HomeMy WebLinkAboutPermit D14-0228 - ANDERSON REROOF - SHED ROOFANDERSON REROOF
13049 56TH AVE S
D14-0228
Parcel No:
Address:
Project Name:
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.eov
DEVELOPMENT PERMIT
2172000060
13049 56TH AVE S Issue Date:
Permit Expires On:
ANDERSON REROOF
Permit Number:
D14-0228
7/28/2014
1/24/2015
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
ANDERSON JOSEPH BURKE+MARY
13049 56TH AVE S, TUKWILA, WA,
98178
WADE DAMEY
4742 42 AVE SW #312 , SEATTLE, WA,
98116
NAT INSTALLATION NTWRK INC
7008 SE 29 ST, MERCER ISLAND, WA,
98040
License No: NATININ915JN
Lender:
Name: OWNER
Address:
/11
Phone: (206) 650-6196
Phone: (425) 351-3131
Expiration Date: 5/20/2015
DESCRIPTION OF WORK:
INSTALLING (2) DORMERS AND A SHED ROOF
Project Valuation: $15,000.00
Type of Fire Protection: Sprinklers: NO
Fire Alarm: NO
Type of Construction: VB
Electrical Service Provided by: TUKWILA FIRE SERVICE
Fees Collected: $657.82
Occupancy per IBC: R-3
Water District: TUKWILA
Sewer District: TUKWILA SEWER SERVICE
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
2012
2012
2012
2012
International Fuel Gas Code:
WA Cities Electrical Code:
WA State Energy Code:
2012
2012
2012
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering: Volumes: Cut: 0 Fill: 0
Landscape Irrigation:
Sanitary Side Sewer: Number: 0
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter: No )-U
Permit Center Authorized Signature: LoS,[4,-‘ Date: '1
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
Signature
Print Na e:
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop
drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings
shall be maintained on the site and available to the building inspector for inspection purposes.
5: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
7: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy
can be obtained at City Hall in the office of the City Clerk.
8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
11: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0409 FRAMING
0104 REMOVE STOP WORK
0401 ROOF SHEATHING
0603 ROOF/CEILING INSUL
0601 WALL INSULATION
CITY OF TUKK 4
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Per11,<=-..1No.
Project No.
Dly-D2245
Date Application Accepted:
Date Application Expires:
of Z2 �s
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
Site Address: 13049 56TH AVE S TUKWILA 98178
Tenant Name: JOSEPH B ANDERSON
King Co Assessor's Tax No.:
Suite Number: Floor:
New Tenant: ❑ Yes I ..No
PROPERTY OWNER
Name: JOSEPH B ANDERSON
Address: 13049 56TH AVE S.
City: TUKWILA State: WA
Zip: 98178
CONTACT PERSON — person receiving all project
communication
Name: WADE DAMEY
Address: 4742 42ND AVE SW #312
City: SEATTLE State: WA Zip: 98116
Phone: (206) 650-6196 Fax:
Email: DAMEYW@AWBENG.COM
GENERAL CONTRACTOR INFORMATION
Company Name: NATIONAL INSUL.NETWORK
Address: 7008 SE 29TH ST
City: MERCER ISLAND State: WA Zip: 92040
Phone: (425) 315-3131 Fax:
Contr Reg No.: NATININ915JN Exp Date: 05/20/2015
Tukwila Business License No.:
217200-0060
ARCHITECT OF RECORD
Company Name:
Architect Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Company Name: A W B ENGINEERING
Engineer Name: WADE DAMEY
Address: 4742 42ND AVE SW #312
City: SEATTLE State: WA
Zip: 98116
Phone: (206) 650-6196 Fax:
Email: DAMEYW@AWBENG.COM
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
H:\Applications\Forms-Applications On Line\2011 Applications\permit Application Revised - 8-9-1 I.docx
Revised: August 2011
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Page 1 of 4
BUILDING PERMIT INFORMATIOP206-431-3670
Valuation of Project (contractor's bid price): $ 15,000 Existing Building Valuation: $ 27,000
Describe the scope of work (please provide detailed information):
INSTALLING TWO DORMERS AND A SHED ROOF
Will there be new rack storage? ❑ Yes
0.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1 st Floor
1,020
0
2"d Floor
380
3rd Floor
Floors thru
Basement
880
Accessory Structure*
Attached Garage
Detached Garage
480
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
320
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): 29,700 Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard:
Compact: Handicap:
Will there be a change in use? ❑ Yes ▪ No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
O Sprinklers 0 Automatic Fire Alarm Z None
O Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Ill No
If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
m On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:Wpplications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8.9-I l.docx
Revised: August 2011
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Page 2 of 4
Scope of Work (please provide detailed information):
Ca11 before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila 0... Water District #125
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila
❑ ...Sewer Use Certificate
0 .. Highline
❑ ... Valley View ❑ .. Renton
❑ ... Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
Septic System:
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34")
❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report 0 ...Traffic Impact Analysis
❑ ...Bond ❑ .. Insurance 0 .. Easement(s) ❑ .. Maintenance Agreement(s) 0 ...Hold Harmless — (SAO)
0 ...Hold Harmless — (ROW)
Proposed Activities (mark boxes that apply):
❑ ...Right-of-way Use - Nonprofit for less than 72 hours
❑ ...Right-of-way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way 0
❑ ...Total Cut
0 ...Total Fill
cubic yards
cubic yards
❑ .. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
0 ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor
❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization
0 ...Frontage Improvements 0 .. Pavement Cut ❑ .. Trench Excavation
❑ ...Traffic Control 0 .. Looped Fire Line ❑ .. Utility Undergrounding
❑ ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ ...Permanent Water Meter Size... WO #
❑ ...Temporary Water Meter Size .. WO #
❑ ...Water Only Meter Size WO # 0 ... Deduct Water Meter Size
❑ ...Sewer Main Extension Public 0 Private ❑
❑ ...Water Main Extension Public 0 Private 0
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
0 ...Water 0 ...Sewer 0 ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
City State Zip
Water Meter Refund/Billing:
Name:
Mailing Address:
Day Telephone:
City
State Zip
H.\Applications'Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 3 of 4
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWN : ' HOB E s T. /
Signature: ,/.' . 1AillP
Print Name.
