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RECEIVED
COMcheck Softare Version 3.9.4 MAR 5 2015
Interior LightingwCompliance CI-� pFTIGARD
• Certificate BUILDING DNION
2010 Oregon Energy Efficiency Specialty Code
Section 1: Project Information
Project Type:Alteration
Project Title : Ulta Store#1053
Construction Site: Owner/Agent: Designer/Contractor:
10206 SW Washington Square Road Bob Wirsing Davis Dickerson
Tigard,OR 97223 Chipman Design Architecture Inc. Dickerson Engineering Inc.
2700 S.River Rd, 8101 Milwaukee Ave.
Suite 400 Niles,IL 60714
Des Plaines,IL 60018 847-966-0290
847-298-6900 Davis.Dickerson@dei-pe.com
Section 2: Interior Lighting and Power Calculation
A B C 0
Area Category Floor Area Allowed Allowed Watts
(ft2) Watts/ft2 (B x C)
Retail:Sales Area(Ceiling Height 11 ft.) 9004 1.5 13506
Allowance:Furniture,clothing.cosmetics highlighting/Fix.ID.G3 172(a) 1 4 172(b)
1t Allowance:Furniture,clothing,cosmetics highlighting/Fix.ID G3NS 43(a) 1.4 43(b)
Allowance:Furniture,clothing,cosmetics highlighting/Fix.ID-G4 495(a) 1 4 495(b)
Allowance:Furniture,clothing.cosmetics highlighting/Fix.ID:G4C 165(a) 1.4 165(b)
Allowance:Furniture,clothing,cosmetics highlighting I Fix.ID.G8NS 216(a) 1.4 216(b)
Allowance:Furniture,clothing,cosmetics highlighting(Fix.ID:G6 588(a) 1.4 588(b)
Allowance:Furniture.clothing,cosmetics highlighting/Fix.ID:G6NS 84(a) 1.4 84(b)
Allowance:Furniture,clothing,cosmetics highlighting/Fix.ID:G8 1188(a) 1.4 1188(b)
Allowance: Furniture,clothing.cosmetics highlighting/Fix.ID:G8C 2052(a) 1 4 2052(b)
Allowance:Furniture,clothing,cosmetics highlighting/Fix.ID:G8NS 324(a) 1.4 324(b)
Allowance:Furniture,clothing,cosmetics highlighting/Fix.ID:V 1000(a) 1.4 1000(b)
Common Space Types:Active Storage(Ceiling Height 13 ft.) 759 0.63 478
Common Space Types:Restrooms(Ceiling Height 9 ft.) 147 0.82 121
Common Space Types:Office-Enclosed(Ceiling Height 9 ft.) 58 0.97 56
Common Space Types:Corridor/Transition(Ceiling Height 9 ft.) 97 0.41 40
Total Allowed Watts= 20528
(a)Area claimed may exceed total floor area when Retail Merchandise Highlighting allowance(s)are specified
(b) Allowance is(B x C)or the actual wattage of the fixtures given in Section 2,whichever is less.
Section 3: Interior Lighting Fixture Schedule
A B C D E
Fixture ID:Description/Lamp(Wattage Per Lamp I Ballast Lamps! #of Fixture (C X D)
Fixture Fixtures Watt.
------------------------
Retail:Sales Area(9004 sq.ft.)
