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HomeMy WebLinkAboutBLD2009-00814 Remodel Final - BLD Permit / Conditions - 12/5/2011 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 BLD2009-00814 OWNER: RONALD MOX RECEIVED: 9/16/2009 CONTRACTOR: ZIESER CONSTRUCTION 1.360.271.3715 LICENSE: ZIESEBC077PR EXP: 9/30/2011 ISSUED: 10/16/2009 SITE ADDRESS: 31 NE MOUNTAIN LAKE DR BELFAIR EXPIRES: 4/16/2010 PARCEL NUMBER: 123051.100041 LEGAL DESCRIPTION: 4A OF GOUT LOT 1 PCL 1 OF BLA#01-04 PROJECT DESCRIPTION: DIRECTIONS TO SITE: SMALL REMODEL, ADDING TRUSSES TO THE FLAT ROOF OF THE ST RT 3, L ON ST RT 300/ NORTH SHORE RD, R ON SANDHILL RD, R ON CARPORT & GARAGE, ADDING TUSSES ALSO TO THE EXISTING BEARCREEK DEWATTO RD, L ON TIGER LAKE RD, L ON MOUNTAIN LAKE FRONT PORCH, FOR CURB APPEAL. DR, TO SITE ADDRESS ON THE LEFT SIDE General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: VB Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: Lot Size: Deck: Type of Work: ALT Fire Dist.: 2 No. of Stories: Occ. Load: Building: Garage-Attached 456 Valuation: Building Height: Occ. Status: Primary Basement: cov porch 168 Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: Ft. Front: Ft. Shoreline: Ft. Water Body: SEPA?: Model: Width: Ft. Rear: Ft. Slope: Ft. Shoreline Desi Side 1: Ft. g.. Year: Serial No.: Side 2: Ft. Comp. Plan Desig.: Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee TW 9/16/2009 $245.21 S12009000 Building State Fee DLC 10/9/2009 $4.50 S12oo9000 Building Permit Fee DLC 10/9/2009 $223,25 S120o9000 ADJUST--Plan Check Fee DLC 10/9/2009 -$100.10 S12009000 Total $372.86 BLD2009-00814 Please refer to the following pages for conditions of this permit. 1 of 3 CASE NOTES FOR BLD2009-00814 CONDITIONS FOR BLD2009-00814 1) All construction and demolition debris must be removed from the beach after project completion. Proper disposal of construction debris must be on land in such a manner that debris cannot enter or cause water quality degredation of State waters. X P�A"_ 2) 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. 3) 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 1,"X,- 4) Owner/Agent iresponsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. 5) 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 i'y.' 6) 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 revocation. X V""` 7) All property lines shall be clearly identified at the time of foundation inspection. X 8) 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 County ordinances and building regulations. X BLD2009-00814 Please referto the following pages for conditions of this permit. 2 of 3 9) 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 have prevented action from being taken. No more than one extension may be granted. X iL w 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 prow a structure for review and inspection. OWNER OR AGENT: DATE: BLD2009-00814 Please refer to the following pages for conditions of this permit. 3 of 3 `o CONCRETE MECHANICAL MANUFACTURED HOME � 3 :61 Date C) Footings t Setbacks Gas Piping By Ribbons ` X o Interior Date By Interior-Date By Date By 0 Exterior Date By Exterior-Date Bet-up D Point Load t Isolated Footings INSULATION Date By r BG/SLAB INSULATION — 0 Date By Data By FIRE DEPARTMENT Foundation Wails Floors Date By Date BY Data ._.._. By DECKS FRAMING Wails Date By Date By Data By PROPANE TANKS PLUMBING Vault Data By Date By OTHER Groundwork Attic Date By Date By Type Data By D.W.v DRYWALL Type. Int Brace Wail Date By W Date By __ _ r- Date By FINAL INSPECTION 0 m Water Line Fin Separation N m Date By Date By Date %a! By f O m W Pass or Request Inspect. c 0 Type of Insp. Fall Date Date Dane By Comments 00 CD CD Cn Ads CD -Zed� z4S—I I r!C► vt k s�S a o � N