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Home My WebLink AboutBLD2020-0355 Truss Repair - BLD Application - 4/15/2020 MASON COUNTY COMMUNITY SERVICES Permk No PERMIT ASSISTANCE CENTER: 1-BUILDING•PLANNING-PUBLIC HEALTH-FIRE MARSHAL 615 W.Alder Street.Shelton,WA 985M \ Phone Shelton (360)427-9670 e,t 352•Fe,.(360)417-7798 Phone Bellwr:(360)2754467.Phone Elme:(360)482-5169 BUILDING PERMIT APPLICATION PROPER"1"Y OWNLR INFORMATION: CONTRACTOR INFORMATION: NAME: Keith Mooney NAME: Norcoast Custom Homes MAILING ADDRESS: - - -.- _- --- 100 Lakeland wav MAILING ADURI-ss:_3v697 5.•.Quth-Mission -Bd _ CITY: Allyn STATE:WA ZIP: gg594 CITY: Bremerton STATE: yam- 1.11' 9831? PHONE#1: 895 a16 7888 PHONE: CELL: 36O 621 1431 PHONE#2: EMAIL: norcapstqu5tgm@)gmail.com EMAIL: ke mooney ya oo.Com L&I REG#_no &SQma—_- -Exp._6 i 0'V 20 PRIMARY CONTACT: OWNER❑ CONTRACTOR(J OTHER❑ NAME .IOShIla Blackwood EMAIL @qQn(�lai C,a!t---- MAIIANG ADDRESS-V597 thMISSiOnrd CITY Rremertnn SfAI"f?-Afia-__ ZIP ga-A 12 PHONE CELL 360 F51 1441 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 122205300016 ZONING RIP LEGAL DESCRIPTION(Abbrcviatcd) FIRE DISTRICT NM 5 SITE ADDRESS 100 lakeland way CITY Allyn DIRECTIONS TO STI-E ADDRESS Fro She o ke right on Lakeland nve�en right on Lak lamed way en right-at400-Lak,ielland-way IS TFIE PROJECT WTTIIIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO[J SNOW LOAD:-25-Psf IS PROPERTY WITHIN 200 MT OF THE FOLLOWING: (cl r*an di qWy) SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDTI'ION❑ ALTERATION❑ REPAIR N OTHER ❑ USE OF STRUCTURE(Rrsldmcc,CorvgK C--&v-o BA*.Fx) Residence IS USE: PRIMARY EJ SEASONAL❑ NUMBER OF BEDROOMS 3 NUMBER OF BATHROOMS_ HEATED STRUCTURE? YES(Wha,Bldg)❑ YES(Pan(,)oJeldg)[]J NO❑ DESCRIBE WORK Repair 3 damage Inmses- replace damaged sheathing,ri--mnf SOUARE FOOTAGE:(D.�) I ST FLOOR sq.fL 2ND FLOOR sq.ft. 3RD FLOOR sq.& BASEMENT sq.R DECK sq.& COVERED DECK sq.ft. STORAGE sq.fL OTHER _sq.ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER EJ N1"'(- I:XIS"I-ING E] PLUMBING IN STRUCTURE? YES❑ NO❑ If rc.,,attach completed Waier:ldequacy Form PERM4ETER/FOUNDATION DRAINS PROPOSED? YES❑ NOU EXISTING SQ.FL EXISTING BEDROOMS - PROPOSED BEDROOMS_ TO"I-AL 131,.DROOMS OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation Acknowledgement of such is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this protect. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above descnbed property and structure(s)for review and inspection. This pennil/application becomes nun E void if work or authorized construction 6 not commenced whim 180 days or d construction work is suspended fora period of 180 days. PROOF OF CONTINUATION OF ORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS i PER PLICATION OF 18 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14.08.42) X 041 (3 Z17 _ Signature of OWNER Mu be si no b the OWNER Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE I"AGS/N OTES/('ONDITI0N''S BUILDFNG DEPARTMENT" PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MUST MEET ALL CURRENT CHANGES VVASHINGTON STATE CODES SUBMIT CHANGES FOR APPROVAL PRIOR TO PERFORMING WORK _ 11 i l , THESE PLANS f1r'IUST BE ON THE JOB SITE FOR INSPECTION � yefiglobal R „ 316 Lakeview Avenue SW, Bldg 21-C Lakewood,WA 98496 Tel: 253-588-2730 Structure Damage Assessment EFI Global File No.: 027.01497 March 25, 2020 THESE PLANS MUST BE ON THE JOB SITE FOR INSPECTION Insured: Keith Mooney 100 E. Lakeland Way Allyn, WA 98524 Date of Loss: 2/7/2020 Claim No. 0577591092 CHANGES Prepared For: SUBMIT CHANGES FOR APPROVAL Allstate Insurance Company PRIOR TO PERFORMING WORK Attn: Johnathan Knight 7632 SW Durham Road, Suite 200 Tigard, OR 97224 jknab@allstate.com Report Authored By: Technical Review By: VANC � OF WAS�� RE615SC G� FSSJONAI-�a Kirk Vance, PE Michael J OConnor Forensic Engineer Reviewer PE Expires: March 2, 2021 1 hereby certify that this engineering document was prepared by me and that I am a duly licensed Professional Engineer in the state referenced in the signature line above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copy.Hard copies of this report with a"wet-seal"can be provided upon request. This report is furnished as privileged and confidential to addressee.Release to any other party is the sole responsibility of addressee. 