Linear Fluorescent:G3'3'SURFACE STRIP:36"T8 25W:Electronic: 2 4 43 172
Linear Fluorescent copy 1:G3NS:3'SURFACE STRIP:36"T8 25W:Electronic: 2 1 43 43
Linear Fluorescent:G4:4'SURFACE STRIP:48"T8 32W:Electronic: 2 9 55 495
Linear Fluorescent:G4A:4'STRIP:48"T8 32W:Electronic: 1 1 30 30
Linear Fluorescent copy 1.G4C.4'SURFACE STRIP:48"T8 32W Electronic: 2 3 55 165
Linear Fluorescent:G8NS:8'SURFACE STRIP:48"T8 32W:Electronic: 4 2 108 216
It Linear Fluorescent:G6.6'COVE STRIP.36"T8 25W:Electronic: 4 7 84 588
Linear Fluorescent copy 1:G6NS:6'COVE STRIP 36"T8 25W:Electronic: 4 1 84 84
Project Title: Ulta Store# 1053 Report date. 03/03/15
Data filename: H:\14004.59\TIGARD, OR.CCK Page 1 of 4
Linear Fluorescent copy 1:G8:8'COVE STRIP:48"T8 32W:Electronic: 4 11 108 1188
Linear Fluorescent copy 2:G8C:8'COVE STRIP:48"T8 32W:Electronic: 4 19 108 2052
Linear Fluorescent:G8NS:8'COVE STRIP:48"T8 32W:Electronic: 4 3 108 324
LED:U1&U1E:8"SQUARE DWN LGHT:Other:Electronic: 2 151 42 6342
Incandescent:V:PENDANT:Incandescent 100W: 1 10 100 1000
LF-G3:G3:3'ARCH STRIP:36"T8 25W:Electronic: 2 2 43 Exempt
Exemption:Advertising/Directional Signage
LF-G4:G4:4'ARCH STRIP:48"T8 32W:Electronic: 2 38 55 Exempt
Exemption:Advertising/Directional Signage
LF-G6:G6:6'ARCH STRIP:36"T8 25W:Electronic: 4 40 84 Exempt
Exemption:Advertising/Directional Signage
LF-G8:08:8'ARCH STRIP:48"T8 32W:Electronic: 4 26 108 Exempt
Exemption:Advertising/Directional Signage
Common Space Types:Active Storage(759 sq.ft.)
Linear Fluorescent:G8D:8'STRIP:48"T8 32W:Electronic: 4 7 108 756
Linear Fluorescent copy 1:G4D:4'STRIP:48"T8 32W:Electronic: 2 4 55 220
Common Space Types:Restrooms(147 sq.ft.)
LED:U1:8"SQUARE DWN LGHT:Other:Electronic: 2 4 42 168
Incandescent:V:PENDANT:Incandescent 100W: 1 1 100 100
Common Space Types:Office-Enclosed(58 sq.ft.)
Linear Fluorescent:G4D:4'STRIP:48"18 32W:Electronic: 2 2 55 110
Common Space Types:Corridor/Transition(97 sq.ft.)
LED:U1 &U1E:8"SQUARE DWN LGHT:Other:Electronic: 1 2 42 84
Total Proposed Watts- 14137
Section 4: Requirements Checklist
In the following requirements.blank checkboxes identify requirements that the applicant has not acknowledged as being met. Checkmarks
identify requirements that the applicant acknowledges are met or excepted from compliance. 'Plans reference page/section'identifies where in
the plans/specs the requirement can be verified as being satisfied.
Lighting Wattage:
• 1. Total proposed watts must be less than or equal to total allowed watts.
Allowed Wattage:20528 Proposed Wattage:14137
Complies:YES
Mandatory Requirements:
• 2. Exit signs. Internally illuminated exit signs shall not exceed 5 watts per side.
Plans reference page/section: Sheet EO-1
✓ 3. Daylight zone control.All daylight zones are provided with individual controls that control the lights independent of general area lighting
in the non-daylight zone.In all individual daylight zones larger than 350 sq.ft.,automatic daylight controls is provided.Automatic
daylight sensing controls reduce the light output of the controlled luminaires at least 50 percent,and provide an automatic OFF control.
while maintaining a uniform level of illumination.Contiguous daylight zones adjacent to vertical fenestration may be controlled by a
single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations(i.e.,north,east,
south,west).Daylight zones under skylights shall be controlled separately from daylight zones adjacent to vertical fenestration
Plans reference page/section: Sheet E0-1 &Sheet E1-1
• 4. Interior lighting controls.At least one local shutoff lighting control has been provided for every 2,000 square feet of lit floor area and
each area enclosed by walls or floor-to-ceiling partitions.The required controls are located within the area served by the controls or are
a remote switch that identifies the lights served and indicates their status
Plans reference page/section: Sheet LO-1, Sheet EO-2& Sheet E1-1
• 5. Sleeping unit controls.Master switch at entry to hotel/motel guest room.