OSEPH B ANDERSON
Mailing Address: 13049 56TH AVE S
Date: 07/21/2014
Day Telephone: (206) 947-6345
TUKWILA WA 98178
City State Zip
HAApplications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
PermitTRAK
I ACCOUNT I QUANTITY
I PAID
$657.82
D14-0228 Address: 13049 56TH AVE S
Apn: 2172000060
$657.82
DEVELOPMENT
$638.60
PERMIT FEE
R000.322.100.00.00
0.00
$384.30
PLAN CHECK FEE
R000.345.830.00.00
0.00
$249.80
WASHINGTON STATE SURCHARGE
8640.237.114
0.00
$4.50
TECHNOLOGY FEE
$19.22
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R2706
R000.322.900.04.00
0.00
$19.22
$657.82
Date Paid: Monday, July 28, 2014
Paid By: JOSEPH ANDERSON
Pay Method: CHECK 5329
Printed: Monday, July 28, 2014 1:38 PM 1 of 1
CRWSYSTEMS
MINSPECTION RECORD
ORI Retain a copy with permit
INS ON
PP1-02-z-3
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
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Pr,'ecta : A
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Type of In pection: r
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Date Called:
Special Instructions: it/m
Date Wanted:
a.m.
Requester:
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'phone No:
Approved per applicable codes. LJ Corrections required prior to approval.
OMMENTS:
inspector:
Date: 3
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REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100, Call to schedule reinspection,
INSPECTION RECORD
Retain a copy with permit
INS ION Na PERMIT NO.
CITY OF TUKVVILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Pr ject :
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Address:
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COMMENTS:
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REINSPECTION FEE REQUIRED. Prior to next inspection. lee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedute reinspection.
INSPECTION RECORD
Retain a copy with permit
ID/V-6 2-7-427,
PERMIT NO.
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CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request tine (206) 438-9350
Pr ject:
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Type ft lrrecK, g
'Address:
1301-(q 561-f "1-02-for
Date Call :
Special Instructions:
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Phone No:
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orrections required prior to approval,
COMMENTS: F
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REINS 3ECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection,
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO,
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
D121- 0104
Project: 0
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'Requester:
Phone No:
Approved per applicable codes.
EJCorrections required prior to approval,
COMMENTS:
Inspector
Date:
7
RE1NSPECTION FEE REQUIRED_ Prior to next inspection. fee must be
paid at 6300 Southcenter Btvd., Suite 100. Cali to schedule reinspection.
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INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
INSPECTION RECORD
Retain a copy with permit
Project: A 7e-e Xr:
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Address:
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Phone No:
Approved per applicable codes.
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COMMENTS:
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Insctor:
Date:
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REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspection.
INSPECTION NO.
CITY OF TUKVVILA BUILDING D
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 438-9350
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
VISION
(206) 431-3670
Project:
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Phone No:
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Corrections required prior to approval.
COMMENTS:
Date:
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REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100, Catt to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION Na PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd,, #100, Tukwila, WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
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Date Called:
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Phone No:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
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Inspeotor
Date:
R1NSCTIONFEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Can to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (208) 438-9350
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Special Instructions:
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COMMENTS:
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Date:
E REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
INSPECTIONO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION &Ai
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Project:
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Type of.lnspection:,
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Phone No:
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
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REINSPECTION FED REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to
an
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Project: _
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Type of Inspection::
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Address:
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Date Called:
Special Instructions:
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Phone No:
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Approved per applicable codes. IJ Corrections required prior to approval.
COMMENTS:
Irispectot: `
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Date:
1E--I (71
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
patat 6300 Southcenter Blvd.? Suite 100. Calllto schedule reinspection.
INSPECTION ' 0.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 431-2451
Proj ct:
, � ..eJ�s t) A ic f
Type of Inspection:
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Address:
13 6' 16? 5
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Date Called:
Special Instructions:
Date Wanted:
2--
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Requester:
Phone No:
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
Inspector
Date: .Z 1'4
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
FILE COPY
nossumsolfil RI"
Structural Calculations
Anderson Dormer Addition
13049 56th Ave S
Tukwilia, WA 98178
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 2 8 2014
City of Tukwila
BUILDING DIVISION
Prepared by:
AWB Engineering, Inc.
