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HomeMy WebLinkAboutBLD2006-00268 Hearing - BLD Letters / Memos - 11/30/2016 Nov 3 0 2016 co�rN�NTy �N�RS Copy Received Clerk's Stamp SUPERIOR COURT OF WASHINGTON IN AND FOR THURSTON COUNTY NO. 16-2-04783-34 SCHEDULING QUESTIONNAIRE SUBMITTED BY: Plaintiff/Petitioner ❑ Plaintiff/Petitioner DUE: March 24,2017 vs. ❑ Defendent/Respondent DUE: March 29,2017 ❑ Joint Submission or Other Party: Defendant/Respondent. DUE: March 29,2017 See Local Court Rule 40 to learn how the court schedules cases. 1. What is the trial scheduling date for this case? 2. Who is the assigned judge? 3. What type of case is this(for example, contract, tort)? 4. W ill this be a [ ] bench trial or [ ] jury trial?(You must file a jury demand separately.) 5. How long do you estimate the trial will take?: hours or days. 6. When do you anticipate this case will be ready for trial? 7. When are you unavailable for trial in the next 24 months? (attach another sheet if necessary) 8. Is this case subject to mandatory arbitration? [ ]Yes [ ] No [ ] Don't know 9. Is this case subject to mandatory expedited review, was your trial already scheduled and then continued, or does it require special management by the judge? [ ] No [ ]Yes (explain): Date: SIGNED/Bar No: SIGNED/Bar No: Name: Name: Address: Address: Telephone No: __ Telephone No: E-mail Address: E-mail Address: Thurston County Superior Court 2000 Lakeridge Drive SW, Building Two SCHEDULING QUESTIONNAIRE Olympia, Washington 98502 (360) 786-5430 1 2FILED 3 NOV 3 0 M 4 Superior Court Linda Myhre Enlow Thurston County Clerk 5 6 SUPERIOR COURT OF WASHINGTON j 7 FOR THURSTON COUNTY I 8 9 Brad Allen Hudson, ) 10 Plaintiff, ) No. 1 6 - 2 - 0 4 7 8 3 - 3 4 11 v. ) 12 Mason County, ) SUMMONS (20 days) 13 Defendant. ) t 14 and ) 0 15 Mason County Dept. Of ) 16 Community Development ) 17 Building Department ) ) 18 Defendant ) 19 20 TO THE DEFENDANT: A lawsuit has been started against you in the above 21 entitled court by Brad Allen Hudson plaintiff. Plaintiff's claim is stated in 22 the written complaint, a copy of which is served upon you with this summons. 23 In order to defend against this lawsuit, you must respond to the 24 complaint by stating your defense in writing, and by serving a copy upon the 25 person signing this summons within 20 days after the service of this summons, Brad A. Hudson 351 E. Jobes C Belfair, Wa 9852 I excluding the day of service, or a default judgment may be entered against 2 you without notice. A default judgment is one where plaintiff is entitled to 3 what he asks for because you have not responded. If you serve a notice of 4 appearance on the undersigned person, you are entitled to notice before a 5 default judgment may be entered. 6 You may demand that the plaintiff file this lawsuit with the court. If 7 you do so, the demand must be in writing and must be served upon the person 1 8 signing this summons. Within 14 days after you serve the demand, the ¢ 9 plaintiff must file this lawsuit with the court, or the service on you of 10 this summons and complaint will be void. 11 If you wish to seek the advice of an attorney in this matter, you 12 should do so promptly so that your written response, if any, may be served on 13 time. ( 14 This summons is issued pursuant to rule 4 of the Superior Court Civil ( 15 Rules of the State of Washington. 16 (signed) 17 ) 18 Print or Type Name 19 (X) Plaintiff ( ) Plaintiff's Attorney 20 P. O. Address 351 E. JOBES CT 21 Belfair, Wa 98528 22 Dated Zz-1 P Telephone Number (360) 275 - 2347 23 24 25 3 Brad A. Hudso 351 E. Jobe. C Belfair, Wa 9852 1 2 FILED 3 NOV 3 Q 20M 4 Superior Court Linda Myhre Enlow 5 Thurston County Clerk 6 SUPERIOR COURT OF WASHINGTON 7 FOR THURSTON COUNTY 8 9 Brad Allen Hudson ) 1 6 - 2 - 0 4 7 8 3 - 3 4 10 Plaintiff ) No. 11 vs. ) 12 Mason County ) COMPLAINT 13 Respondent/Defendant ) 14 and ) E 15 Mason County Dept. Of ) 16 Community Development ) s 17 Building Department ) 18 Defendant ) 19 20 I . JURISDICTION, VENUE, AND PARTIES 21 I 22 1. This court has jurisdiction over this matter under the grant of 23 jurisdiction to superior courts given by Article IV, section 6 of the 24 Washington State Constitution, RCW 2.08.010, RCW 4.92.010 and RCW 36.01.050. 25 r 3 Brad A. Hudson 351 E. Jobes ct Belfair, WA 98528 COMPLAINT - 1 Phone; (360)275-2347 1 2. Venue is proper under RCW 4.92.010 and RCW 36.01.050 as 2 Plaintiff's real property that is the subject of this action is located in 3 Mason County and the cause of action arose in Mason County. I 's B 4 ( 5 3. Plaintiff Brad Hudson owns property at 351 E. Jobes Ct Belfair, 6 WA 98528 which was previously identified as 301 E. Jobes Ct Belfair, WA 7 98528, Parcel Number 122187700060, Building Permit Number BLD2006-00268. 8 9 4. Defendant Mason County Dept. Of Community Development Building 10 Department is a Department within Mason County of the State of Washington. 11 12 I I , BACKGROUND FACTS 13 s i 14 5. Brad Hudson is a retired military member of the United States 15 Navy. His period of military service was from 15 November 1993 to 30 16 November 2013. 17 1 i 18 6. Because of the Plaintiff's military service, his civil rights for 19 Tolling are protected under the Servicemember's Civil Relief Act. Therefore 20 Tolling of statutes of limitation during military service is defined as; the 21 period of a service member's military service may not be included in 22 computing any period limited by law, regulation, or order for the bringing of 23 any action or proceeding in a court, or in any board, bureau, commission, f 24 department, or other agency of a State (or political subdivision of a State) 25 i 3 Brad A. Hudson ) 351 E. Jobes Ct Belfair, WA 98528 COMPLAINT - 2 Phone: (360)275-2347 1 or the United States by or against the service member or the service member's 2 heirs, executors, administrators, or assigns. 3 4 7. On 28 July 2011, Plaintiff filled out the Mason County Claim for 5 Damages Form and provided form to Dawn Twiddy Risk Manager and sufficient 6 time has elapsed with no resolution. 7 8 8. On 06 April 2006, the Plaintiff entered into a contract 9 CONDITIONS FOR BLDG2006-00268 with Defendant under which conditions 1-21 of 10 the CONDITIONS FOR BLDG2006-00268 shall be met and Defendant was to act as 11 Building Inspector for the construction of the Plaintiff's residence located 12 in Belfair, WA. 13 14 9. All applications received by Mason County Dept. Of Community 15 Development Building Department have Brad and Melissa Hudson as owners and no 16 others. 17 € 18 10. On 28 February 2006, the Defendant commenced the Building Plan 19 Review of the required applicable plans, diagrams, computations and 20 specifications of the proposed work. 21 22 11. Foundation walls were engineered and needed to be full height 8 23 foot walls to allow for owners and engineers known additions. S 24 25 12. On 06 April 2006, Building Permit Number BLD2006-00268 was g 4 Brad A. Hudson 351 E. Jobes Ct Belfair, WA 98528 COMPLAINT - 3 Phone: (360)275-2347 i i 1 Approved and Issued and there is no record of any changes on file to the 2 Approved Building Plans until 08 January 2007. 3 4 13. All inspectors responsible were negligent and failed in 5 performing the visual and noninvasive inspection of the footings to ensure 6 that the construction was done in conformance to approved construction 7 documentation, as required by RCW 18.280.030. 8 9 14. All inspectors were negligent and failed in documenting on the 10 general condition of the footings and components at the time of the 11 inspection in their written report that the construction failed to be 12 constructed according to approved construction documents, as required by RCW 13 18.280.030. 14 15 15. All inspectors were negligent in failing to recognize patent 16 safety hazards as the footings did not match the engineered footing that were 17 in the approved set of plans located at the construction site at the time of 18 the inspection, as required by RCW 18.280.030. 19 s 20 16. All inspectors were negligent in failing to recognize the forms 21 and reinforcement were for a 16 inch footing, not the approved 20 inch 22 footing that was in the approved set of plans located at the construction 23 site at the time of the inspection and all follow on inspections, as required 24 by RCW 18.280.030. 25 Brad A. Hudson 351 E. Jobes Ct Belfair, WA 98528 COMPLAINT - 4 Phone:(360)275-2347 1 17. All inspectors were negligent in failing to recognize the forms 2 and reinforcement for the approved 20 inch footing failed to be placed at 3 least 12 inches below the undisturbed ground surface, as required by 4 International Builders Code and Residential Builders Code. 5 6 18. The Inspector responsible for performing the inspection of the 7 readily accessible foundation and other components of the home reported on 8 the general condition of the foundation and components at the time of the 9 inspection and documented their condition in a Correction Notice dated 23 May 10 2006, at Item #1: "Per engineer design only basement wall closest to drive 11 meets requirements for 8' wall." The other walls did not meet requirements of 12 8 foot at time of inspection. 13 14 19. On the aforementioned Correction Notice of 23 May 2006 it states: 15 "This is not a complete inspection Bump-out on Rt side not formed." 16 17 20. On 25 May 2006, upon request of the Plaintiff, the Defendant's 18 employee visited the Plaintiff's construction site. After identifying himself 19 as Mark Core and informing Plaintiff that he was there to evaluate the 20 foundation over concerns that construction of the foundation walls did not 21 meet the engineered drawings and the approved building plans, Mark Core 22 conducted a visual and noninvasive inspection of the foundation and reported 23 on the general condition of that system at the time.of the inspection. y 3 24 25 21. At the 25 May 2006 site inspection, the Plaintiff asked Mark Core s Brad A. Hudson 351 E. Jobes Ct Belfair, WA 98528 .COMPLAINT - 5 Phone: (360)275-2347 1 detailed questions about the foundation step walls and the lack of the mud 2 room foundation which was a part of the approved plans. Mark Core reassured 3 the Plaintiff and stated "there was nothing to worry about." His comment on 4 the written report was "Unsure why here, already PASSED." Based on these 5 reassurances, the Plaintiff did not pursue the issue of correcting the 6 foundation any further. 7 } 8 22. On 02 June 2006, Foundation Wall Inspection Passed with 9 Inspector's note "No Bump Out" and foundation walls formed for a stepped 10 foundation wall, 11 12 23. All inspectors responsible were negligent and failed in 13 Performing the visual and noninvasive inspection of the foundation to ensure 14 that the construction was done in conformance to approved construction 15 documentation, as required by RCW 18.280.030. t 16 17 24. All inspectors were negligent and failed in documenting on the 18 general condition of the foundation and components at the time of the 3 19 inspection in their written report that the construction failed to be f i 20 constructed according to approved construction documents, as required by RCW 21 18.280.030. F s 22 23 25. All inspectors were negligent in failing to recognize patent I 29 safety hazards as the foundation wall did not match the engineered foundation 25 Brad A. Hudson 351 E. Jobes Ct gg Belfair, WA 98528 a COMPLAINT - 6 Phone; (360)275-2347 1 wall that was in the approved set of plans located at the construction site 2 at the time of the inspection, as required by RCW 18.280.030. 3 4 26. All inspectors were negligent in failing to recognize the forms 5 and reinforcement were for a stepped wall foundation, not the approved full 6 height 8 foot foundation wall that was in the approved set of plans located 7 at the construction site at the time of the inspection and all follow on 8 inspections, as required by RCW 18.280.030. 9 10 27. All inspectors were negligent in failing to place a stop work 11 order until foundation wall was corrected, as required by RCW 18.280.030. 12 13 28. All inspectors were negligent in failing to contact the engineer 14 of record about the foundation wall, as required by RCW 18.280.030. 15 16 29. All inspectors were negligent in failing to require a re- 17 inspection prior to pouring the concrete for the foundation wall, as required 18 by RCW 18.280,030. 19 20 30. Foundation was poured on or around 04 June 2006 with stepped 21 foundation walls and no "Bump Out" which was to underlay the 2 story mud room 22 and only entrance into the home. 23 24 31. Construction at Plaintiff's property came to a halt due to 25 impossibility to lawfully attach 2 story mud room to step down walls and Brad A. Hudson 351 E. Jobes Ct Belfair, PIA 98528 COMPLAINT - 7 Phone:(360)275-2347 1 back-fill due to the improper foundation. 2 3 32. On 13 October 2006, Plaintiff again contacted the Defendant 4 stating the structure was not being built correctly. 5 6 33. On 14 November 2006, Mason County Building Inspector Larry Kelly 7 gave details on how to correct foundation walls with engineered plans and 8 stated that if not corrected, the framing would not pass inspection. At this 9 time, Construction was 33% complete. Larry Kelly failed to perform his duty 10 as required by RCW 18.280.030. 11 12 34. On or about January 2007, Plaintiff sold previous home at a 13 substantial loss and had to live in a Costco hiking tent until 02 July 2007 14 on his construction site with two children Jenna(age 3) , Kirsten(age 2) and 15 spouse Melissa during her pregnancy. 16 17 35. On or about January 2007, foundation wall was re-excavated and 18 engineered retaining wall and foundation for mud room was installed and back- 19 filled at substantial expense to the Plaintiff. Only after these repairs 20 would a certificate of occupancy for the home be issued. 21 22 36. All inspectors responsible were negligent and failed in 23 performing the visual and noninvasive inspection of the framing to ensure ) 24 that the construction was done in conformance to approved construction 25 documentation, as required by RCW 18.280.030. q Brad A. Hudson 351 E. Jobes Ct § Belfair, WA 98528 COMPLAINT - 8 Phone: (360)275-2347 1 37. All inspectors were negligent and failed in documenting on the 2 general condition of the framing and components at the time of the inspection 3 in their written report that the construction failed to be constructed 4 according to approved construction documents, as required by RCW 18.280.030. 5 6 38. All inspectors were negligent in failing to recognize patent 7 safety hazards as the framing did not match the approved set of plans located 8 at the construction site at the time of the inspection, as required by RCW 9 18.280.030. 10 11 39. All inspectors were negligent in failing to recognize the framing 12 for the basement was not on any approved set of plans located at the fi 13 construction site at the time of the inspection and all follow on 14 inspections, as required by RCW 18.280.030, 15 16 40. All inspectors were negligent in failing to recognize the load- 17 bearing stud framing for the basement, that was not on any approved set of r 18 plans, was cut to a depth exceeding 25 percent of its width in violation with 19 International Builders Code and Residential Builders Code. 20 21 41. All inspectors were negligent in failing to recognize the End 22 joints in the top plates were not offset at least 24 inches in violation with 23 International Builders Code and Residential Builders Code. 24 25 42. On 05 June 2008, Plaintiff met with Debbera Coker Lead Plans i Brad A. Hudson 351 E. Jobes Ct Belfair, WA 98528 COMPLAINT - 9 Phone. (360)275-2347 i 1 Examiner and asked questions to "know where in the plans the concrete wall 2 shows that it is stepped rather than full height 8 foot." Debbera Coker 3 refused to answer any questions. 4 1 5 43. On 25 January 2010, Plaintiff met with Debbera Coker Lead Plans i 6 Examiner and Mark Core and asked detailed questions regarding foundation 7 walls, step wall construction, and where in the plans would cripple wall i 8 construction be detailed. The Plaintiff discovered that Mason County Dept. Of 9 Community Development Building Department was missing the engineer detail 10 sheets and possibly gravity and foundation design calculations pages. Debbera 11 Coker answered that the details will be in the Building Plans. When Debbera 12 Coker was unable to find details within Building Plans, Debbera Coker and 13 Mark Core refused to answer any questions and blamed missing documents. 14 15 44. On 30 June 2011, Plaintiff met with County Commissioner Tim 16 Sheldon who the Plaintiff told about the problems encountered during 17 construction. County Commissioner Tim Sheldon refused to answer any questions 18 and deferred to B. Adkins and Debbera Coker Lead Plans Examiner and for the 2 19 first time the Plaintiff was provided with Mason County Claim for Damages 20 Form, County Commissioner Tim Sheldon was unable to provide any resources to 21 contact for help. 22 23 45. On 28 July 2011, Plaintiff filled out the Mason County Claim for 24 Damages Form and provided form to Dawn Twiddy Risk Manager. 25 Brad A. Hudson 351 E. Jobes Ct i Belfair, WA 98528 { COMPLAINT - 10 Phonec(360)275-2347 1 46. On 07 September 2011, Mason County Risk Management requests 2 additional documents regarding calculation sheets. These documents were 3 provided by the Plaintiff. 4 5 47. On 12 October 2011, Mason County Risk Management stated claim for 6 damages was past statute of limitations and a threat stated that any claim 7 would be subject to all defenses that the County has available to it. 8 9 48. On 06 April 2012, Plaintiff sent an email to County Commissioner 10 Kathy Haigh regarding Lost Confidence in County response and described the 11 problems encountered during construction. 12 13 49. On 09 April 2012, County Commissioner Kathy Haigh responded with 14 "Please email me back and let me know if there is anything I can do." 15 Plaintiff responded to her email with request for assistance of who to 16 contact at Mason County Dept. Of Community Development Building Department 17 that would be able to answer questions about building codes and construction. 18 � a 5 19 50. On 10 April 2012, County Commissioner Kathy Haigh responded with 20 "Unfortunately, I am unable to assist you in rectifying the actions" and "The i 21 plain and simple answer is that we are very limited in what and how we are 22 able to help. Our main job as legislators is to create and pass bills and 23 assist constituents who are having problems with state agencies." 24 � 25 51. On or around April 2012, Plaintiff met with County Commissioner Brad A. Hudson 351 E. Jobes Ct Belfair, WA 98528 COMPLAINT - 11 Phone;(360)275-2347 1 Linda Ring Erickson to tell her about the problems encountered during 2 construction. Linda Ring Erickson responded with "Why am I seeing you again. 3 I don't even think you are in my voting district." She refused to answer any 4 questions stating "Not my area of expertise." 5 6 52. On 18 October 2012, Eugene C. Austin of Austin Law Office sent 7 letter to Mason County appealing defense of statute of limitations due to 8 Plaintiff's active duty status and Servicemembers Civil Relief Act. 9 3 10 53. On 2.4 October 2012 Dale Kamerrer of Law, Lyman, Daniel, Kamerrer } 1 11 and Bogdanovich,P.S representing the Mason County responded to the Plaintiff 12 that Mason County defenses ". .were not based entirely of the statute of 13 limitations. ." 14 15 III . CAUSES OF ACTION 16 B 17 54. Plaintiff hereby incorporates allegations #1 thru #53 above and 18 re-alleges the same as set forth above. 19 20 55. Negligence 21 a 22 (a) The County had a duty to the Plaintiff. ' 23 24 (1) Liability can be founded upon a municipal code if 25 that code by its terms evidences a clear intent to identify and protect a Brad A. Hudson a 351 E. Jobes Ct Belfair, WA 98528 COMPLAINT - 12 Phone: (360)275-2347 1 particular and circumscribed class of person. 2 3 (2) As per conditions for building permit BLD2006-00268 4 Item 12 Occupancy is limited to the approved and permitted classification. 5 6 (3) As per RESIDENTIAL BUILDING PERMIT occupancy group is 7 R-3 which the Plaintiff is a member of. 8 9 (4) The County performed an inspection upon the request 10 of the Plaintiff. The Defendant had the duty to provide accurate information 11 but failed to correctly answer a specific inquiry from the plaintiff who 12 relied on that misinformation. 13 s ) 14 (5) An individual who purchased a piece of property and 15 commenced construction of a residence for a particular purpose would inquire 16 of the city officials as to its building codes. The most logical inquiry 17 would be to the Building Department; thereby, the purchaser can determine f 18 whether the construction on the property is consistent with the county's ) 19 building code. Such an inquiry imposes upon the Building Department ) 20 administrator and employees the duty to answer accurately; there is nothing 21 discretionary about the duty. The response is in the nature of a 22 "ministerial" or "operational" function; one which the Plaintiff has a right i 23 to expect will be made accurately. 24 ( 25 (6) The current building codes were within the knowledge Brad A. Hudson a 351 E. Jobes Ct Belfair, WA 98528 COMPLAINT - 13 Phone:(360)275-2347 1 of the Building Department administrator and employees. Based upon these 2 facts, the municipality should be held to the same standards that the law 3 imposes upon individuals. 4 5 (b) The County breached this duty by: s r 6 7 (1) When public officials charged with the responsibility 8 to provide accurate information failed to correctly answer a specific inquiry ) i 6 9 from the plaintiff who intended to benefit from the dissemination of that P 10 misinformation. 11 12 (c) The Plaintiff was injured by: 13 14 (1) The Plaintiff was injured due to the foundation wall 15 not being constructed per approved building plans thus causing additional 16 expense to re-engineer retaining wall, re-excavate around existing foundation 17 wall and significantly lengthening construction time. The property at present 18 time does not have an engineered foundation to support the weight of the home. 19 20 (d) The County's breach of its duty was the proximate cause and 21 cause-in-fact of their injury. 22 4 23 (1) If the Defendant's building inspectors performed t B 24 their duty correctly, the foundation wall would have been constructed ( 25 properly avoiding incurring additional expenses and delay in construction Brad A. Hudson 351 E. Jobes ct Belfair, WA 98528 s COMPLAINT - 14 Phone:(360)275-2347 3 i 1 time. 2 3 56. Plaintiff hereby incorporates allegations #1 thru #55 above and 4 re-alleges the same as set forth above. 5 3 6 6 57. Violation of RCW 18.280.030 Duties of a licensed home inspector. 7 (a)Refer to #13 thru #16, #23 thru 29, #33 and #36 thru #39. ` 8 9 58. Plaintiff hereby incorporates allegations #1 thru #57 above and 10 re-alleges the same as set forth above. e 11 12 59. Violation of RCW 19.27.020 Purpose - Objectives - Standards 13 14 (a) This law is to promote the health, safety and welfare of 15 the occupants or users of buildings and structures which the Plaintiff is an 16 identified class of. 17 z a E 18 (b) By approving the foundation with stepped wall construction, 19 the Defendant failed to maintain the required minimum performance standards ) 20 and requirements for construction and construction materials, consistent with 21 accepted standards of engineering, fire and life safety. 22 23 (c) By passing the foundation with stepped wall construction, 24 the Defendant failed to maintain the required standards and requirements in 25 terms of performance and nationally accepted standards. Brad A. Hudson 351 E. Jobes Ct Belfair, WA 98528 COMPLAINT - 15 Phone:(360)275-2347 i I 1 (d) Because the Defendant failed to perform its duty and its 2 inspectors performed negligent inspections, it caused duplicative and 3 unnecessary regulations and requirements which directly contributed to the i 4 Plaintiff's increased construction costs. 