HomeMy WebLinkAbout113 W 7th St - Technical TECHNICAL
Permit I l -r"9
Address «3 w 5T
Project description Addt-hove Irmode)
Date the permit was finaled 1 3
Number of technical pages 23
Prescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 1
Project Information Contact Information
Chris Bellows Meggan Fox 970 819 -5309
113 W. 7th Street
Port Angeles, WA 98362
This set of forms has been developed to assist permit applicants documenting compliance with the
Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located
in Climate Zone 1.
The following forms provide much of the required documentation for plan review. The details noted here
must also be shown on the drawings (WSEC 104.2).
This form is not a substitute for the energy code itself. To obtain a copy of the energy code,
go to the following web address. http: /www.energy.wsu.edu /code
Glazing Glazing U- Factor Door 9 2 Vaulted Wa11 Wall- int Wall- ext4 s Slab
Option Area Ceiling 3 Above Below Below Floor on
of Floor Vertical Overheads U- Factor Ceiling Grade Grade Grade Grade
R -49 or R -21 R -21 R -10
0 I 13% 0.34 0.50 0.20 R -38 R -38 Int TB R -10 R -30 2
Adv.
R -49 or R -21 R -21 R -10
0 II 25% 0.32 0.50 0.20 R -38 R -38 Int TB R -10 R -30 2
Adv.
R -49 or R -21 R -21 R -10
0 III Unlimited 0.30 0.50 0.20 R -38 R -38 R -10 R -30
Int 7 TB 2'
Adv.
See WSEC table 6 -1 for footnotes
Glazing Schedule Attached to Document
Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing
and doors meet maximum U- factor. Alternate heating size method submitted.
E Option I or II, Glazing to floor area limit (WSEC 602.7.2)
Area weighted window, skylight or door U- factor (WSEC 602.7.2)
As part of the heating system sizing calculation (I M1401.3 WSEC 503.2.2)
Radiant slab:
R 10 foam insulation, continuous with thermal break (WSEC 502.1.4.9)
Chapter 9 Options Total of 1 Credit Required
Opt. Opt. Description
la High Efficiency HVAC Equipment 1
1b High Efficiency HVAC Equipment 2
lc High Efficiency HVAC Equipment 3
2 High Efficiency HVAC Distribution System
3a Efficient Building Envelope 1
3b Efficient Building Envelope 2
3c Super- Efficient Building Envelope 3
4a Air Leakage Control and Efficient Ventilation
4b Additional Air Leakage Control and Efficient Ventilation
5a Efficient Water Heating
5b High Effieciency Water Heating 1.5 III
6 Small Dwelling Unit
7 Large Dwelling Unit
8 Renewable Electric Energy *1200 kwh
Total Credits 1.50
WSEC Prescriptive Worksheet (2010 edition) Zone 1 WSUEEP10 -010 Copyright 2010
Glazing Schedule
Project Information Contact Information
Chris Bellows Meggan Fox 970 819 -5309
113 W. 7th Street
Port Angeles, WA 98362
Conditioned Floor Area 1860 Sum of UA for Heating System Sizing' 18.21
Sum of All Glazing Areas From Below 58
Glazing to Floor Area Ratio 3.12% 602.7.2 Exception Ratio (not to exceed 1
Exterior Doors
Plan Component Door Percent Width Height Glazing Door Door
ID Description Ref. U- factor Glazed Qt. Feet Inch Feet inch Area Area UA
One Exempt Swinging Door 24 Square Feet 1 3 6 8 20.0
Sum of Glazing Area, Door Area, and UA (do not include exempt door) 1
Area Weighted U UA/Area
Sum of Area and UA for Heating system size only (include exempt door) 1 1 20.0_
Vertical Glazing (Windows, Glazed doors using Exception 602.6 #1)
Plan Component Glazing Width Height Glazing
ID Description Ref. U- factor Qt. Feet inch Feet Inch Area UA
3050 SH 0.300 2 '3 5 30.0 9.00
2030 SH 0.300 1 2 3 6.0 1.80
3030 SH 0.300 2 3 3 18.0 5.40
Sum of Area and UA 54.0 16.20
Area Weighted U UA/Area 0.30
WSEC Prescriptive Worksheet (2010 Edition)
WSUEEPIO -010 Copyright 2010
Overhead,Glazing
Plan Component Glazing Width Height
ID Description Ref. U Qt. Feet inch Feet inch Area UA
2020.00 0.500 1 2 2 4.0 2.0
Sum of Area and UA I 4.0 2.0
Area Weighted U UA/Area 0.50
Doube Glazed Garden Windows Section 602.7.2 Exception
Plan Component Width Height
ID Description Qt. Feet Inch Feet inch Area UA
Sum of Area
Sum of Area X 3 (This total is automatically included in the glazing area total.)