E O �w Permit# MASON COUNTY BUILDING III 426 W. CEDAR SHELTON, WASHINGTON 98584 (360) 427-9670 CORRECTION NOTICE ' Job Location This structure has been inspected by Mason County Building Department and the following VIOLATION of County Laws and Ordinances has been found: Items listed below must be cor ected to gain complia ce e5 You are hereby notified that the above corrections shall be made BEFORE PROCEEDING WITH ANY FURTHER WORK all for re-inspection when corrections are made before continuing ❑ please contact our office Ij Make corrections, items will be checked on next inspection regarding possible structural ❑ OK to damage incurred by recent "natural/man made" ❑This is not a complete inspection / disasters.This is NOT a (Date - I —/ Department ( CORRECTION NOTICE. Inspector . ,0* 4 NjT , ill*j4 ' THI � Tot qu 9 Nov 11 Zieser Built Construction, Inc. =�=1 Sit, Tim Zieser J. 360-271-3715 (cell) Kenneth H Swartz 4812 NW Eldorado Blvd i'`.; ; , Fs•. sI FRti�` � Bremerton WA 98312 r� � `�''° - ` '"''�► s'o 360-710-3625 (voice) 4L E'� 360-698-2738 (fax) / PROJECT: MOX PORCH RIDGE BEAM 1. As requested,I have evaluated the porch 2x12 ridge beam, 5-1/8 x 7-1/2" GLB rafter support, and 5-1/8 x 7-1/2" GLB ridge beam support, as shown in Enclosure(1). 2. These elements are structurally acceptable. 3. Calculations are provided in Enclosure (2), using 30 psf snow load and 10 psf dead load. Please do not hesitate to contact me if you have any questions or concerns. Respe tfully, Ke eth H w � § � � \ \ � / m 9 . . . , �: . . ��d . . � : 3�« �. . . � \��ƒ3 .� �. d x . © w ° ^»� � g . . ���_�._. : . . ��..�. ,�. �- ^: � � � ° :«y����/±\2� � � , . . .� . . � � ���«�{ . - . < > .v.,j � \ �� �^\ . ���^ \ � , � a . ��© �\��/ . ^ } ��z ^ � � . � � �9 2�\\�� � � ^�� } � y � �_ � �. . �zs . � . \�/�\ < /� � � . \ &��� ^ � �� ! » ����» � � ��\�� � � � g�y� �\ - . !� a , � :/ i . . . « �� \� y� � } . . } } _ ? . : ���� ! \ ) ^�������^f_� � \ � . ` � . . . - \� �} .,, m.�� �/ _ J; � ,.� ��—=�6{ � ��6� �� . ! /� i W 1 I _ I _ ' f C i 2 SeamChek v2006 licensed to. Swartz Engineering Reg#4 1 51-64 742 Mox porch ridge beam Date: 6/18/11 Selection 2x 8 HF#2 Lu =0.0 Ft Conditions NDS 2001 Min Bearing Area R1=2.1 in R2=2.1 in DL Defl 0.03 in Data Beam Span 6.0 ft Reaction 1 LL 630# Reaction 2 LL 630# Beam Wt per ft 2.64# Reaction 1 TL 848# Reaction 2 TL 848# Bm Wt Included 16# Maximum V 848# Max Moment 1272'# Max V(Reduced) 677# TL Max Defl L/ 180 TL Actual Defl L/542 LL Max Defl L/240 LL Actual Defl L/729 Attributes Section 03 Shear in2 TL Defl in LL DO Actual 13.14 10.88 0.13 0.10 Critical 13.01 5.89 0.40 0.30 Status OK OK OK OK Ratio 99% 54% 33% 33% Fb (psi) Fv(psi) E (psi x mil) Fc (psi) Values Base Values 850 150 1.3 405 Base Adjusted 1173 173 1.3 405 Adiustments CF Size Factor 1.200 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe= 0.0 Loads Uniform LL:210 Uniform TL: 280 =A Uniform Load A 0 Q R1 = 848 R2= 848 SPAN =6 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006 licensed to: Swartz Engineering Reg#4151-64742 ' Mox porrch rafter support Date: 6/18/11 Selection 2x 8 HIP#2 Lu = 0.0 Ft Conditions NDS 2001 Min Bearing Area R1= 1.4 in R2= 1.4 in DL Defl 0.02 in Data Beam Span 6.0 ft Reaction 1 LL 405# Reaction 2 LL 405# Beam Wt per ft 2.64# Reaction 1 TL 548# Reaction 2 TL 548# Bm Wt Included 16# Maximum V 548# Max Moment 822'# Max V(Reduced) 438# TL Max Defl L/ 180 TL Actual Defl L/839 LL Max Defl L/240 LL Actual Defl L/>1000 Attributes Section in3 Shear in2 TL Defl in LL Defl Actual 13.14 10.88 0.09 0.06 Critical 8.41 3.81 0.40 0.30 Status OK OK OK OK Ratio 64% 35% 21% 21% Fb(psi) Fv(psi) E (psi x mil) Fc I (psi) Values Base Values 850 150 1.3 405 Base Adjusted 1173 173 1.3 405 Adiustments CF Size Factor 