged.Allow for
{#
clearance. 1
10.A 4 wire power supply required for 48013&575\3 i
5. .,-I.• I„_ 40. single point connection units.
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16" 17112"
/ i Approximate 113.0 lb
Dry Weight
Weights reflected may vary
20" �i ±5.0 lb based upon options
DISCHARGE VIEW selected.
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FLD=Furnished by Trane U.S.Inc./Installed by Equipment Submittal Page 8 of 11
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