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HomeMy WebLinkAboutBLD2021-01509 SFR - BLD Application - 10/7/2021 PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: R2r,� wvk �' � j u Lam. NAME: {Ze�.D 6m✓ 1�o a 4- LLL MAILING ADDRESS: 170�-Fy`c'YL 'st MAILING ADDRESS: (-70 F� CITY: L STATE:`? IP: ��' �/ CITY: L�4-PfQ STATE: ZIP: g �� PHONE :# 3 G 0 9 R-7 4 s PH PHONE#2: -7 O !P 6 EM ' EMAIL: 73 ST/2f Flo L&I REG# I?� nf7rj�7�s21rtit'� EXP. 7 //?.l PRIMARY CONTACT: OWNER CONTRACTOR OTHER❑ NAME T A-- EMAIL �� W N->�P�"&gfw MAILING ADDRESS2!�� CITY �� STATE //� ZIP PHONE 3�J ENZ b -7/ PARCEL INFORMATION: 14-fl71v PARCEL NUMBER(12 Digit Number) 7„0 `,—C? ��yG�/ ZONING a/& '-2, LEgFI� ,�6R/IcPtl�r'e M � 6G?-f-3 l �/ FIRE DISTRICT SITE ADI�RESSIy CITY �} �c 7 DIREC IONS TO ITE ADDRESS t1V ail 3 fuv�v ti �r. 6 S to S-/ 1-1 aAnb g �� IS THE PROJECT WIT N 300 FT OF LO E(S)GREATER THAN 14%: YES❑ NUK SNOW LOAD: psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM❑ TYPE OF WORK: NEW ADDITION ❑ ALTERATION ❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE (Residence,Garage,Commercial Bldg,Etc) IS USE: PRIMARY 0 SEASONAL❑ NUMBER OF BEDROOMS NUMBEREB@F—RPV — HEATED STRUCTURE? YES (Whole ZK YES (Part[s1 of Bldg) ElNO El DESCRIBE WORK /t)S fnd A3 �4- Ake El SQUARE FOOTAGE: (proposed) Llq Ry 615 W. Alder Street IST FLOOR sq.ft. 2ND FLOOR sq. t. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK f 1�O sq.ft. STORAGE sq.ft. OTHER sq.ft. GARAGE�aO sq.ft. Attached❑ Detached❑ CARPORT sq.ft. Attached❑ Detached❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF TITS FLOOR PLAN REQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC ❑ SEWER / NEW EXISTING ❑ PLUMBING ySeTT UCTM YES [� NO El If yes, attach completed Water Adequacy Form PERIMEIV I TER/FOUNDATION 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 PE MIT APPLICATION OF IN PAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON LLB COUNTY CODE 14.08.42) i e WN R Must be signed I the OWNER Date J,? 1 -,7,) _7-z MASON COUNTY COMMUNITY SERVICES Permit No: 2f-6150 / PERMIT ASSISTANCE CENTER: •BUILDING •PLANNING •FIRE MARSHAL R E C E I V it 615 W. Alder St- Shelton, WA 98584 Phone Shelton:(360)427-9670 ext. 352• Fax:(360)427-7798 OCT 0 ] 2021 •� Phone Belfair:(360)275-4467• Phone Elma:(360)482-5269 615 W. Alder Strtr PLUMBING & MECHANICAL PERMIT APPLICATION OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: EeA >� Ll-� NAME: y- MAILING ADDRESS: /-7 �- MAILING ADDRESS: "0 CITY: L �360 STATE:JV0— ZIP: CITY: GCW�N STATE: 0 7IP9 IS`PHO E �o�7 PHONE }�o27/S7� CELL: Z Cx� 2nd PHONE: D -7 Z &Q EMAIL . ;�,(-},t, 1�1yNS �iX EMAIL:1�f�� S 14-1VO4 L&I REG# 9C=QDOD�4sL1iv►T Ems•Z/�/Zz. PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number): i a�,b-'" G _0q Zoning: LEGAL DESCRIPTION(Abbreviated): ✓IC-e( SITE ADDRESS: %e CITY: DIRECTIONS TO,SIT DDRESS: i TYPE O JOB: NEW ADD ALT REPAIR OTHER USE OF BUILDING LOCATION OF FIXTURES/UNITS—IST FLOOR 2ND FLOOR ✓ BASEMENT GA G OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric LPG Natural Gas Ductless Toilets Type of Unit No.of Units Fees Bathroom Sink __ Furnace Bath Tubs _�_ Heat Pump M N o Showers �I-` Spot Vent Fan 3 Water Heater I Propane Tank Clothes Washer f Gas Outlets Kitchen Sinks S Wood/Gas/Pellet Stove Dishwasher I Kitchen Exhaust Hood Hose bibs Dryer Vent ! Other Solar Panel Other Base Fee Base Fee TOTAL PLUMBING TOTAL MECHANICAL OWNER acknowledge 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 contractor.