Wade A. Damey, P.E.
dameyw@awbeng.com
206-650-6196 (cell)
RECEIVED
Ju►y 18thPfEY4OF TUKWILA
JUL 2 2 2014
PERMIT CENTER
�I�1-022�
Title Block Line 1
You can change this area
using the "Settings' menu item
and then using the "Printing &
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Title Block Line 6
Wood Beam
Lic. # : KW-06006706
Description : Ridge Beam tr dorm:Fr -r:rtt loads
CODE REFERENCES - -
Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05
Load Combination Set : 20061BC&ASCE7-05
Material Properties
Analysis Method : Allawac e S ; es.- Design
Load Combination 20061 E CisAS C E 7-05
Wood Species : Douglas Fir - Laroh
Wood Grade : No.2
Beam Bracing : Beam is F_rily Effaced against lateral -tors
_ Applied Loads
Load for Span Number 1
Uniform Load : D = 012 L loft, Extent = 0.0 -» 2.50 ft,
Uniform Load : D = 0 12OL 0 k/ft, Extent = 9.50 --» 11.67(
Point Load : D = 0.20 1_ _ 0 ,250 i 4 6.0 ft
Uniform Load : D = vhi. i- = 1 , Tributary Width =1.0 ft
DESIGN SUMMARY
Maximum Bending Stress Ratio
Section used for this span
fb : Actual
FB : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Maximum Deflection
Max Downward L+Lr+S Deflection
Max Upward L+Lr+S Deflection
Max Downward Total Deflection
Max Upward Total Deflection
File = c1UserslWedeTesktop',AWB201-2U0EANo-11catcs.ec6
ENERCALC, INC. 1983-2013. Build:6.13.1.31, Ver.6.13.1.31
B ENGINEERING
Fb - Tension 900.0 psi
Fb - Compr 900.0 psi
Fc - Prll 1,350.0 psi
Fc - Perp 625.0 psi
Fit 180.0 psi
Ft 575.0 psi
15)
E : Modulus of Elasticity
Ebend- xx 1,600.0 ksi
Eminbend - xx 580.0ksi
Density
• +
(0.3)
• • • • 4
0,98 : 1
3-2xi0
889.81.: psi
900.0Cipsi
+p+L+;
6.0C ' ft
Span # '.
0.14f, in Ratio =
0.000 in Ratio
0.202 in Ratio =
0.00(.l in Ratio =
Maximum Forces & Stresses for Load Combinations
Load Combination Max Stress Ratios_
Segment Length Span # M V Cd C FIV C
D Only
Length =11.830 ft 1 0.280
+D+L+H
Length=11.830 ft 1 0.989
+O+Lr+Fl
Length=11.830 ft 1 0.280
+D+S+H
Length =11.830 ft 1 0.280
0.096 1.00 1.00
1.00
0.340 1.00 1.00
1.00
0.096 1.00 1.00
1.00
0.096 1.00 1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
25)
3-2x12
D(0.12)
• • • • •
32.210pcf
Span = 11.830 ft
Service loads entered. Load Fac::r,. ;4 r.- =c-flied for calculations.
=1.0ft
1th =1.0 ft
num Shear Stress Ratio
Section used for this span
fv : Actual
Fv : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
`i7 )
0 <360
702
0 <240
Moment Values
Cr Cm C t CL M fb
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.00 1.00
1.99 251.56
7.04 889.80
1.99 251,56
1.99 251.56
Oesi•n OK
0.340 : 1
3-2x1 2
61.13 psi
180.00 psi
+D+L+H
0.000ft
Span # 1
Shear Values
F,b V fv Fly
0.00 0.00 0.00 0.00
900.00 0.59 17.36 180.00
0.00 0.00 0.00 0.00
900.00 2.06 61.13 180.00
0.00 0.00 0.00 0.00
900.00 0.59 17.36 180.00
0.00 0.00 0.00 0.00
900.00 0.59 17.36 180.00
Title Block Line 1
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using the "Settings" menu item
and then using the "Printing &
Title Block" selection.
Title Block Line 6 _
Wood Beam
A.-06006706:
Description :
Max Stress Ratios Moment Values
Load Combination F'b V fv Fv
Segment Length Span # M V- Cd C FN C i Cr Cm C t C L M - 0.00 0.00 0.00 0.00
+D+0.750Lr+0.750L+H _ 1.00 1.00 1.00 1.00 1.00 1.00
Length =11.830 ft 1 0.811 0.279 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.78 730.24 900.00 1.69 50.19 180.00
+D+0.750L+0.750S+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length =11.830 ft 1 0.811 0.279 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.78 730.24 900.00 1.690 50.19 9 180.00
+O+W+ti 1.00 1.00 1.00 1.00 1.00 1.00
Length 11.830 ft 1 0.280 0.096 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.99 251.56 900.00 0.59 17.36 180.00
+0+0 70E+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length =11.830 ft 1 0.280 0.096 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.99 251.56 900.00 0.59 17.36 180.00
+0+0.750Lr+0.750L+0.750W+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length=11.830 ft 1 0.811 0.279 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.78 730.24 900.00 1.69 50.19 180.00
43+0.750L 0.750S+0.750WtH 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length =11.830 ft 1 0.811 0.279 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.78 730.24 900.00 1.69 50.19 180.00
+0+0.750Lr+0.750L+0.5250E+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length =11.830 ft 1 0.811 0.279 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.78 730.24 900.00 1.69 50.19 180.00
+43+0.750L+0.7508+0.5250E4{ 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length =11.830 ft 1 0.811 0.279 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.78 730.24 900.00 1.69 50.19 180.00
+0.60D+W+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length =11.830 ft 1 0.168 0.058 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.19 150.93 900.00 0.35 10.42 180.00
+0.60D+0.70E+H 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00
Length =11.830 ft 1 0.168 0.058 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.19 150.93 900.00 0.35 10.42 180.00
Overall Maximum Deflections - Unfactored Loads Max. •+' De11 Location in Span
Load Combination Span Max. " Defl Location in Span Load Combination -
D+L
- - - -- 1 - _. 0.2022 5.915 0.0000 0.000
Vertical Reactions • Unfactored _ _ Support notation : Far left is #1 Values in KIPS
Load Combination Support 1 Support 2 -
OveraIl MAXimum- 2.634 2.536
D Only 0.749 0.721
L Only 1.885 1.815
D+L 2.634 2.536
- -File = cAUserslWadetDesktop`;AW3201-21JOEAND-14ratcs. --`
ENERCALC, INC. 1983-2013.8uid:6.13.1.31, Ver.6.13.1.31
Ridge Beam w dnrrr e punt loads
Shear Values
Title Block Line 1
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using the 'Settings" menu item
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Title Block" selection.