1.200 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le=0.00 Ft Kbe= 0.0 Loads Uniform LL: 135 Uniform TL: 180 =A Uniform Load A Q R 1 = 548 R2= 548 SPAN =6 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2006licensed to: Swartz Engineering Reg#4151-64742 Y Mox porch ridge beam support Date: 6/18/11 Selection 4x 8 HIP#2 Lu = 14.0 Ft Conditions NDS 2001 Min Bearing Area R1= 1.2 in R2= 1.2 in DI- Defl 0.18 in Data Beam Span 14.0 ft Reaction 1 LL 315# Reaction 2 LL 315# Beam Wt per ft 6.17# Reaction 1 TL 467# Reaction 2 TL 467# Bm Wt Included 86# Maximum V 467# Max Moment 3119 W Max V(Reduced) 463# TL Max DO L/ 180 TL Actual Defl L/275 LL Max Defl L/240 LL Actual Defl L/394 Attributes Section W Shear in2 TL DO in LL Defl Actual 30.66 25.38 0.61 0.43 Critical 30.41 4.03 0.93 0.70 Status OK OK OK OK Ratio 99% 16% 65% 61% Fb (psi) Fv(psi) E (psi x mil) Fc L (psi) Values Base Values 850 150 1.3 405 Base Adjusted 1231 173 1.3 405 Adiustments CF Size Factor 1.300 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.9685 Rb= 13.53 Le=25.76 Ft Kbe=0.439 Loads Point LL Point TL Distance 630 B= 848 7.0 Pt loads: 0 Q R1 =467 R2 =467 SPAN = 14 FT Uniform and partial uniform loads are Ibs per lineal ft. Page 1 of 2 Date: March 23, 2010 Case No.: 10-10-0315A LOMA Federal Emergency Management Agency Washington,D.C.20472 <qh"D StiG LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT REMOVAL COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION MASON COUNTY,WASHINGTON A portion of Government Lot 1, Section 5,Township 23 North, Range (Unincorporated Areas) 1 West, Willamette Meridian, as described in the Statutory Warranty Deed, recorded as Document No.460476, in Reel 368, Frame 763, COMMUNITY in the Office of the Auditor, Mason County,Washington COMMUNITY NO.:530115 NUMBER:5301150070C AFFECTED MAP PANEL DATE:5/17/1988 FLOODING SOURCE:TIGER LAKE APPROXIMATE LATITUDE&LONGITUDE OF PROPERTY:47.519, -122.826 SOURCE OF LAT&LONG:STREETS&TRIPS 2009 DATUM:WGS 84 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST WHAT IS CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET REMOVED FROM FLOOD FLOOD GRADE ELEVATION SECTION THE SFHA ZONE ELEVATION ELEVATION (NGVD 29) NGVD 29) (NGVD 29 — — — 31 Northeast Structure C 497.1 feet 598.9 feet — Mountain Lake Drive Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any qiven year(base flood). ADDITIONAL CONSIDERATIONS Please refer to the appropriate section on Attachment 1 for the additional considerations listed below. PORTIONS REMAIN IN THE SFHA ZONE A This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the structure(s) on the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, LOMC Clearinghouse, 6730 Santa Barbara Court, Elkridge,MD 21075. Kevin C. Long,Acting Chief Engineering Management Branch Mitigation Directorate Page 2 of 2 Date: March 23,2010 Case No.: 10-10-0315A LOMA Federal Emergency Management Agency Washington,D.C. 20472 ND SEGJ LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. ZONE A (This Additional Consideration applies to the preceding 1 Property.) The National Flood Insurance Program map affecting this property depicts a Special Flood Hazard Area that was determined using the best flood hazard data available to FEMA, but without performing a detailed engineering analysis. The flood elevation used to make this determination is based on approximate methods and has not been formalized through the standard process for establishing base flood elevations published in the Flood Insurance Study. This flood elevation is subject to change. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency,LOMC Clearinghouse,6730 Santa Barbara Court,Elkridge,MD�21075. Kevin C. Long,Acting Chief Engineering Management Branch Mitigation Directorate