5 i 6 60. Plaintiff hereby incorporates allegations #1 thru #59 above and 7 re-alleges the same as set forth above. 8 9 61. Violation of RCW 19.27.031 State building code - Adoption - 10 Conflicts - Opinions 11 12 (a) The Defendants actions were in direct violation of The 13 International Building Code 2003, published by the International Code 14 Council[, ] Inc. 15 16 62. Plaintiff hereby incorporates allegations #1 thru #61 above and 17 re-alleges the same as set forth above. 18 19 63. Violation RCW 19,27.050 Enforcement 20 21 (a) If a home owner/builder cannot rely on an official building 22 inspection issued by the county, there is little reason for requiring one, 23 unless it is viewed as merely another mechanism for gathering taxes. 24 25 64. Plaintiff hereby incorporates allegations #1 thru #63 above and Brad A. Hudson 351 E. Jobes Ct Belfair, WA 98528 COMPLAINT - 16 Phone:(360)275-2347 1 re-alleges the same as set forth above. 2 3 65. Violation of RCW 4.96.010 Torturous conduct of local governmental 4 entities - Liability for damages 5 6 (a) Once the Plaintiff made contact with the Defendant this 7 establishes the Plaintiff alone and not the public at large. 8 9 (b) There was direct contact between the Defendant and the 10 Plaintiff when the Defendant's employee Mark Core reported to the Plaintiff's 11 property to conduct a special investigation and identified himself to the 12 Plaintiff who asked detailed questions. He owed a duty of care to the 13 Plaintiff. 14 ) d 15 (c) The Defendant's employee Mark Core, in response to specific p 16 inquiries by the Plaintiff, provided express assurances that the structure 17 was in compliance with the building codes prior to the pouring of the 18 foundation. 19 20 (d) The Plaintiff justifiably relied on the representation of 21 the Defendant's representative. 22 a 23 (e) The foundation was poured with a stepped foundation which 24 was not in accordance with any approved or engineered foundation design, 25 thereby causing injury. Brad A. Hudson 351 E. Jobes ct u Belfair, WA 98528 COMPLAINT - 17 Phone:(360)275-2347 x i it 1 (f) If inspections were conducted properly the injury would 2 have been avoided. 3 4 66. Plaintiff hereby incorporates allegations #1 thru #65 above and 5 re-alleges the same as set forth above. 6 7 67. Breech of Contract 8 9 (a) Conditions for BLD2006-00268 Item 6 Once the plans are 10 marked "APPROVED", they shall not be changed or altered without authorization 11 from the Building Official. 12 13 (1) Foundation was approved for full height 8' concrete 14 walls as easily noted on plans CI-C3 then changed to step wall without 15 authorization from the Building Official, call to owners or call to the 16 engineer or architect of record. 17 18 (b) Conditions for BLD2006-00268 Item 11 Any changes in 19 proposed construction shall be reviewed by the engineer or architect of 20 record and submitted in writing to the Mason County Building Department prior 21 to construction. 22 23 (1) Mason County Building Department has no record of i 24 changes on file to proposed construction to the foundation wall until 08 25 January 2007. Brad A. Hudson 351 E. Jobes Ct Belfair, WA 98528 COMPLAINT - 18 Phone:(360)275-2347 1 (c) Conditions for BLD2006-0026B Item 12 All construction must 2. meet or exceed all local ordinances and the international codes requirements 3 as adopted and amended by Mason County and the State of Washington. 4 5 (1) Failed to meet the standards established in 6 International Builders Code 2003: 101.2, 101.3, 102.1, 104.1, 104 .2, 104 .4, 7 104.9, 104.10, 104.11, 104.11.2, 105.1, 105.6, 106.1, 106.1.1, 106.3, 8 106.3.1, 106.4, 109.1, 109.3.1, 109.3.4, 109.6, 113.2, 114.2, 1603.1, 1805.2, 9 1906.1, 1906.1.1 and 2308.9.10. 10 9 p�p 6 11 (2) Failed to meet the standards established in { t 12 International Residential Code 2003: R101.3, 102.1, R104.1, R104.2, R104 .3, 13 R104.4, R104.7, R104.9, R104.10, R104.11 R105.8 R106.4 R109.1, R109.1.1, : 14 R109.1.4, R109.4, R113.2 and R602.6. ( 15 S 16 (d) Conditions for BLD2006-00268 Item 12 Any non-approved 17 changes of use or occupancy would result in permit revocation. 6 18 F A 19 (1) Non-approved changes to the foundation wall was noted 20 on inspection dated 23 May 2006. Permit should have been revoked and re- 21 inspections should have been conducted to correct construction defects. i 22 23 68. Plaintiff hereby incorporates allegations #1 thru #67 above and 24 re-alleges the same as set forth above. 25 : Brad A. Hudson 351 E. Jobes Ct Belfair, WA 98528 COMPLAINT - 19 Phone:(360)275-2347 1 69. Negligent infliction of emotional distress and outrage 2 3 (a) Plaintiff's family sold previous house at a substantial 4 loss causing tremendous financial stress. 5 6 (b) Plaintiff had to re-engineer a retaining wall to lawfully 7 install mud room and retain dirt. Incurring costs to re-engineer wall, 8 excavate around foundation, delay in construction causing financial stress. 9 10 (c) Plaintiff, Plaintiff's pregnant wife, 2 and 3 year old 11 daughters had to live in a Costco tent without running water, sanitation 12 facilities, cooking facilities or security for 7 month while construction 13 was being done causing constant worry for safety. 14 15 (d) Foundation wall to date has never been engineered to verify 16 that it can support the weight of the house causing catastrophic loss to home. a 17 18 IV. PRAYER FOR RELIEF 19 20 70. For judgment for damages against Defendant in an amount to be 21 determined at trial. 22 23 71, For Plaintiffs' attorney fees and costs in expert fees. 24 25 Brad A. Hudson 351 E. Jobes Ct Belfair, WA 98528 COMPLAINT - 20 Phone:(360)275-2347 1 72. For such other and further relief as the court deems just and 2 equitable. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 t 25 g o- Brad A. Hudson 351 E. Jobes Ct Belfair, WA 98528 COMPLAINT - 21 Phone:(360)275-2347 MDT ENGINEERING 31403 S. 40 Avenue South Au urn,WA 98001 253-887-8725 September 13, 2011 Brad Hudson 351 E Jobes Court Belfair, WA 98528 Re: Structural Engineering for the Hudson Residence Brad, In February, 2006, 1 provided engineering calculations for the lateral analysis, vertical analysis and foundation design for your project. I have a closed a copy of all the documents in my file for this project. There is a copy of the structural calculations and my file copy of the plans. The calculations are complete and include details and calculations for a full height faundation wall. The set of plans that is included was a working set and is not the final stamped set that was given to the building department for the purpose of btaining a permit. However, the foundation plan in this set does show the foundation details with the full height concrete wall on all sides of the structure_ There are no details for cantilevered retaining walls in my packet. Also, the lateral analysis does not show any wood panel shearwal►s on the exterior walls z t the basement level because the design I provided assumed full height concretE foundation walls as the plans and elevations depict. When giving my client he documents for the building permit, I marked up two sets of plans with the stri ictural engineering information for the lateral, vertical and foundation d sign and stamped the plans. I don't have a copy of these final permit doc ments. I don't have engineering in my file for any revisions to the origina structural design. I was not involved in making any revisions to this projec from the original structural design. if revisions were made without my rev ew and approval, I am not responsible for the structural integrity of the pi oject. Sincerely, isVIle . Thompson, PE MDT Engineering Z'd Lt£Z-9LZ-09£ uospnH PeIS'sAN Pue-JN et,£:60 66 deS MDT ENGINEERING 31403 S. 44 Avenue South Auburn,WA 98001 253-887-8725 Structural Calculations For Gallup Building & Design Hudson Residence February 15, 200E i FEO 2 Building Official: Please accept this engineering packet o ly with a wet stamp and only for the site noted above. £'d LV£Z-9LZ-09£ uospnH pea8'sAN pue'JN et£:60 LL 6L deS MDT ENGINEERING 31403 S. 44 Avenue South Auburn, WA 98001 253-887-8725 Table of Contents Pacie No. Scope of Work i Structural Notes Shearwall Schedule Structural Details iv Lateral Analysis 1 — 9 Vertical Analysis 10 -- 12 Foundation Design 13 - �'d L�EZ-9LZ-09E uospnH P8AS'M Pue'aW e5£:60 6 6 6l deS STRUCTURAL NOTES CODES AND SPECIFICATIONS 1. Intemation Building Code, 2003 Edition 2. International Residential Code, 2003 Edition 3. Simpson Strong Tie Connectors&Anchor Systems Catalogs — 004 4. Fasteners in contact with pressure treated wood must be stainless steel,.ZMAX (G185 HDG per ASTM A653), Batch/Post Hot-Dip Galvanized (per ASTM A123 for connectors and ASTM A153 for fasteners), or mechanically galvanized fas eners (per ASTM 3695, Class 55 or greater). Uncoated and painted products should riot be used with treated wood. When using Stainless Steel or hot-dip galvanized connectors, the connectors and fasteners should be made of the same material_ DESIGN CRITERIA 1. Wind Load International Building Code - 2003 -Simplified Method, Basic Wind Speed = 85 MPH .Exposure C 2. Seismic International Building Code-2003 - Simplified Analysis, Seismic Design Category D, I = 1.0 3. Roof Load - DL = 15 PSF LL =20 PSF 4. Floor Load - DL = 10 PSF LL= 40 PSF 5. Deck Load - DL= 10 PSF LL = 40 PSF 6. Soils -Assumed 1500 PSF Allowable Soil Bearing -Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design 7. Concrete -3000 PSI @ 28 days -Grade 40 reinforcement - minimum 3"cover for all reinforcement except as noted at retaining walls or other details 8. Mortar -Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows unl ss noted otherwise on plan: All lumber, unless noted otherwise Hem-Fir#2 or better Glulam beams 24F-V4 Fb=2400 psi 1 3/e Microlam, LVL E=1800 ksi Fb=2600 psi 2 11/16", 3 W, 5 %" &7 Parallams, PSL E=2000 ksi Fb=2600 psi 2. When top plate is interrupted by header, header shall have stra connectors to the top plate each end. Use 2 -Simpson MSTA24 connectors, LINO. 3. All shear wall sheathing nails and anchors shall be as detailed c n the drawings and as noted in the shear wall schedule. 4. Floor and roof diaphragm nailing shall be 8d common @ 6"oc at all supported panel edges and 8d @ 12"oc at intermediate-supports. 5. Floor and roof diaphragm nailing shall be 8d common @ 6"oc at all supported panel edges and 8d @ 12"oc at intermediate supports. SOIL CONSTRUCTION NOTES 1. All footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor. 2. Assumed allowable soil bearing pressure= 1500 psf. GENERAL CONSTRUCTION NOTES 1. Contractor shall verify all dimensions in the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members dur ng construction shall be prm ided. Any proposed field changes to have the prior approval of Engineer. 9'd Lb£Z-9LZ-09£ uosPnH PWO'sJN PUB'JW e9£:60 L 1, 6 L deS FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING 18 1'-6"X 1'-6" 6" 244 EA, WAY 24 2'-0"X 2'-0" 10" 344 EA. WAY 30 2'-6"X 2'-6" 10" 345 EA. WAY 36 3'-0" X 3'-0" 10" 345 EA. WAY 42 3'-6" X 31-6" 12" 345 EA. WAY 48 4-0"X 4-0" 12" 445 EA WAY- 54 4-6" X 4-6" 12" 445 EA WAY NOTE: FOOTING DESIGN IS BASED ON 2500 PSI CONCRETE AND AN ALLOWABLE SOIL BEARING PRESSURE OF I500 PSF. 9'd LV£Z-9LZ-09£ uospnH pea8'sJW pue'IN e9£:60 L L 6 L deS SHEARWALL SCHEDULE Revised N ov. 20 4 MARK SHEATHING FASTENER SPACING BOTTOM PLATE RAMING ALLOW- NOTES @ ALL EDGES NAILING OR ANCHOR j kNCHORS ABLE BOLTS N TES: 7 & 8 SHEAR 7/16" MIN APA RATED .131'x2'/a"min @ 6" oc .167"x3/"min@ Toc A 5 r@i. 2'-4"oc 1A SHEATHING OR or OR OR 130 PLF 2, 5 APA RATED SIDING 303 14 GA. Q 6"oc '/_"AB @ 6-6"oc HT (a')2'-4"oc 7116"MIN APA RATED .131"x2'/."min @ 61Tac .167'x3'/."mitt @ 6"oc or A 5 @ 18"oc 1 SHEATHING OR or %"AS @ 3'-2"oc or OR 230 PLF 2, 5 APA RATED SIDING 303 14 GA. @ 6"oc 5/8"AB 0 4'-6"oc H 18'oc W16"MIN APA RATED .131'x2Y,"min @ 411oc .16Tx3'/z"min@ 4"oc or A 5 @ 12"oc 2 SHEATHING OR cr W AB @ 2'-0"cc or OR 360 PLF 2 APA RATED SIDING 303 14 GA. Q 4"oc 518"AB 9 3'-0"oc H 4 12"oc 7/16"MIN APA RATED 131"x2V"min @ 3"oc '/."X5" LAG SCREW A 5 @ 10"oc 3 SHEATHING OR or @ 7"oc or OR 451 PLF 2,4, 9,10 APA RATED SIDING 303 14 GA. @ 3"oc '/"AS @ V-6"oc or HT:;4 @ I Toc 5/9"AB A 2'4"oc 7116" MIN APA RATED .148"x2%"min@ Toc WXT LAG SCREW A 35 @ 8"oc 4 SHEATHING OR or , @ Toc or OR 546 PLF 2,4, 9,10 APA RATED SIDING 303 14 GA. @ 2 Yz'oc- '/i'AB Q V-4"00 or HI C4 @ 8"cc 518"AB 2'-0"oc 112"GWB 5d COOLER OR GWB ,167"x3!"min@ 6"oc or A 5 @ 18"oc 5 BOTH SIDES @ 4"oc or#6 x 1 %:" %"AB @ 3'-Toc or OR 125 PLF 3 SCREWS Ton 516"AB @ 4'-2"oc HT 18'oc 1/2"GWB '/:5d COOLER OR GWB .167"x3 "min@ Toc A3 @)2'-4"oc 6 > O.N'INSIDE FACE ONLY @ 4"oc or#6 x 1 1/" or OR 62 PLF 3 SCREWS @ Toc %"A$P,5'-6"oc HTC 4 2'-4"oc '7115",MIN APA RATED .131"x2'W"min@ Nbc WxT LAG SCREW 15 @ 6"oc . 7 SHEATHING''BOTH SIDF-S or @ 3"cc or OR 902 PLF 2, 9, 10 % 14 GA 3"oc 5/8'AB 1'-2"oc HT 7,41 @ 6"oc NOTES: 1 `ALL FASTENERS SHALNEET THE FOLLOWING CRITERIA: 0.131 DIA X 2 '/. MIN, 0.148" 13 A X 2 'h" MIN, 16D COMMON = 0.167" DIA X 3 '/" MIN, 6D COOLER = 0.086' DIA X 1 518"MIN, 5D GW =0.092" DIA X 1 3/4' MIN, 15 GA ,'STAPLE=0.072"DIA X 1 W MIN, 14 GA STAPLE=0.080 DIA X 1 W MIN 2. ALL-APA RATED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED VVITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12"OC OR STAPLES AT 10"OC ALONG INTERMEDIATE FRAMING MEMBERS. 3. ALL GWB SHEATHING ON DESIGNATED SHEARWALLS SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE AT ALL STUDS,TOP AND T rOM PLATES AND BLOCKING. AT SHEARWALL TYPE 5 AND 6,THE BLOCKING ATTHE HORIZONTAL PANEL EDGES,AT THE INTERIOR PORTION OF THE SHEARWALL IS NOT REQUIRED. NOTE THAT THE FASTENING AT ALL STUDS AND TOP AND BOTTOM PLATES IS STILL REQUIRED. 4. AT GARAGE JAMBS, REFER TO LATERAL RESTRAINT PANEL DETAIL,5/S. 5. PROVIDE 7/16"MIN. APA RATED SHEATHING(PLYWOOD OR OSB)OR APA RATED 31DING 303 OR INNER SEAL 058 RATED PANEL SIDING ON ALL EXTERIOR WALLS DESIGNATED AS SHEARWALLS. - 6. WHERE PANELS ARE APPLIED ON BOTH SIDES OF A WALL AND NAIL SPACING IT LESS THAN 6" ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAWNG MEMBERS OR FRAMING SHALL BE 3"NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7, REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS. SEE DTL. B1S FOR SHEAR TRANSFER HARDWARE AT EXTERIOR SHEARWALLS AT ROOF WHERE FRAMING!IS PERPENDICULAR TO WALL. SEE DTL.7/S FOR LOCATION OF FRAMING ANCHORS AT GABLE ENDS. 8. AT INTERIOR SHEARWALLS AT ROOF PARALLEL TO THE TRUSSES, REFER TO DTL 615, TIE SHEARWALL TO ROOF TRUSS WITH HTC4 FRAMING ANCHORS SPACED PER SCHEDULE OR EXTEND SHEARWALL TO ROOF AND SHEATH AND FASTEN PER SHEARWALL TYPE CALLED OUT BELOW. 9. ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHAII NOT BE LESS THAN A SINGLE 3X MEMBER @ SHEARWALL TYPES 3,4,AND 7. FOR EXAMPLE, PROVIDE A 3X ST'D AT VERTICAL JOINTS IN THE SHEATHING. 10, FOUNDATION SILL PLATES AND BOTTOM PLATES OF SHEARWALL SHALL NOJ BE LESS THAN A SINGLE 3X MEMBER @ SHEARWALL TYPES 3,4,AND 7. ALSO, PROVIDE A 3X MINIMUM WIDTF MEMBER BELOW SHEARWALL TO RECEIVE LAG SCREWS SUCH AS A 3X RIM JOIST, 3X JOIST BELOW SHEARWALL OR 3X BLOCKING BELOW SHEARWALL. @ SHEARWALL TYPES 3,4,AND 7. L-d Lb£Z-9LZ-09£ uospnH PeaS'sjA PUe'AA e9£:60 L 1. 6l deS 5 X s,ruDS 4 L-X ANGN FR BOLTS PER -� 5HEAFR WALL SCHEDULE 7 ) Al Au, om Cam. 3 r 1 • -� _ EDGE NAILING �- � LI E3OT. P i '- 51 L 1.- F'L. a— 4 !Cl' fI cG Col 1 , z T-�-FICAL �3HEAfRWALL IDETAIL_ FOUNDATION WALL I—I0T Engine 7ring 3 SHEET Nr). 9El AM --'— MDT Engineeringnwi avo. cn}xni:u t✓LrJ.T. CousulliHe S€rttclurnl FJH�incrrrt iL�TF, Yt'ALF: 20113 6;i1.11 Avr.. S. C t-� Auburn, KA 00001 _ . , , 1200► 11AIS-l1111U DRAWN Uu tTwu - -" Regislcrci! Nrntm;slnual En6inecr of-1 8•d Lb£Z-9LZ-09E uospnH pea8'sew pue•aw e9E:60 6l 6l deS AAj60al2 eOL_r'� P✓� - - ` T • I ✓F f �.f<F� J rd c C^� F 6-d LIV£Z-9LZ-09£ uospnH PWO'saA PUe'in eL£:60 L6 6l deS 29413 SEb Ave.:S. Au 06-9 6 881QWA D1 ��- �t'�J� -3 Ai c .:11 z �. _ •�- ' �� � fret✓Y"�� `� .....__.__ ._._..... ..., . i 0 L'd Lb£Z-SLZ-09£ uospnH pea8'saw pus•aW sL£:60 l l 6 L deS Q RESTRAINED RETAINING WALL SCHEDULE H T W D VERTICAL HORIZONTAL AL FOOTING ANCHOR BOLTS FRAMING REINFORCING REINFORCING REINFORCING ANCHORS N 8'-0" 8" 20" 8" #4 16" OC #4 10" OC 2- #5 CONT. 3/" DIA (c� 36"OC A34 N 9'-D" 8" 21" ' 8" #4 12" OC #4 @ 10" OC 2 - #5 CONT. 3/4" DIA 32"OC A34 10'-p" S" 22" 10" #5 @ 12" OC #4 a'7 10" OC 2 - #5 CONT. 3/" DIA 24"OC A34 co I V-0" 10" 24" 12" #5 12" OC #5 12" OC 3 -#5 CONT. 3/" DIA @ 21"OC A35 12.'-0" 10" 24" 12" #5 10" OC #5 @ 12" OC 3 - #5 CONT. 3/4" DIA A 18"0C A35 NOTES'. 1. CONCRETE. STRENGTH SHALL BE 3000 PSI @ 28 DAYS. 2. REINFORCING BARS SHALL BE GRADE 40. 3. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF. 4. FLOOR SHEATHING AND ANY CONCRETE OR WOOD SHEARWALLS WHICH RESIST LATERAL LOADS IMPOSED BY BACKFILL MUST BE IN PLACE AND NAILED PRIOR TO BACKFILLING FOUNDATION WALLS. 0 _0 ro m co c ro ro ch m 0 rn a m c twu1 [.nyurwuuy Corlsuttln pI Structural Engineer `- 29413 5W Ave,S. Auburn,WA%Wl IF- -DALA�dCi* Ftr Z 6'd Lb£Z-9LZ-09£ uospnH PWO'SiN PUB'JW e9£:60 L L 6 L daS A USE TOP PL NAILINCa PER 5W 5G1--IEDULE i - 4 EDGE NAILING R SW SCHEDULE. SIM 5ON :EPAMING PE . AN NOR PER 5UJ 5CHEDULE. 3 5NEATNING PER PLAN 4 SW 5CNEDULE. z . TYPICAL INTEF�,10R ,5HEAF,WAL I,)ETA I L COPYRIGHT lcze�l N w 1—i— 1( I-ipT Engineering VIM No- MAIL MDT Engineering r � No. ctte�I n M.p.T. Consulting BLructnrel Engineer's nArE srr,tc ' 294to Oth Ave. s. I„ S Auburn, RA 99001 MICHELLE D. THOMPSON, P.E. (ZOB) 9A6—DRIO DRAWN IDCRTION Registered Professional Eugineer mosuGOM £6'd L�£Z-5LZ-09£ uospnH Pe18•s'N Pue'IN e9£:60 6l 66 deS POTTOM FL NAILING PER. SUJ SCHEDULE r SI-IEATNING PER PLAID � - 4 5W SGNEDULE. 1 I 2x STUDS i NAkrL! G < .� . 51MPS N FRAMING .JOf T ANGH R PER SW SIMPSON STRAP (,�Inl PER PLAN-PLAN. CENTER ON RIM JOIST. AT INTERIOR MALL r SLOT PLYWOOD. t TYF1CAL SPFEAFz?,WALL [DETAIL G GNT 1995 U / WALL5ELOW IlrD)T Fngihecring 11ETA1l ,.. •4'l .11Frr yIIkBT tin,. MDT GF.tt Emoneeling ConsalUng BLrucLurel Engl,,rera I DATE quar, 26.113 851.11 Ave. S. In_1. A1lburu, 11,1 UUt1Uf ('LOQ) tldtl—OB111 D1c,IKN 11N'AT1nN •`---' Registered t'rofesslansl L'ngineeP G'OGIJGG^M bL'd Lb£Z-9LZ-09E uosPnH PRAS 'sJW PUB'JW e6£:60 66 66 deS D J ,-SI-IE�T Iu�ci r-ER PLAN B0-"TOI"1 PL NAILING -� SN1= RWALL S::l-IEDU.L�, FER SW SCHEDULE SII-IFSON STFzAF IF- JOISTS ARE PER FLAN. F-EF:PENDICULAR SLOT PLY"WOOD- d BEND TO 51-1EARUJALL, STRAP JST OR BLKG. PROV DE 2-2x BLOCKING BTWN JOISTS FOR FULL LENGTH OF 5W. l— 3 W LL DG.E NAILING F'ER IL .:`!5NE•,4RWALL SCI-IED. J � d) FF JOISTS ARE A� O 5NF-.A1R-WALL, ROvIDF D6L OIST UNDER z W. i Ftll•:F:T Nil.. nIa'Atl, MDT Engineering - gnu ND, t:11Ec6 E0 Consultilig Slruefttrnl EnAintret< oars SCA1E tluhnrn, 171% llBll�i _-� >ncitFl.tc 11. i'voinsoN, h.R. (2m) riqu-mrtin nac>Fru I, UMN 1 _ --•" RcRi5lrrntl PrnleFsitmnl Engimer �:;�,!.I;,:_;I`( l I T— l 9L'd Lt7£Z-9LZ-09£ uospnH peJ9•saw pue'AN e6£:60 Ll 6l deS bT':Etrginserm 29 13 -5th<Ave auburn,:WA 9B001 20G 940 881 D .; / ff J r �I jl u /0 ' ov, i �1 96'd uospnH pe18•sew pue•aW eo-�:60 66 66 deS AJ& L�'d LbEZ-SLZ-09£ uospnH pe18 'SiN Pue-in e0t,:60 6 6 66 deS mu.� �ngirleermg � �'#'�7 r /v0 r Consultingg Structural Engineer 013 55th Ave.S, Auburn,WA SWD1 D 17 r I 8 L'd L�£Z-9LZ-09£ uospnH pea8'saW pue'JA uLt,:60 L L 6 L deS our ti►o ,,l MDT Engineering Cons tilting Structural Engineers 5513 S. 300th Place Auburn, WA 98001 (253)946-9810 Lateral Analysis Wind Design: Per 2003 IBC —Simplified Wind oad Method Northwest Washington Wind Speed = 85 MPH Exposure C Mean Roof Height less than 30 feet From Table 1609.6.2.1(4) This factor varies based on mean height and exposure category. H = 30' or less Height and Exposu a Factor = 1.4 H = 35' or less Height and Exposu e Far tor = 1.45 H = 40' or less Height and Exposu a Factor= 1.49 Horizontal Wind Loads: From Table 1609.2.1 These loads vary bated on wind speed, roof s ape and height and exposure factor. These are the maximum VaIL es for any roof slope. Zone A = 15.9 PSF x 14 = 22.26 PSF Zone B = 8.8 PSF x 1.4 = 12.32 PSF Zone C = 10.6 PSF x 1.4 = 14.84 PSF Zone D = 7.0 PSF x 1.4 = 9.8 PSF For Horizontal Design Loads, use maximum load of 22.3 PSF in all zones,and 'directions. 6L*d Lt7£Z-9LZ-09E uospnH peJ8•sew pue•JW ett,:60 l l 6L deS MDT Engineering Cans jifing Structural Engineers 5513 S. 300th Place Auburn, WA 9BQD1 (253) 946-8810 Lateral Analysis Seismic Design. Per 2003 IBC — Simplified Analysis Northwestern Washington Soil Site Class D Seismic Use Group 1, 1 = 1.0 Fa = 1.0 Ss = 1.5 Sms= Fa xSs = 11 x1.5 = 1.5g Fv = 1.5 S1 = 0.5 Sm1 = FvxS1 = 1-5 x0.5 = 0.75g Sds = 213xSms = 2/3x1.5 = 1.0g Sd1 = 2!3 x Sm1 = 213 x 0.75.= 0.50g From Table 1616.3(1) and 1616.3(2);"Seismic Design Category D V = (1.2xSdsxW) IR W = Dead Load R = Response Mod' ication Factor R= 6.5 for light frame walls with wood shear wails V = 1.2x1.0xW16.5 V = 0.1846xW OZ'd Lt£Z-9LZ-09E uospnH peJS •saw pue AA BZt:60 L L 6 L deS Sep 1911 09:42a Mr,and Mrs.Brad Hudson 360-275-2347 p.21 1 , , I ' . I.. I. arm i ( I 7 � ; � I I • I � I 1 I .mac ►�� , , - 1.. _ � ; i i^t i r 1 i —!; I .�-----+—.�-__.�-- I _ , — G� I `f: yc !v J C& , __., _ { :_.. i � i._ ! i 1. � �----•I S ' Sep 19 11 09:43a Mr,and Mrs,Brad Hudson 360-275-2347 p.22 V� N J Sep 19 11 09:44a Mr.and Mrs. Brad Hudson 360-275-2347 p.23 1 O N Sep 19 11 09:45a Mr,and Mrs.Brad Hudson 360-275-2347 p.24 i N C) ON DATE- Z11-5106 MDT Engineering Consulting Structural Engineers 5513 S. 300th Place Auburn, WA 98001 (253) 946-8810. SW TRIB. AREA TOTAL LENGTH OF WALL SHEAR PER Sul/ # SHEAR I FOOT TYPE 3zG1 5.33 '+5. 3-3 `- 10,G-7 ' fYr ? 2 lo, t z 22, 5,5 J-5.� _ ' 14 2 C.-f- j 3 l0 1`1 y� 5� Z23 15�� �.5'r�•5'= IU9 +rt= /A n,q 72 5.33'r ra.e�'+s 33'= 21.��3 �'-2 P/r- JF Le,IzS+1O.o9 ,q t (io.o4 10 0 .V-t 3C) z2 3 c �'= z, i d L,41611 4 517-7 FLr I Z 8.125+IJ.Oq 4+1+�4 ZZ•316� IS�ti2 = Z-1 � P Z i i i I , 9Z'd LtZZ-SLZ-09E uospnH PeJO-saA Pus'aA e9b:60 I.1, 66 deS SW 1� 299c3 mil `61 �-Io 'B _4 J3 f1 Z3 e3z .t-2ce°1 � B IP>3� l�32. -r!932 -a-I 32 6 �=219 P�F ►biz � L +Ills Sib 2� 8 31VI ur 9Z'd Lt,£Z-9LZ-09£ uospnH PeaB'SJN PUB-IA e9b:60 6 6 6 6 deS Sep 19 11 09:48a Mr,and Mrs.Brad Hudson 360-275-2347 p.27 • ��t� sue}. • �9 Q'iL2 �'7� 5t�' =IZ • �� mot ab�b 19 osz � SLtS C�l Ca�S �^ �d ORO_ 2 �2L— Z'A Qs _12 9 s L ©r, 90/51/2 : . �� _70$/C% NOOF rj 2 3 fZ 223Z r SZ'd LbZZ-91Z-09C uospnH PlaaB'sJN Pue 'JN e2b:60 LL 6L deS I�Sd' eke'° Il-fig (Sqo . �01 k 132Co A =1775 r ff 6Z'd Lb£Z-9LZ-09£ uosPnH Pea8';IN PUe'IN e6t,:60 6 66 deS Sep 19 11 09:49a Mr.and Mrs.Brad Hudson 360-275-2347 p.30 —T),by ` w(- MC3T.Engineeringg / 294TS 55th.Ave:S. 6_ -,xk/ , 4uburn,<VVA'98001 20&946-B81O-77 ' 52,2 _ �I ✓ � ` Cf„f �l7a L£'d Lb£Z-9LZ-09£ uospnH Pea8'sJN PUe'JN e6b:60 11 6l deS 29473'55th Ave. Auburn,-WA'98O01 .205-946-13810 Co�/til �i�l @ .moo io��-off .boo 0 Cad f, (p 1 1 � r Z£'d Lti£Z-9LZ-09£ uospnH peJ8'M Pue'JW e09:60 66 66 deS FOOTING SCHEDULE rpi - MARK SIZE DEPTH REINFORCING . A,L W - &CAPI 18 11-6"X 1'-6" 8" 244 EA. WAY S 5 24 2'-0" X 21-0" 10" 344 EA, WAY � O 30 2'-6" X 2'-6" 1 D" 345 EA. WAY _ 36 _ 3'-0" X 3'-0" 10" 345 EA. WAY 1_ S 42 3'-6" X 3'-6" 1211 345 EA. WAY 3�5 .48 4'-0" X 4-0" 12" 445 EA WAY- 2-lU(DO _ 54 4'-6" X 4'-8" 12" 445 EA WAY oil'5 NOTE. FOOTING DESIGN IS BASED ON 250D PSI CONCRE FE AND AP4 ALLOWABLE SOIL BEARING PRESSURE OF 15,00 PSF.' ££'d Lb£Z-9LZ-09£ uosPnH paa9'sAN Pue']N eL9:60 L L 6L daS P. 1 MDT ENGINEERING 31403 S. 44 Avenue South Auburn, WA 98001 253-887-8725 Structural Calculations For Gallup Building & Design Hudson Residence February 15, 2006 �i pPFRJVA� aces o' 5Ogti9FC CNAtdC�ES FOR ORS pgs includeshat cnnst� pR10R TG pERFGRMtInent 4G W eng e�zix� d°c I a prayed Plans NS NtUST 85 xesnay�ateac�ect 13 TH>~SS P1-A Ot4. H SOg SATE ION lC wa OFR1NQOAUSTM ENAL gTATE CODES �ASHtNGTON d} 4'tP3 Y Building Official: Please accept this engineering packet only with a wet stamp and only for the site noted above. 