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HomeMy WebLinkAboutBLD2019-00605 SFR - BLD Application - 6/7/2019 Id s J�1 _ I J(� • MASON COUNTY COMMUNITY SERVICES Permit No:. 05 PERMIT ASSISTANCE CENTER: •BUILDING •PLANNING •PUBLIC HEALTH•FIRE MARSHAL F� 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext.352•Fax:(360)427-7798 Phone Belfair.(360)275-4467 Phone Elma:(360)482-526919 `- BUILDING PERMIT APPLICATION �'.; 01 AA CONTRACTOR INFORMATION: NAME: Cedarland Homes LLC NAME: J& J Development LLC MAILING ADDRESS: PO Box 2264 MAILING ADDRESS: PO Box 623 CITY: Gig Harbor STATE: WA ZIP: 18335 CITY: Burley STATE: WA ZIP: 98322 PHONE 91: 253-208-8136 PHONE: 253-208-8136 CELL: PHONE#2: EMAIL : info(iDcedarlandforestresources.com EMAIL: infoocedarlandforestresources.com L&I REG#JJDEVJD8520W EXP. 12 /6 / 19 PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER❑ NAME foe Cedarland EMAIL info n,cedarlandforestresources.com MAILING ADDRESS: Same as above CITY STATE ZIP PHONE CELL PARCEL INFORMATION: 1JUMLANG PARCEL NUMBER(12 Digit Number) 12220-50-4 7008 ZONING: LEGAL DESCRIPTION(Abbreviated) All n Blk: 7 Lot: 8 FIRE DISTRICT SITE ADDRESS CL4 vl CITY: Allyn DIRECTIONS TO SITE ADDRESS WA-3N Tur4 left onto Wade St Left onto E Blackwell S Site on left IS THE PROJECT WITHIN 300 FT OF SLOPI(S)GREATER THAN 14%:YES[]NO ❑ IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Clreckall that apply): SALTWATER❑LAKE❑RIVER/CREEK ❑P ND ❑WETLAND ❑ SEASONAL RUNOFF ❑STREAM❑ TYPE OF WORK: NEW ADDITION ❑ ALTERATION ❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Garage,Commercial Blag,Etc.)Residence IS USE: PRIMARY SEASONAL ❑ Is UMBER OF BEDROOMS 3 NUMBER OF BATHROOMS. HEATED STRUCTURE? YES (Whole Bldg) ❑ S (Pants]ofBldg) ❑ NO ❑ DESCRIBE WORK New Construction -SFR 1857 sQ ft SQUARE FOOTAGE: (propose+existing) l ST FLOOR 1212 sq. ft. 2ND FLOOR 64 sq.ft. 3RD FLOOR sq. ft. BASEMENT sq. ft. DECK sq. ft. COVERED DECK 220 sq. ft. STORAGE sq.ft. OTHER sq. ft. GARAGE 400 sq. ft. Attached Detached p CARPORT sq. ft.Attached❑Detached❑ MANUFAC'.TURLD 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? YESX NO❑ If yes,attach completed Water Adequacy Form PERIMETER/FOUNDATION DRAINS PROPOSED? YES ❑ NO❑ EXISTING SQ.FT. EXISTING BEDROOMS PROPOSED BEDROOMS 3 TOTAL BEDROOMS 3 OWNER acknowledges that submission of inaccurate info ation 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/appl cation 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 OFMORE WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON COUNTY CODE 14.08.42) x SignatuFe of OWNER(Must be signed by the OWNER) Date DEPARTMENTAL REVIEW APPROV9D DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT TL PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH MASON COUNTY COMMUNITY SERVICES Permit No: 80"zol iq -ay(oaS' PERMIT ASSISTANCE CENTER: {Q ,1 •BUILDING •PLANNING *FIRE MARSHAL � IC 615 W.Alder St-Shelton,WA 98584 `/ www.co.mason.wa.us JUN 07 Phone Shebon:(360)427-9670 ext 