9)2020 EFI Global,Inc. Insured: Keith Mooney EFI Global File No.: 027.01497 ASSIGNMENT The assignment was received by EFI Global, Inc. (EFI) on March 13, 2020, from Johnathan Knight with Allstate Insurance Company. The scope of this assignment was to determine the extent of damage to the subject structure caused by a tree fall impact which occurred on or about the listed date of loss. In response to this request, Kirk Vance, P.E., (EFI) visited the site on March 18, 2020. The insured was present during the inspection and provided access. EFI Global, Inc. (EFI) has completed an engineering examination at the subject property located at the above loss location. EFI's findings, analysis, and conclusions are included herein. This report contains a discussion of the information gathered during the assessment and an analysis and conclusions with respect to the condition of the subject property at the time of EFI's assessment. The conclusions contained herein are based on information available to date. METHODOLOGY The collection and analysis of information for this project followed an application of engineering principles to the investigation analysis. The procedures followed included: 1. Upon receipt of the assignment, a site examination was conducted on March 18, 2020. 2. The following were interviewed during the site examination:the insured. 3. The following was researched: Public records for building information, building codes. BACKGROUND The subject structure was a single-story wood-framed residential structure. The front of the structure was considered west facing. Mason County, Washington public records indicate the subject structure was originally constructed in 1976 and included a total area of 1,736 square feet. The property was most recently sold in May of 2018. The following information was gathered during the site visit and through an interview of the insured: • A tree fell on the east side of the house and struck the east slope of the roof above the south end of the house and the roof above the storage area at the south end of the house. • The roof was tarped quickly, and very little water got into the living area. • The only damage he had noted to interior finishes was in the southeastern bedroom. • He believed the south section of the house and the storage area was an addition. STRUCTURE SYSTEM DESCRIPTION The subject dwelling was wood-framed. The roofing material was composition shingle. The roof at the south end of the dwelling was framed with rafters. 2 1 P a g e Insured: Keith Mooney EFI Global File No.:027.01497 SITE OBSERVATIONS Observations were limited to visual examinations and measurements of accessible portions of the subject property. Removal of finish materials, qualitative testing, excavation, or other work not specifically described herein was not conducted. Observations were photographed to document distress and relevant conditions at the subject property on the date of the site visit. Not all damage or distress that may be present was necessarily observed or photographed; however,the selected photographs provide an indication of their types,severity,and distribution. They may also document unusual or contributing conditions that may exist. Photographs captured to document findings and observations are attached to this report. During this investigation,the following observations were made: EXTERIOR SITE OBSERVATIONS: • The dwelling was considered west facing. • The tree struck the east slope of the roof near the south end of the house. • One fractured rafter(2x6)was visible at the overhang. • A fractured rafter(2x4)was observed above the storage area at the southwest corner of the dwelling. INTERIOR OBSERVATIONS • Minor drywall cracking was observed at the wall/ceiling interface in the southeast bedroom. • An area of the ceiling in the southeast bedroom had been patched with wood planks. • Minor drywall cracking was observed at drywall seams in the ceiling of the southeast bedroom. ATTIC OBSERVATIONS • The south section of the dwelling appeared to be an addition based on the transition of framing methodologies. • The original south gabled frame had a fractured top chord (2x4). • No other indications of damaged framing were observed in the attic. ROOF OBSERVATIONS • The south section of the roof had been tarped, as such the condition of the shingles could not be inspected. The tarped area was approximately 200 square feet. RESEARCH Building Codes The governing code for the subject structure is the International Existing Building Code(IEBC)as modified by the State of Washington. The IEBC defines "Substantial