Glazing UA for Heating System Size Only Area X 0.63
WSEC Prescriptive Worksheet (2010 Edition)
WSUEEPIO -010 Copyright 2010
Simple Heating System Size: Climate Zone 1
Project Information Contact Information
Chris Bellows Meggan Fox 970 819 -5309
113 W. 7th Street
Port Angeles, WA 98362
Indoor Design Temperature 70
Outdoor Design Temperature 1 281
Design Temperature Difference (AT)
AT Indoor Outdoor Design Temp 42
Conditioned Floor Area 270
Conditioned Volume 2430
Glazing
Copy Sum of UA from Glazing Schedule 1 181
Attic U- Factor X Area UA
R-49 0.027 270 7.3
R -38 Advanced 0.026
1 1
Single Rafter or Joist Vaulted Ceilings
U- Factor X Area UA
R -38 Vented 0.027
1 1
Above Grade Walls U- Factor X Area UA
R -21 0.056 374.5 21.0
1 1
Floors U- Factor X Area UA
R -30 0.029 270 7.8
1 1 1
Below Grade Walls U- Factor X Area UA
2' Depth Walls 0.042
3.5' Depth Walls 0.041
7' Depth Walls 0.037
Slab Below Grade F- Factor X Length UA
2' Depth 0.59
3.5' Depth 0.64
7' Depth 0.57
1 1
Slab on Grade F- Factor X Length UA
R -10 2' perimeter 0.54
R -10 Full Heated 0.55
1 1 1
Sum of UA 541
Envelope Heat Load 1 2280IBtu Hour
Sum of UA X AT
Air Leakage Heat Load I 11021Btu Hour
((Volume X 0.6) X AT) X .018))
Building Design Heat Load 33831Btu Hour
Air Leakage Envelope Heat Loss
Building and Duct Heat Load 1.51 50741Btu Hour
If ducts are located in unconditioned space: Sum of Building Heat Loss X 1.15
If ducts are located in conditioned space: Sum of Building Heat Loss X 1
Maximum Heat Equipment Output 150% 1 7611 Btu Hour
Building and Duct Heat Loss X 1.50
WSEC Prescriptive Worksheet (2010 Edition)
WSUEEP10 -010 Copyright 2010
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4 W A S H I N G T O N U.S.A.
q Public Works Utilities Department
November 17, 2011
Feeley Construction
1215 E Front Street
i Port Angeles, WA
;VA iRZ:ZP, ,g RE: Port Angeles Landfill Transfer Waste Disposal Application, WDA #11 -22
4�a as A r Ufa§
We have received your application for disposal of debris from the referenced site and reviewed the
testing results. Based on the test results submitted by Northwest Asbestos Consultants, Clallam
p County Environmental Health Services (CCEHS) concurs with the disposal of debris to the Regional
s t 1 Port Angeles Transfer Station.
A copy of your approved application is attached. This approved application must be shown to the
transfer station scale attendant at the time of disposal.
Please be advised that the disposal application is only for the materials and quantities listed in the
6 application. Materials not listed or in excess of the quantities noted may require separate
0 wry
applications and approval.