Plans reference page/section: Not Applicable
✓ 6. Egress lighting.Egress illumination is controlled by a combination of listed emergency relay and occupancy sensors to shut off during
periods that the building space served by the means of egress is unoccupied.
Plans reference page/section: Sheet E0-1, Sheet EO-2&Sheet E1-1
• 7 Additional controls.Each area that is required to have a manual control shall have additional controls that meet the requirements of
Sections 505.2.2.1 and 505.2.2.2.
Plans reference page/section: Sheet E1-1
Project Title: Ulta Store tt 1053 Report date. 03/03/15
Data filename: H:114004.591TIGARD, OR.CCK Page 2 of 4
✓ 8. Light reduction controls.Each space required to have a manual control also allows for reducing the connected lighting load by at least
50 percent by either
1)controlling(dimming or multi-level switching)all luminaires;or
2)dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps;or
3)switching the middle lamp luminaires independently of other lamps;or
4)switching each luminaire or each lamp.
• Exception applies:An occupant-sensing device controls the area.
Plans reference page/section: — —
1 9. Buildings larger than 2,000 square feet are equipped with an automatic control device to shut off lighting in those areas.This automatic
control device shall function on either:
1)a scheduled basis,using time-of-day,with an independent program schedule that controls the interior lighting in areas that do not
exceed 10,000 square feet and are not more than one floor;or
2)an occupant sensor that shall turn lighting off within 30 minutes of an occupant leaving a space;or
3)a signal from another control or alarm system that indicates the area is unoccupied.
Plans reference page/section: Sheet EO-1, Sheet EO-2& Sheet E1-1
✓ 10.Occupancy sensors in rooms that include daylight zones are required to have Manual ON activation.
Plans reference page/section: Not Applicable
✓ 11 An occupant sensor control device is installed that automatically turns lighting off within 30 minutes of all occupants leaving a space.
Plans reference page/section: Sheet E1-1
✓ 12Additional controls.An occupant sensor control device that automatically turns lighting off within 30 minutes of all occupants leaving a
space or a locally activated switch that automatically turns lighting off within 30 minutes of being activated is installed in all storage and
supply rooms up to 1000 square feet.
Plans reference page/section: Sheet E1-1
1 13.Occupant override.Automatic lighting shutoff operating on a time-of-day scheduled basis incorporates an override switching device
that:1)is readily accessible,2)is located so that a person using the device can see the lights or the area controlled by that switch,or
so that the area being lit is annunciated.3)is manually operated,4)allows the lighting to remain on for no more than 2 hours when an
override is initiated.and 5)controls an area not exceeding 2,000 square feet.
Plans reference page/section. Sheet E1-1
✓ 14.Holiday scheduling.Automatic lighting shutoff operating on a time-of-day scheduled basis has an automatic holiday scheduling feature
that turns off all loads for at least 24 hours,then resumes the normally scheduled operation.
• Exception applies:Retail stores and associated malls,restaurants,grocery stores,places of religious worship.theaters and
exterior lighting zones.
Plans reference page/section:
• 15.Exterior lighting controls.Lighting not designated for dusk-to-dawn operation shall be controlled by either a combination of a
photosensor and a time switch,or an astronomical time switch.Lighting designated for dusk-to-dawn operation shall be controlled by
an astronomical time switch or photosensor.
Plans reference page/section: Not applicable
✓ 16.Tandem wiring.The following luminaires located within the same area shall be tandem wired:
1.Fluorescent luminaires equipped with one,three or odd-numbered lamp configurations,that are recess-mounted within 10 feet
center-to-center of each other.