Structural Damage" as either: (1) In any story, the vertical elements of the lateral force-resisting system have suffered damage such that the lateral load-carrying capacity of the structure in any horizontal direction has been reduced by more than 33 percent from the its predamage condition, or (2) The capacity of any vertical gravity load-carrying component, or any group of such components, that supports more than 30 percent of the total area of the structure's floor(s)and roof(s) has been reduced by more than 20 percent 3 1 P a g e Insured: Keith Mooney EFI Global File No.:027.01497 from its predamage condition and the remaining capacity of such affected elements,with respect to all dead and live loads, is less than 75 percent of that required by this code for new buildings of similar structure, purpose and location. If the damage is determined to be less than substantial, the damaged elements are permitted to be restored to their predamage condition. If the damage is determined to be substantial structural damage, additional analysis and potential repairs are required as outlined in Section 606 of the IEBC. DISCUSSION AND ANALYSIS By inspection, the damage to the subject structure does not qualify as substantial structural damage as defined in the IEBC. As such,the building can be returned to its original configuration The dwelling can be repaired by sistering or replacing the damaged 2x6 and 2x4 rafters on the east slope of the rr -and the damaged 2x4 rafter above the storage room. Approximately 200 square feet of shingles and roof deck should be replaced. The damaged drywall can be repaired with patches,spackle,and paint. CONCLUSIONS The analysis of available evidence related to this assignment supports the following opinions: 1. The structure experienced damage due to the tree fall impact as outlined above, including the fracture of three roof framing members (rafters). 2. The structure can be repaired as outlined above. 3. These repairs should be executed by a licensed and experienced contractor who is familiar with these types of repairs. Note that the means and methods of these repairs,and obtaining a building permit,are the responsibility of the chosen contractor. Additional required code related upgrades including energy efficiency, mechanical, plumbing and electrical should be reviewed with the local Building Code Official. ADDITIONAL WORK AND INFORMATION REQUESTED No additional work by EFI is recommended at this time. If any further information becomes available, please forward that to EFI Global for additional analysis. APPENDICES Representative photographs are included with this report.Additional photographs captured at the time of the inspection are available upon request. • Appendix A—Google Earth view of subject structure • Appendix B—Selected photographs captured during the inspection LIMITATIONS The information presented in this report addresses the limited objectives related to the evaluation of this assignment. The opinions presented in this report have been made to a reasonable degree of scientific and engineering certainty based upon the information available at the time this report was authored.This report only describes the conditions present at the time of EFI's examination and is only based upon the observations made. 51po W-T. M►/- r—..r k U k,,t r— Ci tp tWcx'- -4y -fit ) kt S . LW {-e..Q G,6o✓t °,k..l1 vlav-c f'pp,vtt w4�-4-G4l�� 4 1 P a g e e K c.4-1`'`� A't 12A t -(o �,��.l t 16 i �.. ��.,rl- l✓z�1� S-F-a, .f N 1�` ' d Insured: Keith Mooney EFI Global File No.:027.01497 This analysis was limited to the scope of work outlined in this report.This report is not intended to fully delineate or document every defect or deficiency throughout the subject property. The opinions contained within this report are limited to the circumstances associated with this assignment, and are based on this author's education, experience, and training. Should additional information which relates to this evaluation become known, EFI reserves the right to alter the opinions contained in this report as necessary. In some cases, additional studies may be warranted to fully evaluate conditions noted. This report is furnished as privileged and confidential to the addressee. Release to any other company, concern, or individual is solely the responsibility of the addressee. Any verbal statements made before, during, or after the course of the assignment were made as a courtesy only and are not