2 MDT ENGINEERING 31403 S. 44th Avenue South Auburn, WA 98001 253-887-8726 Table of Contents Page No Scope of Work i Structural Notes Shearwall Schedule Structural Details iv Lateral Analysis 1 - 9 Vertical Analysis 10 — 12 Foundation Design 13 - P. 3 MDT ENGINEERING M03 S. 44 1h Avenue South Auburn, WA 98001 253-887-8725 s Scone of Work MDT Engineering was asked to provide structural calculations for the proposed structure. The following items are included: 1. Lateral Analysis with Basic Wind Speed = 85 MPH, Exposure C, Seismic Design Category D 2. Vertical Analysis 3. Foundation Design We have provided the designer with a set of plans and 2 copies of the structural calculations for his use in obtaining a building permit for the referenced project. The scope of this agreement covers the design phase only. If site inspections are required by the Building Dept., these will be performed at an additional hourly fee of $100,00 per hour. Also, revisions to the original design will be billed at the hourly rate of$100.00 per hour, To reuse these calculations for another site, please contact MDT Engineering for review and approval. A new cover sheet is required with the new site address and an original wet stamp. Questions about the attached information should be addressed to MDT Engineering. Michelle D. Thompson, PE MDT Engineering, Inc. P. 4 STRUCTURAL NOTES CODES AND SPECIFICATIONS 1. Interrmation Building Code, 2003 Edition 2. International Residential Code, 2003 Edition 3• Simpson Strong Tie Connectors &Anchor Systems Catalogs—2004 4. Fasteners in contact with pressure treated wood must be stainless steel, ZMAX (G185 HDG per ASTM A653), Batch/Post Hot-Dip Galvanized (per ASTM A123 for connectors and ASTM A153 for fasteners), or mechanically galvanized fasteners (per ASTM B695, y Class 55 or greater). Uncoated and painted products should not be used with treated wood. When using Stainless Steel or hot-dip galvanized connectors, the connectors and fasteners should be made of the same material. DESIGN CRITERIA 1. Wind Load International Building Code-2003 -Simplified Method, Basic Wind Speed = 85 MPH, Exposure C 2. Seismic International Building Code-2003 - Simplified Analysis, Seismic Design Category D, I = 1.0 3. Roof Load - DL= 1.5 PSF LL=.2:0 PSF 4. Floor Load - DL= 10 PSF LL=40 PSF 5. Deck Load - DL= 10 PSF LL =40 PSF 6. Soils -Assumed 1500 PSF Allowable Soil Bearing -Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design 7. Concrete - 3000 PSI @ 28 days - Grade 40 reinforcement - minimum 3" cover for all reinforcement except as noted at retaining walls or other details 8. Mortar -Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on plan: All lumber, unless noted otherwise Hem-Fir#2 or befter Glulam beams 24F-V4 Fb=2400 psi 1 'l° Microlam, LVL E=1800 ksi Fb=2600 psi 2 11/16', 3 '/', 5 N' & 7" Parallams, PSL E=2000 ksi Fb=2600 psi 2. When top plate is interrupted by header, header shall have strap connectors to the top plate each end. Use 2- Simpson MSTA24 connectors, UNO. 3. All shear wail sheathing nails and anchors shall be as detailed on the drawings and as noted in the shear wail schedule. 4. Floor and roof diaphragm nailing shall be Bd common @ 6"oc at all supported panel y edges and 8d @ 12"oc at intermediate-supports. 5. Floor and roof diaphragm nailing shall be 8d common @ 6"oc at all supported panel edges and 8d @ 12"oc at intermediate supports. h SOIL CONSTRUCTION NOTES 1. All footings and slabs shall bear on undisturbed soil or fill compacted to 95% Modified Proctor, 2. Assumed allowable soil bearing pressure = 1500 psf. GENERAL CONSTRUCTION NOTES 1. Contractor shall verify all dimensions in the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be provided. Any proposed field changes tc have the prior approval of Engineer. P. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING 18 11-6"X 1'-6" 8" 244 EA. WAY s 24 2'-0"X 21-0" 10" 344 EA WAY 30 2'-6"X 21-6" 10" 345 EA. WAY 36 3'-0" X 31-0" 10" 345 EA. WAY 42 31-6" X 31-6" 12" 345 EA. WAY 48 41-0" X 41-011 12" 445 EA WAY 54 4'-6" X 4-6" 1211 445 EA WAY NOTE: FOOTING DESIGN IS BASED ON 2500 PSI CONCRETE AND AN ALLOWABLE SOIL BEARING PRESSURE OF 5,00 PSR P. 6 SHEARWALL SCHEDULE Revised Nov. 2004 MARK SHEATHING FASTENER SPACING 7 BOTTOM PLATE FRAMING ALLOW- NOTES @ ALL EDGES NAILING OR ANCHOR ANCHORS ABLE BOLTS NOTES: 7&8 SHEAR 7/16"MIN APA RATED .131"x2Y4"min @ 6"oc .167"x3%'min@ 8"oc A35 @ 2'-4"oc 1A SHEATHING OR or OR OR 130 PLF 2, 5 APA RATED SIDING 303 14 GA. 6"oc '/z"AB Q f4bc HTC4 2'-4"oc 7/16"MIN APA RATED .131"x2Y4"min @ 6"oc .167"x3%0mfn @ 6"oc or A35 @ 18"oc 1 SHEATHING OR or W AB @ 3'-2"oc or OR 230 PLF 2, 5 k APA RATED SIDING 303 14 GA. 6"oc 5/8"AB 4'-61TOC HTC4 @ 1800C 7116"MIN APA RATED .131"x2'/,"m[n @ 4"oc .167'x3%'min@ 4"oc or A35 @ 12"oc 2 SHEATHING OR or W AB @ 2'-0"oc or OR 350 PLF 2 APA RATED SIDING 303 14 GA 4"oc 5/8"AB @ T-0"oc HTC4 Q 12"oc 7/16"MIN APA RATED .131"x2Y4"min @ 3"oc %"X5"LAG SCREW A35 @ 10"oc 3 SHEATHING OR. or @7"ocor OR 451 PLF 2,4, 9,10 APA RATED SIDING 303. 14 GA..@ 3"oc %"AB @ V-6"oc or HTC4 @ 10"oc 5/8"AB @ 2'-4"oc 7/16"MIN APA RATED .1485i2%"min@ 3"oc %4"X5"LAG SCREW A35 @ 8"oc 4 SHEATHING OR or @ 6"oc or OR 545 PLF 2,4, 9,1.0. . APA RATED SIDING 303 14 GA. (g 2%"cc- %*AB @ 1'-4"oc or HTC4 @ 8"oc 5/8"AB Q 2'-O"oc 1/2" GWB 5d COOLER OR GWB .167"x3%"min@ 6"oc or A35 @ I Voc 5 BOTH SIDES @ 4"oc or#6 x 1 %' '/"AB @ T-0"oc or OR 125 PLF 3 SCREWS 6"oc 518"AB 4'-2"oc HTC4 18"oc 112"GWB 5d COOLER OR GWB .167"x3'/"min@ 8"oc A35 @ 2'-4"oc 6 ONANSIDE FACE ONLY @ 4"oc or#6 x 1 i4" or OR 62 PLF 3 - - SCREWS '/6"oc "AS 6-6"oc HTC4 @ 2'-4"oc fi, 1 ',ivalN,Al?A RATED .131"x2%.'min@ 3"oc Wx5"LAG SCREW A35 @ 6"oc SI or IES " �::,'; _ ,d.« r•_,::: .. @ 3oc or OR 902 PLF .3°OC 5/8"AB „ 2,9, 10 .: ` :.,:�:� ,,� '6ia=>i::: •::: 14 GA 1-2 oc HTC4 6'oc i4..`yy{.i.,ki;� r M1 ..5..;'':;:p•;i•�4'�:a;S�l`= oTr '_:�.:.• .;'`s' Ct._.,,,•.{�TENERe`SF3�il,. NIEET THE FOLLOWING CRITERIA: 0.131 DIA X 2 /4 MIN, 0,148 DIA X 2 %" M1N, 16D Jj. 4 " " � DMhAON = 0.167" DIA X 3 %" MIN, 5D COOLER=0.086 DIA X 1 5/8"MIN, 5D GWB=0.092' DIA X 1 3/4' MIN, 15 GA :.SAKE=0.072"DIA X 1 'A"MIN, 14 GA STAPLE=0.080 DIA X 1 W MIN 2. 'ALL'APA RATED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. SPACE NAILS AT 12'OC OR STAPLES AT 10"OC ALONG INTERMEDIATE FRAMING MEMBERS. 3. ALL GWB SHEATHING ON DESIGNATED SHEARWALLS SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING AND FASTENED PER THE SCHEDULE ABOVE AT ALL STUDS,TOP AND BOTTOM PLATES AND BLOCKING. AT SHEARWALL TYPE 5 AND 6, THE BLOCKING AT THE HORIZONTAL PANEL EDGES AT THE INTERIOP,PORTION OF THE SHEARWALL IS NOT REQUIRED. NOTE THAT THE FASTENING AT ALL STUDS AND TOP AND BOTTOM PLATES IS STILL REQUIRED. 4. AT GARAGE JAMBS, REFER TO LATERAL RESTRAINT PANEL DETAIL,5/S. 5. PROVIDE 7/16"MIN.APA RATED SHEATHING (PLYWOOD OR OSB)OR APA RATED SIDING 303 OR INNER SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS DESIGNATED AS SHEARWALLS. 6, WHERE PANELS ARE APPLIED ON BOTH SIDES OF A WALL AND NAIL SPACING IS LESS THAN 6" ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3'NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED' 7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS, SEE DTL. 8IS FOR SHEAR r TRANSFER HARDWARE AT EXTERIOR SHEARWALLS AT ROOF WHERE FRAMING IS PERPENDICULAR TO WALL. SEE DTL 718 FOR LOCATION OF FRAMING ANCHORS AT GABLE ENDS. 8. AT INTERIOR SHEARWALLS AT ROOF PARALLEL TO THE TRUSSES, REFER TO DTL 618. TIE SHEARWALL TO ROOF TRUSS WITH HTC4 FRAMING ANCHORS SPACED PER SCHEDULE OR EXTEND SHEARWALL TO ROOF AND SHEATH AND FASTEN PER SHEARWALL TYPE CALLED OUT BELOW, 9. ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3X MEMBER @ SHEARWALL TYPES 3,4,AND 7, FOR EXAMPLE, PROVIDE A 3X STUD AT VERTICAL JOINTS IN THE SHEATHING. 10. FOUNDATION SILL PLATES AND BOTTOM PLATES OF SHEARWALL SHALL NOT BE LESS THAN A SINGLE 3X MEMBER @ SHEARWALL TYPES 3,4, AND 7. ALSO, PROVIDE A 3X MINIMUM WIDTH MEMBER BELOW SHEARWALL TO RECEIVE LAG SCREWS SUCH AS A 3X RIM JOIST, 3X JOIST BELOW SHEARWALL OR 3X BLOCKING BELOW SHEARWALL, @ SHEARWALL TYPES 3,4,AND 7. 2x ruDS ANCHOR BOLTS PER SHEAR WALL SCHEDULE. •EDGE NAILING i► g 50T. P • 4 I�A4 2 ' T"�FICAL ��1-4 AfRWALL E)E 1 AIL POUNIDAT I ON WALL COPYRIGHT 1995 MDT Engineerinro 1 BDEGT IVe. DLThII. MDT Engineering jar] NO. Cf14Y'FFhI M.D.Q. Consulting Structural Eugincerd RAlT St 1LR Auburn, WA 980o1 111CHEIII.C. 1). 1HOMPSON, P.E. (200) U•lf)-01110 DRAWN Lordl7tlN Ro inbred Professional Engineer gDUCUGCiI"I P. 8 ` �3�1�1�y iU�tlGY.J�apm- i roor7lJ6p .,€:V)c�e A Cormclld St►t�iural Engineer t t7./NC1 a "41 �It,Ave.s. P. 9 AuWM WA 9SWI �2x 4C' 1N1� 21-0� oN rllA-! @ 4- IP � A Ig � o 5 USE TOP FL NA IL INCx PER 6UJ SCHEDULE 4 i EDGE NAILING -PER SW.5CHEDULE. SIMPSON •FRAMING . ANCHOR PER •SW SCHEDULE. 3 SHEATHING PER PLAN d 5W SCHEDULE. z T'r FICAL INTEF.,103R 5HEAFUJAL_Lr [DETAIL W/ NO 5Hf=-AfP,.uJAL_Lw 45OVE O � H7 gl g t spear ND. DErAtL MDT Engineering " .--w Joe NO, CHECC6n rj MD.t. L Consulting Structured Eughwers DATE BEAR 29413 Wh Ava. S. Auburn, AA 98DO1 MICHELLE D. THOMPSON, P.E, (206) 846-8810 DnAMN Lp`" Registered Professional Engineer DbCuGOM P. 111 e 50TTOM PL NAILING PER SW SCHEDULE SI-IEATNING PER PLAN 4 SW SCHEDULE. r k i i zx STUDS � �A-rLl�tlG SIMPSON FF:AMING L`t3b Jo�.t�iT ANCHOR PER SW '� / r11-1iti/t SCHEDULE. -r JO/" 5IMF5ON STRAP PER ;PLAN. CENTER ,14j ON RIM JOIST. AT INTERIOR WALLY OAS SLOT PLYWOOD. z `1= 1GAL �3PEAfRWALL LDETAIL W 1 WALL I 15 E L O� j Wl COPY RiGNT 1995 HDT Enelmserine 1 SNfiET Nn. uerhiG MDT Engineering , r jr+o. rnErUlf Consulting 81.rva6urel EnEluecra I DATE xrhi.e , 294 to sew Ave. S. Auburn, ITA 9000I S MIC1I6112 A. THOMPSON, P.E. (BOB) 046—BB10 DRAWN inrhnuN Registered Prafessinnid Engineer. DoeUccM v It . } A H C p _ Z-SHEATHINCa PER PLAN ' BOTTOM PL NAILINn -` I SHEARWALL SCNE.G�UL�, PER SW SCHEDULE SIMPSON .STRAP-�, �-- IF JOISTS ARE PER FLAN. PERPENDICULAR SLOT PLYWOOD, d BEND TO SHEARWALL, STRAP JST OR BLKG. PROVIDE 2-2x BLOCKING BTWN JOISTS FOR FULL LENGTH OI= 5W. LL J ���;�,•G�xE NAILING-i•�;PER � (L -• ,41=<.ARWALL SCHED. �- . J IF J016T5 ARE TO SNEARWALL, PROVIDE D51- J015T UNDER 2 SW. MDT 5noinse-ring ` ili'" No. MAIL MDT EngineeringnlexxEo ' M.D.T. Consulthig Biructuml Engineers UATF 4CAI.F FS _ 29419 GELh Arp..S. Auburn, N'A 911001 anrllRt, E P. THOMPSON, r.F. (206) uar—anla DRAWN l'ouTToN "-'� Rr.Rislcrad Prolemalonnl F'atginrer [���;:!,Jr•�;I`I I Aubrrrri;:�If1A'9B�DD� :206=948 , F -IL P. 14 - gad 31 tit P,60ti.! A 5 Ae A Wit, � fut :CgnsuWng Structural?ngineer- P. 15 294413 5Sth Ave.S. Auburn,WA 98001 i!Gd Flo • -y P,�Wl tip? 13 ' r P. 16 J-1U , �',)V17Z� = zjrs/o C. MDT Engineering Consulting Structural Engineers 5513 S. 300th Place Auburn,WA 98001 ' Lateral Analysis (253)946-8810 Wind Desi4n: Per 2003 IBC—Simplified Wind Load Method Northwest Washington Wind Speed = 85 MPH Exposure C Mean Roof Height less than 30 feet From Table 1609.6.2.1(4) This factor varies based on mean height and exposure category. H = 30' or less Height and Exposure Factor = 1.4 Ft = 35' or less Height and Exposure Factor= 1.45 H .= 40' or less Height and Exposure Factor = 1.49 Horizontal Wind Loads: From Table 1609.2.1 These loads vary based on wind.speed, roof slope and height and exposure factor. These are the maximum values for any roof slope. Zone A = 15.9 PSF x 1.4 =22.26 PSF Zone B = 8.8 PSF x IA = 12.32 PSF Zone C = 10.6 PSF x 1.4 = 14.84 PSF Zone D = 7.0 PSF x 1.4 = 9.8 PSF For Horizontal Design Loads, use maximum load of 22.3 PSF in all zones and 'directions. Jl�i I�ic7 ' P. 17 MDT Engineering 'Consulting Structural Engineers 5513 S. 300th Place Auburn, WA 98001 Lateral Analysis (253)946-8810 Seismic Design: Per 2003 19C — Simplified Analysis Northwestern' Washington Soil Site•Glass D Y• Seismic Use Group 1, 1 = 1.0 Fa = 1.0 Ss = 1.5 Sms= Fa x Ss = 1.0 x 1.5 = 1.5g Fv= 1.5 S1 = 0.5 Sml = FvxS1 = 1.5x0.5= 0.75g Sds = 2/3xSms=213x1.5 = 1.Og Shc = 213xSm1 = 213 x 0.75.= 0.50g From Table 1616.3(1) and 1615.3(2),*Seismic Design Category D V= (1.2xSdsxM / R W = Dead Load R= Response Modification Factor R.= 6.5 for light frame walls with wood shear walls V= 1.2 x 1.0 x W/ 6.5 V= 0.1846 x W w v 7111 ov1 � L ICI - ) I J—f--I— 10 _TZ All PO .,_ ; r I--• -�• •I---7- i 4--I-1--�--.i_. I.__�_ I.�'�+�ylir�-I ` � �-J-�}�i�,.—�� � I T- 1 ._..;—do av --! •• - _. ' ._._I ... i .`+!'�I�Y ter`+. r7 +�fr, u/ ��'lj�Il r� �� � .r \i1I��A ..' •• � ' . j' � ' II'•{ i may',yyl�_.y_-/� , E 1�' �' /•�-- 1 I , OL 0 0_ .. . m P 21 ]5 roe -1 .ept-�Tn)2- F. 2 2 ' MDT Engineerin ✓ z/�S/ Consulting S4uctural Engineers 5513 S.300th Place Aubum, WA 90001 (253)946-M10 SW TRIG.AREA TOTAL' LENGTH OF WALL SHEAR PER S1EV # SHEAR FOOT TYPE 2 ID, t CZ2.3 `J��( 5,S't5 S = 14 2 C.jr-- 3 lO:t`l `i�-52 22 � 1 `J(o`� -7,5`-��•`� :.- 109 Yl� -. IA 8.125 `Ftt�4 22,3+ 321,,r `>r892 5.33'f IO,b7t5 33'- ' 5 I 14.s `+i2`= 26 PLF b,o 9 30� 2z,3 G lee /2' 3 Z 3 4+16 6,7A ,s'+ 2,-?s' ,9z" '24"} Pcr— Z `� lG 4+►r9 -/3�22,3f1 `f 5# 3' ', �E,�s'-r ,-�s - /� � 18C� PC_f' 2 Ib 8•I2s+�o.o� 4+1+�f 223+56b� `� �5'tiZ` = Z� ¢ Z i f2t�46 U'=104 f 5 63 pia .. t22 i gyp. 8 24ff3 t SD s !b 32 4�_ . . Boo. ,00 e IIIo Z)�ZPUr _f . P: -24 . . . - 2 _._ .... Tip f-Cz•51 , � . . a .. . _ ._ ....... •.5cv o .Sty� z go • � . �r� I od � - .... . . >' :aMDT.Eng)neerin ; 5rla:Ave. ...j P. 25 j :FAljrn,',1/1/A.98001 / -''C�b -A �/ago �'120�/ 1 p� I r�'NX � �' �� •�C� yq )2- 4�okt-7-, P: 26 - FOOTING SCHEDULE I MARK SIZE DEPTH REINFORCING Ad1A1�1 • --� 18 11-6"X 1"-6" 8" 244 EA. WAY 3 24 2'-0"X 2'-0" 10" 344 EA. WAY G�d 30 2'-6" X 2'-6" 10" 345 EA. WAY q 3� 36 T-0"X 3'-0" 10" 345 EA. WAY }3.�O 42 T-6" X 31-6" 12" 345 EA. WAY "7 5 48 4'-0"X 4'-0" 12" 445 EA WAY 2- (�QO 54 4'-6" X 4'--6" 1 12" 445 EA WAYp3`j'5 NOTE: FOOTING DESIGN IS BASED ON 2500 PSI CONCRETE AND AN ALLOWABLE SOIL BEARING PRESSURE OF 150.0 PSF. 7%1/2011 Debbera Coker- Notes added to B Hudson case, BLD 2006-00268. Page 1 From: Debbera Coker To: Adkins, Barbara Date: 7/1/2011 12:20 PM Subject: Notes added to B Hudson case, BLD 2006-00268. Hi Barb.... Below is the note I added to the Brad Hudson BLD case as result of our meeting yesterday. Feel free to modify or offer recommendations or changes. B Adkins and D Coker met with Mr. Hudson in Ms. Adkin's office on 6.30.2011. Mr Hudson described the problems he had encountered while constructing his home and briefly discussed the legal case between the builder and him. He also let us know that he had accumulated considerable expense in trying to correct construction changes and errors, including re-framing the prow and adding a concrete wall to the stepped foundation wall. Mr. Hudson was given a claim form to use if he decides to file a claim against Mason County. He also demanded that Ms. Adkins tell him of other resources to contact to help him with attorney and contractor concerns. He was told that Labor& Industries would address contractor concerns and he told us that he had already tried that resource. Ms. Adkins let him know that if she or anyone in Community Development becomes aware of a resource that they would let him know. The building plans and documents attached to the plans have been removed from our system as is customary 6 mo. after the final occupancy inspection is granted. Apparently Mr. H has a set of plans but he did not have them during the meeting. do/7.1.2011 Debbera Coker Mason County Building Department Building Inspector IV/Code Enforcement Phone: (360)427-9670 ext 510 FAX: (360) 427-7798 e-Mail: DLC@co.mason.wa.us PO Box 186 426 West Cedar Street Shelton, WA 98584 jIII I ! II I i II � M1 f _ 4 ! j - Request To Revise An Approved Plan Permit Number: BLD200-L- Name 6t-4, A N Parcel Number jZ -"7�- 0 Phone Number d2Vtinle Project Address Mailing Address Please provide a Mte,de 'led d ription of the proposed revisions to the approved plans: Are two sets of the revised plans or addendum indicating the changes included? ❑ No J l Are the approved site plans included? �� ❑ No Are the revisions clearly and accurately identified on the plans or addendum? ides ❑ yo Does the plan contain an engineer's or architect's lateral or vertical analysis? ❑ Yes NO o If Yes,Has the engineer or architect approved thus revision? ❑ Yes � Is a stamped and signed approval included with this request? ❑ Yes e No 3 W6te:No structural chances to a" =Med"plan will be anoroved without te written consent of the mginm- and/or 'oct of record.) Does the proposed revision modify the footprint or location of the structure? e�'Y s ❑ No 01 If Yes, Is a revised site plan,.with all new setback dimensions included withuest? " Yes ❑ No Additional Information: cb �� Applicant's signature - Date: Office use or,ty � Racerred b5r Date sent Assigned 8 VB. Original Valuation: $ Additional Valuation: $ Sq.Ft x$ $ Sq.Ft x S $ Total New Valuation $ P W Additional Fees: Additional Planning Dept. $ Additional Plan Review S New Setbacks: Front / Rear / Additional Building Permit $ Sidel. / Side2 / Additional Plumbing $ Additional Conditions/Comments: Additional Mechanical $ Additional E.H.Dept $ Other $ Total Amount Due: S Amount To Be Paid Up-Front$ Td FAv%W Sm YlV= APPROVED ( MASON COUNTY DCD PLANNING SITE PLAN REQUIRED TO BE ON SITE CT TO APPR Y By au i Lb ; d I fl � v -- ECEI ED 0 4 W..Ca` REC WED p�A 8 2006 ,7/1 26 W. EDAR ST: � zo Como I �°� sy / W f CD Cams Wpcc�� 4 Q U - .Q h 1 ISO W <"P£ 12. � INDObE� Qp- G� L�IJ Fi 4 35q, �G�/J nor -b J o6�s Cam. FORM MUST BE COMPLETED IN INK MASON COUNTY PERMIT NO. it, PLEASE PRESS HARD BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 -� Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION OwnergRQ(A hie 1/.SS& ti 4ShAl Company Name !36#+L ;iil Q----,5< Mailing Address -//,7- SkeR-t 4Aw U. Mailing Address 44305 Srs r city 31 e State W k Zip Code T 9 51 City 01 State WO Zip Code g65o2- Phone 3�h -7!q-/U Other h. Phone's ,V Other Ph. Sic zoo--�637 Lien/Title Holder W e 5t Se v Contractor Reg. # SEAk(-c-)t z>SUM Exp. 3 c� E mail address 14 V 4 Roc L n t k C o w E Mail Address Drivers Lic.# d DOB /1-�6-90 Drivers Lic.# o" DOB t ICAy SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic_ 'C Existinq_Septic Connect to Water System Name of Water System S'vY- Well Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. / ;>---7, / 9 770 0 O 4y VO Fire District Legal Description sub &­roX/-i( —oo f Site Address(Please include street name, street number and city) Directions to site w u5ki V z Z IVIletk gA AA7 e 1'f-�,e-C f- t4e& LP Dti"7°CAc s c-4j 4, 4,p e ,ea o Will timber be cut and sold in parcel prepara ion?Yes QcQ�f c ti c�t.•u��aN� �qkF o Is property within 200'of Saltwater ,V0 Lake d River/Creek-�/�—Pond �Q Wetland_ �fl Seasonal Runoff �tZJ Stream Slopes or Bluffs 15% Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE 4 SEASONAL ❑ Use of Buildin escribe Work No. of Bedrooms No. of Batbroo ms.�_Square Footage- 1st Floor 2nd Floor 3rd Floor_AC�Basement/0 77 Deck,A10 Covered Deck , Other Sq. ft. Garage di D Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make �r4zA Model Year Length Width Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price $ Replacement Unit? Yes/ No Installer Name Certification No. OWNER!BUILDER Acknowledges 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,owners legal representative,or the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OFA PROGUSS INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X Date. —� 7— caner/9<ners Representativ Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date i� a (P DEPARTMENTAL REVIEW APPROVED DENIED NOTES Buildinq Department S Planninq Department Environmental Health Department G7 Fire Marshal FEES Building Permit Fee Site Ins ection Plan Review Fee EH Review Fee Plumbing & Base Fee Plannin Review Fee Mechanical& Base fee Other 144 Wood /Gas/ Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES MASON COUNTY PERMIT NO. BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACT OMA ION Owner ''I< i /''. r r -; Compan Mailing Address Mai dre City j` State C Zip Code Citp Sta ip Code Phone r i ! -zL Other Ph. Frio Other Ph. Lien/Title Holder--! ' for Re Exp. E mail address �i ,1 �= I y E M it e Drivers Lic.# [ A�. DOB :' <� D s Lic. # DOB SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic k Existing Septic Connect to Water System Name of Water System Well_ Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. '` 7 'o t 'G' t, Fire District Legal Description I L- "Site Address(Please include street name, street number and city) << Directions to site !'w `7 Will timber be cut and sold in parcel preparation?Yes Yffo f _Is property within 200'of Saltwater • Lake t= River/Creek " Pond Wetland L/' Seasonal Runoff Stream Slopes or Bluff—s 5 15% tl': Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE & SEASONAL ❑ Use of Building i. ' Describe Work No. of Bedrooms No. of Ba rooms / Square Footage- 1 st Floor Li : " 2nd Floor `"' 3rd Floor ,U. Basement Deck Covered Deck Other Sq. ft. Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model Year Length Width Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price$ Replacement Unit? Yes/No Installer Name Certification No. OWNER/BUILDER Acknowledges 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, owners legal representative,or the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. This permit/application becomes null& void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OFAPROGRF,SS INSPECTION.INACTIVITYOF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THEAPPLICATION. X _ .. Date Owner/Owners Representative/Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: 1 )/ Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department ' Planning Department Environmental Health Department Fire Marshal FEES Building Permit Fee Site Inspection Plan Review Fee EH Review Fee a� Plumbing & Base Fee Planninq Review Fee Mechanical & Base fee Other Wood/Gas/ Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal \ Valuation $ TOTAL FEES MASON COUNTY PERMIT NO. BUILDING PERMIT APPLICATION \ 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 3 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner gR A� M e 11 SS,4 L/d5 a IV CompanyName i � s Mailing Address 1 Sh A/ Rd. Mailing Address 4309 S _,A*,6o Ss F K City-A bu.v,iuv State W_Zip Code IA 3 10 City Q 1 I State W 0 Zip Code 96502- Phone j6-U SLq!-/U'-Other Ph. Phoned 1' �(o{ - �(>oZ Other Ph.�t-o zoo Lien/Title Holder WoSf s° W Contractor Reg. # BEALA L-1-X o5i2M E-xp. 3 - of E mail addresses v 6 1Zoc k 2 1 A }✓G k o C•o KA E Mail Address Drivers Lic.# c/ DOB /1-2 6-80 Drivers Lic.# P,F_ AU( 0I'l I u c" DOB t► 5 ti SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic—7� Existing Septic- Connect to Water System Name of Water System -sU IJ If t J Well Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. 19 77000O Fire District Legal Description A o u` viro.v -Gv J, Site Address (Please include street name, street number and city) 34lJ 906wV-k o �C;;�c v Directions to site Z S 'TAW us A, L,"" a Z e=k A a 9 Lwp e- w r eA,l _Yr�A+ is Qa toK Will timber be cut and sold in parcel preparation?Yes o Q+y 4 f Is*property within 200' of Saltwater AIC _Lake AZ River/ Creek�L:—Pond NO ��gPs c-{ Wetland �O Seasonal Runoff m�L6. Strea Slopes or Bluffs 15 0 ct�0 Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New__Add Alt Repair Other PRIMARY RESIDENCE g SEASONAL.