2.Fluorescent luminaires equipped with one,three or any odd-numbered lamp configuration,that are pendant-or surface-mounted
within 1 foot edge-to-edge of each other.
• Exception applies:Where electronic high-frequency ballasts are used.
Plans reference page/section: Sheet EO-i &Sheet E1-1.___ _
✓ 17.Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control
of the nonexempt lighting.
Plans reference page/section: Not applicable
✓ 18.Each dwelling unit in a building is metered separately.
Plans reference page/section: Not Applicable
Interior Lighting PASSES
Section 5: Compliance Statement
Project Title: Ulta Store# 1053 Report date: 03/03/15
Data filename: H:\14004.59\TIGARD, OR.CCK Page 3 of 4
Compliance Statement: The proposed lighting design repress ed in this o:. me consistent "i e building plans,specifications and
other calculations submitted with this permit application.T • proposed Iightin. - stem has been desi•1••to meet the 2010 Oregon Energy
Efficiency Specialty Code requirements in COMcheck Ve ion 3"9.4 and to co ply with the andato r.•uirements in the Requirements
Checklist. / j
Davis Dickerson P.E.
1 /Of— 03/03/2015
Name-Title '... . e Date
Project Title: Ulta Store# 1053 Report date: 03/03/15
Data filename. H:\14004.59\TIGARD, OR.CCK Page 4 of 4
Date: 3/3/15 Project: Ulta 1053 McComas Engineering, Inc.
Calc. By: GSN Location: Tigard, OR Structural Engineers .
Proj. No.: 15029
Client: Chipman Design Architecture Carmel,Indiana
Page(s) Description ,�ED
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2 Quick Report gC ce '
3-4 Existing Sub-Purlin Analysis for new RTU
5-6 Existing RTU Frame Support for new RTU MAR 5 2015
" G1� OF 14aU vAs ON
McComas Engineering, Inc. Certified By:
1717 East 116th Street, Suite 200 RU C T U Rq
Carmel, Indiana 46032
P: 317-580-0402 ,s,,,E) PR Q1
F: 317-582-0766
www.mccomaseng.com �� 89689PE v�
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Date: 3/3/15 Project: Ulta 1053 McComas Engineering, Inc
Calc. By: GSN Location: Tigard, OR Structural Engineers -
Proj. No.: 15029 Client: Chipman Design Architecture Carmel,Indiana
;,., ._ ,. , auto(`'RE, _ . ` , , I
Code: 2012 International Building Code Risk: II Category: Normal Risk
Roof Loads, D,Lr,S
Location Main Flat Original
Dead,D 20.0 psf :50 psf mechanical I
Live,Lr 20.0 psf 1 . I
Snow,S 25.0 psf 1 25 psf 1 1
D+Lr 40.0 psf
T
D+S 45.0 psf T T
,,, " Wall Loads,D `'f 7.4.1 . ab''.Virt vinT:f ,AAt:t- ., .
Spread: 2500 psf Exterior 147.0 psf Ground,pgl 20 psf Load Combo: Strength SDC: D
Wall: 2000 .sf y Max.Snowy 20 psf Speed Vul�: 110 psf Rj 3.25
No Below Grade Walls : Importance Is' 1.00 Speed Vaso1 86 psf Site Class' D
} Unbalanced: No Exposure C Ssi 0.977
Enclosure: Enclosed 51; 0.425
r •
Mean Ht.1 30.00 ft Sds1 0.722
J J
No GroundwaterTopo' None Sd1: 0.446
Mean oh; 26 psf Period,TLI 12
Max.Press▪ 29 psf Importance lel 1.00
No Deep Foundations Parapet,Wwl - Spectrum,Cts 0.020
Parapet,WLI, - Redund.,p: 1.3
Overstr.,001 2
_ Defl.Amp,Cd1 3.25
V base: 22.2%W
+ x ,,.