Title Block Line 6
General Footing
# : KW-06006706'
Description :
Footing
Code References _
Calculations per AC1 318-05, IBC 2006 CBC 2007, ASCE 7-05
Load Combinations Used : ASCE 7-05
General in€orrnati,c _ __--
Material Properties
Pc : Concrete 28 day strength
fy : Rebar Yield
Ec : Concrete Elastic Modulus =
Concrete Density =
tp Values Flexure =
Shear =
Analysis Settings
Min Steel % Bending Reinf. _
Min Allow % Temp Reinf.
Min. Overturning Safety Factor =
Min. Sliding Safety Factor =
Add Ftg Wt for Soil Pressure
Use ftg wt for stability, moments & shears
Add Pedestal Wt for Soil Pressure
Use Pedestal wt for stability, mom & shear
Dimensions_
Width parallel to X-X Axis = 2.0 ft
Length parallel to Z-Z Axis = 2.0 ft
Footing Thicknes = 10.0 in
Pedestal dimensions...
px : parallel to X-X Axis
pz : parallel to Z-Z Axis
Height
Rebar Centerline to Edge of Concrete..
at Bottom of footing =
Reinforcing
Bars parallel to X-X Axis
Number of Bars
Reinforcing Bar Size
Bars parallel to Z-Z Axis
Number of Bars
Reinforcing Bar Sizt
0.0 in
0.0 in
0.0 in
3.0 in
3.0
3.0
Bandwidth Distribution Check ACt 15.4.4.2)
Direction Requiring Closer Separation Ma
# Bars required within zone
# Bars required on each side of zone
Applied Loads
P : Cotumn Load
OB : Overburden
M-xx
M-zz
V-x
V-z
n/a
n/a
1.230
0.0
0.0
0.0
0.0
0.0
3.0 ksi
60.0 ksi
3,122.0 ksi
145.0 pcf
0.90
0.750
0.00180
1.50:1
1.50 :1
Yes
Yes
No
No
Lr
File=a\UserslwadeTesktoptAV,'B201-2W0EAND-ticalcs.ec6
ENERCALC, INC. 1983-2013, Build:6.13.1.31, Ver:6.13.1,31
3esign Values
Allowable Soil Bearing
Increase Bearing By Footing Weight
Soil Passive Resistance (for Sliding)
Soil/Concrete Friction Coeff.
Increases based on footing Depth
Footing base depth below sal surface
Allowable pressure increase per foot of deptl=
when footing base is below =
increases based on footing plan dimension
Allowable pressure increase per foot of dept =
when maximum length or width is greater4
3."t Bars
L
. 10
3.0
�.a
3.0
S W
0-0 0.0
0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
E
i _50 ksf
No
.30.0 pcf
J.30
0.0ft
0.0 ksf
0.0 ft
0.0 ksf
0.0 ft
:f-"'Bars
0.0 k
0.0 ksf
0.0 k-ft
0.0 k-ft
0.0 k
0.0 k
Title Block Line 1
You can change this area
using the 'Settings' menu item
and then using the Printing &
Title Block' selection.
Title Block Line 6
General Footing
Lic. # : KW-06006706
Description : Footing
DESIGN SUMMARY
- - Min. Ratio
PASS 0.8020
PASS n/a
PASS n/a
PASS n/a
PASS n/a
PASS n/a
PASS 0.09688
PASS 0.09688
PASS 0.09688
PASS 0.00688
PASS 0.1101
PASS 0.1101
PASS 0.1101
PASS 0.1101
PASS 0.1982
Detailed Results
Soil Bearing
Rotation Axis &
Load Combination...
Overturning Stability
Rotation Axis &
Load Combination...
Footing Has NO Overturning
Sliding Stability
Force Application Axis
Load Combination...
Footing Has NO Sliding
Footing Flexure
Flexure Axis & Load Combination
item
Soil Bearing
Overturning - X-X
Overturning - Z-Z
Sliding - X-X
Sliding - Z-Z
Uplift
Z Flexure (+X)
Z Flexure (-X)
X Flexure (+Z)
X Flexure (-Z)
1-way Shear (+X)
1-way Shear (-X)
1-way Shear (+Z)
1-way Shear (-Z)
2-way Punching
X-X. +1.40D
X-X. +1.40D
X-X. +1.20D+0.50Lr+1.60L+1.60H
X-X. +1.20D+0.50Lr+1.60L+1.60H
X-X. +1.20D+1.60L+0.50S+1.60H
X-X. +1.20D+1.60L+0.50S+1-60H
X-X. +1.20D+1.60Lr+0.50L
X-X. +1.20D+1.60Lr+0.50L
X-X. +1.20D+1.60Lr+0.80W
X-X. +1.20D+1.60Lr+0.80W
X-X, +1.20D+0.50L+1.60S
X-X. +1.20D+0.50L+1.60S
X-X, +1.20D+1.60S+0.80W
X-X. +1.200+1.60S+0.80W
X-X. +1.20D+0.50Lr+0.50L+1.60W
X-X. +1.20D+0.50Lr+0.50L+1.60W
X-X. +1.20D+0.50L+0.50S+1.60W
X X. +1.20D+0.50L+0.50S+1.60W
X-X. +1.20D+0.50L+0.20S+E
X-X. +1.20D+0.50L+0.20S+E
X-X. +0.90D+1.60W+1.60H
X-X. +0.90D+1.60W+1.60H
X-X. +0.900+E+1,60H
X-X. +0.90D+E+1.60H
Z-Z. +1.40D
Applied
1.203 ksf
0.0 k-ft
0.0 k•ft
0.0 k
0.0 k
0.0 k
0.8770 k-ft
0.8770 k-ft
0.8770 k-ft
0.8770 k-ft
9.048 psi
9.048 psi
9.048 psi
9.048 psi
32.574 psi
Gross Allowable Xecc Zecc
Overturning Moment
Sliding Force
Mu Which Tension @
k-ft Side ? Bot or Top ?