❑ Use of Building h one Describe Work No. of Bedrooms_ —No. of Ba rooms__L__5quare Footage- 1st Floo 2nd Floor 4/07 3rd Floor ti-() Basement/O 71 Deck Covered Deck X)d Other Sq. ft. Garage__(L.U_ Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make 4z'A Model Year Length Width Serial No. No. of Bedrooms No. cQ throoms Type of Heat Purchase Price $ Replacement Unit? Yes/Nd Installer Name Certification No. OWNER/BUILDER Acknowledges 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,owners legal representative,or the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection.This permit/application becomes null & void if wor or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days.PROOF OF CQNTINLIATION OF WORK IS BY MEANS OFAP SINSPECTION.INACTIVITYOFTHISPERMITAPPLICATIONOF180DAYSWILLIN LIDATETHEAPPLICATION. X Date: / - 7- 0� caner/ ners Representative✓Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES e- Building Department U 0 T-L3L- Planning Department _ Environmental Health Department 5 Fire Marshal FEES Building Permit Fee 2 Site Inspection Plan Review Fee EH Review Fee Plumbing & Base Fee O 2 Plannin Review Fee Mechanical & Base fee g8. Other Wood/Gas/ Pellet Stove Fee State Fee Violation Fee /�!O CiUfti Pre-Paid at Submittal Valuation $ 2 8(0 . TOTAL FEES MASON COUNTY PERMIT NO. BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 C> G Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTQR _ RMA S A cl Company of riie l ON , Owner R j11� (I s� ,a �� u: ��;,, Mailing Address q/3 !!;7 4 ' J A &/ R ! . Mailing Addresg L t3°5 City k Ft ni'rIu y State W Zip Code Q, City_ i k4?c, State. '`'Lip Code `16S07- Phone�� o y 76 -yS��Other Ph. Phone., ->4(542, Other Ph. 31- 210- 743q Lien/Title Holder wO 0 `0 Jti� c— Con &tor Re r Au `L 4 o 50 M Exp. E mail address AIu d R cc k v 1 �4 Yoh aL E Mail A s Drivers Lic.# rl s DOB /l- 6-80 Drivee 5 Lic.# U, S3 DOB SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic_,— Existinlpeptic Connect to Water System Name of Water System -s'-v ,U s r Well Sewer System Name of Sewer System i PARCEL INFORMATION - 12 Digit Parcel No. l -74 Fire District k S Legal Description19ac k T-C 4 11 Site Address(Please include street name, street number and city) Sc✓ ''al 616t*?'4' f _ Sw 4 va {- t -� ��c u Directions to site 1$ 'T G w yS v ? ,2 Alf elik Lei �,q F / 'lVVM r ,/ t-,a l- Will timber be cut and sold in parcel preparation?Yes 0: Is property within 200' of Saltwater A/0—Lake River/Creek c Pond A/2 F3 Wetland ,V_L Seasonal Runoff ,4 Stream _Slopes or Bluffs 15% -Aa Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New X' Add Alt Repair Other PRIMARY RESIDENCE X SEASONAL ❑ Use of Building J� r ►" - Describe Work No. of Bedrooms. —7 No. of Ba corns / Square Footage- 1 st Floor 13V2nd Floor 7 3rd Floor,v (, Basement/1 7 Deck &b Covered Deck Aid Other Sq. ft. Garage ti+, Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make _ZiXA Model Year Length Width Serial No. No, of Bedrooms No. of i3 throoms Type of Heat Purchase Price$ Replacement Unit? Yes/No Installer Name Certification No. OWNER/BUILDER Acknowledges 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,owners legal representative,or the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained Permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection.This permit/application becomes null &void if work,or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CQNTINUATION OF WORK IS BY MEANS OFAPROGEj&SS INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THEAPPLICATION. l X __ Date / - 7- wner/Owners Representative!Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date 1:) Za DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Planning Department o Environmental Health Department -� ` (. ~ '�7 7 _T Fire Marshal FEES Building Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbing & Base Fee Planning Review Fee Mechanical & Base fee Other Wood/Gas/Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT WSEC/VIAQ Compliance Application Owner: v�s 6 Telephone:3 f6 o q74)g ZZ Parcel#: _ Sa Type of project ( )New Residence ( )Addition ( ) Remodel Total Sq. Ft. 1 Floor: 2" floor: Heated Basement: of heated area:: ' ) / 5 `f /o 7 I C 7`f eating System Type: • O Electric wall heater O Electric Central Furnace O LPG Furnace *Heat Pump with electric furnace O Heat pump with gas furnace O Boiler, specify fuel type: O Other: SDecify Glazing & Prescriptive Option see reverse side circle one: I I I IV Percentage: Compliance Method O Component Performance , Chapter 5— Calculation worksheets required Check one:: % O Systems analysis, Chapter 4 O Whole House Ventilation system O Whole House Ventilation using a Heat Ventilation using exhaust fans&window or wall fresh air Recovery Ventilation System (VrAQ 303.4.4) System vents (YIAQ 303.4.1) Check one O Whole House Ventilation Integrated O Whole House Ventilation using an inline with a Forced Air System (vIAQ 303.4.2) supply fan. VIA Q 303.4.3) Window & Door Schedule (If needed, attach an additional sheet) Total Manufacturer Room/location U-Factor Size Quantity Square Feet Windows: L,�L 3 Windows: Total Sq. ft. Doors: Doors: Total Sq. Ft Total window and door area Total window &door area (divided by)total sq.ft of heated area = %of glazing &IIZC�, / l��S; of 5i-t6? Z- C �/ FORM MUST BE COMPLETED IN INK PERMIT NO. �CYXQ"Q�'UP 92 PLEASE PRESS HARD MASON COUNTY PLUMBING/MECHANICAL PERMIT APPLICATION 426 W.Cedar-P.O. Box 186, Shelton,WA 98584 Shelton (360) 427-9670•Belfair(360) 275-4467- Elma(360) 482-5269 n the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner d VJS Company Name L' t'• Mailing Addresq a Mailing Address `jj o'� S,F- s, City tat e 4J A Zip Code 3 City I) State L-1' Zip Code c7lF aZ Phone.3� `f7Q 2L Other h Phone BL(o �`����- Other Ph. 0- � Lien/Title Holder Est �v Contractor Reg.4 Cgf N L��Q��xp. E mail address v o r­LO 0 C- E Mail Address Drivers Lic.# v d 5'o DOB 11- V-6--8 Drivers Lic.# 13EAk&-0j 3,owe DOB I f SEPTIC INFORMATION - Connect to New Septic>! Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION- 12 Digit Parcel No. 11 ff )2000 0 Fire District Legal Description -T-r r-+'- T-L # '3l ,,r I &nc 1./- 11 55' -pelt l{C_ ;"" z3 -9A Site Address (Pleasq include street name, stre t number and city) o s Lr Directions to site in L> u Iir rd. , Ic</- lcF o-yL c i-...ehua. ; L h Is property within 200'of Sat ter Lake River/Creek Pond Wetland Seasonal Runoff—Stream—Slopes or Bluffs > 15% TYPE OF JOB - New'�aAdcl Alt Repair Other Use of Building Location of Fixtures/Units- 1 st Floor. 2nd Floor Basement Garage Closet PLUMBING FIXTURES(Show Number of each) MECHANICAL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric,-,V LPCi Natural Gad_ Heat Pump_ Toilets 3 Type of Unit No.of Units Fees Bathroom Sink 3 Furnace �— Bath Tubs y Heatpumps t Showers I Spot Vent Fan t Water Heater I Propane Tank Clothes Washer I �tlets Kithen Sinks I ood/ as/Pellet Stove Dishwasher I— n Exhaust Hood _ 1 Hosebibs 2 Dryer Vent 1 Other Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OVVNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknow{eclgement of such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holier or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. X �+ k� /� vS o.✓ Date: /_24 •-- 0 Owner wners Represents Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Planning Pd Ck# Date Bld Pd Receipt No. DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Occ Group-Type Constr. Planning Department Environmental Health Department FEES Plumbing & Base Fee Site Inspection Mechanical & Base fee UFC Plan Review Fee Wood/Gas/Pellet Stove Fee Other Violation Fee TOTAL FEES y; MASON COUNTY PERMIT NO. PLUMBING/MECHANICAL PERMIT APPLICATION 426 W.Cedar• P.O. Box 186, Shelton,WA 98584 Shelton (360)427-9670•Belfair(360)275-4467• Elma (360) 482-5269 I n the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner '��, i bt - '� ,t 1�; ✓A Company Name [IL Mailing Addres Mailing Address,r3 v 5 <'h City `� �`" -r = 1 tate tJ A Zip Code � ` %/'� Cit tate Zip Code ��- Phone 76u ti7�T "" Other Ph. Phone L� - `1�4z Other Ph. 2 10— 6347 Lien/Title Holder 5'1 7x N i Contactor Reg:# �'y,.; �'' ���Z xp. 3 1" E mail address q v J /z vck; C ( (L Vfi < Y r�= E Mail Address i Drivers Lic.#H v s c wx R 1 cu& C DOB f- 14 - 9, D Drivers Lice# a a P j DOB f 6 SEPTIC INFORMATION - Connect to New Septic_ Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION- 12 Digit Parcel No. 172 I U o 1.0 o Fire District S Legal Description Tr "— T - (- I I-) , ( l ,cc I6H rl' - bviI rr._ 07Ay s3 -4'6 Site Address (Pleas include street name, street number and city) o f [ t- Directions to site 4-- a -CE -2-e l- GY1 -a , , / N r L L H S✓- I .I Is property within 200'of Sa tw ter Lake River/Creek Pond Wetland Seasonal Runoff—Stream—Slopes or Bluffs > 15% TYPE OF JOB - New\&oAdd Alt Repair Other Use of Building Location of Fixtures/Units - 1st Floor 2nd Floor Basement Garage Closet PLUMBING FIXTURES (Show Number of each) MEC ANI AL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric-,)!g LPC— Natural Gas_ Heat Pump_ Toilets Type of Unit No,of Units Fees Bathroom Sink Furnace Bath Tubs Aeatpumps 1 Showers = Spot Vent Fan _ Water Heater 1 Propane Tank Clothes Washer I ets Kithen Sinks —I rood/Gas/pelletStoveDishwasher _—I Exhaust Hood 1 Hosebibs 2 Dryer Vent Other Other.. Base Fee Base Fee TOTAL PLUMBING r TOTAL MECHANICAL OWNER/BULDER Acknowledges 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,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. X - ,* - 4 w Ai 41 ,t,S a 1,/ Date: Owner wners Representalve(Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Planning Pd Ck# Date Bld Pd Receipt No. DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Occ Group—Type Constr.- Planning Constr.— Planning Department 3 od Environmental Health Department FEES PlumbinR& Base Fee Site Ins ection Mechanical& Base fee UFC Plan Review Fee Wood/Gas/Pellet Stove Fee Other Violation Fee TOTAL FEES MASON COUNTY PERMIT NO. PLUMBING/MECHANICAL PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (360)427-867t% Belfair(360) 275-4467• Elma (360) 482-5269 n t e we www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner if r f� ;, ^ Company Name Mailing Address Mailing Address City I'f ` tate �� Zip Code City Mate Zip Code Phone Other Ph Phone Other Ph. Lien/Title Holder z" Contractor Reg.# Ex p. E mail address <t "' E Mail Address Drivers Lic.# DOB I - ` ' Drivers Lic.# DOB SEPTIC INFORMATION - Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION- 12 Digit Parcel No. Fire District Legal Description Site Address (Please include street name, street number and city) Directions to site Is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff—Stream—Slopes or Bluffs > 15% TYPE OF JOB - New Add Alt Repair Other Use of Building Location of Fixtures/Units - 1 st Floor 2nd Floor Basement Garage Closet PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric LPC-_ Natural Gas_. Heat Pump_ Toilets Type of Unit No. of Units Fees Bathroom Sink Furnace Bath Tubs Heatpumps Showers Spot Vent Fan Water Heater Propane Tank Clothes Washer Gas Outlets Kithen Sinks Wood/Gas/PelletStove Dishwasher Kitchen Exhaust Hood Hosebibs Dryer Vent Other Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER/BULDER Acknowledges 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,owners legal representative,or the contractor.I further declare that I am entitled to receNe this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. X Date: Owner/Owners Representative/Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Planning Pd Ck# Date Bld Pd Receipt No. DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Occ Group-Type Constr.- Planning Constr.- Planning Department Environmental Health Department FEES Plumbing & Base Fee Site Inspection Mechanical& Base fee UFC Plan Review Fee Wood/Gas/Pellet Stove Fee Other Violation Fee TOTAL FEES MASON COUNTY PERMIT NO. PLUMBING/MECHANICAL PERMIT APPLICATION 426 W.Cedar•P.O.Box 186, Shelton,WA 98584 Shelton (360)427-2670•Belfair (360)275-4467• Elma (360) 482 5269 n the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTP, ORMA�yION Owner d tl 5 o Comp aln e- L ' L- Mailin Addres of e Mailirrg�Cddr ss `� r Ka City P �e^J .State 4J A Zip Code `� 310 City tate' Zip Code f°L Phone3o `r76i "� ?Z Other Ph Ph { - Other Ph. 0' Lien/Title Holder r f �v v�( nt Cdntr ctor R E mail address Oc i r C Dvk E Mail iessh �� tt Dffver§.Lic.#h yAso DOB ' �-8 Dr' rs:;U # I3L�wti�1��3,oc�� DOB 1I SEPTIC INFORMATION - Connect to New Septic� Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. I f O 6 0 (e O Fire District Legal Description 'rr""'- S- L �� a� ! �•« ��� r° ��S�r" r70-y z3 -tic Site Address Pleasg-include street name, street number qAd cit 7 0 .< ir r Directions to site Is property within 200'of Sa tw ter Lake River/Creek Pond Wetland Seasonal Runoff—Stream—Slopes or Bluffs > 15% TYPE OF JOB - New'�OAdd Alt Repair Other Use of Building Location of Fixtures/Units- 1 st Floor 2nd Floor Baseme t Garage Closet PLUMBING FIXTURES(Show Nu per of each) ME I At-UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric.,�Q LPG_ Natural Gas_ Heat Pump_ Toilets ,.,Type of Unit No. of Units Fees Bathroom Sink Furnace Bath Tubs eatpumps 1 �K o -� Showers �_ Spot Vent Fan � Water Heater I ; ; , —� 'ropane Tank Clothes Washer I tlets Kithen Sinks as/PelletStove Dishwasher VenExhaust Hood I Hosebibs Dryer Vent t Other I)T t ;;4 Other Base Fee Base Fee TOTAL PLUMBINGTOTAL MECHANICAL OWNER/BUILDER Admowledges 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,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF CONTINq4kTION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. A ' k- M&' v5°'✓ Date: /^Z�'_` p L X Owner wners Representa Contractor (indicate which one) �f f FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Planning Pd Ck# Date Bid Pd Receipt No. `-- DEPARTMENTAL REVIEW APPROV DENIED NOTES Building Department Occ Group-Type Constr. !� Plannin Department Environmental Health Department i FEES Plumbing & Base Fee Site Inspection Mechanical& Base fee UFC Plan Review Fee Wood/Gas/Pellet Stove Fee Other Violation Fee TOTAL FEES Look Up a Contractor, Electrician or Plumber,License Detail Pagel of 3 Topic Index I Contact Info Laborand Industries Search J .., �. a.. _.. .__T _..... Horne Saf�tyCiairns I}insurance Waricplace Rights Trades 8 Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber Printer Friendly Version GeneraVSpecialty Contractor A business registered as a construction contractor with LEtl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. f License Information License BEAULC'052DH Licensee Name BEAULIEU CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 601611560 Verify Workers Comp Premium status Ind. Ins. Account Id Business Type INDIVIDUAL Address 1 4309 STEAMBOAT ISLAND RD NW Address 2 City OLYMPIA County THURSTON State WA Zip 98502 Phone 3607054071 Status SUSPENDED Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/8/1995 Expiration Date 7/22/2007 Suspend Date 4/3/2006 Separation Date Parent Company Previous License Next License Associated License I https://fortress.wa.gov/lnilbbip/Detail.aspx?License=BEAULC*052DH 4/6/2006 ____ —______ Page 1 Mark Core-_Re: building permit questions From: Mark Core To: Brad and Melissa Hudson Date: 5/3/2010 11:37 AM Subject: Re: building permit questions Attachments: Mark Core.vcf Brad&Melissa Hudson Please look below each of your listed questions for the answers I provided. I do not believe that my personal background is relevant therefore please understand when I choose not answer any questions that directly relate to me personally. Mark Core Permit Center Manager/Building Official Co-Manager, DCD Mason County P.O. Box 186 Shelton,WA.98584 (360)427-9670 Ext.357 The information transmitted is intended only for the person or entity to which it was originally addressed and may contain confidential and/or privileged material Any review, retransmission dissemination or other use of,or taking of any action in reliance upon this information by persons or entities other than the intended recipient is prohibited. If you received this in error,please contact the sender and delete the material from any computer. >>>Brad and Melissa Hudson<hudrock0l cDyahoo.com>4/29/2010 8:39 PM>>> Mr. Mark Core, Thank you for being willing to answer some questions for me. Here are what I have come up with, if you have any further insights to add, I would be greatly appreciated. 1.What is your building background? N/A 2.While working for Lynnwood as a contractor,did you ever bid a contract based solely on sketch plans? N/A 3.Would this be common practice? od of conducting business. Contractors operating in this manner may have Bidding off a sketch plan is not a wise meth difficulties as the iob progresses 4.What are the possible complications of bidding off sketch plans vice approved set of plans? Bidding off a sketch opens up the chance of missing some requires by the jurisdiction,structural engineer,or revisions by the architect This usually ends up in a change order. Keep in mind there is a difference between a bid off sketch drawings and actually building from sketches. 5.As Mason County Building Permit officer is it kind of common practice to modify engineered foundation wall drawings to step downs without another set of engineered foundation drawings? No. 6.Did the"Approved"Mason County set of plans for the Hudson 351 E.Jobes Ct. house have an 8 ft.foundation wall on North,South,and West sides? the counter I could not identify where any step downs were shown. I do recall When you and I reviewed the plans here at that all the engineering was not represented at the time and I have not seen the missing documentation. 7.Whose authorization is required from Mason County to change or alter the plans when they are"Approved"by the county? It would depend on the change It would require a specific question to answer this correctly. 8. Did this person give authorization to Mr. Hudson, Mrs. Hudson,or Pat Beaulieu? If so, how was this authorization given and was it documented? N/A Cannot answer this question as written. Thank you for your time, I appreciate it. Brad Hudson o CONCRETE MECHANICAL MANUFACTURED HOME c CD Footings!Setb / f Gas Date Piping By Ribbons 0 ointerior Date�j1 � ByG. Interior-Date By Date By Z rn Exterior Date By Exterior-Date By 00 INSULATION W Point Load/Isolated Footings Date By BG/BLAB INSULATION Date By Data By FIRE DEPARTMENT 0 Foundation Walls Floors Date By Date By Data By DECKS FRAMING walls Data By Date By Data By PROPANE TANKS PLUMBING Vault Data By Date By OTHER Grotndwork Attic Date By Type- Date BY Date By o.w.v DRYWALL Type_ Int Brace wall Date By ca Date By By -0 oats FINAL INSPECTION 2 water Line Fin Sop*ration C �0 Date By Data By Date By O m 0) Pass or Request Inspect. o Type of Insp. Fail Date Date Done By Comments N co 2 L cn TOSS Ti3 bb xJ rfi i �.s a CD (� rCi P4S6 'Piss " �y u w G 74,St1 St= �M uh t i � � tJ^ r�ei 10 13 0b {u 1 L)O K-- o /�cdt IUor �L�-uc f y wr S 5 DA Si t tU--4'QQ ,?sue SI�Q, V/74e,- -7/4 FA,' L ll 30 01, z V(, ARL sE AT7' 0 /�evtt & Co�N w.ft� Ae, L.� tM a �,� veac.� -, -tom a I so eN fo 1,e- e-e- N a T ovG,',? �%Oo v s. Ft:�Ct►n a-r �►�P-d�fi 5TIM yvjf jrt5/F;Af1tj) Mark Core- Re: building permit questions Page 2 Hopefully this is of assistance. Thank you, Mark Core _ co 2 CdNCRETE MECHANICAL MANUFACTURED HOME Date 3/�a/� er ^�— iaoti !tleEbaolo� 0aaPipin �� Rlbbans +- 1 RiWaf Date By h tirlor-Date By Date By Ohcxlarlor Date By Exterior-Deb INS"MN swim* VVM Load I Isclagd Fandnp6 Oa�oe 9y 5t2� Dde By 861SUB NBUTATION Date By FIRE DEPARTMENT Paundatl tM�lla Floors oft gy -,c1 [sate Q` Qt�0 t B Dike q•5- gy/jj DECKS v") FRAM--NO- Web Data By Q °e r By Data ey PROPANE TANKS RLUMBIN© veu Date By Date By OTHER Drab t 7— l 3 p By Dabs By Type: D.W.v DRYWALL Daft gy Type: 0" J By int Bracy 11Ya11 [late By � v Oete By FINAL INSPECTION r' 9 Water Un Fin 8aparation � DsAa Date By Data )!`p ?7— By m O) Pass or Request Inspect, t Type of Insp. Fall Date Date Done By Comments () a Ro u� � ( l3�°b Iz'13 job 6 ��1�7 1 lzl� �i�-S SSE 7 AI, / _r' & -�J Cteezl� v-C t\ G✓k� > -Z �1.f 71-Zvo 41�0 Vvi ' a,1so o� �-l•,i�- ��d o� d :i:� via K N 'Jec 20 06 10: 28a George Wittler 3000975400 P. 1 } TO: DATE: COMPANY: FROM: FAX#: #OF PAGES OHARD COPY TO FOLLOW RE: REMARKS: If you do not receive all pages in legible form,please call(360)779-6699 PRIVILEGE AND CONFIDENTIALITY: The information contained in thls facslmlle Is privileged and confidential,and is intended for the named recipients only. If you have received this communication in error,please notify us Immedlately by telephone and return the original message to Axon at the address shown below. Thank you. Azon 17791 Fjord Drive N.E.,Suite N-140 Poulsbo,W—A 99370 Voice:360-779-6699 Fax.360-697-5400 i 1Tec 20 OG 10: 28a George Wittler 3000975400 p. 2 Georgo B.Wittler AIA Mason County Department of Community Development Building Inspections 426 W Cedar Street Shelton,WA 98548 December 19,2006 Project: Hudson Residence,Permit#BLD 2006-00268 Subject:Concrete stem wall revision for foundation wall,footings and drainage. Dear,,Building Inspector Attached herewith: Concrete stem wall details are provided for an interior/exterior back filled concrete stem wall condition and attachment to an existing wall.Also,concerning interior footings,anchors and rebar doweling,the use of epoxy material indented for the use of setting these materials is structurally acceptable,minimum anchor depth is 4 inches or per manufactures specifications. Floor stabs and interior footings place over disturbed sub-grade shall be compacted to 95% compaction unless native soil.An alternative is to back-fill with a non-compressive material such sand or pea gravel in lieu of compacted earth. George B Wittier AIA Azon Design International.PLLC 17791 Fjord Drive NE.Suite N 140,Poulsbo, WA 98370 Direct(360)779-6699. Fax(360)697-5400,E-Mail ueorge!nazon.us I I Dec 20 06 10: 28a George Wittler 3GO6975400 p, 3 �5 CK) ' Vz mc�o r rv(,T. e ►x ors ---6 R,o stW��so�v c5p 00 V4 X 2v2 MCNo12S O � Ye vi MCA "f WD H- 4i3 FT &-Of © O ,O Q Vx eo 0 T. d � a o a ►�J vex�-�c�-L ��- a a � � o C� l8`' oc o brAmC- - F PoI P5 P/G P 0l� t�i � 4>� -Pf WL<-- i DaD FtMa, Th WMD MW- I Deb 20 06 10: 28a George Wittler 3GO6975400 p. 4 PAC z�7� �Z, 1�Ncse gol�-•� a c, W4TH(c WOW q,)A-LU DeJA'l N TS FORM MUST BE COMPLETED IN INK MASON COUNTY PERMIT NO. (' moo PLEASE PRESS HARD BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 �--� Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION 1' / CONTRACTOR INFORMATION Owner .2R Q 8 n1 e 1I SS k t t yc 521 Al Company Name C-#+LJ; Mailing Address - 5k#_-f_t 4A,v /-d. Mailing Address 141'-q S�cww.�o Ss IC city He►,%9-+_oN StateW(Zip Code O City p I c.- State WA Zip Code 965o2- Phone.�—h —`4-75 -4$Z'-0ther V h. Phone(3 a�tpk - 1002-- Other Ph, 3yc 240-_7b3q Lien/Title Holder 5*0 v r Contractor Reg. # REAV r-c. )t D5(lbd Exp. 3 c� E mail address 14 V 4 R-oc Lot k o c o ►ti-k E Mail Address Drivers Lic. # Ucl DOB Drivers Lic. # u" DOB t ti SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic— Existing Septic Connect to Water System Name of Water System -5-u kj -5 e T-- Well Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. /;>,.7, f 9 7700O 4, V Fire District Legal Description tc - sub viro,v� -oo r Site Address(Please include street name, street number and city) ;:ir)l E n 00.S Directions to site IS �^'�s�� Z Z X/o� eWM cx w rN u Pia. Le OX17 r.4t s c- P B< R-a o Will timber be cut and sold in parcel prepara ion?Yes o k(? j- oN c�kaf f�cn% I?"e r Is property within 200'of Saltwater ��Lake d River/Creek-�/ —Pond �0 �n8ps c-f Wetland /l/a Seasonal Runoff-it/1) Stream Slopes or Bluffs 15% Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB -_New_ Add Alt Repair Other PRIMARY RESIDENCE e SEASONAL ❑ Use of Building or,P Describe Work No. of Bedrooms-Z-_ No. of Bathroom5 Z _Square Footage- 1st Floo 2nd Floor :z 3rd Floor—Basement/0 Deck,moo _Covered Deck Other Sq. ft. Garage 4Z Q Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make 4,-A __Model Year Length Width. Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price $ Replacement Unit? Yes/ No Installer Name Certification No. OWNER/BUILDER Acknowledges 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, owners legal representative,or the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. This permit/application becomes null &void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OFAP �SSSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X Date caner/ ners Representativ Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date �� (P DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department T 11 Planning Department Environmental Health Department `' -7-5- Fire Marshal FEES Building Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbing & Base Fee Plannin Review Fee 44 Mechanical & Base fee Other Wood /Gas/ Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES MASON COUNTY PERMIT NO. ' t BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 r' ` Shelton (360) 427-9670 - Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTQKWO MA ION Owner t i lr Compan e Mailing Address Mai dre City f i ,7 tate G a Zip Code Cit Sta VZip Code Phone ! =-Other Ph. Pho Other Ph, Lien/Title Holder L✓ " '" 5tor Re Exp. E mail address F' ' F I ti E eDrivers Lic.