Floor
Live, L Partition, L
Main Not Re.'d MEIN
2.3 Load Combinations-Strength 2.4 Load Combinations-ASD
1 1.4D I D
21.2D+ 1.6L+0.5(LrorSorR) 2 D+ L
3 1.2D+ 1.6(Lr or S or R)+(L or 0.5W) 3 D+(Lr or S or R)
4 1.2D + 1.0W + L+0.5(Lr or S or R) 4 D+0.75L +0.75(LrorSorR)
5 1.2D + 1.0E + L+0.2S 5 D +(0.6W or 0.7E)
6 0.9D +W 6a D + 0.75L+0.45W+0.75(Lr or S or R)
7 0.9D+ E 6b D + 0.75L +0.525E +0.75S
7 0.6D+0.6W
8 0.6D + 0.7E
010002 PIF 7-10 V1.0_15029.xlsx 3/3/2015 Page 2 of 2
McComas Engineering Project Title: Ulta 1053
1717 E.116th Street,Suite 200 Engineer: GSN Project ID: 15029
Carmel,IN 46032 Project Descr:
317.580.0402
Printed:3 MAR 2015,4:59PM
Wood Beam File=q:115029 Ulta 1053 Tigard ORtEngineeringlEnercalc115029.ec6
ENERCALC,INC.1983-2015,Build:6.15.1.19,Ver:6.15.1.19
Lic.#:KW-06002558 Licensee:mccomas engineering
Description: Existing Sub-Purlin 3 118x24
CODE REFERENCES
Calculations per NDS 2012, IBC 2012,CBC 2013,ASCE 7-10
- Load Combination Set:ASCE 7-10
Material Properties
Analysis Method: Allowable Stress Design Fb-Tension 2,400.0 psi E:Modulus of Elasticity
Load Combination ASCE 7-10 Fb-Compr 2,400.0 psi Ebend-xx 1,500.0 ksi
Fc-Prll 1,700.0 psi Eminbend-xx 1,500.0 ksi
Wood Species :24F-V9 Fc-Perp 500.0 psi Ebend-yy 1,400.0 ksi
Wood Grade :GLB-Western Fv 155.0 psi Eminbend-yy 1,400.0 ksi
Ft 200.0 psi Density 35.0 pcf
Beam Bracing : Beam is Fully Braced against lateral-torsion buckling
D(0.5) D(0.5)
D(0.16)S(0.2)
1 1 i
3.125x24
Span=24.0 ft
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Uniform Load: D=0.020, S=0.0250 ksf, Tributary Width=8.0 ft,(Roof)
Point Load: D=0.50 k @ 1.0 ft,(RTU)
Point Load: D=0.50 k @ 9.50 ft,(RTU)
DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio = 0.44a 1 Maximum Shear Stress Ratio = 0.459 : 1
Section used for this span 3.125x24 Section used for this span 3.125x24
fb:Actual = 1,196.82 psi fv:Actual = 81.82 psi
FB:Allowable = 2,669.88 psi Fv:Allowable = 178.25 psi
Load Combination +D+S+}i Load Combination +D+S+H
Location of maximum on span = 11.387ft Location of maximum on span = 0.000 ft
Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1
Maximum Deflection
Max Downward Transient Deflection 0.278 in Ratio= 1035
Max Upward Transient Deflection 0.000 in Ratio= 0 <360
Max Downward Total Deflection 0.575 in Ratio= 500
Max Upward Total Deflection 0.000 in Ratio= 0 <180
Maximum Forces&Stresses for Load Combinations
Load Combination Max Stress Ratios Moment Values Shear Values
Segment Length Span# M V Cd C FN C i Cr Cm C t CL M fb F'b V fv F'v
+O+H 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.298 0.298 0.90 0.967 1.00 1.00 1.00 1.00 1.00 15.59 623.67 2089.47 2.08 41.53 139.50
+D+L+H 0.967 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.269 0.268 1.00 0.967 1.00 1.00 1.00 1.00 1.00 15.59 623.67 2321.63 2.08 41.53 155.00