Please call McCabe, Solid Waste Superintendent at 360 417 -4872 or e -mail
tmccabe @cityofpa.us if you have any questions.
r
Sincerely
Tom McCabe
Solid Waste Superintendent
f
Cc: Brian Tate, Operations Manager, Port Angeles Transfer Station
it
Sonja Coventon, Scale Attendant, City of PA
Enc: WDA
C:Waste Disposal /correspondence
Phone: ne: 360 -41i 7 -4805 F ax: 360-417-4542
Wabsfe: wwJvv.cityofpa.us Erneii: pubkicworks @cityofpa.us
321 Fast Fifth Street P.J. Box 1150 Port Angeles, WDA 98862 -0217
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4'y 'F� WASTE DISPOSAL APPLJCATION
rw"—.IP" PORT ANGELES SOLID WASTE TRANSFER STATION
To: City of Port Angeles Phone: (360) 417 -4872
Attn: Solid Waste Superintendent Fax: (360) 452 -4972
321 E. Fifth Street
P.O. Box 1150
Port Angeles, Washington 98362
NOTE: All questions must be answered for waste to be approved.
1. Applicant Information:
Company Name:
Mailing Address: 171 5 r
Contact: te! t "7" �,°`'S
8'
Phone: '4
Project Name: '.a ,Le" p,"/'s
Project Location: f" t 1 f`
2. Other Contacts (if applicable):
Consulting Firm:
Contact:
Phone:
rantractor Name: °—'4, �C,)i' ;;1 ,`T .'=f',,
Contact: L
Phone:
Laboratory:
Contact:
Phone:
3. Source of Waste:
Check the appropriate box below and briefly describe the project, process, and /or cleanup that will or has produced
the waste requiring disposal. Include the gasoline service station number (if applicable).
CERCLA /MTCA Remediation Agency Contact:
Independent Remedial Action UST Removal
Unused Chemical Product Spill sIllpther Source: Of9i; :40DI r"F i
r
City of Port Angeles Waste Disposal Application Page 1 of 4
(last updated January 2011)
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4. Waste Material Composition: (Check all that apply and include percent of total)
Soil Foundry Slag
Solvents Dredge Sediments
Preserved Wood Debris O'
Coal Ash Other (list)
Wood Ash
NOTE: Total must equal 100
5. Waste Material Contaminants: (check all that apply)
Gasoline
Metals Diesel
Solvents Heating Oil PCBs
Unused Motor Oil Used Motor Oil /Waste Oil
Other Other Petroleum Product
Unknown
Note: Supply and MSDS information with application, if available.
6. Estimated Quantity of Waste for Disposal:
Cubic yards Tons (estimated both)
Drums Tons (estimated both)
Other:
NOTE: Estimated quantity for disposal must be within 20% of the quantity actually disposed. (10% for projects over
7,500 tons or 5,000 cubic yards)
7. Frequency of Disposal:
One time Monthly Annual other
8. Waste Sampling:
Proper characterization of the waste for disposal requires the collection of representative samples. The methods
and equipment necessary for obtaining representative samples of a waste, and the frequency of sampling, will vary
with the type and form of the waste. Check the appropriate box and briefly describe how the waste was sampled.
Identify site and location where material is being removed from.
Number of COMPOSITE samples: Number of DISCRETE samples:
y p I Lam' 1 A f
City of Port Angeles Waste Disposal Application Page 2 of 4
(last updated January 2011)
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NOTE 1: Unless prior approval has been granted by Port Angeles, the following sampling frequency will be used:
0 25 cubic yards 1 composite sample
25 —100 cubic yards 3 composite samples
101 -500 cubic yards 5 composite samples
501 -1000 cubic yards 7 composite samples
1D01— 2000 cubic yards 10 composite samples
>2000 cubic yards 10 plus one sample for each additional 500 cubic yards
NOTE 2: One composite sample shall contain a minimum of three /maximum of five discrete samples.
9. Waste Analysis:
The "Dangerous Waste Regulations" (WAC 173 -303) shall be utilized to determine the appropriate analytical
requirements for waste characterization. Ecology Publication #91 -30 (Revised November 1995) or any future
updates "Guidance for Remediation of Petroleum Contaminated Soils" shall also be used to characterize petroleum
contaminated soils from underground storage tanks releases. Submit all laboratory analytical results, QA /QC data,
and Chain of Custody sheets along with this application.
(NOTE: The sampling laboratory must be accredited by the Washington State Department of Ecology.)
List all analytical test methods used:
b) Provide a narrative as to why the above analytical methods were selected:
i 'o
A In.