0.2998 +Z
0.2998 -Z
0.8770 +Z
0.8770 -Z
0.8770 +Z
0.8770 -Z
0.4508 +Z
0.4508 -Z
0.2570 +Z
0.2570 -Z
0.4508 +Z
0.4508 -Z
0.2570 +Z
0.2570 -Z
0.4508 +Z
0.4508 -Z
0.4508 +Z
0.4508 -Z
0.4508 +Z
0.4508 -Z
0.1928 +Z
0.1928 -Z
0.1928 +Z
0.1928 -Z
0.2998 -X
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
Bottom
As Req'd
in"2
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
File = c\tlsers\WadetDesktoptAWE201-2J0EAND-1Vcalcs.ec6`r
ENERCALC, INC.1983-2013. Build:6.13.1.31, Ver:6.13.1.31
Capacity
1.50 ksf
0.0 k-ft
0.0 k-ft
0.0 k
0.0 k
0.0 k
9.053 k-ft
9.053 k-ft
9.053 k-ft
9.053 k-ft
82.158 psi
82.158 psi
82.158 psi
82.158 psi
164.317 psi
Governing Load Combination
+D+L+H about Z-Z axis
No Overturning
No Overturning
No Sliding
No Sliding
No Uplift
+1.20D+0.50Lr+1.60L+1.60H
+1.20D+0.50Lr+1.60L+1.60H
+1.20D+0,50Lr+1.60L+1.60H
+1.20D+0.50Lr+1.60L+1.60H
+1.20D+0.50Lr+1.60L+1.60H
+1,20D+0.50Lr+1.60L+1.60H
+1.20D+0.50Lr+1.60L+1.60H
+1.20D+0.50Lr+1.60L+1.60H
+1.20 D+O. 50 L r+1. 60 L+1.60 H
Actual Soil Bearing Stress
+Z -X
Actual I Allowable
-X Ratio
Resisting Moment Stability Ratio Status
All units k
Resisting Force Sliding SafetyRatio _ Status
Gvm. As
inA2
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp%
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temo %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp
Actual As
in"2
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
Phi Mn
k-ft
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
Status
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Title Block Line 1
You can change this area
using the "Settings" menu item
and then using the "Printing &
Title' Block° selection.
Title Block Line 6
! General Footing
Lic. # : KW-06006706 :=^
Description :
Footing
Z-Z. +1.40D
Z-Z. +1.20D{0.50Lr+1.60L+1.60H
Z-Z. +1.200+0.50Lr+1.60L+1.60H
File = c 1Users\Wade\Qesktop\ W8201-2W0EAND-11calcs.ec6 I
ENERCALC, INC. 1983-2013. Bui1d:6.13.1.31, Ver.6.13.1.31
0.2998 +X Bottom
0.8770 -X Bottom
0.8770 +X Bottom
0.216 Min Temp 5/0
0.216 Min Temp %
0.216 Min Temp %
0.30
0.30
0.30
9,053
9.053
9.053
OK
OK
OK
Title Block Lie 1
You can change this area
using the 'Settings' menu item
and then using the Printing &
Title Block' selection.
Title Block Line 6
General Footing
Description :
Footing Flexure
Footing
Flexure Axis 8 Load Combination
Z-Z. +1.20D+1.60L+0.50S+1.60H
Z-Z. +1.20D+1.60L+0.50S+1.60H
Z-Z, +1.20D+1.60Lr+0.50L
Z-Z. +1.20D+1.60Lr+0.50L
Z-Z. +1.20D+1.60Lr+0.80W
Z-Z, +1.20D+1.60Lr+0.80W
Z-Z. +1.20D+0.50L+1.60S
Z-Z. +1.20D+0.50L+1.60S
Z-Z. +1.20D+1.60S+0.80W
Z-Z. +1.20D+1.60S+0.80W
Z-Z. +1.20D+0.50Lr+0.50L+1.60W
Z-Z, +1.20D+0.50Lr+0.50L+1.60W
Z-Z. +1.20D+0.50L+0.50S+1.60W
Z-Z. +1.20D+0.50L+0.50S+1.60W
Z-Z. +1.20D+0.50L+0.20S+E
Z-Z. +1.20D+0.50L+0.20S+E
Z-Z, +0.90D+1.60W+1.60H
Z-Z. +0.90D+1.60W+1.60H
Z-Z, +0.90D+E+1.60H
Z-Z. +0.90D+E+1.60H
One Way Shear
Load Combination...
+1.40D
+1.20D+0.50Lr+1.60L+1.60H
+1.20D+1.60L+0.50S+1.60H
+1,20D+1.60Lr+0.50L
+1.20D+1.60Lr+0.80W
+1.20D+0.50L+1.60S
+1.20D+1.60S+0.80W
+1.20D+0.50Lr+0,50L+1.60W
+1.20D+0.50L+0.50S+1.60W
+1.20D+0.50L+0.20S+E
+0.90D+1.60W+1.60H
+0.90D+E+1.60H
Punching Shear
Load Combination...