# >'.. -/ rE, DOBDic # DOB SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic X Existing Septic Connect to Water System Name of Water System r ' E' ! Well_ Sewer System Name of Sewer System - PARCEL INFORMATION - 12 Digit Parcel No. = 7 'o('U' �= ___Fire District Legal Description lr ' - - . —",'I Site Address(Please include street name, street number and city) Directions to site f y� ' ti j '` / Will timber be cut and sold in parcel preparation?Yes/No Is property within 200'of Saltwater ', Lake River 1 Creek Pond Wetland /' Seasonal Runoff Stream Slopes or Bluffs> 15% tl Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New �,' Add Alt Repair Other PRIMARY RESIDENCE N SEASONAL ❑ Use of Building +1 Describe Work _ No. of Bedrooms er No. of Ba room Square Footage- 1 st Floor ` 2nd Floor `�` 3rd Floor Basement`L Deck Covered Deck Other Sq. ft. Garage Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model Year Length Width Serial No. No. of Bedrooms No. of Bathrooms Type of Heat Purchase Price $ Replacement Unit? Yes/No Installer Name Certification No. OWNER/BUILDER Acknowledges 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, owners legal representative,or the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. This permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days PROOF OF CONTINUATION OF WORK IS BY MEANS OFAPROGRESS INSPECTION.INACTIVITYOF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THEAPPLICATION. X Date: Owner/Owners Representative/Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department ' Planninq Department Environmental Health Department )• - Fire Marshal FEES Building Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbing & Base Fee Planning Review Fee Mechanical & Base fee Other Wood /Gas/ Pellet Stove Fee State Fee Violation Fee Pre-Paid at Submittal Valuation $ TOTAL FEES MASON COUNTY PERMIT NO. BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 0 �� Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 3 On the web www.co,mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner BR A cA f11 e 11 SS A ud s a M Company Name - ( U 1-\ S'( Mailing Address V. A ske per dAa/ led. Mailing Address J4 05 6 ns X City 1-P jn*,,4ow State W_Zip Code 13 i /D City O 1 1 c- State W A Zip Code 96501- Phone3 -rl !V-7q-A2.�Other Ph. Phone�3 1' '2(o�- 10o2. Other Ph. 5/✓o 240 Lien/Title Holder Wo5 f�0 � ►x Contractor Reg. # BF_Au `� �t�SrZtd Exp. 3 - 07 E mail address Roc k 2 1 6 Y22 k ocu C C w1 E Mail Address Drivers Lic.# <1 DOB /1-Z 6-80 Drivers Lic.# �, L,0rlI u c". DOB 1 t c, ti SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic— Existing Septic Connect to Water System Name of Water System St/U S 'r ffR4�f s J Well Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. ;k 19 7 70 0 0 42 D Fire District Legal Description a - o u b vi*o,v -G U Site Address (Please include street name, street number and city) d SWre c tk,- Sw a Directions to site Z S 'Taw 41"D w r C°A, I R L F-f o '-Y C.a /s TP74 G w k a Z c Will timber be cut and sold in parcel preparation?Yes o Qry 4 f o�, c q,.�LG ,. e 11�-f o Is'propertywithin 200' of Saltwater AIC _Lake River/Creek Pond A/C 7ugos c-f- Wetland -VD Seasonal Runoff AZ) Stream Slopes or Bluffs 157X Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New_k' Add Alt Repair Other PRIMARY RESIDENCE K SEASONAL ❑ Use of Buildings * Describe Work No. of Bedrooms '-'No. of Ba rooms _5quare Footage- 1 st Floor 2nd Floor 3rd Floor Az-b Basements Deck A/ Covered Deck d Other Sq. ft. Garage___{LL_ Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make 4ZA Model a Year Length Width Serial No. No. of Bedrooms No. 0Q6 throoms Type of Heat Purchase Price $ Replacement Unit? Yes/No Installer Name Certification No. OWNER/BUILDER Acknowledges 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, owners legal representative,or the contractor, I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. This permit/application becomes null& void if wor or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days.PROOF OF CQNTINUATION OF WORK IS BY MEANSOFAP_ S INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INvALIDATE LIDATETHEAPPLICATION. X Date: - 7- 0 ­70—wner/ ners Representative I Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department ? l Planning Department Environmental Health Department S �7 S Fire Marshal FEES Building Permit Fee 2 3 Site Ins ection Plan Review Fee EH Review Fee Plumbinq & Base Fee p'z . 00 Planninq Review Fee Mechanical & Base fee 99. l.0 Other Wood /Gas/ Pellet Stove Fee I State Fee ` Violation Fee "o CNr Pre-Paid at Submittal Valuation $ 2 S(o • TOTAL FEES MASON COUNTY PERMIT NO. BUILDING PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 0 Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason,wa.us APPLICANT INFORMATION CONTRACTQft _ RMA ON 9R-4 i1i,a 11T5 a Sr;. _ III Owner �{ yr� Company,(�krfie - Mailing Address y/3 :5h«r 1 Ju L/ 91t Mailing''Addres LIB°5 S�<a.•,le ��� Cit L � ►v. �oN State�Zip Code 13' 5 f City'-- OI c- State. 'dip Code `ISSo�- Y ►- - Pho -q'502.O Other Ph. 3t 0 210 ��3q Phone j r? �17G -/`� '-Other Ph. Lien/Title Holder L%/i s-/ ``' /J fA r a Con�ktor Re Y Ru �N`- L)S Exp. 3 01 E mail address �/`� c k 11d 'fir. k C' r c, K l E Mail Adldros� " Drivers Lic.# 5 DOB /i - 6-8U Driver;Lic.# i M ,'S _ DOB i t ti SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic—.� ExistinguSeptic Connect to Water System Name of Water System -5-1-1 c1 s r t fr+c,f r j j Well Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. / -70 0 O O Fire District S 1 Legal Description ar r 7-6 d ?7 of' tn. c f s�<<lr�,�c �q -cc I f.-a r . �; - C7 Site Address(Please include street name, street number and city) -s6✓ ,_ 1' -'Y'Af C. N`" 37C")4 Va r {` C { Directions to site /R -T 0 w v s A, L`; 7 ' .Cl(e t& k'a A-,g t�- / i,, -c­ - -� y lw. r c Y1''a. 1 R f I7� G ' '1! l s - �t cA- Cn cr' Will timber be cut and sold in parcel preparation?Yes o G Pond f '�-r 1 <<� $ c t Is property within 200'of Saltwater ��Lake�River/Creek C �0 Wetland If Seasonal Runoff �+/. Stream_�J—Slopes or Bluffs 15% ,4& Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE J, SEASONAL ❑ Use of Building h r r% �L Describe Work No. of Bedrooms_ 2 No. of Ba ooms / Square Footage- 15t Floor 2nd Floor - 3rd Floor,v b Basement/C 77 Deck_ b Covered Deck ti G Other Sq. ft. _ Garage i,i ri Attached Detached Carport Attached Detached MANUFACTURED HOME INFORMATION - Make Model Year Length Width Serial No. No. of Bedrooms No. of B throoms Type of Heat Purchase Price $ Replacement Unit? Yes/No Installer Name Certification No. OWNER/BUILDER Acknowledges 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,owners legal representative,or the contractor. I further declare that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CC)NTINUATION OF WORK IS BY MEANS OFAPROGIJLSS INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THEAPPLICATION. X Date / - .? 7- C- caner/Owners Representative/Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date �� -) (r DEPARTMENTAL REVIEW APPROVED DENIED NOTES Buildinq Department )G; T- Planning Department o Environmental Health Department Fire Marshal FEES Buildinq Permit Fee Site Inspection Plan Review Fee EH Review Fee Plumbing & Base Fee Planning Review Fee Mechanical & Base fee Other Wood /Gas/Pellet Stove Fee State Fee I Violation Fee Pre-Paid at Submittal Valuation$ TOTAL FEES FORM MUST BE COMPLETED IN INK PERMIT NO.&U -60 0(a 9 PLEASE PRESS HARD MASON COUNTY PLUMBING/MECHANICAL PERMIT APPLICATION 426 W.Cedar• P.O. Box 186, Shelton,WA 98584 Shelton (360) 427-9670•Belfair(360) 275-4467• Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION r CONTRACTOR INFORMATION Owner d V dS 0,0 Company Name 15 `' 4— o�i cF c Mailin Addres e1 144 A.1 Mailing Addresses City tate 4) A Zip Code 3 City c� State t,�K+ Zip Code cl f�� Phon__ `�7Q�+ 2Z Other h Phone Other Ph. ()- Lien/Title Holder Est 2`0 T Contractor Reg.# I� L-I c Xr°nJtLxp. E mail address o ti o o • Ca•— E Mail Address Drivers Lic.# v d 5o DOB /I- a-6-6 Drivers Lic.# t3EA4 -r'>j-3 DOB f f SEPTIC INFORMATION - Connect to New Septic— Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION- 12 Digit Parcel No. t ZI I fD2 000(QQ Fire District r Legal Description 'TT`— -7- ad I "yS 1'k 4t -601t ('t -qA Site Address (Pleasq include street name, stre t number and city) o s C_r- Directions to site �� v"` `' ( `-4� "' ` , / ' cF an ,v c i—W Au,— rS L{- Is property within 200'of Sat ter Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% TYPE OF JOB - New\<:2Add Alt Repair------Other Use of Building Location of Fixtures/Units - 1 st Floor 2nd Floor Basement Garage Closet PLUMBING FIXTURES(Show Number of each) MECHANICAL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric_,,!5Z LPC Natural Gas_- Heat Pump_ Toilets '3 Type of Unit No. of Units Fees Bathroom Sink 3 Furnace �- Bath Tubs Z Heatpumps 1 Showers I Spot Vent Fan Water Heater I Propane Tank Clothes Washer I tlets Kithen Sinks I 5?nExhaust as/PelletStove= Dishwasher �— Hood 1 Hosebibs Z Dryer Vent 1 Other Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER/BUILDER Acknowledges 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,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. X A AV vS Date: O � Owner wners Representa Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Planning Pd Ck# Date Bid Pd Receipt No. DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Occ Group—Type Constr. Planning Department Environmental Health Department FEES Plumbing & Base Fee Site Inspection Mechanical & Base fee UFC Plan Review Fee Wood/Gas/Pellet Stove Fee Other Violation Fee TOTAL FEES MASON COUNTY PERMIT NO. PLUMBING/MECHANICAL PERMIT APPLICATION 426 W. Cedar• P.O. Box 166, Shelton, WA 98584 Shelton (360) 427-g thew if ww360)275-467* Elma (360) 482-5269 APPLICANT INFORMATION CONTRACTOR INFORMATION Owner o I �# bt t �,' .:r� .;,. Company Name 7� ��i � L N Mailing Address_z/� ">A `�� 1 Mailing Address1't3 City F.w r L 1 tate 6J A Zip Code � � � Cit State t �x Zip Code `�g 541Z- Phone ti�6{ "' Other Ph. Phone - `/�+ Other Ph. 6- 0 7 Lien/Title Holder w s' N �II n, Contractor Reg.# 'y °''L I- Q" j+xp. E mail address fl v It (z Lek L ( �� VI t. r V E Mail Address Drivers Lic.#H v cI Sc►Ax !R',c Ec ry DOB t- '� - U Drivers Lica,# r t 4 Pi -i ,nca7- DOB r e SEPTIC INFORMATION - Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION- 12 Digit Parcel No. 12 2 1 8» a V 0 (o o Fire District S' Legal Description -T"r- c -T - L # -3-) �� 1 ,(4t 16k -bolt rf•. MAY 23 -4A Site Address (Pleasq include street name, street number and city) Directions to site 3 4- U-G--/-C f -5 4- 1 L Y t Is property within 200'of Sa tw ter Lake River/Creek Pond Wetland Seasonal Runoff Stream Slopes or Bluffs > 15% TYPE OF JOB - New\&0Add Alt Repair Other Use of Building Location of Fixtures/Units - 1st Floor 2nd Floor Basement Garage Closet PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric-Y- LPG— Natural Gas_ Heat Pump_ Toilets Type of Unit No.of Units Fees Bathroom Sink Furnace r Bath Tubs a- eatpumps 1 Showers = Spot Vent Fan Water Heater I Propane Tank Clothes Washer I tlets Kithen Sinks roodf 'as/pellet StoveDishwasher ___I— Exhaust Hood 1 Hosebibs Z Dryer Vent 1 Other Othe Base Fee Base Fee TOTAL PLUMBING--, TOTAL MECHANICAL OWNER/BUILDER Acknowledges 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,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF CONTIN MON OF WORK IS BY MEANS OF A PROGRESS INSPECTION. X '* - 4 - Al'- ,vS a,,i Date: " 2- " 0 �. Owner wners Representallve�Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Planning Pd Ck# Date Bid Pd Receipt No. DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Occ Group—Type Constr. Planning Department 3 od Environmental Health Department FEES Plumbino &Base Fee Site Inspection Mechanical & Base fee UFC Plan Review Fee Wood/Gas/Pellet Stove Fee Other Violation Fee TOTAL FEES i MASON COUNTY PERMIT NO. PLUMBING/MECHANICAL PERMIT APPLICATION 426 W. Cedar• P.O. Box 186, Shelton, WA 98584 Shelton (360) 427-9 7t� Belfair(360) 275-4467• Elma (360) 482-5269 On t e web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTOR INFORMATION Owner f'} rf+ r Company Name Mailing Addres. Mailing Address City ( f ` ' State Zip Code City Mate Zip Code Phone-C.''' Other Ph Phone Other Ph. Lien/Title Holder "' ''' Contractor Reg.it Exp. E mail address i t ` �' ` `k y: '` " E Mail Address Drivers Lic.#r `` '� = DOB I - Drivers Lic.# DOB - SEPTIC INFORMATION - Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. Fire District Legal Description Site Address (Please include street name, street number and city) Directions to site is property within 200'of Saltwater Lake River/Creek Pond Wetland Seasonal Runoff-Stream-Slopes or Bluffs > 15% TYPE OF JOB - New Add Alt Repair Other Use of Building Location of Fixtures/Units - 1 st Floor 2nd Floor Basement Garage Closet PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric LPG_ Natural Gas_ Heat Pump_ Toilets Type of Unit No. of Units Fees Bathroom Sink Furnace Bath Tubs Heatpumps Showers Spot Vent Fan Water Heater Propane Tank Clothes Washer Gas Outlets Kithen Sinks "Wood/Gas/PelletStove� Dishwasher Kitchen Exhaust Hood Hosebibs Dryer Vent Other Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL O MER/BUILDER Acknowledges 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,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. Date: Owner I Owners Representative/Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Planning Pd Ck# Date Bid Pd Receipt No. DEPARTMENTAL REVIEW APPROVED DENIED NOTES Building Department Occ Group-Tvpe Constr- Planning Department Environmental Health Department FEES Plumbing & Base Fee Site Inspection Mechanical& Base fee UFC Plan Review Fee Wood/Gas/Pellet Stove Fee Other Violation Fee TOTAL FEES MASON COUNTY PERMIT NO. PLUMBING/MECHANICAL PERMIT APPLICATION 426 W.Cedar•P.O. Box 186, Shelton,WA 98584 Shelton (360)427-9670•Belfair (360) 275-4467 • Elma (360) 482-5269 On the web www.co.mason.wa.us APPLICANT INFORMATION CONTRACTP$ ORM N Owner d ✓� a Comp�nyy e B�fir^L , K_ `_ Mailin Addres �- Mailing Addr s� `' F Ka City P �r "� fate �cl A Zip Code 3/ City tate3— Zip Code 5Y S'aZ, Phone346 `/7q -' 2Z --Other Ph ___ Ph - Other Ph. L)'74 Lien/Title Holder 1s'f 50✓N ( Kl Cdntr ctor E mail address oc '`- - 5' 21— E Mail 1AAdress�� Drrver$Lic.# c�sub+1R DOB �_g Dr rs;Li # l3tEwtiLr>t3 bcs� DOB-1-1 SEPTIC INFORMATION - Connect to New Septic Existing Septic Connect to Sewer System Name of Sewer System PARCEL INFORMATION - 12 Digit Parcel No. 1 2 2 1 $�7 O�U l �o Fire District S Legal Description -f'-r-c— r- L # 17 �,J' Ij; g k �/Pts-. yt -6011 i-f'. -4A Site Address (Plea include street name, street number godd city) ? o -f r C t- Directions to site N'`^' f►, E, Icn. -f ur /< L a-n -7 LO✓ F — 11 1 C f .+ ✓t, I N Is property within 200,of Sa tw ter Lake River/Creek Pond Wetland Seasonal Runoff—Stream—Slopes or Bluffs > 15% TYPE OF JOB- New\_<:?Add Alt Repair Other Use of Building Location of Fixtures/Units - 1 st Floor 2nd Floor Baseme t Garage—Closet PLUMBING FIXTURES (Show Number of each) ME I At"UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric, 'eQ LPCz_ Natural Gas Heat Pump_ Toilets z -Type of Unit No. Fees Bathroom Sink = 'Z Furnace Bath Tubs 3- r-- ! eatpumps 1 Showers o — Spot Vent Fan Water Heater I ; f t _,�� -L�ropane Tank Clothes Washer ( ! `� E ° 'lets Kithen Sinks _L_ iFeln as/PelletStove Dishwasher Exhaust Hood l Hosebibs Dryer Vent 1 Other V'(rl��y Other _- Base Fee Base Fee _ TOTAL PLUMBING TOTAL MECHANICAL OJUNER/BUILDER Acknowledges 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,owners legal representative,or the contractor.I further declare that I am entitled to receive this permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is required from any easement holder or any other party in interest regarding this application or the work proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection. PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. X vSa•✓ Date: Owner wners Representa Contractor (indicate which one) FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Planning Pd Ck# Date Bld Pd Receipt No. -- DEPARTMENTAL REVIEW APPROVP DENIED NOTES Building Department Occ Group_Tvpe Constr. Planning Department Environmental Health Department FEES Plumbing & Base Fee Site Inspection Mechanical & Base fee UFC Plan Review Fee Wood/Gas/Pellet Stove Fee Other Violation Fee TOTAL FEES Look Up a Contractor, Electrician or Plumber License Detail Page ] of 3 Topic Index Contact InfoLabor and Ind ustries �— i3eareb Horne SaMtyClaims I}inwranu Workplace Rights Trades i3 Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber Printer Friendly Version r- GeneraUSpecialty Contractor !A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment €of account and carry general liability insurance. License Information License BEAULC'052DH Licensee Name BEAULIEU CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 601611560 Verify Workers Comp Premium status Ind. Ins. Account Id Business Type INDIVIDUAL Address 1 4309 STEAMBOAT ISLAND RD NW Address 2 City OLYMPIA County THURSTON State WA Zip 98502 Phone 3607054071 Status SUSPENDED Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/8/1995 Expiration Date 7/22/2007 Suspend Date 4/3/2006 Separation Date Parent Company Previous License Next License Associated License https://fortress.wa.gov/lni/bbip/Detail.aspx?License=BEAULC*052DH 4/6/2006 APPROVED ( MASON COUNTY DCD PLANNING SITE PLAN REQUIRED TO BE ON SITE �JaO i SS CKWGES TO APPR V Br d o.u ' PR AP -� afar f tt t1 4t � n Q I _ •o Nd T a~ w 14 ' IO k 'S 0 N - ECEI ED REC IVED n` AN ,NG 8 2006 r L•r 26 W. EDAR ST: zo o f LAN E li �,Q,90 �4cAl;W WO-P-r°lY 'Zo-7-, 4 / CO � c 1100 w / L / L G m a O U � O a�W - U - � 3 � � sc',I h 1$D� SLOP£ IL - 4 rP INDObE� 1r "'33dj +^1 y11 39q , ,6�Av � /Ylcl��sr+ �,�«✓ 7.� rzzig-�� - ova6o Zpl— �U4n� r�r -6 J obis Cow. Mason County Permit Assistance Center \` Planning Intake Checklist Owners Name: Sl� Date: n Project: Reviewed By: (�1 Commercial Development: YES NO ents: Planner: GBM TSC CMM SN PBC Site n: ._ rth ow o perty Dimensions: of X�.} --� ❑ Streets and Driveways Shown.Road name: c> 1 Existing Structures shown with setbacks Location, Septic and Drain-field Shown with setbacks entify all surface wat (str s,ponds, shoreline,wetlands, etc.) T graphy(slopes) `�I �J l 1 Proposed Struc Setbacks(Direction/Setback)- r _ F: /nR: S 1: V V / S2: !/ f til d Drainage Easements: Yes No (if yes enter condition#5022) Oth er Easements �'C� Accessory Appurtenances ❑ County Access Permit Needed(add condition#0010) ❑ State Access Permit Needed(add condition#0020) Standard Conditions to be added to all Building permits that planning reviews:#5019 and#0700 Are there any impediments that may restrict access to your site? (dogs/gates) I Shoreline and Planning Info Setbacks: Shoreline: Slope:-- .�t— S reline Designation: Comprehensive Plan: Rural Zo Iof Applicable ❑ Agricultural , RRRR 2� 20 ❑ Urban ❑ In-holding 0 RNiF ❑ Rural ❑ LTCFL ❑ RC 1 2 3 ❑ Conservancy ❑ RI ❑ Natural ❑ RAC ❑ RNR ❑ Unknown ❑ RCC-Hamlet ❑ RT ❑ Urban Growth Area ❑ MPR ❑ Unknown ❑ Unknown Water Body(type of wate unnamed): �l I �-- SEPA: Yes No nknown Flood Plain: YES own # Aquifer Recharge: YES own Map# Tags/Cases: RLC/SPl Case: 6-Year Dev.Moratorium: SI:i Eagle Nest Tag: YES O . Other YES O \ Addressing: Check box if needed Reviewed by: Revised: 11-01-2005 1:1PLANNINGTACTL.ANNING INTAKE MASON COUNTY RESIDENTIAL PLANS SUBMITTAL CHECKLIST Owner's Name: \`�bC'� T\� ,�1''� Date: Q Reviewed By: Documents •� Bu mg Permit Application Completed Psiarming Intake Checklist Completed, to plan includes:Allowable building area,r verhangs,decks,etc. —1-41'a Apparatus Access Road info required Yes/ o nergy Code Application Form-O Electric heater O Electric central furnace O LPG Furnace 00 Heat pump with electric furnace O Heat pump with LPG furnace O Boiler(heat type ) then:Specify: echanicaUPl g Application-WATER HEATER FUEL TYPE Engineering? Ye (Need 2 sets of calculations)No _ hnical report or assessment? Yes PF0—� Snow load: Seismic Zone(circle on o D2 Construction a _3 COMPLETE SETS Plans Legible Reco Scale �_/Elev * n views �Ossn 11s1`oundation Plan oof Framing Plan _,,,-floor Plan—Use of rooms noted(all floor levels) gaming Plan-all floor levels represented? Loft,crawlspace,etc. Deck Framing Plan,including covered.porch framing Plan Detai . _ framing details,truss lay-out may be needed,truss or stick framed? � �e r� Wall Framing-Does bearing-wall height exceed 10'?(Engineering may be i uirrd) Floor joists: �-x LI ,Floor beams: � -- t 14 indow head d on plans: Typical header: 6on: ting size,, inforcement Concrete Walls- oes ncrete Wall Heig11 Exceed 9'?(E eering may be required),,)( '' gs at all exits? Less than 30"above grade? Y I JmFdo Furnace-Location ofFurnace tove ormation Shown-Fuel Type? L Location(s):Saes Marked on Plans aced wall panels(shear walls)marked on plans or lateral engineering? (Plans may not be approved if not provided.) COMMENTS: ENGINEERING REQUIRED: Braced wall panels/braced wall lines are not marked on plans(R602.10) Amount and location of bracing does not meet minimum required in Table R602.10.1 IRREGULAR BUILDINGS(Irregular Shape)R301.2.2.2.2 Irregular portions of structures shall be designed in accordance with accepted engineering practice. A portion of a building shall be considered to be irregular when one or more of the following conditions occur: 1)Exterior braced wall line or BWP cantilevered or offset by more than 4' 2)Roof or floor is not laterally supported on all edges _ 2A)Portion of roof or floor extend more than 6 ft.beyond the braced wall line. 3)End of BWP extends more than 1 ft.over an opening more than 8 ft in width below. 4)Opening in a floor or roof exceed the lesser of 12 ft.or 50%of the least floor or roof dimension. 5)Portions of floor level are offset vertically 6)Shear wall lines do not occur in two perpendicular directions. 7)When a story above grade is includes masonry or concrete construction(exc: fireplaces,chimneys,and veneer). i When this applies the entire story shall be designed.In accordance with accepted engineering practice. DESIGN CRITERIA:Wind 85 mph exp B(unless proven otherwise), Seismic Zone: Snow: psf 2003 1RC Plans submittal checklist simplified/WORD I 11.1J ras aou aaa 4014 WINDERMERE REAL ESTATE a002/003 ` MASON COUNTY DEPARTMENT OF HEALTH SERVICES EnvHownentef Heart► — 's Reasons/l fealt!) PO BOX 1366 SHELTON,WA 98t M LOCAL(3W)427-W70 BELFAIR(M)275-41b7 FAX(360)427-TM Application for Determination of Adequacy Instnictions 1. Connpiete Part 1. No determination can be made untH Part 1 is My gMp R=, 2. Complete only the portion d Part 2 appt#V to the"of water system utified. 3 Submk 0MV101851 Wkfldw,wtth ettwhff sate to the health departrnent for review. PART 1: ApplicantfParcel kJon ffication Name ofAppkmnt BR f ReUS� Hut?Sor� Date l 1 II , 15b Mailing Address cii2 S"e4.