+D+Lr+H 0.967 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.215 0.214 1.25 0.967 1.00 1.00 1.00 1.00 1.00 15.59 623.67 2902.04 2.08 41.53 193.75
+D+S+H 0.967 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.448 0.459 1.15 0.967 1.00 1.00 1.00 1.00 1.00 29.92 1,196.82 2669.88 4.09 81.82 178.25
+D+0.750Lr+0.750L+H 0.967 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
McComas Engineering Project Title: Ulta 1053
1717 E.116th Street,Suite 200 Engineer: GSN Project ID: 15029
Carmel,IN 46032 Project Descr:
317.580.0402
Printed:3 MAR 2015,4:59PM
Wood Beam File=q:115029 Ulta 1053 Tigard OR\Engineering\Enercalc115029.ec6
ENERCALC,INC.1983-2015,Buid:6.15.1.19,Ver:6.15.1.19
Lic.#:KW-06002558 Licensee:mccomas engineering
Description: Existing Sub-Purlin 3 1/8x24
Load Combination Max Stress Ratios Moment Values Shear Values
Segment Length Span# M V Cd C FN Ci Cr Cm C t CL M fb F'b V fv F'v
Length=24.0 ft 1 0.215 0.214 1.25 0.967 1.00 1.00 1.00 1.00 1.00 15.59 623.67 2902.04 2.08 41.53 193.75
+D+0.750L+0.750S+H 0.967 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.394 0.403 1.15 0.967 1.00 1.00 1.00 1.00 1.00 26.33 1,053.21 2669.88 3.59 71.75 178.25
+D+0.60W+H 0.967 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.168 0.167 1.60 0.967 1.00 1.00 1.00 1.00 1.00 15.59 623.67 3714.61 2.08 41.53 248.00
+D+0.70E+H 0.967 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.168 0.167 1.60 0.967 1.00 1.00 1.00 1.00 1.00 15.59 623.67 3714.61 2.08 41.53 248.00
+D+0.750Lr+0.750L+0.450W+H 0.967 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.168 0.167 1.60 0.967 1.00 1.00 1.00 1.00 1.00 15.59 623.67 3714.61 2.08 41.53 248.00
+D+0.750L+0.750S+0.450W+H 0.967 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.284 0.289 1.60 0.967 1.00 1.00 1.00 1.00 1.00 26.33 1,053.21 3714.61 3.59 71.75 248.00
+D+0.750L+0.750S+0.5250E+11 0.967 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.284 0.289 1.60 0.967 1.00 1.00 1.00 1.00 1.00 26.33 1,053.21 3714.61 3.59 71.75 248.00
+0.60D+0.60W+0.60H 0.967 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.101 0.100 1.60 0.967 1.00 1.00 1.00 1.00 1.00 9.36 374.20 3714.61 1.25 24.92 248.00
+0.60D+0.70E+0.60H 0.967 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=24.0 ft 1 0.101 0.100 1.60 0.967 1.00 1.00 1.00 1.00 1.00 9.36 374.20 3714.61 1.25 24.92 248.00
Overall Maximum Deflections
Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span
- +4J+54f 1 0.5753 12.000 0.0000 0.000
Vertical Reactions Support notation:Far left is#1 Values in KIPS
Load Combination Support 1 Support 2
Overall MAXimum 5.320 4.758
Overall MINimum 1.752 1.415
+D+li 2.920 2.358
+D+L+H 2.920 2.358
+D+Lr+H 2.920 2.358
+D+S+H 5.320 4.758
+D+0.750Lr+0.750L+H 2.920 2.358
+D+0.750L+0.750S+H 4.720 4.158
+D+0.60W+H 2.920 2.358
+D+0.70E+H 2.920 2.358
+D+0.750Lr+0.750L+0.450W+H 2.920 2.358