NOTE: Additional sheets attached: YES NO
10. Soil Classification: *FOR PETROLEUM CONTAMINATED SOILS ONLY
Based on the analytical data and Ecology Publication #91 -30, the soil classification is: (check one)
Class 1 Class 2 Class 3 Class 4
Calculated Hazard Index
11. Dangerous Waste Affidavit:
Based on a review of the analytical test results, site history, and the applicable regulations, this waste is classified as:
(check one)
,4Cleither Dangerous Waste (DW) nor Extremely Hazardous Waste (EHW)
0 Dangerous Waste (DW) and Waste Code:
Extremely Hazardous Waste (EHW) and Waste Code:
City of Port Angeles Waste Disposal Application Page 3 of 4
(last updated January 2011)
1 .2, Special Notes for Asbestos Disposal
All asbestnx conza|niog materials with the exception of roofing Material in good cond|bOn that is not peeling,
craokin8 orcromb|ing. with petroleum binder that still exhibits plasticity to prevent release of asbestos fibers) must:
o Be tightly wr pned or bagged in 5 mil plastic with no excess air in the packaging
o Not exceed 50 pound en bundie
o 8e labeled zs asbestos with required information regarding its origin
Be transported with a rnanifest in the vehicle
Arrive at the transfer station only by appointment with Brian Tate of Waste Connections at 360 -452-04117 or cell
phone 36O'91]'7Q8D that the material can bedeposiredina lock box.
Certification:
We, THE UNDERSIGNED, certfv that this application is true to the best of nur koowledge. All information provided is
correct and the enclosed analytical nsu|tt represent proposed waste material to the best of our abflities.
Waste Generator's Signature:
Printed Name Company Position Tz .7\4. cal/|4
Company: �L,)
Date: }t6 I /7.c
If you have any questions please contact Tom McCabe, Solid Waste Superintendent at 417-4S72 or email
tmccabeiScitvofpa'os.
/�l �7
THIS SECTION TO BE FILLED OUT BY AUTHORiZED 5TAFF
Appr
de/2 L �`~��4
En nmen Date
v
I/
certify under penalty of law that the statements made on this form are true and correct to the best of my
knowledge, nformation and belief.
N.
N� `\r"
Tom McCabe Solid Waste Supehntendent Date
Contractor shall present their copy of approved application to Scale House.
~4 Demolition Permit must beobta/nad|fdemo!ftion occurs [n the City. Permit forms are available s/the
buiding counter at City Hak or on the Ciry's v,ebsite LJnder the ink of oa.uS/ Phone 350-4.17-
43.15
City of Por: Angeles -YVssta Disposal ApdicakVn vaEe1:oi
(last updated January 2Dll}
L. ASBESTOS BULK SAMPLE DATA
y !r
NORTHWEST ASBESTOS CONSULTANTS
Surveys, Inspection, Sampling
AHERA Building Inspector Mgmt. Planner
EPA Certification WAMOA -0042
406 Reed St. Port Townsend, WA 98368
northwestasbestosconsultants @cablespeed.com
360- 385 -0584
To Northern Industrial Hygiene, Inc.
Date: 10/14/11
lob Location: 113 W. 7th St.
Port Angeles, WA 98362
Owner: Chris Bellows and Megan Fox
113 W. 7th St.
Port Angeles, WA 98363
Contact: Lindberg Smith Architects
319 S. Peabody St. Suite -B
Port Angeles, WA 98362
Sample #1: Kitchen and laundry room. Floor vinyl with mastic. White with gray
and pink flecks.
Inspector: Bob Witheridge
AHERA Building Inspector Management Planner
WAMOA 0042- 1022201002
Expires 10/22/11,
See attachment
Thank you,
Bob Witheridge, EFM
215 SW 153rd Street Burien, WA 98166
x �r OFFICE: (20,5) 988-1746 FAX (2D6) 938 -1975
r�M ate. .t..,?•-",' A .L NVLAP Lab Cade: 200511-0
Bulk Asbestos Analysis Report
Northwest Asbestos Consultants NIH Batch Number 11-00659
406 Reed Street Client Job Number:
Port Townsend, WA 98368- Tum Around Time: 3 Day C
Project Location: 113 W. 7th Street, Port Angeles Samples Analyzed: 1
Client Sample Number: 1 Lab Sample Number. 11 00654.0001
Client Sample Description: Floor Vinyl with mastic -White Gray Pink Flecks
Client Sample Location: Kitchen and Laundry Room
Sample Comments: No mastic present Checked If Sample Not Analyzed 0
White vinyl
Asbestos Fibrous Components: Non Asbestos Fibrous Components: Non Fibrous Components:
No Asbestos Detected 30% Aggregate
70% Vinyl Filler and Binder
Sampled by: Bob Witheridge 10/14/2011
k c
Received by: Jude Cummings 10/17/2011
Reviewed by: Jude Cummings 10/17/2011
Jude Cummings, Laboratory Manager
Page 1
Summary of Inspection
This survey includes all areas of inspection with report results from Northern Industrial
Hygiene, Inc.