-6^0 R0 axe,,,WLTxj Telephone 36c 41cj w^ gbro Assessors Parcel Number 12 Z I$'l-)coot po TYPO of NYater One): Reason for Appficaffon Check On*): PubKG+Cornmunity Water Sysinm(2 or am* Bukft Penn "Wracourwr o Land use applicatiai, if w.. Individual water source(amcommwo), p Division of land: if so.. Wen of Parceis7 SPH - SixiVsurfacc water o Other(e*lain) fl Boundary fine adlushnent "It you haw more then one rssidaece p OMW(OPW connected to this yak chuck the Pubft box. PART 2: Water System Information Complete the section appropriate fox the type of water system being evaluated: Pub* Wailer Sysgwry erne . water Fro ehfor t party) l)Number. �r Al rl , The water purveyor has 111ed a le ter granting blardcet hEbe to is system. I ern the managrar of sY The waherTsysbeen There are connections it use. fftitiss we con r d e waMr aystern or sny sel by ) excsedinp the tin s of Signature of Water System Manager _ data uvINC:Dwmnbw ear O1/11/2006 11:14 FAX 360 698 4614 WINDERMERE REAL ESTATE (9003/003 Individual Water Well 1 Water well report(attach to application)Depth � 7 ft. Well capacity test(attach to appk:ation) gpm gpd Th e w capacr s a time the w is co from rlese tests are noted on fhe wafer wet! resat. Results from these tests wN be accepted. Nth*water we0 nvar1 cannot be located by the applicant or W the wat w wolf report does not have a capac dy tea4 a woucapacdyteA whxcr provides stabdrzation o`draw-down and npc:ovet I data must be b a licensed contractor / Satisfactory bacteriological test(attach to applica6an) r Individual Sprh7gVSurface Water WDOE permit(attach to application) Method of disinfection O 1 have reason to believe that this water source can provide at least BOO galkxts per day andlor provides water at a rate of 2 gallons per minute based on the following observations. AUTHOR OF STATEMENT DATE RELATIONSHIP TO APPUCAM IN ADDrno*TO PROVIDING THE ABOVE 5TATEUENT,THE APPLICANT WILL NEED TO ARRANGE AN OWSITE INSPECTION BY THE HEALTH DEPARTMENT MOR TO DETERMINATION OF ADEQUACY. Departmental use only. Do not write below this line. PART 3: Heatth Department Evaluation (Staff Use Only) SATISFACTORY DETERMINATION_Applicant's water supply appears adequate to meet the needs of its intended use. This detemvnation duos not address adequacy of the distribution system, guarantee an adWualtt sL Wfy of water indefinitely into the future, or guarantee compliance with all applicable WDOE water resource reguiations. UNSATISFACTORY DETERMINATION. Applicant's water supply does not appear adequate to meet the needs of its intended use for the following reason (s): REVIEWER'S SIGNATURE DATE UpdM ticamha2005 i i MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT WSEC/VIAQ Compliance Application Owner: v�s 6 Telephone:3 b c 4/7q)g z Parcel#: Type of project ( ) New Residence ( )Addition ( ) Remodel Total Sq. Ft. 1 Floor: 2" floor: Heated Basement: of heated area:: �� ' / 5`f �c ' / o Y eating System Type: , O Electric wall heater O Electric Central Furnace O LPG Furnace &FHeat Pump with electric furnace O Heat pump with gas furnace O Boiler, specify fuel type: O Other: Specify Glazing 6 Prescriptive Option see reverse side circle one: I If IV Percentage: Compliance Method O Component Performance , Chapter 5— CalculaBon worksheets required Check one.. (!2�' % O Systems analysis, Chapter 4 O Whole House Ventilation system O Whole House Ventilation using a Heat exhaust fans&window or wall fresh air Ventilation vents using Recovery Ventilation System (VIAQ303.4.4) i System vents (VIAQ 303.4.1 Check one O Whole House Ventilation Integrated O Whole House Ventilation using an inline with a Forced Air System (VIAQ 303.4.1) supply fan. (VIAQ 303.4.3) I Window & Door Schedule (If needed, attach an additional sheet) Total Manufacturer Room/location U-Factor Size Quantity Square Feet Windows: Z 3 , l Windows: Total Sq. ft. Doors: Doors: Total Sq. Ft Total window and door area Total windowy�&door area�/(divided by) total sq.ft of heated area = %of glazing j RIIZC' / (� S ?J G� //CJc Gi C ,L/ i� Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W.Cedar P.O.Box 186 Shelton,WA 98584 1 RESIDENTIAL BUILDING PERMIT BLD2006-00268 OWNER: BRAD HUDSON RECEIVED: 2/28/2006 CONTRACTOR: LICENSE: EXP: ISSUED: 4/6/2006 SITE ADDRESS: 301 E JOBES CT BELFAIR EXPIRES: 10/6/2006 PARCEL NUMBER: 122187700060 LEGAL DESCRIPTION: SW SW TR J-6 OF S 21/70 PROJECT DESCRIPTION: DIRECTIONS TO SITE: New SFR Hwy 3 to Hwy 106, left on Trails Rd. to left on Trails End Rd. left on Razor Rd. , right on Richardson, right on Jobes Ct. General Information Construction&Occupancy Information Square Footage Information a.o e rooms: 2 Type of Constr.: VB Type of Use: SF Insp.Area: No.of Bathrooms: 2 Occ.Group: R-3 Lot Size: Deck: 324 Type of Work: NEW Fire Dist.: 2 No.of Stories: 2 Occ. Load: Building:1,561 Valuation: Building Height: 31 Occ.Status: Primary Basement:1,074 Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft, Front: N 250.0 Ft. Shoreline: Ft. Water Body: Rear: S 380.0 Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: W 50.0 Ft. Shoreline Desig.: Not Applicable Year: Serial No.: Side 2: E 235.0 Ft. Comp.Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Recelpt Dishwasher 1 Exhaust Hood 1 Plan Check Fee KKK 2/28/2006 $787.90 S22006000 Hosebibs 3 Furnace<100K 1 Planning Review Fee KKK 2/28/2006 $155,00 S22006000 Kitchen Sink 1 Ventilation Fan 3 Address Fee GMM 3/3/2006 $140.00 S22bb6bbb Laundry Tray 1 Heat Pump 1 ;ADJUST—Plan Check Fee ARC 3/17/2006 $14.56 S22006000 Lavatories 2 Dryer Vent 1 Building State Fee ARC 3/17/2006 $4.50 s22oos000 Water Closets (Toilets) 2 Building Permit Fee ARC 3/17/2006 $1,234.55 s22006bb0 Water Heaters 1 Mechanical Fee ARC 3/17/2006 $65.10 sz2bb6bbo Bath Tubs 2 Mechanical Base Fee ARC 3/17/2006 $23.50 S2200600o Clothes Washer 1 Plumbing Fee ARC 3/17/2006 $82.00 S220o6000 Plumbing Base Fee ARC 3/17/2006 $20.00 S22006000 EH Plan Review TW 4/6/2006 $75.00 S22006000 Total $2,602.11 BLD2006-00268 Please referto the following pages for conditions of this permit. 1 of 4 CASE NOTES FOR B LD2006-00268 CONDITIONS FOR B LD2006-00268 1) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. x p K k 2) The international code requires a fire apparatus access road for every facility, building,or portion of a building that is more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. x_y a 3) Appro d, dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 4) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site,then approval will not be granted. In addition, a re-inspection fee(refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. X J77& 5) In accordance with international codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads,"all new structures that require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background. Mason County Building Department requires that this be completed prior to calling for any site inspections. A re-inspection fee based on rates as adopted by the jurisdiction and the international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting Xs ti 6) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. X 7) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X��YJ BLD2006-00268 Please referto the following pages for conditions of this permit. 2 of 4 8) The"approved"site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved"site plan is not on site,then approval will not be granted. In addition, a re-inspection fee(refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the XuMr rtment prior to any further inspections being performed or approvals granted. g) Washington State Energy Code Compliance has been approved using the following: Heat Type: Electric or other fuels, Compliance Method: IV,Window(Max U-Factor):0.40, Skylight(Max U-Factor):0.58, DoMrTze/Max U-Factor):0.40 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38,Vault Insulation R-30, Slab Insulation R-10. X 10) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). X ' —r 11) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee(refer to current fee schedule, minimum 1 hour)will be jhhargp and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. ,,/� 12) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit r vocation. XW:t- - 13) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance,either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your Xrmt4_4- 14) All changes to"approved"building plans that effect compliance with the international codes as amended and adopted, or any other Mason County X dip��C�oj,fegulation, must be reviewed and approved by Mason County prior to construction. 15) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspect r h la 1pe made prior to requesting additional inspections. X BLD2006-00268 Please referto the following pages for oonditions of this permit. 3 of 4 16) All property lines shall be clearly identified at the time of foundation inspection.X 17) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason C� y ordi nces and building regulations. X -- r 18) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holde�h e preNented action from being taken. No more than one extension may be granted. X (�Z7 19) Pressure treated wood manufactured after-January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X p2pA=}, 20) Prior to final approval, all upland areas disturbed or ne Great d by construction activities shall be seeded,vegetated or given an equivalent type of erosion protection (silt fencing or straw matting).X_� V;V 21) Temporary erosion control measures must be implemented to prevent water cwaality degradation of adjacent waters or wetlands. Silt fencing must be installed and maintained until upland vegetation has become established. X This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at anytime after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied.Proof of continuation of work is by means of a progress inspection.The owner or the agent on the owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure forreview nd inspection. OWNER ORAGENIL-)9� tO, / / DATE: BLD2006-00268 Please refer to the following pages for conditions of this permit. 4 of 4 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone:(360A27-9670,ext.352 Mason County Bldg. Ill 426 W. Cedar P.O. Box 186 Shelton,WA 98584 1 RESIDENTIAL BUILDING PERMIT CR'6d �&W"F:">ofCD 6-00268 OWNER: BRAD HUDSON CONTRACTOR: LICENSE: EXP: Ca �P �� ��^0v 5S°�� RECEIVED: 2/28/2006 ISSUED: 4/6/2006 SITE ADDRESS: 301 E JOBES CT BELFAIR 7�d ZGY ���� EXPIRES: 11/16/2006 PARCEL NUMBER: 122187700060 LEGAL DESCRIPTION: SW SW TR J-6 OF S 21/70 PROJECT DESCRIPTION: DIRECTIONS TO SITE: New SFR Hwy 3 to Hwy 106, left on Trails Rd. to left on Trails End Rd. left on Razor Rd. , right on Richardson, right on Jobes Ct. General Information Construction&Occupancy Information Square Footage Information o.of Bedrooms: 2 Type of Constr.: VB Type of Use: SF Insp.Area: No.of Bathrooms: 2 Occ.Group: R-3 Lot Size: Deck: 324 Type of Work: NEW Fire Dist.: 2 No.of Stories: 2 Occ. Load: Building:1,561 Valuation: Building Height: 31 Occ.Status: Primary Basement:1,074 Manufactured Home Information e k Informiffow, Shoreline&Planning Information Make: Length: Ft. Front: N 170.0 Ft. Shoreline. Ft. ater Body: SEPA?: No Rear: S 500.0 Ft. Slope: Ft. Model: Width: Ft. Shoreline Desig.: Not Applicable Side 1: W 30.0 Ft. Year: Serial No.: Side 2: E 240.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures ures FEES Type Qty. Type Qty. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 1 Plan Check Fee KKK 2/28/2006 $787.90 S22006000 Hosebibs 3 Furnace<100K 1 Planning Review Fee KKK 2/28/2006 $155.00 S22006000 Kitchen Sink 1 Ventilation Fan 3 Address Fee GMM 3/3/2006 $140.00 522006000 Laundry Tray 1 Heat Pump 1 ADJUST—Plan Check Fee ARC 3/17/2006 $14.56 522006000 Lavatories 2 Dryer Vent 1 Building State Fee ARC 3/17/2006 $4.50 S22006000 Water Closets (Toilets) 2 Building Permit Fee ARC 3/17/2006 $1,234.55 S22006000 Water Heaters 1 Mechanical Fee ARC 3/17/2006 $65.10 S22008000 Bath Tubs 2 Mechanical Base Fee ARC 3/17/2006 $23.50 S22006000 Clothes Washer 1 Plumbing Fee ARC 3/1 712 0 0 6 $82.00 522006000 Plumbing Base Fee ARC 3/17/2006 $20.00 S22006000 EH Plan Review TW 4/6/2006 $75.00 522006000 Total $2,602.11 BLD2006-00268 Please refer to the following pages for conditions of this permit. Page 1 of 4 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W.Cedar P.O.Box 186 Shelton,WA 98584 i RESIDENTIAL BUILDING PERMIT BLD2006-00268 OWNER: BRAD HUDSON RECEIVED: 2/28/2006 CONTRACTOR: LICENSE: EXP: ISSUED: 4/6/2006 SITE ADDRESS: 301 E JOBES CT BELFAIR EXPIRES: 10/6/2006 PARCEL NUMBER: 122187700060 LEGAL DESCRIPTION: SW SW TR J-6 OF S 21[70 PROJECT DESCRIPTION: DIRECTIONS TO SITE: New SFR Hwy 3 to Hwy 106, left on Trails Rd.to left on Trails End Rd. left on Razor Rd. , right on Richardson, right on Jobes Ct. General Information Construction&Occupancy Information Square Footage Information o.o e rooms: 2 Type of Constr.: VB Type of Use: SF Insp.Area: No.of Bathrooms: 2 Occ.Group: R-3 Lot Size: Deck: 324 Type of Work: NEW Fire Dist.: 2 No.of Stories: 2 Occ.Load: Building:1,561 Valuation: Building Height: 31 Occ.Status: Primary Basement:1,074 Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: N 250.0 Ft. Shoreline: Ft. Water y: Rear: S 380.0 Ft. Slope: Ft. SEPA7: No Model: Width: Ft. Side 1: W 50.0 Ft. Shoreline Desig.: Not Applicable Year: Serial No.: Side 2: E 235.0 Ft. Comp.Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 1 Plan Check Fee KKK 2/28/2006 $787.90 S22006000 Hosebibs 3 Furnace<100K 1 Planning Review Fee KKK 2/28/2006 $155.00 S22006000 Kitchen Sink 1 Ventilation Fan 3 Address Fee GMM 3/3/2006 $140.00 S22006000 Laundry Tray 1 Heat Pump 1 ADJUST—Plan Check Fee ARC 3/17/2006 $14.56 52200600o Lavatories 2 Dryer Vent 1 Building State Fee ARC 3/17/2006 $4.50 522006000 Water Closets(Toilets) 2 Building Permit Fee ARC 3/17/2006 $1,234.55 S22006000 Water Heaters 1 Mechanical Fee ARC 3/17/2006 $65.10 S220o6000 Bath Tubs 2 Mechanical Base Fee ARC 311712006 $23.50 S22006000 Clothes Washer 1 Plumbing Fee ARC 3/17/2006 $82.00 S22006000 Plumbing Base Fee ARC 3/17/2006 $20.00 S22006000 EH Plan Review TW 4/6/2006 $75.00 S22006000 Total $2,602.11 BLD2006-00268 Please refer to the following pages for conditions of this permit. 1 of 4 CASE NOTES FOR - BLD2006.W268 CONDITIONS FOR BLD2006.W268 1) Contractor registration laws are govemed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X (� 2) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X_M V_k:t - - 3) Approyed,net dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 4) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site,then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. X /�y - 5) In accordance with intemational codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads,"all new structures that require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background. _ Mason County Building Department requires that this be completed prior to calling for any site inspections. A re-inspection fee based on rates as adopted by the jurisdiction and the international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting inJ '!1. X 6) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or rem val of approved documents will result in failure of required building inspections. X ') THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X_ 1'I (� BLD2006-00268 Please refer to the following pages for conditions of this permit. 2 of 4 8) -The"approved"site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved"site plan is not on site,then approval will not be granted. In addition,a re-inspection fee(refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Bull i artment prior to any further inspections being performed or approvals granted. . . X 9) Washington State Energy Code Compliance has been approved using the following: Heat Type: Electric or other fuels,Compliance Method: IV,Window(Max U-Factor):0.40, Skylight(Max U-Factor):0.58, Do r Type/Max U-Factor):0.40 or less,Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38,Vault Insulation R-30, Slab Insulation R-10. X 10) Concrete used for basement walls,foundation walls,exterior walls, porches, carport slabs, steps exposed to the weather,garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi(IRC Table R402.2). 11) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee(refer to current fee schedule, minimum 1 hour)will be char and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. 12) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit rpvocation. 13) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance,either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the install ation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your pr4u� X 14) All changes to"approved"building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordiMw!! lation, must be reviewed and approved by Mason County prior to construction. X 15) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections,changes or alterations required by a Mason County Building IInspect�rr h,II a made prior to requesting additional Inspections. BLD2006-00268 i Please referto the following pages for conditions of this permit. 3 of 4 16) All property lines shall be clearly identified at the time of foundation inspection.X 1 / I�� '17) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration.The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason C sty ordi nces and building regulations. 18) Al permits expire 180 days after permit issuance,or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days,upon the receipt of a written extension request indicating that circumstances beyond the control of the permit h7MMzM== en. No more than one extension may be granted. X 19) Pressure treated wood manufactured after-January 1,2004 may contain high concentrations of copper which could quickly corrode metal fasteners, conne tors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. x� �Y 20) Prior to final approval, all upland areas disturbed or ne Great d by construction activities shall be seeded,vegetated or given an equivalent type of erosion protection (silt fencing or straw matting).X, 21) Temporary erosion control measures must be implemented to prevent water a�lii degradation of adjacent waters or wetlands. Silt fencing must be 7 installed and maintained until upland vegetation has become established. X - This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied.Proof of continuation of work is by means of a progress inspection.The owneror the agent on the owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review ndd inspection. / /-� OWNER ORAGENTO/Y) �� DATE: ! �v BLD2006-00268 Please referto the following pages for conditions of this permit. 4 of 4 Request To Revise An Approved Plan Permit Number: BLD200-L- Name_ 6uj Lu j&-j Parcel Number r'Z - --7'7 - 0 Phone Number da ime (__) Project Address Mailing Address Please provide a Ende 'led d nption of the proposed revisions to the approved plans: Are two sets of the revised plans or addendum indicating the changes included? 0` e ❑ No Are the approved site plans included? ❑ No Are the revisions clearly and accurately identified on the plans or addendum? des ❑ N Does the plan contain an engineer's or architect's lateral or vertical analysis? ❑ Yes 0 o If Yes,Has the engineer or architect approved this revision? ❑ Yes No a Is a stamped and signed approval included with this request? ❑ Yes IQo (Note:No structural changes to a"desirned"plan will be approved without the written consent of the er ineer and//or architoct of record Does the proposed revision modify the footprint or location of the structure? et�'Y s ❑ No If Yes,Is a revised site plan,with all new setback dimensions included wit th uest? Yes ❑ No Additional Information: C Applicant's signature Date: Office Use Only Received by- Date Sent Assigned t3 --- B Original Valuation: S Additional Valuation: $ P � Sq.Ft. x$ $ o+u Sq.Ft. x$ S E.H. Total New Valuation S P.W. Additional Fees: Additional Planning Dept. $ Additional Plan Review $ New Setbacks: Front / Rear / Additional Building Permit S Side1. / Side2 / Additional Plumbing $ Additional Conditions/Comments: Additional Mechanical $ Additional E.H.Dept. $ Other $ Total Amount Due: $ Amount To Be Paid Up-Front$ T.* ReAbJ sm W2zr= Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W.Cedar P.O.Box 186 Shelton,WA 98584 a 1 RESIDENTIAL BUILDING PERMIT BLD2006-00268 OWNER: BRAD HUDSON RECEIVED: 2/28/2006 CONTRACTOR: LICENSE: EXP: ISSUED: 4/6/2006 SITE ADDRESS: 301 E JOBES CT BELFAIR EXPIRES: 10/6/2006 PARCEL NUMBER: 122187700060 LEGAL DESCRIPTION: SW SW TR J-6 OF S 21/70 PROJECT DESCRIPTION: DIRECTIONS TO SITE: New SFR Hwy 3 to Hwy 106, left on Trails Rd.to left on Trails End Rd. left on Razor Rd. , right on Richardson, right on Jobes Ct. General Information Construction&Occupancy Information Square Footage Information o.o e rooms: 2 Type of Constr.: VB Type of Use: SF Insp.Area: No.of Bathrooms: 2 Occ.Group: R-3 Lot Size: Deck: 324 Type of Work: NEW Fire Dist.: 2 No.of Stories: 2 Occ. Load: Building:1,561 Valuation: Building Height: 31 Occ.Status: Primary Basement:1,074 Manufactured Home Information Setback Information Shoreline&Planning in ormation Make: Length: Ft. Front: N 250.0 Ft. Shoreline: Ft. Water y: Rear: S 380.0 Ft. Slope: Ft. SEPA?: No Model: Width: Ft. Side 1: W 50.0 Ft. Shoreline Desig.: Not Applicable Year: Serial No.: Side 2: E 235.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Typ. By Date amount Raesipt Dishwasher 1 Exhaust Hood 1 Plan Check Fee KKK 2/28/2006 $787.90 S22006000 HOsebibs 3 Furnace<100K 1 Planning Review Fee KKK 2/28/2006 $155.00 §22606000 Kitchen Sink 1 Ventilation Fan 3 Address Fee GMM 3/3/2006 $140.00 §22668000 Laundry Tray 1 Heat Pump 1 ADJUST—Plan Check Fee ARC 3/17/2006 $14.56 5 bb0 obo Lavatories 2 Dryer Vent 1 Building State Fee ARC 3/17/2006 $4.50 §2 666060 Water Closets(Toilets) 2 Building Penult Fee ARC 3/17/2006 $1,234.55 §22006000 Water Heaters 1 Mechanical Fee ARC 3/1 7120 0 6 $65.10 §22006000 Bath Tubs 2 Mechanical Base Fee ARC 3/17/2006 $23.50 S22b06000 Clothes Washer 1 Plumbing Fee ARC 3/17/2006 $82.00 5 U6000 Plumbing Base Fee ARC 3/17/2006 $20.00 S22006000 EH Plan Review TW 4/6/2006 $75.00 S22006060 Total $2,602.11 BLD2006-00268 Please referto the following pages for conditions of this permit. 1 of 4 CASE NOTES FOR BLD2006-00268 CONDITIONS FOR BLD2006-00268 1) Contractor registration laws are govemed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982.The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X on ' 2) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X�y� fut - 3) Appro d dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 4) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Dep�trne,_nt,prior to any further inspections being performed or approvals granted. X jlG� 5) In accordance with intemational codes and Title 14, Mason County Building Code,"Standards for Fire Apparatus Access Roads,"all new structures that require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background. Mason County Building Department requires that this be completed prior to calling for any site inspections. A re-inspection fee based on rates as adopted by the jurisdiction and the international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting ins t' ins. XM.� 6) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED",they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or rrempval of approved documents will result in failure of required building inspections. 7) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL.X_ IL BLD2006-00268 Please referto the following pages for conditions of this permit. 2 of 4 8) -The"approved"site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved"site plan is not on site, then approval will not be granted. In addition,a re-inspection fee(refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Bid i a Department prior to any further inspections being performed or approvals granted. X ��M-' ' 9) Washington State Energy Code Compliance has been approved using the following: Heat Type: Electric or other fuels, Compliance Method: IV,Window(Max U-Factor):0.40,Skylight(Max U-Factor):0.58, Do Xr Type/Max U-Factor):0.40 or less,Wall insulation R-21, Floor insulation R-30,Ceiling Insulation R-38,Vault Insulation R-30, Slab Insulation R-10. 