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Home My WebLink AboutBLD2021-01645 Bulkhead Addition - BLD Application - 10/25/2021 MASON COUNTY COMMUNITY SERVICES Permit No: PERMIT ASSISTANCE CENTER: BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98584 RECEIVED Phone Shelton:(360)427-9670 ext.352-Fax.(360)427-7798 Phone Belfair.(360)275-4467-Phone Elms:(360)482-5269 BUILDING PERMIT APPLICATION OCT 5 2021 PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: //er treet NAME: 4 164 Fu w & GG C-, NAME: 5a r-� bri c-Ol ti C-pr'7Gl V 0hoij /eta. MAILING ADDRESS: /Z ll.5- �5'`� 57- C r E MAILING DRESS: l-V 8o)( m r� CITY: ey✓ryd STATE: uM ZIP:-ff 37 CITY: r STATE: _7tIP: 995 28 PHONE#1: PHONE: 0-S7 - o1�I CELL: X vI- 01- PHONE#2: EMAIL : rihco�Y)C_0v15�n cftJ� ��ycr tc,c, orb EMAIL: L&I REG# --ARL LG C,910_Q-r EXP. %Z/ l9/ PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER NAME EMAIL �y, [v� zo 'ro-cowl MAILING.ADDRESS JOV R_.__ 99-1_ CITY_ge-i t�,- 9rATE IA14- ZIP 29,510 PHONE ILP -275 -937f CELL PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) Z 2 06'- 6-o- '00 r'-0`- ZONING LEGAL DESCRIPTION(Abbreviated)C'ofbi, 8erAc k 7-M J4 7,M q W //Z- FIRE DISTRICT IMP.l1�tr SITE ADDRESS J!ffgl7 E 57�,�C- Rou'4- /0,6 CITY_Ij L-lea-, ' DIRECTIONS TO SITE ADDRESS .4/14/ Sly PT S� /O IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YESA NO❑ SNOW LOAD: psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER K LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW❑ ADDITION❑ ALTERAT/ION R( REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Bldg, IS USE: PRIMARY❑ SEASONAL(g NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg) ❑ YES(Part[s]of Bldg) ❑ NO❑ DESCRIBE WORK Z GY'L4e,G6't ✓ > -t' '"� �nG6C (N' +' s SOVARE FOOTAGE: (proposed) 1ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.& DECK sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER❑ / NEW❑ EXISTING❑ PLUMBING IN STRUCTURE? YES ❑ NO❑ If yes, attach completed Water Adequacy Form PERIMETERNOUNDATION DRAINS PROPOSED? YES ❑ NO❑ ' EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such Is by signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project. The owner or legal representative,represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)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 ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON C , „t„yLve * SI,C/, COUNTY CODE14.08.42) the OWNER) Date DE] OFF JED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT LQ PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH RECE/ evvviroteak Ev�i vk.eenVV0 VED ceotechvu,caL- Evt.V1'0V%' &evtitnL-DvA�wage o Roadwa� 615 w Alder Stree OCT?5 ?021 September 28,2021 t Earl Lincoln Construction, Inc PO Box 368 PLT- ANWWG Belfair, Washington 98528 RE: Concrete Bulkhead Repair for 18817 E State Route 106 in Belfair, Washington To Whom It May Concern; Envirotech Engineering has completed this structural assessment for adding a new 12-inch high reinforced concrete cap to an existing block bulkhead. See the accompanying drawings for a depiction of the wall repairs with respect to the existing wall. The following conclusions and calculations are provided for this project. Although we cannot assume responsibility of the existing wall,we certify that the planned modifications will improve the overall safety of the bulkhead. See the calculations below: A=4 sf Cross sectional area of new concrete behind wall B=2 ft Lateral distance of repair from toe W =600 lb weight �=30° angle of internal friction c=0 psf cohesion 5=2/3�=200 angle of wall pressures Rs=Wtan 8+cl3 Resistance against sliding 218 lb/ft additional