Sample #1: Kitchen and laundry room. Floor vinyl with mastic. White with gray
and pink flecks.
No asbestos detected.
All asbestos containing building materials with a reading greater than 1% is
considered a hazardous material if disturbed.
If removed the owner or a certified abatement contractor must follow the rules of the
EPA and governed by Olympic Region Clean Air Agency.
During demolition or renovation it is possible that additional suspect asbestos
containing building material (ACBM) may be found. Should such suspect material be
discovered an AHERA certified inspector will have to sample and test the material to
prove it is of non asbestos.
Northwest Asbestos Consultants is not responsible for identification of hidden
materials that are not identifiable with reasonable diligence.
Thank you,
Bob Witheridge, E.F.M.
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This card certifies that Cert
William Feeley R4- 8869 -10 -1588
has fulfilled the requirements of the To do Substances v
Control Act (TSCA) Section 402 (a)(1), and has 44` h
received certification as an individual, pursuant toy 4
40CFR Part 745.226 to conduct lead -based paint` rr�
activities for the following:
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I nstructor: Andre Zwanenburg
Refresher training 1
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Seattle, WA. .98101 (206)281 -88
Renovator Initial English
a Cert.# R -I- 8869 -10 -158 I
Course Date: 4/21/2010
Refresher training required by: 4/20/2015
William Feeley Examination Date: 4/21/2010
2606 Deer Park Rd Test Score: 95
Port Angeles WA 98362
1
ARGA
.ENVIRONMENTAL
1730 Minor Ave., Suite 900
Seattle, WA 98101 (206) 281 -8858
11 10/2011 13: 32 3E04171467 ORCAA PA
PAGE 01
RECEIVED 11/10/2011 12:41 3604171467 OPCAA FA
flOY/1072 12:54 PM ORCIA FAX No. 3604916308 P. 001/006
11/10/2011 THU 1O:12 FAX 0 Z 002
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4 (360) S39-7610 F`IVX (360) 491-63013
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319 s. peabody, suite b port angeles, wa 98362
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319 S. Peabody, Suite B., Port Angeles, WA 98362
360.452.6116 fax 360.452.7064
contact(alindarclr. com www.lindarch.com
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319 South Peabody St. DATit
1 LIONDI 6 :1 441r1E/ Suite B
Port Angeles, WA 98362 SEWED: 1 n I A Residencial Addition For
Chris Bellows Meggan Fox
A R C 1F4 if T 1R C T S Phone:(380) 462-6116 CO m go, 21.!,fter.mwTom
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Project: page
Location: Uniformly Loaded Floor Beam 1
Uniformly Loaded Floor Beam a 1 gle 10
[2009 International Building Code 2005 NDS of
3.5INx5.5INx6.OFT
#2 Douglas- Fir -Larch (North) Dry Use
Section Adequate By: 60.9% StruCalc Version 8.0.100.0 10/12/2011 12:59:26 PM
Controlling Factor: Moment LOADING DIAGRAM
DEFLECTIONS Center
Live Load 0.06 IN L/1198
Dead Load 0.02 in
Total Load 0.08 IN L/856
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A B
Live Load 480 Ib 480 Ib
Dead Load 192 Ib 192 Ib
Total Load 672 Ib 672 Ib
Bearing Length 0.31 in 0.31 in
,yn� ;.:3hv✓vae Mr wx:. -A's:5 x ssc s ,,,s�� -�ew.s P•s„isurvawsdw..a M :a v.::.e
BEAM DATA Center
Span Length 6 ft A 6ft B
Unbraced Length -Top 1.33 ft
Floor Duration Factor 1.00
Notch Depth 0.00 FLOOR LOADING
MATERIAL PROPERTIES Side 1 Side 2
#2 Douglas- Fir -Larch (North) Floor Live Load FLL 40 psf 40 psf
Base Values Adjusted Floor Dead Load FDL 15 psf 15 psf
Bending Stress: Fb 850 psi Fb' 1104 psi Floor Tributary Width FTW 1.5 ft 2.5 ft
Cd =1.00 CI =1.00 CF =1.30 Wall Load WALL 0 plf
Shear Stress: Fv 180 psi Fv' 180 psi BEAM LOADING
Cd =1.00 Beam Total Live Load: wL 160 plf
Modulus of Elasticity: E 1600 ksi E 1600 ksi Beam Total Dead Load: wD 60 plf
Min. Mod. of Elasticity: E_min 580 ksi E_min' 580 ksi Beam Self Weight: BSW 4 plf
Comp. 1 to Grain: Fc 625 psi Fc 1 625 psi Total Maximum Load: wT 224 plf
Controlling Moment: 1008 ft -Ib
3.0 ft from left support
Created by combining all dead and live loads.