+1.40D
+1.20D+0.50Lt+1.60L+1.60H
+1.20D+1.60L+0.50S+1.60H
+1.20D+1.60Lr+0.50L
+1.20D+1.60Lr+0.80W
+1.20D+0.50L+1.60S
+1.20D+1.60S+0.80W
+1.20 D+0.50 Lr+O.50 L+1.60 W
+1.20D+0.50L+0.50S+1.60W
+1.20D+0.50L+0.20S+E
+0.90D+1.60W+1.60H
+0.90D+E+1.60H
Mu Which Tension @ As Req'd
k-ft Side ? Bot or Top ? in^2
0.8770 -X Bottom
0.8770 +X Bottom
0.4508 -X Bottom
0.4508 +X Bottom
0.2570 -X Bottom
0.2570 +X Bottom
0.4508 -X Bottom
0.4508 +X Bottom
0.2570 -X Bottom
0.2570 +X Bottom
0.4508 -X Bottom
0.4508 +X Bottom
0.4508 -X Bottom
0.4508 +X Bottom
0.4508 -X Bottom
0.4508 +X Bottom
0.1928 -X Bottom
0.1928 +X Bottom
0.1928 -X Bottom
0,1928 +X Bottom
0.216
0.216
0,216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
0.216
Re = c:lUsersiVJadeeesktoa',11W8201-21.10EAND-11caks.ece
ENERCAtC, INC-1983-2013, Build:6.13.1.31, Ver:6.13.1.31
Gvrn. As Actual As
inA2 inA2
Min Temo %
Min Temp %
Min Tema %
Min Temo %
Min Temo %
Min Tema %
Min Temp %
Min Temp %
Min Temo %
Min Tema %
Min Temo %
Min Temo %
Min Temp %
Min Temo %
Min Temp %
Min Tema
Min Temp %
Min Temp %
Min Temp %
Min Tema %
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
0.30
Pha Mh k-ft
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
9.053
Status
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Vu @ -X Vu @ +X Vu @ -Z Vu @ +Z Vu:Max Phi Vn Vu i Phi*Vn . _Status
3.094 osi 3.094 osi 3.094 osi 3.094 psi 3.094 psi 82.158 osi 0.03765
9.048 osi 9.048 osi 9.048 psi 9.048 osi 9.048 osi 82.158 psi 0.1101
9.048 psi 9.048 osi 9.048 osi 9.048 osi 9.048 psi 82.158 psi 0.1101
4.651 osi 4.651 osi 4.651 osi 4.651 osi 4.651 osi 82.158 osi 0.05661
2.652 osi 2.652 osi 2.652 osi 2.652 osi 2.652 osi 82.158 osi 0.03227
4.651 asi 4.651 asi 4.651 osi 4.651 osi 4.651 osi 82.158 osi 0.05661
2.652 osi 2.652 osi 2.652 osi 2.652 osi 2.652 osi 82.158 osi 0.03227
4.651 osi 4.651 osi 4.651 osi 4.651 psi 4.651 osi 82.158 psi 0.05661
4.651 osi 4.651 psi 4.651 osi 4.651 psi 4.651 osi 82.158 osi 0.05661
4.651 osi 4.651 psi 4.651 osi 4.651 osi 4.651 osi 82.158 osi 0.05661
1.989 osi 1.989 osi 1.989 psi 1.989 osi 1.989 osi 82.158 osi 0.02421
1.989 osi 1.989 osi 1.989 osi 1.989 osi 1.989 psi 82.158 osi 0.02421
All units k
- - Vu Phi'Vn Vu 1 Phi'Vn Status
11.137 osi 164.317osi 0.06778 OK
32.574 osi 164.317osi 0.1982 OK
32.574 psi 164.317osi 0.1982 OK
16.742 osi 164.317osi 0.1019 OK
9.546 psi 164.317os1 0.05809 OK
16.742 osi 164.317asi 0.1019 OK
9.546 osi 164.317osi 0.05809 OK
16.742 osi 164.317osi 0.1019 OK
16.742 osi 164.317osi 0,1019 OK
16.742 psi 164.317osi 0.1019 OK
7.159 osi 164.317osi 0.04357 OK
7.159 osi 164.317nsi 0.04357 OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Segment Length Span t M
D Only -
Length =12.0 ft
+D+L+H
Length = 12.0 ft
+O+Lr+H
Length = 12.0 ft
+D+S+H
Length =12.0 ft
+13+0.750Lr+0.750L+14
Length = 12.0 ft
+0+0.750L+0.750S+H
Length =12.0 ft
Title Block Line 1
You can change this area
using the "Settings' menu item
and then using the "Printing &
Title Block" selection.
Title Block Line 6
Wood Beam
Description : Dormer R,cga Bea.
CODE REFERENCES
Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05
Load Combination Set : 20061BC&ASCE7-05
Material Properties
Analysis Method : Ailou aiaic r Design
Load Combination 2006i3 &ASCE7-05
Wood Species
Wood Grade
: Douglas .. - Lerch
: No.2
Beam Bracing : Beam is Fwly Braced against lateral -tors
Q(.
Applied Loads
Uniform Load : D = 0 0350. L - .10680 , Tributary Width =1,0 ft
DESIGN SUMMARY
Maximum Bending Stress Ratio =
Section used for this span
fb : Actual =
FB : Allowable =
Load Combination
Location of maximum on span =
Span # where maximum occurs =
Maximum Deflection
Max Downward L+Lr+S Deflection
Max Upward L+Lr+S Deflection
Max Downward Total Deflection
Max Upward Total Deflection
0.93 : 1
2x1.