resistance against sliding Rs=W(1/2*13) Resistance against overturning 600 lb/ft additional resistance against overturning Please contact Michael Staten at 360-275-9374 if you have any questions. Sincerely, Envirotech En ineermg P,v CLYpF ST c�oF wASyr h � 43045 0A, FGISTER� L 9/28/21 Michael Staten, P.E. Project Director p0 BoX924 Belfaiv, washiwgtovL9s528 Off. 360-2,-59374 SCALES I INCH = 40 FEET 0 HOOD CANAL xx EXISTING BLOCK BULKHEAD WITH PROPOSED CAP. SEE DETAILS AND NOTES. CLYI) ST WAsy��cgj�2 EXISTING ACCESS 41 isTGRF EXISTING H F`ss/ovAL��'`� 9/zd/af AP"OVED CAPPRX> y PROJECT/ LOCATION- BULKHEAD REPAIR FOR FRED TO ALBERT 18817 STATE ROUTE 106 // �OJ BELFAIR, WASHINGTON Amac/ ENGINEER- `P ENVIROTECH ENGINEERING PO BOX 984 BELFAIR, WASHINGTON 98528 PHONE, (360) 275-9374 DRAWN BY- DATE, MCS 9/28/21 DESIGNED BY- DATE- Mi&ael Staten, P.E. 9/28/21 SHEET T F #4 REINFDRCEMENT STEEL #4 REINFORCEMENT STEEL COATED 2 24 IN O.C. 8 24. O.C. (TYP) #4 REINFORCEMENT STEEL (2) #4 REINFORCEMENT STEEL l COATED 2 24' O.C. AS SHOWN (2) #4 REINFORCEMENT � 3' MIN/ 7' MAX PROPOSED STEEL COATED AS SHOWN PEA GRAVEL BACKFILL a #4 REINFORCEMENT STEEL 12' MAX COATED e 12 IN O.C. (TYP) • v a APPROVED 3' MIN , (MASON COUNTY MD c "•PREWRE, CLEAN, AND EMBED . ° A• v' REBAR MINIMUM [IF 6'. EPDXY ° WITH SIMPSON SET XP. MHHW (APPRX) v -2 FT CXISTING BLOCK ULKHEAD A V a BEACH . ...•.'. s °d a EXISTING ROCKL BACKFILL G 4' a a NOTES, 1. ADDITIONAL EARTH RETENTION (BACKFILL) AT A HIGHER ELEVATION THAN SHOWN ARE NOT ALLOWED FOR THIS PROJECT. 2. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 psi. PROJECT/ LOC^TMN 3. CONCRETE SHALL BE PLACED USING MECHANICAL VIBRATION. BULKHEAD REPAIR FOR FRED 4. REINFORCEMENT STEEL YIELD STRENGTH SHALL BE 40 CONCRETE REPAIR-SIDE VIEW ALBERT ksl MIN. EPDXY COATED. MW?STATE aouTE M 5. CONCRETE COVER FOR STEEL MUST BE A MINIMUM OF NOT TO SCALE IMF'M•VASHMTGN 3 INCHES. ENGINEERb 6. BRACES AND TIE-DOWNS SHOULD BE STAINLESS �,CLYDE ENVIROTECM E1IGDIEER[NG STEEL. P� sr ro MW x4 7. ALL EPDXY SHALL FOLLOW MANUFACTURERS �N of N�Sy�t ��oy OMF� v"sm y°[ses2e RECOMMENDATIONS. THIS INCLUDES PROPER PRE-DRILL SIZE, CLEANING, AND INSTALLATION. y ATE- 8. ENVIROTECH ASSUMES NO RESPONSIBILITY FOR �vNBn 9/eem EXISTING BULKHEAD. THE PROPOSED CAP IS FOR DESIGNED BY, DATE, FLOOD CONTROL ONLY, AND COULD CRACK OR MOVE IF �GT R['c,v mcncei Staten, P.E. EXISTING WALL IS COMPROMISED. Ev /STL�Na` q��?7 SHEET 9. ALL WORK SHALL BE IN ACCORDANCE WITH 2 PROPRIATE 2018 IBC, STATE AND LOCAL CODES. SHEET B4 REINFORCEMENT STEEL ' COATED 2 24 IN O.C. N4 REINFORCEMENT STEEL (2) #4 REINFORCEMENT ITYP) COATED 2 12 IN O.C. STEEL COATED AS SHOWN (TYP) PROPOSED CAP v . . e d o 1.4 da v o 12' e E o G e d e o 6' 4 d p4 C 4 Q . ° d° d °'] p 4 d d p ° ° e ° d ° ° d p d ° o d EXISTING BLOCK BULKHEAD ° d p d c 4 p 4 d. 4 46 v p o 4d ° e q e o b d ° A 4. G d v' '4 ° e v G e Q' O• Q �. e d e e a. 4 A, v e CONCRETE REPAIR-FRONT VIEW NOT TO SCALE 12' MAX STEP CAP AS NEEDED TO V CLYDE MAINTAIN 12' MAXIMUM CAP HEIGHT of WASH/ySTy�� 12' MAX 4 ti e e e a 43045 e o d 4 o GF�S�FCrsrCRE�C�r� d ° •'s/OVAL`, 9/1d,�af ° a r ° 4 d o o PROJECT/ LOCATION .e d e BULKHEAD REPAIR FOR FRED v v d 4 d e e e ALBERT p MWIF STATE MUTE WS e V BELFAIR,WASHI GTON d e p ENGINEER, EXISTING BLOCK BULKHEAD ro IW W BELFAIR,WASHI GTON 98M PHONE,OW 2r--9374 DRAWN BY- DATE, Mcs CONCRETE REPAIR-FRONT VIEW OF SAG DESIGNED BY- DA�� NOT"TO SCALE I6chn4R Staten, P.E. 9/20g SHEET 3 SHEET MASON COUNTY Mason County Permit Center Use: COMMUNITY SERVICES FLD _o� _ p3 Building,Planning,Environmental Health,Community Health 615 W.Alder Street—Bldg.8,Shelton,WA 98584 Date Revd Phone:(360)427-9670 Ext.352♦ Fax:(360)427-7798 Fee: $300.00 No fee if w/other permits ?tPA01QI--31W5 FDPO Development Permit Application Applicant: Contractor: Earl Lincoln Construction, Inc for Albert Family Earl Lincoln Construction, Inc Mailing Address: Mailing Address: PO Box 368 PO Box 368 City, State, Zip City, State, Zip Belfair WA 98528 Belfair WA 98528 Phone: ( ) Phone: ( ) 360.801 . 