Controlling Shear: -578 Ib
At a distance d from support.
Created by combining all dead and live loads.
Comparisons with required sections: Req'd Provided
Section Modulus: 10.96 in3 17.65 in3
Area (Shear): 4.82 in2 19.25 in2
Moment of Inertia (deflection): 14.58 in4 48.53 in4
Moment: 1008 ft -Ib 1623 ft -Ib
Shear: -578 Ib 2310 Ib
NOTES
page
Project:
Loc tion: Roof Beam 1
Robf Beam,
[2009 International Building Code(2005 NDS)] x of
3.5INx5.5INx7.OFT
#2 Douglas- Fir -Larch (North) Dry Use
Section Adequate By: 4.0% StruCalc Version 8.0.100.0 10/12/2011 1:00:53 PM
Controlling Factor: Moment LOADING DIAGRAM
DEFLECTIONS Center
Live Load 0.12 IN L/690
Dead Load 0.08 in
Total Load 0.20 IN L/412
Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180
REACTIONS A
Live Load 613 Ib 613 Ib
Dead Load 412 Ib 412 Ib
Total Load 1025 Ib 1025 Ib
Bearing Length 0.47 in 0.47 in
BEAM DATA
Span Length 7 ft A 7ft B
Unbraced Length -Top 2 ft
Unbraced Length- Bottom 0 ft
Roof Pitch 5 :12 ROOF LOADING
Roof Duration Factor 1.15 Side One:
MATERIAL PROPERTIES Roof Live Load: LL 25 psf
#2 Douglas- Fir -Larch (North) Roof Dead Load: DL 15 psf
Base Values Adjusted Tributary Width: TW 0 ft
Bending Stress: Fb 850 psi Fb' 1268 psi Side Two:
Cd =1.15 CI =1.00 CF =1.30 Roof Live Load: LL 25 psf
Shear Stress: Fv 180 psi Fv' 207 psi Roof Dead Load: DL 15 psf
Cd =1.15 Tributary Width: TW 7 ft
Modulus of Elasticity: E 1600 ksi E' 1600 ksi Wall Load: WALL 0 plf
Min. Mod. of Elasticity: E_min 580 ksi E_min' 580 ksi SLOPE /PITCH ADJUSTED LENGTHS AND LOADS
Comp. to Grain: Fc L 625 psi Fc 625 psi Adjusted Beam Length: Ladj 7 ft
Moment: 1794 ft -Ib Beam Self Weight: BSW 4 pif
Controlling Beam Uniform Live Load: wL 175 pif
3.5 ft from left support Beam Uniform Dead Load: wD_adj 118 plf
Created by combining all dead and live loads. Total Uniform Load: wT 293 plf
Controlling Shear: -902 Ib
At a distance d from support.
Created by combining all dead and live loads.