839.6 psi
900.0.:-psi
6.o(: ft
Span #
0.145 in
O.00u in
0.203 in
0.00C in
Maximum Forces & Stresses For Load Combinations
Load Combination Max Stress Ratios
V Cd
C FN
1 0.265 0.088 1.00 1.00
1.00
1 0.933 0.309 1.00 1.00
1.00
1 0.265 0.088 1.00 1.00
1.00
1 0.265 0.088 1.00 1.00
1.00
1 0.766 0.253 1.00 1.00
1.00
1 0.766 0.253 1.00 1.00
File =c:\Users\Wade\Desktop\AWB201-7ZJOEAND-1M.alcs.ec6
ENERCALC, INC. 1983-2013. Build:6.13.1.31, Ver.6.13.1.31
Fb - Tension 900.0 psi E: Modulus of Elasticity
Fb - Compr 900.0 psi Ebend- xx 1,600.0 ksi
Fc - Pdl 1,350.0 psi Eminbend - xx 580.0ksi
Fc - Perp 625.0 psi
Fv 180.0 psi
Ft 575.0 psi Density
.088)
2x12
Span = 12.0 ft
Service loads entered. Load FacVV.s
Ratio =
Ratio =
Ratio =
Ratio =
-num Shear Stress Ratio
Section used for this span
fv : Actual
Fv : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
0 <360
710
0 <240
Moment Values
C' Cr Cm C t CL M F,b
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1,00
1.00
1,00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.63
2.21
0.63
0.63
1.82
1.82
238.93
839.68
238.93
238.93
689.49
689.49
0.00
900.00
0.00
900.00
0.00
900.00
0.00
900.00
0.00
900.00
0.00
900.00
32.210pcf
elied for calculations.
0.309 : 1
2x12
55.54 psi
180.00 psi
+D+L+H
0.000ft
Span # 1
Shear Values
V fv Fv
0.00 0.00 0.00
0.18 15.81 180.00
0.00 0.00 0.00
0.62 55.54 180.00
0.00 0.00 0.00
0.18 15.81 180.00
0.00 0.00 0.00
0.18 15.81 180.00
0.00 0.00 0.00
0.51 45.61 180.00
0.00 0.00 0.00
0.51 45.61 180.00
Title Block Line 1
You can change this area
using the "Settings' menu item
and then using the 'Printing &
Title Block" selection.
Title Block Line 6
Wood Beam
.06+t6 06t::':
Description :
Dormer Rime Seam
Load Combination
Segment Length Span #
+D+W+H --
Length=12.0ft 1
+D+0.70E+H
Length = 12.0 ft 1
+0+0.750Lr+0.750L+0.750W+H
Length = 12.0 ft 1
+0+0.750L+0.750S+0.750W41
Length = 12.0 ft 1
+D+0.750Lr+0.750 L+0.5250E+H
Length =12.0 ft 1
+0+0.750L+0.750S+0.5250E+H
Length =12.0 ft 1
+0.60D+W+H
Length =12.0 ft 1
+0.60D+0.70E+H
Length = 12.0 ft 1
Max Stress Ratios
M V Cd CFN
1.00
0.265 0.088 1.00 1.00
1.00
0.265 0.088 1.00 1.00
1.00
0.766 0 253 1.00 1.00
1.00
0.766 0.253 1.00 1.00
1.00
0.766 0.253 1.00 1.00
1.00
0.766 0.253 1.00 1.00
1.00
0.159 0.053 1.00 1.00
1.00
0.159 0.053 1.00 1.00
File=c1UsersiWadeTesktoplAW13201-21JOEAND- 1calcs.ec6
ENERCALC, INC. 1983-2013. Buitd:6.13.1.31, Ver.6.13.1.31
Ci Cr Cm C t CL
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
1.00 1.00 1.00 1.00 1.00
Overall Maximum Deflections - Unfactored Loads
Load Combination Span Max. ' " Deft Location in Span Load Combination
D+L 1 0.2027 6.044
Vertical Reactions - Unfactored Support notation : Far left is #1
Load Combination Support 1 Support 2
Overall MAximum 0.738 ' 0.738
D Only 0.210 0.210
L Only 0.528 0.528
D+L 0.738 0.738
Moment Values
M tb
0.63 238.93
0.63 238.93
1.82 689.49
1.82 689.49
1.82 689.49
1.82 689.49
0.38 143.36
0.38 143.36
Shear Values
F'b V fir F'v
0.00
900.00
0.00
900.00
0.00
900.00
0.00
900.00
0.00
900.00
0,00
900.00
0.00
900.00
0.00
900.00
0.00 0.00 0.00
0.18 15.81 180.00
0.00 0.00 0.00
0.18 15.81 180.00
0.00 0.00 0.00
0.51 45.61 180.00
0.00 0.00 0.00
0.51 45.61 180.00
0.00 0.00 0.00
0.51 45.61 180.00
0.00 0.00 0.00
0.51 45.61 180.00
0.00 0.00 0.00
0.11 9.48 180.00
0.00 0.00 0.00
0.11 9.48 180.00
Max. '+" Deli Location in Span
0.0000 0.000
Values in KIPS
Title Block Line 1
You can change this area
using the "Settings" menu item
and then using the 'Printing &
Title Block" selection.