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 authorized agent 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 OFTHIS PERMIT IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. C A— t r K�KID X ate DEPAR N AL VIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT -LO-2, PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 1 BN cram r , P # 12�-�U l3LDf2b21'Q ,E1 V E-D Mason County OCT 0 7 2021 Department of Community Development Small Parcel Stormwater Management Application/Worksheet (Pa14 VONJer Street Per Mason County Code, Title 14, Chapter 14.48 a stormwater site plan is required whenever a building application is made for residential development, or redevelopment', with more than 2,000 square feet of impervious surface2. 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment. 'Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas, concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces. v a c I Surface Type Length X Width = Area * All dimensions in feet Buildin s „J_ X = f X = Measurements for buildings are taken at the perimeter of the farthest projections (example: X = eaves/gutters) X = Driveways X X = Length of drive begins at the right of way X = Parking Areas X = X _ Any paved, gravel or packed area per definition above table X = Patios/Walks X X _ Any paved, gravel or packed area per definition above table X CN" h _ 9 *F W �� Others. X � �` ��� , "`����;�` o pervlo s ea the proposed site X X _ 'e , � ire feria DC10�square feeta to a er to J� `�s Required M"o a sumof e s If the Total Impervious Surface Area is LESS THAN 2000 Square Feet, please read,acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plait IS NOT required for this development activity. Owner/Builder/Agent 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,owner's legal representative,or the contractor. I further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above- des ibe pxp erty eview and ' sect a$Tay be required. X l� L �Owne Agent Contract (circle one)Date: 1� l�S one iM V' If the al Imp io s Surface Area is GREATER THAN 2000 Square Feet, please read,acknowledge and sign the information provided on page 2 of 2. Page 1 of 2 _� QONSTUCTION SPECIFICATIONS Plan Number, L GENERAL NOTES Red 9 A, WIND EXPOSURE AND SPEED 90 MPH,EXPOSURE B ist Draft 7/29/21 B. ROOF LOAD 40 LB.(25-7-0-8) 2nd Drnft 1 C.RAIN-2'PER HOUR FOR ROOF DRAINAGE DESIGN D,FLOOR LOAD 50 LB. PSF(40 LIVE LOAD,10 DEAD LOAD) E.DECK LOAD 60 PSF Owner Inf o: F.SOILS- PER IRC TABLE R405.1,IBC SECTION 1804 G.FROST DEPTFb 18' H.SOIL BEARING PRESSURE 2,000 PSF I.SOIL CLASSIFICATION TYPE-GRGUP IV Red Door Design & Build J. ALL GLASS IN DOORS, SIDELIGHTS,AND BATHROOMS,TO HE TEMPERED GLASS 7356 Guide Meridain K. SEISMIC DESIGW CATEGORY D \ Psalms 20,485 2. FOUNDATION, Lynden, Washington 98264 \ \ A.FOOTING SHOWN ON PLAN AS MINIMUM AND TO BE POURED ON CENTER OF WALL DIMENSIONS. FOOTINGS ARE TO BE POURED ON UNDISTURBED OR PROPERLY COMPACTED SOIL. A 4' PERFORATED DRAIN PIPE