Comparisons with required sections: Req'd Provided
Section Modulus: 16.97 in3 17.65 in3
Area (Shear): 6.54 in2 19.25 in2
Moment of Inertia (deflection): 21.18 in4 48.53 in4
Moment: 1794 ft-Ib 1865 ft-Ib
Shear: -902 Ib 2657 Ib
NOTES
page
Project:
L4ation: Roof Beam 2
Roof Beam of
[2009 International Building Code(2005 NDS)]
3.5 IN x 5.5 IN x 5.25 FT
#2 Douglas- Fir -Larch (North) Dry Use
Section Adequate By: 8.4% StruCalc Version 8.0.100.0 10/12/2011 1:01:37 PM
Controlling Factor: Moment LOADING DIAGRAM
DEFLECTIONS Center
Live Load 0.07 IN U954
Dead Load 0.04 in
Total Load 0.11 IN U573
Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180
REACTIONS A B
Live Load 788 Ib 788 Ib
Dead Load 523 Ib 523 Ib
Total Load 1310 Ib 1310 Ib
Bearing Length 0.60 in 0.60 in
BEAM DATA 5.25 ft B AL
Span Length 5.3 ft A
Unbraced Length -Top 2 ft
Unbraced Length- Bottom 0 ft
Roof Pitch 5 :12 ROOF LOADING
Roof Duration Factor 1.15 Side One:
MATERIAL PROPERTIES Roof Live Load: LL 25 psf
#2 Douglas- Fir -Larch (North) Roof Dead Load: DL 15 psf
Base Values Adjusted Tributary Width: TW 2 ft
Bending Stress: Fb 850 psi Fb' 1268 psi Side Two:
Cd =1.15 CI =1.00 CF =1.30 Roof Live Load: LL 25 psf
Shear Stress: Fv 180 psi Fv' 207 psi Roof Dead Load: DL 15 psf
Cd =1.15 Tributary Width: TW 10 ft
Modulus of Elasticity: E 1600 ksi E 1600 ksi Wall Load: WALL 0 plf
Min. Mod. of Elasticity: E_min 580 ksi E_min' 580 ksi SLOPE /PITCH ADJUSTED LENGTHS AND LOADS
Comp. L to Grain: Fc 1 625 psi Fc 1 625 psi Adjusted Beam Length: Ladj 5.25 ft
Beam Self Weight: BSW 4 plf
Controlling Moment: 1720 ft-Ib Beam Uniform Live Load: wL 300 plf
2.625 ft from left support Beam Uniform Dead Load: wD_adj 199 plf
Created by combining all dead and live loads. Total Uniform Load: wT 499 plf
Controlling Shear: 1100 Ib
At a distance d from support.
Created by combining all dead and live loads.
Comparisons with required sections: Reo'd Provided
Section Modulus: 16.27 in3 17.65 in3
Area (Shear): 7.97 in2 19.25 in2
Moment of Inertia (deflection): 15.23 in4 48.53 in4
Moment: 1720 ft -Ib 1865 ft -lb
Shear: 1100 Ib 2657 Ib
NOTES
a page
Project:
Lor ,fation: Roof Beam 3
Roof Beam '.1 a' a
of
[2009 International Building Code(2005 NDS)]
3.5 IN x 5.5 IN x 3.0 FT
#2 Douglas- Fir -Larch (North) Dry Use
Section Adequate By: 558.8% StruCalc Version 8.0.100.0 10/12/2011 1:02:04 PM
Controlling Factor: Moment LOADING DIAGRAM
DEFLECTIONS Center
Live Load 0.00 IN L/MAX
Dead Load 0.00 in
Total Load 0.01 IN L/6097
Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180
REACTIONS A B
Live Load 225 Ib 225 Ib
Dead Load 152 Ib 152 Ib
Total Load 377 Ib 377 Ib
Bearing Length 0.17 in 0.17 in
BEAM DATA
Span Length 3 ft A B
Unbraced Length -Top 2 ft
Unbraced Length- Bottom 0 ft
Roof Pitch 5 :12 ROOF LOADING
Roof Duration Factor 1.15 Side One:
MATERIAL PROPERTIES Roof Live Load: LL 25 psf
#2 Douglas- Fir -Larch (North) Roof Dead Load: DL 15 psf
Base Values Adjusted Tributary Width: TW 2 if
Bending Stress: Fb 850 psi Fb' 1268 psi Side Two:
Cd =1.15 C1 =1.00 CF =1.30 Roof Live Load: LL 25 psf
Shear Stress: Fv 180 psi Fv' 207 psi Roof Dead Load: DL 15 psf
Cd =1.15 Tributary Width: TW 4 ft
Modulus of Elasticity: E 1600 ksi E' 1600 ksi Wall Load: WALL 0 plf
Min. Mod. of Elasticity: E_min 580 ksi E min' 580 ksi SLOPE /PITCH ADJUSTED LENGTHS AND LOADS
Comp. -L to Grain: Fc 625 psi Fc 625 psi Adjusted Beam Length: Ladj 3 ft
Beam Self Weight: BSW 4 plf
Controlling Moment: 283 ft-Ib Beam Uniform Live Load: wL 150 plf
1.5 ft from left support Beam Uniform Dead Load: wD_adj 102 plf
Created by combining all dead and live loads. Total Uniform Load: wT 252 plf
Controlling Shear: 264 Ib
At a distance d from support.