1540 360.501.1540 eadlincolnconstructioninc@yahoo.com Email: Email: Parcel Number: Property Address: 12206-50— 18817 State Route 106 Belfair WA 98528 I understand I am making application for a permit to develop in a designated flood hazard area. The undersigned agrees that all such work shall be done in accordance with the requirements of the County Flood Damage Prevention Ordinance,building codes and all other applicable Local, State and Federal regulations. This application does not create liability on the part of the County or any officer or employee thereof for any flood damage that results from reliance on this application or any administrative decision made lawfully thereunder. Applicants Signature: /l�.�� >�' Date: Official Use: A. Description of Work (complete for all work): 1. Proposed Development Description: ❑ New building/Addition ❑ Manufactured home ❑ Fill/grade ❑ Other: ❑ Commercial (see section D) I LL Remodel/repair to existing building (see section C)Igdd � -4bP 4--eX1'6+1 r%j 2. The parcel has been identified in the following Flood Hazard Area: lc�kh&w ❑ A )kAE ❑ AO ❑ VE 3. Are any other Federal, State or local permits required? Must attach copies of permits. ❑ Yes 11 No If yes, list type: 4. Is the proposed development in an identified floodway? ❑Yes hTNo 5. If yes to#4, a No Rise Certification must be attached. ❑ Yes )erNo FILE COPY B. Complete for New Structures and Building Sites: 1. A FEMA Elevation Certificate is required, must be completed by a Washington State licensed Surveyor. Must attach a copy of certificate. 2. Base Flood Elevation at the building site: feet NAVD 88 3. Required lowest floor elevation (including basement floor): feet NAVD88 4. In flood hazard areas without a base flood elevation (BFE), what is the highest adjacent Grade? (HAG) Structure must be a minimum of two (2)feet above the HAG. The required finish floor height is C. Complete for Alterations Additions or Improvements to Existing Structures: ******(See attached Substantial Improvement &Substantial Repair)******* 1. What is the estimated market value of the existing structure? $ 2. What is the cost/valuation of the proposed construction? $ Percentage 3. If the cost or valuation of the proposed construction equals or exceeds 50 percent of the market value of the structure, then the substantial improvement/repair provisions shall apply. Is the proposed work a substantial repair/improvement ❑ Yes ❑ No D. Complete for Non-Residential Floodproofed Construction: 1. Type of floodproofing method: 2. The required floodproofing elevation is: feet NAVD88 3. F000dproofing certification by a registered engineer is attached: ❑ Yes ❑ No E. Complete for Subdivisions and Planned Unit Developments: 1. Will the subdivision or other development contain 50 lots or 5 acres? ❑ Yes ❑ No 2. If yes, does the plat or proposal clearly identify base flood elevations? ❑ Yes ❑ No 3. Are the 100 Year Floodplain and Floodway delineated on the site plan? ❑ Yes ❑ No yr Administrative 1. AP ED: X DENIED: statement attached 2. Elevation Certificate attached: ❑ Yes ❑ No 3. As-built lowest floor elevation: feet NAVD88 Comments/Conditions: * 1 211 -40 4-or E , . o-� PoL t Mason County Flood Dafnage Prevention Ordinance 117,& International Building Codes tckv