IS TO B LAID AROUND PERIMETER OF Site I n f of \FOOTING AND OVERLAID WITH 1/2'TO 2' WASHED DRAIN ROCK B.FOUNDATION WALLS TO BE BUILT TO SIZE SPECIFIED ON DRAWINGS AND THICKNESS SPECIFIED IS MINIMUM REQUIREMENTS. PLACED IN ACCORDANCE WITH FOUNDATION PLAN \ I\\\VIII C.REINFORCEMENT S TO BE AS SPECIFIED THICKNESS Drum U m Street DRAW \ CALLED OUT ON DRAWINGS AND TO BE DETAILED AND PLACED IN ACCORDANCE WITH BUILDING COB REQUIREMENTS FOR REINFORCED A&M Development Lot Line Adjustment, Lot 9 CONCRETE AND TO BE DEFORMED STEEL BARS CONFORMING TO \ ASTM A615, GRADE 40. (GRADE 60 ON Washington 6 k6 REBAR) All ton D.CONCRETES SHALL BE'READY-MIXED CONCRETE'AND Y g SHALL CONFORM TO ASTM C94(5 SACK DR BETTER) Mason County 3. FRAMIN G.- A.FLOOR- �+�-I TO FRAMED IN ACCORDANCE WITH SPECIFICATIONS OF 4,837 J Ft, DRAWINGS. y \ L TO HAVE ALLOWABLE FLOOR LOAD IN ACCORDANCE WITH IRC 2. 2.ALL STRUCTURAL MEMBERS OF FLOOR TO BE PROPERLY SET AND FASTENED IN ACCORDANCE WITH IRC. 3. STRUCTURAL LUMBER TO BE M2 DF OR BETTER. B.WALLS. 1.EXTERIOR WOOD FRAMED WALLS TO BE 2'x6'DF-L H2 WITH STUDS AT 16'O.C. HEIGHT OF EXTERIOR WALLS TO BE AS s City of Allyn Applicable Codes NO Pin-Actual \ �� ' 2 ALL EXTERIOR STRUCTURAL PLYWOOD OR 7E16'' 0 IL SHEATHED PROPER WITH LET-IN BRACING Lot Corner �e IS TO B USED IT VILL BE DETAILED IN PLAN. -2018 International Resldentlal Code and Amendments (IRC) 3.ALL WINDOW HEADERS AND BEARING WALL BEAMS TO -2018 International Building Code and Amendments (IBC) 0) \ BE 4'x10'UNLESS SPECIFIED ON DRAWINGS. -2018 International Fire Code and Amendments (IFC> \ 4.INTERIOR VALE TO 2'x4 CONSTRUCTION PLACED AT 16' B O.C. STUD HEIGHT TO HE AS SHOWN. -2018 International Mechanical Code and Amendments (IMC) \ \5.INTERIOR BATHROOM WALLS WITH EXTENSIVE PLUMBING -2018 Uniform Plumbing Code (UPC) \\ 0) FIXTURES MAY HAVE 2'x6'FRAMED WALLS TO BE PROVIDE -2018 Washington State Energy Code (WSEC) CLEARANCE AND COMFORTABLE WORKING SPACE. O 6.BATHROOM WALL COVERINGS SHALL BE MOISTURE -2018 Washington State ventilation and Indoor Air Quality Code (VIAL) 1­_ RESISTANT CEMENT PLASTER TILE, OR APPROVED EQUAL TO 70 \\ INCHES ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS. S OR C. ROOFS.DRAWINGS LLI ENGINEERED TRUSS LDETAIL TO SPECIFY TBESCHECKED BY GENERAL \\ N Co .nCr S ,3�OOQ• z 0 C) 1\ e* f CONTRACTOR OR BUILDING DESIGNER BEFORE INSTALLATION. � W 2, STANDARD ROOF LOAD TO APPLY TO DRAWINGS TO BE A 40 Survey Pin J �\\\ e DrIVPw No Pin-ActuaC ( n PSF TOTAL LOAD UNLESS SPECIFIED OTHERWISE 7 DRAWINGS. \ Qy Lot Corner l/ J 3.ROOF SHEATHING TO BE 1/2'CDX STANDARD,OR 7/16' OSB \ AND ROOFING PRODUCTS USED.TIONS. \ `� \ \\ � D. COL ECNNEC ALL CONNECTORS ARE SPECIFIED AS ACCORDANCE CONNECTORS OR EQUIVALENT. \ \\ I , I J 1.NAILING SCHEDULE TO BE IN ACCORDANCE WITH TABLE \ 2 w 23-1-0, UBC 4.ENERGY CODE, COMPLY WITH WASHINGTON STATE 2018 ENERGY CODE V Q A.ALL WINDOWS ANL DOORS TO BE SEALED INTO WALL WITH PROPERLY INSTALLED WINDOW WRAP AND CAULKING. �� _ \\ B. ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED L L \ W UNCONDITIONED WALLS AND FOUNDATIONS TO BE CAULKED TO - STOP AIR LEAKAGE. ('0 IS,, Survey Pin � C. ALL PENETRATIONS FOR PLUMBING, WIRING,AND DUCTING S„ Y � TO HE SEALED RECEIVED D. VENTILATION DUCTS SHALL HAVE R-4 INSULATION e� bI ' COVERING roposed I/L f�l/ S IA. ROOF/CEILING /C Cp A. ROOF/CEILING TO HAVE MINIMUM OF R-49 BLOWN INSULATION = Residence O B. FLOORS R-30!0' HATT INSULATION C. VALLS-R-21 6'BATT INSULATION OCT 7 202� D. ALL EXTERIOR WALLS-TO HAVE EITHER OF THE FOLLOWING V I TYPES OF VAPOR BARRIERS. O / 9 1.TYVEK HOUSE WRAP(PREFERABLE) 2. TYPAR HOUSE WRAP A G7 3.15 LB.OR 7 LB.FELT PAPER.MECHANICAL SPECIFICATIONS 615 15 W• Alder Ider Street � Survey Pin = -+ 1. CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR \ 4 CONTAINING OTHER FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO (a THE OUTSIDE. EXHAUST DUCT LENGTH IS LIMITED TO 25 FT.WITH 2 I ELBOWS. 2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW,SPARK, OR FLAME SHALL HE LOCATED A MINUMUM OF IS'ABOVE THE GARAGE FLOOR. //''�� ' 3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMOOTH-BORE,NONCOMBUSTIBLE FT. TIBLE L-0 \MATERIALS. APPROVED FLEX CONNECTIONS NOT EXCEEDING 6 FT. 0)IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. N 4. HOT WATER TANKS HAVING E%THEE PIPE CONNECTIONS AND OVER FOUR ` / FEET TALL SHALL BE STRAPPED DOWN TO PREVENT OVERTURN IN AN \ CASE OF EARTHQUAKE. I Survey Pin \ I^r/ Lij \ v� 1� PLUMBING cp IFI ATIONc NO Pin-Actual. \ � S � '46' 1. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK DRAIN TO THE Lot Corner \\ 3^��,0 \\ \ OUTSIDE OF THE BUILDM WITH DRAIN END NOT MORE THAN TWO w `/ ^ 0' e FEET NOR LESS THAN 6' ABOVE THE GROUND, POINTING DOWN. E N I R, {N. O L-N TA L I 2. PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED. 'Y Y \/!�! Y 3. PROVIDE AN APPROVED BACK FLOW PREVENTION DEVICE AT ALL HOSE i.. -} BIBS. _ _ O 4. PROVIDE A CLEAN-OUT WHERE BUILDING DRAIN AND BUILDING SEVER YR�- ! F / \ `� LINES CONNECT. Lr;1... �"'� / \ , Ap p R� .- ,o 5. EACH HORIZONTAL DRAINAGE PIPE SHALL HE PROVIDED WITH A CLEANOUT AT \ ITS UPPER TERMINAL. — — O r - -DISCLAIMER No Pin-Actual / \ \ A K Q .`; LIBOLT RESIDENTIAL DRAFTING,INC.,IS NOT RESPONSIBLE FOR ANY SAFETY PROGRAMS, Lot Corner / +� v `• ❑ METHODS OR PROCEDURES OF OPERATION OR THE CONSTRUCTION [IF THE DESIGNS SHOWN ON �� FJ'►�' THESE DRAWINGS. \ DRAWINGS ARE ALSO NOT B USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT .�I r ENVIRONMENTA Libolt DIRECTLY OR INDIRECTLY TO LIBOLT RESIDENTIAL DRAFTING, INC. L U l L AAS��COUNTY eG Residential LIBOLT RESIDENTIAL DRAFTING,INC. © COPYRIGHT 2004 IF THIS DRAWING IS LESS THAN 24'X36'IT IS A REDUCED PRINT. SCALE ACCORDINGLY. Site Plan Drafting CONTRACTOR SHALL VERIFY AND HE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON 110 Pnrk Me;Dr. THE JOB, AND LIBOLT RESIDENTIAL DRAFTING,INC.,MUST BE NOTIFIED OF ANY VARIATIINS 1"=10' Lynden,WA 98264 n (360) 933-1105 FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. SHOP DETAILS SHOULD SUBMITTED TO LIBOLT RESIDENTIAL DRAFTING,INC.,FOR REVIEW BEFORE PROCEEDING WI \ryl,1('f1"(`�`- �(J (- WITH FABRICATION. Dnte- 8/20/21 1 THESE PLANS ARE TO BE USED ONLY FOR THE CONSTRUCTION DE THIS PROJECT. Page: ANY USE B THESE PLANS FOR ANY OTHER PROJECT OR ON ANY OTHER SITE BY THIS CLIENT OR ANY OTHER CLIENTS WITHOUT NOTIFICATION AND MONETARY COMPENSATION SHALL DEEMED A DETRIMENT TO LIBOLT RESIDENTIAL DRAFTING INC„ 0 5' 10' 20' 30' 40' 50' 75' 100' .177