Title Block Line 6
Wood Beam
Description : Header
CODE REFERENCES
Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05
Load Combination Set : 20061BC&ASCE7-05
Material Properti ,p ^-
Analysis Method : Atlo'.. ':"' Design
Load Combination 2003iSC:.AS0E -05
Wood Species : Dogs Fr
Wood Grade : No.2
Beam Bracing : Beam is Li ced against lateral -tors
Applied Loads_ _
DESIGN SUMMARY
Maximum Bending Str:=ss
Section used for this span
fb : Actual
FB : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Maximum Deflectici
Max Downward L+Lr+S Deflection
Max Upward L+Lr+S Deflection
Max Downward Total Deflection
Max Upward Total Deflection
1
839.6E.psi
900.0G psi
I-•ft
File=c:1UsersMiaile'.DesktopiAw820t-21JOEAND-lbalcs.ec8
ENERCALC, INC.1983-2013, Build:6.13.1.31, Vet:6,13.1.31
Fb - Tension 900 psi
Fb - Compr 900 psi
Fc - PrIl 1350 psi
Fc - Perp 625 psi
Fv, 180 psi
Ft 575 psi Density
0.145 in Ratio =
0.000 in Ratio =
0.20 in Ratio =
0.000 in Ratio =
Maximum Forces &+ : Y - :,oad Combinations
Load Combination Max Stress Ratios
Segment Length Span # M V C d C FN C i Cr Cm
Overall Maximum •^ :c +: - ':ifactoredLoads
Load Combination Span Max. °' Defl Location in Span
Vertical Reactions C '=
Load Combination
Support 1 Support 2 _
Service toads entered. Load Fac ,::,s °s
arum Shear Stress Ratio
Section used for this span
fv : Actual
Fv : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
C <360
0
<240
Load Combination
Support notation : Far left is #1
Moment Values
fb F'b
E: Modulus of Elasticity
Ebend- xx 1600ksi
Eminbend - xx 580ksi
32.21 pcf
moiled for calculations-
tk:1
55.54 psi
180.00 psi
Oft
1
Shear Values
V fv F'v
Max. '+ Dell Location in Span
Values in KIPS
Title Block Line 1
You can change this area
using the "Settings" menu item
and then using the "Printing &
Title Block' selection.
Title Block Line 6 __
Wood Beam
Lic. # : KW-06006706
Description : Roof Joist
CODE REFERENCES
Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05
Load Combination Set : 20061BC&ASCE7-05
Material Propertiex
Analysis Method : AIIo ' : :,-.31c,:szz Design
Load Combination 200ei ^0,:';S E7-05
Wood Species : Dougias Fir -
Wood Grade : No2
Beam Bracing : Beam a s i'.i :3 ,:ced against lateral -tors..:
Applied Loads
DESIGN SUMMARY
Maximum Bending Stess fatid.
Section used for this span
fb : Actual
FB : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Maximum Deflectio;
Max Downward L+Lr+S Deflection
Max Upward L+Lr+S Deflection
Max Downward Total Deflection
Max Upward Total Deflection
(:1
889.8C psi
900.0C psi
ft
Fb - Tension
Fb - Compr
Fc - Prll
Fc - Perp
Fv
Ft
0.145 in Ratio =
0.00C in Ratio =
0.202 in Ratio =
0.000 in Ratio =
Maximum Forces & -,oad Combinations
Load Combination Max Stress Ratios
Segment Length Span # M
Overall Maximum G ::
Load Combination
Vertical Reactions -
Load Combination
V Cd C FN
'factored Loads
Span Max. "2 Deft Location in Span
Support 1 Support 2
C
— File=c:UJsersllNade1DesktoptAWB201-2\JOEAND-11calcs.ec6
ENERCALC, INC. 1983-2013. Build:6.13.1,31, Ver..6.13.1.31
900 psi
Q00 psi
1350 psi
625 psi
180 psi
575 psi
E: Modulus of Elasticity
Ebend-xx 1600ksi
Eminbend - xx 580ksi
Density
Re
32.210
Stress Increase
Service loads entered. Load Factc,rs :° pclied for calculations.
::1= Shear Stress Ratio
Section used for this span
fv : Actual
Fv : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
E< <360
<240
Moment Values
Cr Cm C t CL M fb F'b
Load Combination
Support notation : Far left is #1
:1
61.13 psi
180.00 psi
Oft
1
Shear Values
fv Fv
Max. "+" Dell Location in Span
Values in KIPS
PERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D14-0228
PROJECT NAME: ANDERSON REROOF
DATE: 07/22/2014
SITE ADDRESS: 13049 56 AVE S
X Original Plan Submittal
Response to Correction Letter #
Revision #
Revision #
before Permit Issued
after Permit Issued
DEPARTMENTS:
Building Division
Public Works
IN
4141\ N �- —/�4u+
Fire Preve tion ® Planning Division
Structural Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
DATE: 07/24/14
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
(corrections entered in Reviews)
Notation:
DUE DATE: 08/21/14
Approved with Conditions
Denied
(ie: Zoning Issues)
1‘41eo ar P\►
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2011
NAT INSTALLATION NTWRK ENT INC
Page 1 of 2
Washington State Oepatlnent of
Labor & Industries
NAT INSTALLATION NTWRK ENT INC
Owner or tradesperson
CHICK, GEOFFREY PARKER HYDE
Principals
CHICK, GEOFFREY PARKER
HYDE, TREASURER
WINNEY, MICHAEL RAY, AGENT
GRAY, JOHN N, SECRETARY
(End: 04/20/2011)
Doing business as
NAT INSTALLATION NTWRK ENT INC
WA UBI No.
602 893 568
7008 SE 29TH ST
MERCER ISLAND, WA 98040
425-351-3131
KING County
Business type
Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor
License specialties
GENERAL
License no.
NATININ915JN
Effective — expiration
04/15/2009— 05/20/2015
Bond
American Contractors Indem CO
Bond account no.
100135380
Active.
Meets current requirements.
$12,000.00
Received by L&I Effective date
08/23/2010 08/10/2010
Expiration date
Until Canceled
Bond history
Insurance
Scottsdale Ins Co $1,000,000.00
Policy no.
CPS1777505
Received by L&I Effective date
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602893568&LIC=NATININ915JN&SAW= 07/28/2014