10) Concrete used for basement walls,foundation walls,exterior walls, porches, carport slabs, steps exposed to the weather,garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi(IRC Table R402.2). X l /( IE= 11) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee(refer to current fee schedule, minimum 1 hour)will be char and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. X 12) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit evocation. x 13) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that speck purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road,Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect yourXroj�gj _14) All changes to"approved"building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordi o e ulation, must be reviewed and approved by Mason County prior to construction. T 15) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspe�ct�Qr�yh II a made prior to requesting additional inspections. X /VlT, BLD2006-00268 Please referto the following pages for conditions of this permit. 3 of 4 16) 'AAproperty lines shall be clearly identified at the time of foundation inspection.X ► 1 I U/ 17) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration.The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Xas sty ord{ nces and building regulations. 18) All permits expire 180 days after permit issuance,or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days,upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder h v reve�action from being taken. No more than one extension may be granted. X 19) Pressure treated wood manufactured after'January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, cone tors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X pn L,�� 20) Prior to final approval, all upland areas disturbed or ne Great by construction activities shall be seeded,vegetated or given an equivalent type of erosion protection (silt fencing or straw matting).X 21) Temporary erosion control measures must be implemented to prevent water li der ation of adjacent waters or wetlands. Silt fencing must be installed and maintained until upland vegetation has become established. X This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before Wiling can be occupied.Proof of continuation of work is by means of a progress inspection.The owner or the agent on the owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review rid inspection. / OWNERORAG� D�f DATE: / �0 CP BLD2006-00268 Please referto the following pages for conditions of this permit 4 of 4 o CONCRETE MECHANICAL MANUFACTURED HOME c o Date By v Footings I Setts �I _ l�7fr pas Piping Ribbons O O InWor Date fjjC� By✓-r Interior-Date By Date By Z 0 a) Exterior Date By Exterior-Dab B Set-up IOU Point Load J Isolated Footings INSULATION D� By i Date By Data SLAB INSULATION By FIRE DEPARTMENT v Foundation Walls Floors Date By Date By Date By DECKS FRAMING walls Data By Date By Data By PROPANE TANKS PLUMBING vault Date By Date By OTHER Grousdwvrk Attic Date By Type. Date B y Date By D.w.v DRYWALL Type_ Int Brave Wail Date 8y Date By OD v Date By FINAL INSPECTION v b; Water Line Fin separation N Date By Date By Data By C) Pass or Request Inspect. c ° Type of Insp. Fall Date Date Done By Comments OD -06 Piss 16 IL za ob L.6 21 A rlouSG �^{•��� A55W Z C)(, � C6 al r3v i t(Jo 1L) 13 U(-> #010AX L.O K-- � 6N o rrcdl stye, �,�fi,,,,.� ►� ' .�n'Ga I 1 W�• I1/1Glt,- -7/4J3IAA; L. 1� 30 0� it 2 D(, tfRG. <S&e- A7-f J�ec�t► tN t,.,. l� r, L vti v a t� T4 Fu'' Dwric,Cs. v� i66 t.�f �. 1r Zr.� �f �� waes• `- - p Re,11t t',•Yi t�.��t ,�tl/ �jv�% o✓► CDI rtl t t?.vt, �(,clr.P�tG f.�tl�rt'eta �' IOIJ+� G�q� s f �c r+ - 0 T Ovc 5TIM rV-Jf C r 2 i4mngo � �3NICA P� ey MANUFACTURED HOME oa.PIP14 � Ribbons I IrtlertorDate By kt"Jor•Dots By Deb By �p[' OE kdw Dote By Exbrlor•Dude -ay aft.W V r*d Load 1 IsolaNd FaWnw N aft lQ�` Dole By e3!WAR NBULATON y Dou By FIRE DEPARTMENT FaundaH Walls Pioojs Dad By Dale p' Q L DOU 1/. -7- a DECKS FRAM N wimk D E By �T ®y Dare ay PROPANE TANKS P"LUMMIN© W'uI.X Dati By Gmuldw rt Do By OTHER Dom 1 Z )3 `p ay R15 Date By tY� Dote By o.w.v DRYWALL Defe . -crZDy b*arsm Wa11 Da4e By v Date gy FINAL INS W Pl=CTION 10 r" *W Un Fin 8agratian N IRLML ao ay Date By Data ' p gy C m cn s Pass or Retquaet Inspect, 1 Type of Insp. Fall Date Date Done By Comments p IZ//.3 us 6 CE o7 fZL_ R) � �� ro S15E O�c� WAII d,/k! n ; .0. jo d also ou d '� via-K N 0 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 IP14 Shelton,WA 98584 RESIDENTIAL BUILDING PERMIT BLD2006-00268 OWNER: BRAD HUDSON RECEIVED: 2/28/2006 CONTRACTOR: LICENSE: EXP: ISSUED: 4/6/2006 SITE ADDRESS: 301 E JOBES CT BELFAIR EXPIRES: 10/6/2006 PARCEL NUMBER: 122187700060 LEGAL DESCRIPTION: SW SW TR J-6 OF S 21/70 PROJECT DESCRIPTION: DIRECTIONS TO SITE: New SFR Hwy 3 to Hwy 106, left on Trails Rd. to left on Trails End Rd. left on Razor Rd. , right on Richardson, right on Jobes Ct. General Information Construction&Occupancy Information Square Footage Information No.of Bedrooms: 2 Type of Constr.: VB Type of Use: SF Insp.Area: No.of Bathrooms: 2 Occ. Group: R-3 Lot Size: Deck: 324 Type of Work: NEW Fire Dist.: 2 No.of Stories: 2 Occ. Load: Building:1,561 Valuation: Building Height: 31 Occ. Status: Primary Basement:1,074 Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: N 250.0 Ft. Shoreline: Ft. Water Body: SEPA?: No Model: Width: Ft. Rear: S 380.0 Ft. Slope: Ft.Side 1: W 50.0 Ft. g"Shoreline Desi pp Not Applicable Year: Serial No.: Side 2: E 235.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 1 Plan Check Fee KKK 2/28/2006 $787.90 S22006000 Hosebibs 3 Furnace<100K 1 Planning Review Fee KKK 2/28/2006 $155.00 S22006000 Kitchen Sink 1 Ventilation Fan 3 Address Fee GMM 3/3/2006 $140.00 S22006000 Laundry Tray 1 Heat Pump 1 ADJUST--Plan Check Fee ARC 3/17/2006 $14.56 S22bbbbbb Lavatories 2 Dryer Vent 1 Building State Fee ARC 3/17/2006 $4.50 S220060bb Water Closets (Toilets) 2 Building Permit Fee ARC 3/17/2006 $1,234.55 S22006000 Water Heaters 1 Mechanical Fee ARC 3/17/2006 $65.10 S22bbbbbb Bath Tubs 2 Mechanical Base Fee ARC 3/17/2006 $23.50 S22006000 Clothes Washer 1 Plumbing Fee ARC 3/17/2006 $82.00 S22006000 Plumbing Base Fee ARC 3/17/2006 $20.00 S22006000 EH Plan Review TW 4/6/2006 $75.00 S22006000 Total $2,602.11 BLD2006-00268 Please referto the following pages for conditions of this permit. 1 of 4 CASE NOTES FOR BLD2006-00268 CONDITIONS FOR BLD2006-00268 1) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X M rn14- 2) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. x M La 3) Apprmi ddimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 4) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. X 5) In accordance with international codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads," all new structures that require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background. Mason County Building Department requires that this be completed prior to calling for any site inspections. A re-inspection fee based on rates as adopted by the jurisdiction and the international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting ins tiQns. X �� 6) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. 7) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X. BLD2006-00268 Please referto the following pages for conditions of this permit. 2 of 4 8) The"approved"site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved"site plan is not on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Buil i e artment prior to any further inspections being performed or approvals granted. X � 9) Washington State Energy Code Compliance has been approved using the following: Heat Type: Electric or other fuels, Compliance Method: IV, Window (Max U-Factor):0.40, Skylight (Max U-Factor):0.58, Do r Type/Max U-Factor):0.40 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38, Vault Insulation R-30, Slab Insulation R-10. X I 10) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). X 11) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charg and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. X 12) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit r vocation. Xwt 13) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your pro X , 14) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordin�� o X Mt , �e ulation, must be reviewed and approved by Mason County prior to construction. 15) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspe� Y, , ct/p hgll],be made prior to requesting additional inspections. X_ A_Y BLD2006-00268 Please referto the following pages for conditions of this permit. 3 of 4 16) All property lines shall be clearly identified at the time of foundation inspection. X 1 7) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason C ty ordi ances and building regulations. X I mot 18) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit hold yrevf ented action from being taken. No more than one extension may be granted. X 19) Pressure treated wood manufactured after`January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. X 20) Prior to final approval, all upland areas disturbed or new y creatgd by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X 21) Temporary erosion control measures must be implemented to prevent water quality degradation of adjacent waters or wetlands. Silt fencing must be installed and maintained until upland vegetation has become established. X 1 /2 44 This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of work is by means of a progress inspection.The owner or the agent on the owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review nd inspection. OWN ER OR AGENT j2 ,� =_ DATE: L� BLD2006-00268 Please referto the following pages for conditions of this permit. 4 of 4 Inspection Line(360)427-7262 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext. 352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton, WA 98584 ,------- RESIDENTIAL BUILDING PERMIT P�6� 04G >to6LD 6-00268 OWNER: BRAD HUDSON CONTRACTOR: LICENSE: EXP: C"31 ( � ��' <�n�� c,s�" RECEIVED: 2/28/2006 ISSUED: 4/6/2006 SITE ADDRESS: 301 E JOBES CT BELFAIR Jhv Alt 1 u L f ?�C _ ,Z�•,f 1�� EXPIRES: 11/16/2006 PARCEL NUMBER: 122187700060 LEGAL DESCRIPTION: SW SW TR J-6 OF S 21/70 PROJECT DESCRIPTION: DIRECTIONS TO SITE: New SFR Hwy 3 to Hwy 106, left on Trails Rd. to left on Trails End Rd. left on Razor Rd. , right on Richardson, right on Jobes Ct. General Information Construction&Occupancy Information Square Footage Information o.of Bedrooms: 2 Type of Constr.: VB Type of Use: SF Insp.Area: No.of Bathrooms: 2 Occ.Group: R-3 Lot Size: Deck: 324 Type of Work: NEW Fire Dist.: 2 No.of Stories: 2 Occ. Load: Building:1,561 Valuation: Building Height: 31 Occ.Status: Primary Basement:1,074 Manufactured Home Information e k Informs Shoreline&Planning Information Make: Length: Ft. Front: N 170.0 Ft. Shoreline. Ft. Water Body: Rear: S 5 SEPA?: No Side 1: 30.0 Ft. Slope: Ft. A Model: Width: Ft. W 30.0 Ft Shoreline Desig.: Not Applicable Year: Serial No.: I Side 2: E 240.0 Ft. I Comp. Plan Desig.: Rural Plumbing Fixtures ures FEES Type Qty. Type Qty. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 1 Plan Check Fee KKK 2/28/2006 $787.90 S22006000 Hosebibs 3 Furnace<100K 1 Planning Review Fee KKK 2/28/2006 $155.00 S22006000 Kitchen Sink 1 Ventilation Fan 3 Address Fee GMM 3/3/2006 $140.00 S22006000 Laundry Tray 1 Heat Pump 1 ADJUST--Plan Check Fee ARC 3/17/2006 $14.56 S22006000 Lavatories 2 Dryer Vent 1 Building State Fee ARC 3/17/2006 $4.50 S22006000 Water Closets (Toilets) 2 Building Permit Fee ARC 3/17/2006 $1,234.55 S22006000 Water Heaters 1 Mechanical Fee ARC 3/17/2006 $65.10 522006000 Bath Tubs 2 Mechanical Base Fee ARC 3/17/2006 $23.50 S22006000 Clothes Washer 1 Plumbing Fee ARC 3/17/2006 $82.00 522006000 Plumbing Base Fee ARC 3/17/2006 $20.00 S22006000 EH Plan Review TW 4/6/2006 $75.00 522006000 Total $2,602.11 BLD2006-00268 Please refer to the following pages for conditions of this permit. Page 1 of 4 A 11 Is Ncvu UI1 LII IC kov v/t LI-I LvL MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352 Mason County Bldg. III 426 W. Cedar P.O. Box 186 Ig Shelton,WA 98584 loo RESIDENTIAL BUILDING PERMIT BLD2006-00268 OWNER: BRAD HUDSON RECEIVED: 2/28/2006 CONTRACTOR: LICENSE: EXP: ISSUED: 4/6/2006 SITE ADDRESS: 301 E JOBES CT BELFAIR EXPIRES: 10/6/2006 PARCEL NUMBER: 122187700060 LEGAL DESCRIPTION: SW SW TR J-6 OF S 21/70 PROJECT DESCRIPTION: DIRECTIONS TO SITE: New SFR Hwy 3 to Hwy 106, left on Trails Rd. to left on Trails End Rd. left on Razor Rd. , right on Richardson, right on Jobes Ct. General Information Construction &Occupancy Information Square Footage Information o.of Bedrooms: 2 Type of Constr.: VB Type of Use: SF Insp.Area: No.of Bathrooms: 2 Occ.Group: R-3 Lot Size: Deck: 324 Type of Work: NEW Fire Dist.: 2 No.of Stories: 2 Occ. Load: Building:1,561 Valuation: Building Height: 31 Occ. Status: Primary Basement:1,074 Manufactured Home Information Setback Information Shoreline&Planning Information Make: Length: Ft. Front: N 250.0 Ft. Shoreline: Ft. Water Body: SEPA?: No Model: Width: Ft. Rear: S 380.0 Ft. Slope: Ft.Side 1: W 50.0 Ft. Shoreline Desig.: Not Applicable Year: Serial No.: Side 2: E 235.0 Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Dishwasher 1 Exhaust Hood 1 Plan Check Fee KKK 2/28/2006 $787.90 S22006000 Hosebibs 3 Furnace<100K 1 Planning Review Fee KKK 2/28/2006 $155.00 S22006000 Kitchen Sink 1 Ventilation Fan 3 Address Fee GMM 3/3/2006 $140.00 522006000 Laundry Tray 1 Heat Pump 1 .ADJUST--Plan Check Fee ARC 3/17/2006 $14.56 522006bYb Lavatories 2 Dryer Vent 1 Building State Fee ARC 3/17/2006 $4.50 S22006bbb Water Closets (Toilets) 2 Building Permit Fee ARC 3/17/2006 $1,234.55 S22006000 Water Heaters 1 Mechanical Fee ARC 3/17/2006 $65.10 S22bb)b00 Bath Tubs 2 Mechanical Base Fee ARC 3/17/2006 $23.50 S22006000 Clothes Washer 1 Plumbing Fee ARC 3/17/2006 $82.00 S22006000 Plumbing Base Fee ARC 3/17/2006 $20.00 S22006000 EH Plan Review TW 4/6/2006 $75.00 S2 bb) b00 Total $2,602.11 BLD2006-00268 Please referto the following pages for conditions of this permit. 1 of 4 CASE NOTES FOR BLD2006-00268 CONDITIONS FOR BLD2006-00268 1) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X 2) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. X 3) ApprovehIdimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X 4) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department 1prior to any further inspections being performed or approvals granted. X G�7 5) In accordance with international codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads,"all new structures that require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background. Mason County Building Department requires that this be completed prior to calling for any site inspections. A re-inspection fee based on rates as adopted by the eejjjurisdiction and the international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting X S?V�—GV 6) The plan review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. X 7) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X YI,lL BLD2006-00268 Please refer to the following pages for conditions of this permit. 2 of 4 8) The"approved" site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved" site plan is not on site, then apprcval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Xuil i � e artment prior to any further inspections being performed or approvals granted. � 9) Washington State Energy Code Compliance has been approved using the following: Heat Type: Electric or other fuels, Compliance Method: IV, Window(Max U-Factor):0.40, Skylight (Max U-Factor):0.58, Do r T1pe/Max U-Factor):0.40 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38, Vault Insulation R-30, Slab Insulation R-10. X 10) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). ic X Y I (� I�JVT 11) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be c arg d,and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. 12) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit r vocation. X --- 13) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your proroj�4/ 1r 14) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordi -ulation, must be reviewed and approved by Mason County prior to construction. X 15) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspect r h II be made prior to requesting additional inspections. X �� BLD2006-00268 Please referto the following pages for conditions of this permit. 3 of 4 16) All property lines shall be clearly identified at the time of foundation inspection. X 17) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration.The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason C ty ordi ances and building regulations. X 18) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit Ih Id e h v revented action from being taken. No more than one extension may be granted. X 19) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. XYY(p 20) Prior to final approval, all upland areas disturbed or ne Great d by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting).X 21) Temporary erosion control measures must be implemented to prevent water alit degradation of adjacent waters or wetlands. Silt fencing must be installed and maintained until upland vegetation has become established. X i! This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied.Proof of continuation of work is by means of a progress inspection.The owneror the agent on the owners behalf,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure for review parid inspection. OWN ER OR AGEN DATE: BLD2006-00268 Please referto the following pages for conditions of this permit. 4 of 4 r- NCRETE MECHANICAL o 1. MA�NUE.ACTURED HOME aotln�s lliarlsaiclas Data 3�L� G'� �' � rn � ...... Ribbons 4- ass PNpin 1 ineriorDate By l"Imlor-Date By Do" By. G FkWdDr By Exiariar-Date BY Set- ^ 11 ' rY �Q� �.Load�Isolated Footings ULATION l By Z. Ba 1 SLAB INSULATION Date By Data By FIRE DEEPARTiIAENT Foundation Y�alla Floors Data By Qtwe C �;l BELL Da" q,� 2 SYf1' i7�CI 8 - TJ FRAMING Waft Data By gate By Day' By PROFANE TANKS PLUMBING vau Data By _G rhate ey rmtrndw*rk OTHER Aftio. 0t0 ) 3 ;(,_, By Dais By Type, - Dam By DRYWALL Dame: Date B Int Braes 1�11 B 3_ gate Y ou y D By r VY er erne Fire Separation FINAL INSPECTION p !ay �' } Data By Date CD Pass ar Request Inspect. Type of Irtsp. Pall I Date Date Dane By Comments (1t rZC' Iti Ot-C t r- ! �tva�1 ILLS ,�� ►rat-1` Fft�r. �G h�� y_ s a�,�/U� f �zl�>> des L :3 v c > 9 y/I/C Cn CD J / ) � / 4 ' a - 1 W -_ o CONCRETE MECHANICAL MANUFACTURED HOME C o - _. Date 'By v 0 CD Footings I Setbacks f/ Ribbons r Gas Piping N o Interior Date ,?j�. � Byl� Interior-Date By Date e y Z MExter"Date By Exterior-Date _ BSet-up W Point Load I Isolated Footings INSULATION pate By Z7 Date By DBate By SLAB INSULATION FIRE DEPARTMENT 0 Foundation YVails Floors Date By Date By Data Sy DECKS FRAMING waft Date By Date By Data By PROPANETANKS PLUMBING Vault Date By . ...__ ._ . . Date By OTHER Groundwork Attie TYPE- Date By Date By Date By DW)/ DRYWALL Type- int Brace Mali Date By W Date By Date By FINAL INSPECTION C) v Water Line Fire Separation N Date By Data By Data By O co `D' Pass or Request Inspect. c s Type of Insp. Fail Date Date Done By Comments CD o Co v g �� � S ►�06 i� LO)t._ a , 0 ,� S > Cn CD ./yy``�..•�'/l� �I�C� 7 � �1.at-. Uu?�. rn GvGt*� Lf��, i'� �.�`1,7� Ir > r MP _ �.., . .. (�ttJY�'G✓✓ �+�%C.)�/'1 �,'tr1.1.L Lt/C.- laRJ't v"� � 1() 13UC� {O t7 Ub 1,b1C.r u�i� G-e�K- c.J"ri �1�iW� s 5 On S'dws .tvr�.�l Ia M>✓e/� 07eler Y/4j3 FP; 1.. 3o�oa `► Z �ab Ap-r— SEE- -AT7' 0 1 �i[ (.�`�vr �i ��t� �{l�� ig het ji R Ct l�Y va•f�'cj /6 LVY+- �ut Da S. v� t66 I,•►,,f TI rat �t-� aXd n44 r. negl t c�. r� � ��d� s�' a F S r��,c•��w�- � � Iso �ea.^t ��bc� fo weU-F(.,✓� O T �&oV G. GdL,vt A 'FaK� GQa t�%�,• et �,,,,,P-d'--f 5TI l l YV i �1 �(9/7/2011) Debbera Coker- Re: Hudson Pager11 From: Debbera Coker To: Kamerrer, Dale CC: Adkins, Barbara Date: 9/7/2011 11:21 AM Subject: Re: Hudson Thank you for sending the documents. Will call you on Friday (9/9) at 9 am. The information sent includes a letter prepared by Mike Munson of Lindal Homes. The residential plan review checklist and 26-pages of structural calculations. Since the letter does not contain stamps stating that the letter needs to be on site I would say that we did not receive the letter as part of our review. In addition I noticed that the design calculations prepared by MDT Engineering consist of 26 pages, not 32 as noted on the approved plans. The calculations contain a table of contents that specifies a lateral analysis pg 1-9, Vertical analysis pg 10-12, and foundation design pg 13-. I am concerned because it does not appear that all pages including vertical and foundation design are included in the documents provided. The structural details include 1.1/S, 1.2/S, and 1.4/S but do not include 1.3/S. After reviewing sheet 5 it seems that 1.3/S is critical for discussions concerning the foundation. I really think that an additional request needs to be made to the owner requesting that all 32 pages prepared by MDT Engineering be provided including detail 1.3/S, and the rest of the structural calculation pages including vertical (sheets 10-12) and foundation (sheets 13-) . Debbera Coker Mason County Building Department Building Inspector IV/Code Enforcement Phone: (360)427-9670 ext 510 FAX: (360) 427-7798 e-Mail: DLC@co.mason.wa.us PO Box 186 426 West Cedar Street Shelton, WA 98584 >>> Dale Kamerrer<dkamerrer(d_)lldkb.com> 9/7/2011 10:32 AM >>> Second effort. Dale Kamerrer A Linda) Undal Cedar Homes independently Distributed By: i i i Gallup Building&Design, LLC N R✓ v i D i1 i 5 1.tJ L 3726 Pacific Highway E. Tacoma,WA 98424 TP:800,888,8715 T:253.922.0220 i P:253.922.9351 El gallupCseanet.com . Brad & Melissa Hudson 11-13-06 412 Sheridan Road Bremerton, WA. 98310 Lindal Cedar Homes Plans / K-40154 When we drew your house plans we had the understanding you were going to add a garage and master bedroom some day, There for the plans showed full 8-foot concrete walls .on the back and both. sides, and the engineering was done on that premise. Sincerely r Mike Munson Printed on recycled paper. - ,Dec 20 OG 10: 28a George Wittler 3000975400 P. 1 TO: DATE: COMPANY: FROM: FAX#: #OF PAGES ❑HARD COPY TO FOLLOW RE: REMARKS: d i If you do not receive all pages in legible form,please call(360)779-6699 I PRIVILEGE AND CONFIDENTIALITY: The infonrtatlon contained in this facsimile is privileged and confidential,and is intended for the named recipients only. If you have received this communication in error,please notify us Immediately by telephone and return the original massage to Axon at the address shown below. Thank you. Azon 17791 Fjord Drive N.E.,Suite N-140 POu1Sbo,WA 98370 Void 360-779-6699 Fax.360-697-5400 i 1 I :7ec 20 06 10: 28a George Wittler 3606975400 p. 2 , Goorga B.Wfter AIA Mason County Department of Community Development Building Inspections 426 W Cedar Street Shelton,WA 98548 December 19,2006 Project: Hudson Residence,Permit#BLD 2006-00268 Subject: Concrete stem wall revision for foundation wall,footings and drainage. Dear,,Building Inspector Attached herewith: Concrete stem wall details are provided for an interior/exterior back filled concrete stem wall condition and attachment to an existing wall.Also,concerning interior footings,anchors and rebar doweling,the use of epoxy material indented for the use of setting these materials is structurally acceptable,minimum anchor depth is 4 inches or per manufactures specifications. Floor stabs and interior footings place over disturbed sub-grade shall be compacted to 95% compaction unless native soil.An alternative is to back-fill with a non-compressive material such sand or pea gravel in lieu of compacted earth. George B Wittier AIA Azon Design International. PLLC 17791 Fjord Drive NE.Suite N 140,Poulsbo, WA 98370 Direct(360)779-6699.Fax(360)697-5400,E-Mail george(r azon.us Dec 20 06 10: 26a George Wittler 3606975400 p. 3 Vz mc4to V rx,T, e /�►x.