Created by combining all dead and live loads.
Comparisons with required sections: Read Provided
Section Modulus: 2.68 in3 17.65 in3
Area (Shear): 1.91 in2 19.25 in2
Moment of Inertia (deflection): 1.43 in4 48.53 in4
Moment: 283 ft-Ib 1865 ft -Ib
Shear: 264 Ib 2657 Ib
NOTES
page
Pr)lect:
Lo^bation: Multi- Loaded Multi -Span Beam 4
Multi- Loaded Multi -Span Beam 1
o f
[2009 International Building Code(2005 NDS)]
3.5INx7.251Nx3.OFT
#2 Douglas- Fir -Larch (North) Dry Use
Section Adequate By: 59.6% StruCalc Version 8.0.100.0 10/12/2011 1:48:29 PM
Controlling Factor: Moment LOADING DIAGRAM
DEFLECTIONS Center
Live Load 0.01 IN L/4405
Dead Load 0.01 in
Total Load 0.01 IN L/2703 1
Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240
REACTIONS A B
Live Load 1117 Ib 783 Ib TRi
Dead Load 705 lb 491 Ib
Total Load 1821 Ib 1275 Ib k 1 l i m. t rt g
Bearing Length 0.83 in 0.58 in
BEAM DATA Center 3 ft
Span Length 3 ft A B
Unbraced Length -Top 2 ft
Unbraced Length- Bottom 3 ft
Live Load Duration Factor 1.00 UNIFORM LOADS Center
Notch Depth 0.00 Uniform Live Load 50 pif
MATERIAL PROPERTIES Uniform Dead Load 30 plf
#2 Douglas- Fir -Larch (North) Beam Self Weight 5 plf
Base Values Adjusted Total Uniform Load 85 plf
Bending Stress: Fb 850 psi Fb' 1102 psi POINT LOADS CENTER SPAN
Cd =1.00 C1 =1.00 CF =1.30 Load Number One
Shear Stress: Fv 180 psi Fv' 180 psi Live Load 1500 Ib
Cd =1.00 Dead Load 940 Ib
Modulus of Elasticity: E 1600 ksi E 1600 ksi Location 1 ft
Min. Mod. of Elasticity: E_min 580 ksi E_min' 580 ksi
Comp. to Grain: Fc -I- 625 psi Fc 625 psi TRAPEZOIDAL LOADS CENTER SPAN
Load Number One
Controlling Moment: 1765 ft -lb Left Live Load 250 plf
1.02 Ft from left support of span 2 (Center Span) Left Dead Load 150 pif
Created by combining all dead loads and live loads on span(s) 2 Right Live Load 250 plf
Controlling Shear: 1770 Ib Right Dead Load 150 plf
At a distance d from left support of span 2 (Center Span) Load Start 2 ft
Created by combining all dead Toads and live loads on span(s) 2 Load End 3 ft
Load Length 1 ft
Comparisons with required sections: Req'd Provided
Section Modulus: 19.21 in3 30.66 in3
Area (Shear): 14.75 in2 25.38 in2
Moment of Inertia (deflection): 9.87 in4 111.15 in4
Moment: 1765 ft-lb 2817 ft -lb
Shear: 1770 Ib 3045 Ib
NOTES