considered a part of this report. This report is furnished as privileged and confidential to the addressee. Release to any other company, concern, or individual is solely the responsibility of the addressee. Any reuse of this report or the findings, conclusions, or recommendations presented herein without the express written consent of EFI is prohibited. CLOSING EFI appreciates this opportunity to provide consulting services related to this matter. Please contact us should any questions arise concerning this report, or if we may be of further assistance. ENGINEER STAMP This report has been transmitted electronically. If requested, a hard copy of the report with a "wet-stamp" can be provided. The signature and stamp image on the front is for demonstrative purposes. This report has been electronically signed and sealed by this author on the referenced date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copy. It is a violation of law for any person to alter this document in any way, unless acting under the direction of a licensed professional engineer. If a document bearing the seal of an engineer is altered, the altering engineer shall affix to the document their seal and the notation "altered by" followed by their signature and the date of such alteration, and a specific description of the alteration. 5 1 P a g e Appendix A �� r',fir` ,T•� �r.,_f_ + , * It Nkr s y + Approx. Location of t 3 Damaged Roof ,q Framing AV� �•�Ar* �. : Members • Ab ^: c No 1: Google Earth view of subject dwelling Approximate Area of Shingle Replacement File No.: 027.01497 Page 1 of 1 � 1 efi global Insured: Keith Mooney Claim #: 0577591092 �l Appendix B C ems- tt 2 � s ' Photo No. 2: Rear(east face) of structure 3a i� 1J.. 'td Photo No. 3: South end of dwelling, east face File No.: 027.01497 Page 1 of 8 of i global Insured: Keith Mooney Claim #: 0577591092 Appendix B k z , r Ai ys Photo No. 4: Fractured overhang rafter, east face .a.tl - i .7 Photo No. 5: Fractured rafter above storage area, southwest corner of dwelling File No.: 027.01497 Page 2 of 8 (0) of i global Insured: Keith Mooney Claim #: 0577591092 Appendix B � ricer' J Photo No. 6: Alternate view Photo No. 7: Drywall cracks, southeast bedroom File No.: 027.01497 Page 3 of 8 of i global Insured: Keith Mooney Claim #: 0577591092 Appendix B i a i Photo No. 8: Patch in ceiling, southeast bedroom r Photo No. 9: Drywall cracks, southeast bedroom File No.: 027.01497 Page 4of8 efi global Insured: Keith Mooney Claim #: 0577591092 Appendix B r;y Photo No. 10: Water staining in southeast bedroom closet, reported by insured to predate incident. i6 T a 'e Photo No. 11: View of roof puncture from attic File No.: 027.01497 Page 5 of 8 of i global Insured: Keith Mooney Claim #: 0577591092 Appendix B , E y Photo No. 12: General view of attic, looking south y7: Photo No. 13: View of attic above southeast bedroom File No.: 027.01497 Page 6 of 8 l ) of i global Insured: Keith Mooney Claim #: 0577591092 Appendix B E-w - 1 Photo No. 14: View of attic above southeast bedroom Photo No. 15: Fracture in upper member of original south gable end File No.: 027.01497 Page 7 of 8 of i global Insured: Keith Mooney Claim #: 0577591092 Appendix B ------------- .� l X Photo No. 16: View from opposite side 00 q. Photo No. 17: Alternate view File No.: 027.01497 Page 8 of 8 efi global Insured: Keith Mooney Claim #: 0577591092 1-1>2020 -- Oo ;55-S Yylaonc +�►-fti 122Zo S'3 - 000I s 'I o iE �o REVIEWED FOR CODE COMPLIANCE MASON COUNTY THESE PLANS MUST BE 51A D'NG DEPARTMENT ON THE JOB SITE L c k' / — Date FOR INSPECTION CHANGES Documents attached to approved plans: SUBMIT CHANGES FOR APPROVAL Site Plan itJo PRIOR TO PERFORMING WORK Plan review checklist: _Pages Engineering:0 N Lateral e i Number of pages MUST MEET ALL CURRENT WASHINGTON STATE CODES Athena Green From: Athena Green Sent: Thursday, May 12, 2022 12:30 PM To: norcoastcustom@gmail.com' Subject: Permit# Hello, This email is to a reminder that you were contacted on 4-16-2020 for permit# BLD2020-00355 for the project of Truss Repair. It has been over 180 days since we last contacted you that your permit is ready for pick up from our offices. Please contact us either by email: agreen@masoncountywa.gov or by phone @360.427-9670 ext. 352 for the Permit Assistance Center. Please contact us within 10 business days otherwise this permit will be cancelled. Sincerely, Athena Green Mason County Community Development Clerical Senior 360.427.9670 x697 Y �2Z