�or,RAw--rt iba ova - 'SjMrSav CSP Ve+)( 2U2, MCHOP-S O � AA K,w, MDt�uC� r'���sj��Ojr4F'� �J FT 5l-of © O O Zx T. do NJ A L�T _- O rM,424 c. tW e-,5 {vc f i r 1o� I - pM4 -P(Wlf-- NJW V,5� WZ D FLMV. Tb WMD flmW- ` De-c 20 06 10: 28a George Wittler 3606975400 p. 4 VZe. god�'•� (3 c, Yz` 54*tkq k) �� er IM, s WATH(G .470 N TS L O o V/'aa, �-' From: Dawn Twiddy To: Barbara Adkins Date: 2/14/2013 10:58 AM Subject: Fwd: RE: Brad Hudson Status Barbie, It sounds like we will need to ensure that Mr. Hudson's records are secured and preserved as they currently are now for 6 years per our record retention schedule. We are waiting for the attorney, Dale Kamerrer to respond before we can accept the closure and hold of records and once I get that notice I will let you know. Is there any way to make note in the computer system and his file not to make changes should he come in and request to start moving forward on any building changes to his home? Dawn >>> Mike Cook<Mike@wcrp.wa.gov> 2/14/2013 10:47 AM >>> Dawn, I left a voice-mail message for Dale. First I need to see if he agrees on closing the file. Second, he can opine on holding your records. I assume we would want them held for 6 years as well. Thanks! From: Dawn Twiddy [mai Ito:DawnT@co.mason.wa.us] Sent: Thursday, February 14, 2013 9:29 AM To: Dale Kamerrer; Mike Cook Subject: Re: Brad Hudson Status I would love to close the claim to. I would ask should I keep a iegai hold on the records from the planning department for the next 6 years just in case it needs to be reopened? Dawn >>> Mike Cook <Mike@wcrp.wa.gov> 2/14/2013 9:23 AM >>> Good morning all: I believe the last action on this file was Dale's letter to attorney Eugene Austin 10/24/12 ? If we have had no response we might want to consider closing the file. My file is here in storage for 6 years. It can easily be reopened. Please let me know your thoughts and recommendations. Thanks! Mike Cook Sr. Claims Analyst Washington Counties Risk Pool (360)292-4483 IMPORTANT NOTE: This communication, including any attachment, contains information that may be confidential or privileged, and is intended solely for the entity or individual to whom it is addressed. If you are not the intended recipient, you should delete this message and are hereby notified that any disclosure, copying, or distribution of this message is strictly prohibited. Nothing in this email, including any attachment, is intended to be a legally binding signature. MASON COUNTY Date Stamp Department of Community Development a 426 W. Cedar Street Shelton, WA 98584 — _ Phone: (360)427-9670 ext. 352 Isla Fax: (360) 427-7798 Received by: 1,� PUBLIC RECORDS REQUEST FOR Nam Phone Address Fax City, State, Zip . Emai i ,:G ie Z &-,w Parcel No. ____-__-__ __ Parcel Address Owner T� Z/),P Previous Owner Type of Records: ❑ Building Department Records ❑ Planning Department Records Record(s) requested: Please describe a specific identifiable record. Include document name, number or date if known. p/c,.As pro�,' oc-or7e-y-W e qIloe. 71 4;1 5 l9 or e yrrde-/lf;�6 rec� Aoa; �b�'nSG�geoll��Q� ShEet'��10�r,�er 4DI�.. 1 crZ � sv�.1G�la'�"1D►'�s c�4� 2' I would like to inspect the r or (s) at no chargg wh icL1 ,S[A-,PP/i ed cc,IC-5- y I would like a copy of the record(s): ❑ Mailed ❑ Faxed ai ai i eCirO is r t -Ved p Please allow 5 business days for a response to your request. RCW 42.56.520 I agree to pay all copy charges pursua to Mason County's fee schedule. RCW 42.56.120 I certify the information obtaine ro this request will not be used for commercial purposes. RC.W 42.56.070(9) Requestor Signature Date OFFICIAL USE ONLY ❑ 5-Day response Date ;.. ��� `� � 4". `.a`is�`4 �*��+xa 4 ``' �'v 'L ,"``�`''i �'L � � ME 01 Search Criteria Used ❑ Scanned Records ,c• `* � ❑ Parcel Files 4 ❑Permit Center ON ❑ Tidemark Files ` �. , ❑ Email Search ' s 4 ❑ Planning Dept. ❑ Meeting Notes -N . ❑ Plan Vault ti4� ❑ County Archives �a4ti�ktwt,� MINE Request Closed -By: L� Date: !3 l 1`7( i Records were: ❑ Mailed ❑ Faxed Emailed ❑ Picked up Fees Due $a . Notes �jIIJ%�C�(.1.,� �o Make checks payable to the Mason County Treasurer (9/7/2011) Debbera Coker- Fwd: RE:-Brad Claim for Damages Page 1 From: Barbara Adkins To: Debbera Coker Date: 9/1/2011 8:09 AM Subject: Fwd: RE: Brad Hudson Claim for Damages See message below. Would you like me to participate? >>> Dale Kamerrer <dkamerrer(a)lldkb.com> 8/31/2011 5:30 PM >>> This is primarily for Barbara. I would lik d' ussL s thee �aspects of this claim with Plans Examiner/Building Inspector, Debbera Coker, at he nvenience. If she Id call me on Thursday or Friday, that would be fine. I'll be in court on Tuesd y, 9/ ,�so the next day I w e in the office is 9/7. It would be helpful if she could have the claim file in fr nt of her when she calls, an arbara, if you want to participate and make this a conference call, that wou be fine. I'm at 754-3480. Also, is Mike Core the inspector who no longer rks for Mason County? Thanks. Dale Kamerrer From: Dawn Twiddy [mai Ito:DawnT(d-)co.mason.wa.usl Sent: Tuesday, August 30, 2011 4:46 PM To: Barbara Adkins; Dale Kamerrer; Mike Cook Subject: RE: Brad Hudson Claim for Damages Dale, Emmett Dobey will be dropping the plans off tomorrow morning. I have also attached a copy of all the documents I have on file for Mr. Hudson. Let me know if you have any questions or need more information. Dawn Dawn Twiddy Risk Manager Mason County (360) 427-9670 Ext. 422 IMPORTANT NOTE: This communication, including any attachment, contains information that may be confidential or privileged, and is intended solely for the entity or individual to whom it is addressed. If you are not the intended recipient, you should delete this message and are hereby notified that any disclosure, copying, or distribution of this message is strictly prohibited. Nothing in this email, including any attachment, is intended to be a legally binding signature. >>> Dale Kamerrer<dkamerreralldkb.com> 8/30/2011 2:41 PM >>> Dawn: Could I also have a copy of any letter you sent to Mr. Hudson, and copies of any other documents that he gave you? Thanks. Dale From: Dawn Twiddy [ma i Ito:DawnT(a-)co.mason.wa.usl Sent: Tuesday, August 30, 2011 2:17 PM To: Barbara Adkins; Dale Kamerrer; Mike Cook Subject: RE: Brad Hudson Claim for Damages Dale, should be able to get them over there by tomorrow. (9/6/2011) Debbera Coker- Hudson claim Page 1 From: Debbera Coker To: dkamerrer@lldkb.com CC: Adkins, Barbara Date: 9/6/2011 10:35 AM Subject: Hudson claim Hello Mr. Kamerrer, In order to prepare for our conversation tomorrow at 9 am I obtained information from Barb Adkin's office including a copy of the construction plans. One of our staff members, Phyllis Burnison, made a copy of the construction plans provided by the Mrs. Hudson last week. I requested that a second copy be made for our office and also assisted in copying part of the plan. While reviewing the copied plans I find that they appear to be incomplete. The plans that I have only contain pages 1-20 and page B. Page 20 is pieced together because staff was not able to send the full-sized sheet through the large format copier without jamming. In addition our copy does not include the approval stamps which also identifies the number of pages and other attachments. I believe your office received that page which would tell you that there are 'X' amount of plan pages and engineer's calculation pages. That information would be helpful in determining what is missing. Plan page B does state that there are 32 pages of engineering documents. There are references to"S" pages which are not included in the set I have. In addition the engineer's calculations are not included. Plan page 5 references S sections 1.2, 1.3, and 1.4 but the referenced details are not provided. Cross-section pages 9, 10, and 11 do not contain specific foundation details. Note 4 on page 9 reference foundation dimensions per local code. Notes on detail C and F specify that the stem wall is per plan. No where within the plan pages provided do I find specific foundation reinforcement or engineer details and notes. Hopefully we will be able to have a good conversation but I am sure that all plan pages will be needed in order to properly evaluate or discuss the approved design of the structure. Debbera Coker Mason County Building Department Building Inspector IV/Code Enforcement Phone: (360)427-9670 ext 510 FAX: (360) 427-7798 e-Mail: DLC@co.mason.wa.us PO Box 186 426 West Cedar Street Shelton, WA 98584 (9/7/2011) Debbera Coker- Fwd: RE: Brad Hudson Claim for Damages Page 2 Dawn >>> "Mike Cook" <Mike(a)_wcrp.wa.gov> 8/30/2011 1:49 PM >>> That works for me. If you get lost and leave them at our office I could walk them over to Dale but the sooner he gets them the better. Thanks!! From: Dale Kamerrer[mailto:dkamerrer(aD_lldkb.com1 Sent: Tuesday, August 30, 2011 1:48 PM To: Dawn Twiddy; Barbara Adkins Cc: Mike Cook Subject: RE: Brad Hudson Claim for Damages Dawn: Why don't you deliver them to me. No rush, so combine the trip with something else you need to do here. We're at 2674 R.W. Johnson Blvd. S.W., Tumwater. Right across the parking lot from WCRP. Dale From: Dawn Twiddy [mailto:DawnT(@co.mason.wa.us1 Sent: Tuesday, August 30, 2011 12:35 PM To: Barbara Adkins; Dale Kamerrer Cc: Mike Cook Subject: RE: Brad Hudson Claim for Damages Dale and Mike, I have the copies of the building plans that we asked Mr. Hudson for. They are large enough that I should probably drive them over rather then putting them in the mail. Should I deliver them to you Mike or to Dale? Dawn Dawn Twiddy Risk Manager Mason County (360) 427-9670 Ext. 422 IMPORTANT NOTE: This communication, including any attachment, contains information that may be confidential or privileged, and is intended solely for the entity or individual to whom it is addressed. If you are not the intended recipient, you should delete this message and are hereby notified that any disclosure, copying, or distribution of this message is strictly prohibited. Nothing in this email, including any attachment, is intended to be a legally binding signature. >>> Dale Kamerrer<dkamerrerL-Dlldkb.com<mai Ito:dkamerrerd)lId kb.com>> 8/23/2011 9:53 AM >>> Dawn and Barbara: Barbara, thank you for the information. Dawn, would you send a letter to Mr. Hudson containing essentially the following text(I am assuming the DCD/Building Dept can make these copies and staff will be alerted that if Mr. Hudson comes in for that purpose the copies will be made at no charge to him): Dear Mr. Hudson: 9/7/2011) Debbera Coker Fwd: RE Brad Hudson Claim for Damages Page 31 (If you have not already acknowledged receipt of the claim, insert that at the beginning.) The Building Department does not retain building plans after six months have passed following final inspection. Therefore, in order to evaluate your claim, we need to receive a complete copy of those plans. If you do not have the ability to make copies of the plans due to their size, please bring them to the Department of Community Development/Building Department where they can be copied and your originals returned to you. Bring a copy of this letter to the department and the counter staff will make the copies at no charge. Sincerely, etc. Thank you for your assistance with this matter, and please let me know if Mr. Hudson brings in the plans and whether copies of them are available. (The department may want to make an extra copy to retain in connection with the handling of this claim.) Dale Kamerrer -----Original Message----- From: Barbara Adkins [mailto:BarbarAa-co.mason.wa.usl Sent: Tuesday, August 23, 2011 9:35 AM To: Dale Kamerrer Subject: Re: Brad Hudson Claim for Damages Dale What you have is all we have. Construction plans are destroyed 6-months after the final inspection is performed. Mr. Hudson had a final inspection in June 2008. Also, the inspector for this project no longer works for the County. Debbera Coker is familiar with the situation, she is a Plans Examiner/Building Inspector, who has had to review the file recently due to Mr. Hudson's claims. Between myself and Ms. Coker, we'll provide you whatever assistance we can. Thanks, Barbara Barbara A. Adkins, AICP Director, Department of Community Development Post Office Box 279 Shelton, WA 98584 360/427-9670 ext. 286 Email: Barba rA co.mason.wa.us<mailto:Barba rA(a)-co.mason.wa.us> >>> Dale Kamerrer<dkamerrer(d-)lldkb.com<mai Ito:dkamerrer(o)lId kb.com>> 8/22/2011 3:49 PM >>> Barbara: I am the attorney representing Mason County in the Brad Hudson claim matter. Dawn Twiddy directed me to you for information on the Building Department's involvement with this matter. The claim materials that Mr. Hudson submitted are quite lengthy, so I haven't attached them here, hoping that you have already seen them. If not, I can email them or send copies by regular mail. My initial question is whether you have a set of the building plans that apply to the Hudson house. If so, can you copy them and send the copy to me at the address below. Otherwise, I will ask that a set of copies be requested (9/7/2011) Debbera Coker- Fwd: RE: Brad Hudson Claim for Damages Page.4 from Mr. Hudson by Dawn. Once I have had a chance to review the plans, I'll probably have questions for you and the inspectors on this project. We'll set a time for that after I've seen the plans. If you have any questions about my request, please let me know. Dale Kamerrer Law, Lyman, Daniel, Kamerrer & Bogdanovich, P.S. P.O. Box 11880 Olympia, WA 98508-1880 (360) 754-3480 (360) 357-3511 fax NOTICE: This communication may contain privileged or other confidential information. If you have received it in error, please advise the sender by reply email and immediately delete the message and any attachments without copying or disclosing the contents. Thank you. J MASON COUNTY RISK MANAGEMENT 411 North Fifth Street Shelton, WA 98584 Phone: (360) 427-9670 ext. 422 Fax: (360) 427-8437 September 7, 2011 Brad Hudson 351 E Jobes Court Belfair, WA 98528 RE: Mason County Claim for Damages C11-27 Dear Brad, After reviewing the documents that you recently brought in I would like to request a few more that seem to be missing but are vital to be able to evaluate your claim. I need a copy of the structural detail sheet 1.3S, and additional structural analysis documents prepared by MDT Engineering, which will include structural calculation sheets numbered 10, 11, and 12 (vertical analysis), plus foundation sheet 13 and any additional sheets in that series. (We have 26 pages of the engineering sheets, but the MDT Engineering package says there are 32 sheets.) If you do not have the ability to make copies of the requested documents please bring them to the Department of Community Development/Building Department where they can be copied and your originals returned to you. Bring a copy of this letter to the department and the counter staff will make the copies at no charge. If I can be of any assistance you can reach me at 360-427-8422. Sincerely, Dawn Twiddy Mason County Risk Manager C: Washington Counties Risk Pool Mason County Prosecutor DCD Mason County Claim for Damages Form Received u >(" 'JUL 85 2011 Claim No. Date Received Mason County - _ Risk Manager !RN a„.ram This Claim for Damages form is provided solely for accommodation to claimants,and the County makes no id representations as to its legal sufficiency. Responsibility for complying with all requirements of the State Law regarding claims rests with the claimant. Mason County employees are not authorized to advise a claimant in completing this form or reviewing its sufficiency. Mason County expressly disclaims responsibility for any such advice or review. If claimant needs more space to answer items, additional sheets may be attached with specified item number. Send or deliver completed claim for damages form to: CLERK OF THE BOARD OF MASON COUNTY COMMISSIONERS 411 North 5t'Street, Shelton,WA 98584 Business Hours:Monday through Thursday-8:00 a.m.to 5:00 p.m. CLAIMANT INFORMATION Claimant's Name:;a,�A= 4L-*,L>S J Date of Birth: 14-45 If Married and Community Property Claim, Spouse's Name: Ale, ,K—,A . 4 nga t Current Residence Address: gc Ac> S Ai V Z4�1 Residence Address on Date of Incident(If different): Daytime Telephone: 3Lc, z z_3 ' Evening Telephone: zcx!_1-4k4 Email: oi,(Q ,slcco, INCIDENT INFORMATION State the date,time and place the injury and/or damage occurred: ZLA4Ae 2ccA, —ro 62 Describe in detail how the injury and/or damage occurred: An-ArACp "'A" Provide the names and, if known, address and telephone numbers,of all persons involved in or witness to this incident: •r�• 4'P1�. j Lii.� "" [� ,IJTV >tW,-NICSiL>NZLX Provide the names of all county employees having knowledge of this incident Ll:r _►ram�, ` G Claim for Damages—Page 1 of 2 Was this incident reported to or investigated by law enforcement, safety or security personnel? &L If yes, provide the name of the investigation agency and officer. DAMAGES INFORMATION Describe your injury and/or property damage: '�ar5sLp LL L a-��c � �wl�—r i�„cr TJ A�LOZI�JJ►i« Tom. A PPe, L) n If your vehicle was damaged, provide year, manufacturer, model and mileage and attach copies of all accident reports: JA- Describe the cause of your injury and/or property damage: � CA!L- .2-- rx FL-,J-5,t3,L,Tt6s Awb r4G' tad► >>�L-� �`FIo�L-t{J Z� If you are claiming personal injury, have your injuries been treated by a health care provider?_L_If yes,then attach copies of all billings and medical reports for hospitalization and treatment. If you are claiming property damage, do you have estimates or invoices for repairs or replacement? _If yes, then attach copies of all written repair or replacement estimates and/or invoices. Has an insurance company paid for your injury, medical expenses or damages? Has Medicare, Medicaid, or the Department of Labor&Industries or other Worker's Compensation paid for your injury or medical expenses? If yes to either question, provide the name of the payer and the amounts paid: JJA Explain the items of monetary damage you claim: (3) 110, t�i�,�r s>`l '-f-,i A t` u.a g9SZ2s I hereby claim total damages from Mason County in the amount of$ 3--'�101 , 115L�Xx This Claim for Damages must be signed by the Claimant, by a person appointed as attomey-in-fact for the Claimant under a written power of attorney, by an attorney admitted to practice in the State of Washington on the Claimant's behalf, or by a court-approved guardian or guardian ad litem on behalf of the Claimant. I declare under penalty of perjury under the laws of Washington that the information submitted in this Claim for Damages is u nd correct. ZS SL.-L- ' 11 i nature of C imant Date Signed Place Signed Claim for Damages—Page 2 of 2 Risk Pool Prosecutor Department Attached"A" The damages occurred while Brad Hudson was deployed with the Navy to Japan for 7 months. Patrick Beaulieu was contracted to build a Lindal Cedar Home purchased at Gallup of Tacoma. Melissa and I through email noticed problems with the foundation but were unsure exactly what the scope of the problem was, and wanted a third person to check. On 26 May 2006 UC checked the site and wrote "unsure why here, already passed" on something that had previously failed, and then passed it. On 05 June 2006 foundation was passed with pony wall construction and no bump out for the mud room which were not in accordance with the approved set of plans. Then again on 17 October 2006 Melissa specifically called out an inspector due to concerns about the foundation, LDK came to site, noticed some minor issues, but passed the house anyway. Due to this gross error our house was not built according to plan. Nor within the one year time allotment for construction loans. We had to refinance our mortgage, take out a larger loan to correct the known problems. Our contractor was not truthful and had no idea how to connect the mud room to the existing structure or how to backfill dirt that would be in contact with wood. We had to pay for the pony wall material out of pocket because it was not in the build package from Lindal due to the fact that the engineered plans called for full height concrete walls. We had to fire our contractor for not following the plans and not being truthful and hire a second contractor to finish a build with other unknown problems. Our house is now supported by wi We still need to repair the pony walls and are unsure of the load support of these walls to hold up our house. 11Page Attached"B" 1) Patrick Beaulieu (Original Contractor) 4309 Steamboat Island Rd Olympia WA 98502 1-360-866-4702 2) MDT Engineering (Original Engineered Foundation Wall) 31403 South 44th Ave S Auburn WA 98001 1-252-887-8725 3) Mike Munson (Seller) Gallup Building & Design 3726 Pacific Hwy E Tacoma WA 98424 1-253-922-0220 4) Bud Gallup (Owner of Gallup Building and Design) Gallup Building & Design 3726 Pacific Hwy E Tacoma WA 98424 1-253-922-0220 5) David Gates (Lawyer for Hudson' s) Bishop Cunningham & Andrews 3330 Kitsap Way P.O. Box 5060 West Hills Station Bremerton WA 98312 6) Justice Robert F. Utter Ret. (Arbitration) 7) George B Wittler (Second Engineered Foundation Wall) Azon Design International 17791 Fjord Drive NE Suite N140 Poulsbo WA 98370 1-360-779-6699 11Pabe Z/P� Attached"B" 8) Tim Shelton (County Commissioner) 9) Debbera Coker (Lead Plans Examineer) 426 W. Cedar P.O. Box 186 Shelton WA 98584 1-360-427-9670 ext 510 10) Mark (Sight Overseer ?) 426 W. Cedar P.O. Box 186 Shelton WA 98584 1-360-427-9670 ext 357 2 1 P a g e Attached"C" 1) Justice Robert F. Utter Ret. (Arbitration) 2) Tim Shelton (County Commissioner) 3) Debbera Coker (Lead Plans Examineer) 426 W. Cedar P.O. Box 186 Shelton WA 98584 1-360-427-9670 ext 510 4) Mark (Sight Overseer ?) 426 W. Cedar P.O. Box 186 Shelton WA 98584 1-360-427-9670 ext 357 11Page i f{ i vS >&s \ These floor ties are placed every 16 inches which coincides with the distance between wall studs. There are no supports on either side of the other 2x6's holding up the house. These picture's show "pony wall" construction where their should be F a: solid 8 ft 2.5 inch ' concrete walls. f4f �_ t � a= r; ..yaaa^^Yhe>>.it' " � 1 a g w w� ° 2 ' `[ °. t A Yr �a This is a picture of the This is a picture of a 2x6 This is a picture of the 2x6 closest to the inside Holding up the house 2x6 closest to the of the house. Notice structure outside of the house. less than 13/16ths of an Notice less than inches are in contact �� 11/16ths of an inches with base ledger board. l �( � a are in contact with base ledger board. 3- A MAN < e. These pictures are of our county approved set of plans dated 3/17/06 with a note stating "Changes Submit changes for approval prior to performing work" f a i F emu. e These pictures show all the cross -- sections to the basement with a concrete vertical height of 8 ft 2.5 inches jf -ROBB � di Lti v J I)o c,o n T � da SEP 19 M MASON COUNTY m spa, andr COMMISSIONERS �2 a � a` a • Ape) � 6'd b£Z-SLZ-09E uospnH P'aaB's-IN PUO'aW laM60 L6 66 d,�, a �z ►'. 09 ?•az �w r .. 00 w LL z� m YE LLI S c W 1- O 0:2 0 �oa3 W Z FW m%ua, o , .,.i.:•r.;. .0 :,r,1. ..�,. �r:;b ,� 5 a es(01 Plausi�i�. �P,4k11eat§�tt�ab s engin•�it �tgt�p6Vae>il p .. • i teu?atck. n, s a. �. �fe 2 2 NAIL 2x4 TOP FAIL TO POST FROM TOP w/ 1413-C 2x4. (3)16d FINISH NAILS,TO 2x2'a w/(I)16d GALV. o z FINISH NAIL. .>,Ig}:, I N, o o o WHERE RAILING MEETS CONTINUOUS POST Z o TO ROOF. J05 NOTCH 0413,2x4 CAP o a J' o s •413-C,2x4 RAIL o or m c o AROUND POST. 4 o Ep w rn o 3 `o o a STIFFENER `F i c�a a g o g N N E iX 4501-C, INTE RIOR 2x2 0502-C, 4x4 POST z -' RAILING BEYOND BEYOND g I O501-C, INTERIOR 2x2 RAIL W 0502-C, 4x4 POST I at 53/8"oa.or LEss N m at W-0"ox"MAX. I SO THAT A SPHERE 4" IN r � I. I DIAMETER CANNOT FIA55 C"iI z BETWEEN BALUSTERS v=i _ m C It z z u '418,2xI0 TRIM. iHLSE PLANS MUST BE I ►415,2x10 TRIM z x z THI$Q�RIJ§ }$lt� T B6 N w d) Q .e SHEATHING =ER PLAN FON Tt1_R'L pjT9 I SHEATHING PER PLAN 0 G G 0 FLOOR JOIST FOR INSPECTION FFLOOR JOIST PER PLAN- PER PLAN M LL CURRENT INGTON STATE CODESC (2)3/8"0 x 6"CARRIAGE BOLTS PER POST CN.IGJ yi " -IL W SUi3N11TIC11-(AhJLie�FO�I{�AfiF'}{!'�ifkL'AL � Q PfEfQF(�TU'i��R'FO'a�ilNt#V�ibYtid;l� 1 3-0'168, Ibd C � GALV.FINISH Sj pp m EACH 2x2 O I d) 1.1/2"JOB NOTCH 4x4 FLOOR BEAM PER PLAN z An POST at FAcr 2x2 RAIL L , W oLn w _ o o fan to w o 0' U) ..� 2 0LIGR503 < �5 ORDER NUMBER jpGE KS 40154 20