+D+0.750L+0.750S+0.450W+11 4.720 4.158
+D+0.750L+0.7505+0.5250E+1-1 4.720 4.158
+0.60D+0.60W+0.60H 1.752 1.415
+0.60D+0.70E+0.60H 1.752 1.415
D Only 2.920 2.358
Lr Only
L Only
S Only 2.400 2.400
W Only
E Only
H Only
McComas Engineering Project Title: Ulta 1053
1717 E.116th Street,Suite 200 Engineer: GSN Project ID: 15029
Carmel,IN 46032 Project Descr:
317.580.0402
Printed.3 MAR 2015.4:59PM
Wood Beam File=q:115029 Ulta 1053 Tigard OR1Engineering\Enercalc115029.ec6
ENERCALC,INC.1983-2015,Build:6.15.1.19,Ver:6.15.1.19
Lic.#:KW-06002558 Licensee:mccomas engineering
Description: RTU Framing Support
CODE REFERENCES
Calculations per NDS 2012, IBC 2012,CBC 2013,ASCE 7-10
- Load Combination Set:ASCE 7-10
Material Properties
Analysis Method: Allowable Stress Design Fb-Tension 900 psi E:Modulus of Elasticity
Load Combination ASCE 7-10 Fb-Compr 900 psi Ebend-xx 1600 ksi
Fc-Pril 1350 psi Eminbend-xx 580 ksi
Wood Species : Douglas Fir-Larch Fc-Perp 625 psi
Wood Grade : No.2 Fv 180 psi
Ft 575 psi Density 32.21 pcf
Beam Bracing : Completely Unbraced
D(O.5) D(ccas .1)
1,
_ 4x8
.. Span=8.Oft
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Point Load: D=0.30, S=0.10 k @ 4.0 ft,(Roof)
Point Load: D=0.50 k @ 4.0 ft,(RTU)
Point Load: D=0.50 k @ 1.0 ft,(RTU)
DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio = 0.70& 1 Maximum Shear Stress Ratio = 0.313 : 1
Section used for this span 4x8 Section used for this span 4x8
fb:Actual = 741.81 psi Iv:Actual = 50.65 psi
FB:Allowable = 1,048.10 psi Fv:Allowable = 162.00 psi
Load Combination +D+H Load Combination +D+H
Location of maximum on span = 4.000ft Location of maximum on span = 0.000 ft
Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1
Maximum Deflection
Max Downward Transient Deflection 0.010 in Ratio= 9212
Max Upward Transient Deflection 0.000 in Ratio= 0 <360
Max Downward Total Deflection 0.116 in Ratio= 827
Max Upward Total Deflection 0.000 in Ratio= 0 <180
Maximum Forces&Stresses for Load Combinations
Load Combination Max Stress Ratios Moment Values Shear Values
Segment Length Span# M V Cd Cm C i Cr Cm C t CL M fb F'b V fv F'v
+D+H 0.00 0.00 0.00 0.00
Length=8.0 ft 1 0.708 0.313 0.90 1.300 1.00 1.00 1.00 1.00 1.00 1.90 741.81 1048.10 0.86 50.65 162.00
+0+44I 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=8.0 ft 1 0.637 0.281 1.00 1.300 1.00 1.00 1.00 1.00 0.99 1.90 741.81 1163.89 0.86 50.65 180.00
+D+Lr+H 1.300 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00
Length=8.0 ft 1 0.511 0.225 1.25 1.300 1.00 1.00 1.00 1.00 0.99 1.90 741.81 1452.73 0.86 50.65 225.00
+0+S41 1.300 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00
Length=8.0 ft 1 0.613 0.259 1.15 1.300 1.00 1.00 1.00 1.00 0.99 2.10 820.08 1337.31 0.91 53.61 207.00
+0+0.750Lr+0.750L4l 1.300 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00
McComas Engineering Project Title: Ulta 1053
1717 E.116th Street,Suite 200 Engineer: GSN Project ID: 15029
Carmel,IN 46032 Project Descr:
317.580.0402
Printed.3 MAR 2015,459P
Wood Beam File=q:115029 Ulta 1053 Tigard OR1Engineering\Enercalc115029.ec6
ENERCALC,INC.1983-2015,Build:6.15.1.19,Ver:6.15.1.19
Lic.#:KW-06002558 Licensee:mccomas engineering
Description: RTU Framing Support
Load Combination Max Stress Ratios Moment Values Shear Values
Segment Length Span# M V Cd C FN C i Cr Cm C t CL M fb F'b V Iv F'v
Length=8.0 ft 1 0.511 0.225 1.25 1.300 1.00 1.00 1.00 1.00 0.99 1.90 741.81 1452.73 0.86 50.65 225.00
+D+0.750L+0.750S+H 1.300 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00
Length=8.0 ft 1 0.599 0.255 1.15 1.300 1.00 1.00 1.00 1.00 0.99 2.05 800.51 1337.31 0.89 52.87 207.00
+D+0.60W+1-1 1.300 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00
Length=8.0 ft 1 0.400 0.176 1.60 1.300 1.00 1.00 1.00 1.00 0.99 1.90 741.81 1855.44 0.86 50.65 288.00
+D+0.70E4 1.300 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00
Length=8.0 ft 1 0.400 0.176 1.60 1.300 1.00 1.00 1.00 1.00 0.99 1.90 741.81 1855.44 0.86 50.65 288.00
+D+0.750Lr+0.750L+0.450W+H 1.300 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00
Length=8.0 ft 1 0.400 0.176 1.60 1.300 1.00 1.00 1.00 1.00 0.99 1.90 741.81 1855.44 0.86 50.65 288.00
+D+0.750L+0.750S+0.450W+H 1.300 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00
Length=8.0 ft 1 0.431 0.184 1.60 1.300 1.00 1.00 1.00 1.00 0.99 2.05 800.51 1855.44 0.89 52.87 288.00
+D+0.750L+0.750S+0.5250E41 1.300 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00
Length=8.0 ft 1 0.431 0.184 1.60 1.300 1.00 1.00 1.00 1.00 0.99 2.05 800.51 1855.44 0.89 52.87 288.00
+0.60D+0.60W+0.60H 1.300 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00
Length=8.0 ft 1 0.240 0.106 1.60 1.300 1.00 1.00 1.00 1.00 0.99 1.14 445.08 1855.44 0.51 30.39 288.00
+0.60D+0.70E+0.60H 1.300 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00
Length=8.0 ft 1 0.240 0.106 1.60 1.300 1.00 1.00 1.00 1.00 0.99 1.14 445.08 1855.44 0.51 30.39 288.00
Overall Maximum Deflections
Load Combination Span Max.'"Defl Location in Span Load Combination Max."+"Defl Location in Span
+0+S+H 1 0.1160 3.942 0.0000 0.000
Vertical Reactions Support notation:Far left is#1 Values in KIPS
Load Combination Support 1 Support 2
Overall MAXimum 0.910 0.535
Overall MINimum 0.050 0.050
+D+H 0.860 0.485
+p-1-1_+H 0.860 0.485
+D+Lr+H 0.860 0.485
+D+S+H 0.910 0.535
+D+0.750Lr+0.750L4l 0.860 0.485
+D+0.750L+0.750S+H 0.898 0.523
+D+0.60W+H 0.860 0.485
+D+0.70E+H 0.860 0.485
+D+0.750Lr+0.750L+0.450W+H 0.860 0.485
+D+0.750L+0.750S+0.450W+H 0.898 0.523
+D+0.750L+0.750S+0.5250E+H 0.898 0.523
+0.60D+0.60W+0.60H 0.516 0.291
+0.60D+0.70E+0.60H 0.516 0.291
D Only 0.860 0.485
Lr Only
L Only
S Only 0.050 0.050
W Only
E Only
H Only