352-Fax:(360)427-7798 • Phone Be(lair(360)2754467-Phone Elms:(360)482-5269 �5 . - APPLICATION A1p►�r�tr PLUMBING 8� MECHANICAL PERMIT APP fC t?qt OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Cedarland Homes LLC NAME:J&J DEVELOPMENT LLC MAILING ADDRESS: PO Box 2264 MAILING ADDRESS: PO BOX 623 CITY: Gig Harbor STATE: WA ZIP: 98335 CITY: BURLEY STATE: WA ZIP: 98322 V PHONE: 253-208-8136 PHONE: 253-208-8136 CELL: 2nd PHONE: EMAIL : info(ccedarlandforestresources.com EMAIL: infoaa,cedarlandforestresources.com L&I REG#JJDEVJD852 W P. /6�/ 1�9,� t PARCEL]MORMATION: PARCEL NUMBER(12 Digit Nwnber): 12220-50-47008 Zoning: LEGAL DESCRIPTION{AbBnevsalerl): Blk:47 W 8 SITE ADDRESS: CITY:ALLYN DIRECTIONS TO SITE ADDRESS: TYPE OF JOB: NEW X ADD ALT REPAIR OTHER USE OF BUILDING RESIDENCE LOCATION OF FDCPURES/UNITS—I s"FLOOR X 2ND FLOOR X BASEMENT GARAGE X OTHER PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No. of Fixtures Fees Fuel Type:Electric LPG X Natural Gas Ductless_ Toilets 3 Type of Unit No. of Units Fees Bathroom Sink 4 Furnace 1 Bath Tubs 2 bleat Pump Showers 2 Spot Vent Fan 5 Water Heater I Propane Tank I Clothes Washer I Gas Outlets 3 Kitchen Sinks 1 Wood/Gas/Pellet Stove 1 Dishwasher I Kitchen Exhaust Hood 1 Hose bibs Other 2 Dryer Vent 1 Solar Panel Base Fee Ott TOTAL PLUMBING Base Fee 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 permittapplication becomes null 8 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 MEAl�IS OF INSPECTION.INACTNITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. ✓✓ X V / j Sig re of Owner Daft DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT �— LS-2 PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016!ON ENVIRONMENTAL HEALTH POTABLE WATER AND SANITARY SE#FR PROVIDED BY TOAN OF ALLYN. RE -'E1VED n� / 615 Alder street 1 = 3D i Ap 'o 3p / ROV ,,D l 9 Ike NrAL heAtr�► 144 °�R oosF l l 3p r 46 '20 pp S 19 LEGAL DESCRIPTION LOT 8 BLOCK 47, JJ JJ PLAT OF ALLYN, t'(D/ 1 rj S/d¢ 5 EDARLAND HOMES LLC VOLUME I OF PLATS, PAGE 7 S f ,f 3,de r pt,„p Zc P.O. BOX 2264 AP No. 12220-50-47008 GL but5 t„ ei�kk d,F W GIG HARBOR, WA 98335 (253) 208-8136 SITE PLAN MAP AGATE LAND SURVEYING, PLX PROFESSIONAL LAND SURVEYOR �� q, FOR 2680 E. AGATE RD. - P.O. BOX 246 o P °2 CEDARLAN© HOMES LCC 'H L�oN. WA 98584 - (360)426-4172 I_� a IN THE DRAWN BY DATE:05/08/2019 JOB N0:4092-8 a� 28237 NW114 NE1 f 4 M s �s �11cISTc��° SCALE.- 1 INCH =30, SHEET.- OF 1 q` LA14 D y SEC 20, TZZN, Rat W, W.M. 'CHECKED BY -- I $Gg FILE NO:4092-8_CH_SITEPLAN.DI4G Name CEDARLAND HOMES Parcel# 12220-50-47008 BLD# Mason County t DepartmentCommunity of Communi Deevelopment U P" `" i � IG Smalt Parcel Stormwater Management Apptication/Worksheet (page I of 2) 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 aneans,on•an,already developed site,the creation or addition of impervious surfaces,structural development including construction,installation or expansion of a buidni8g or other structure,and/or repla,cenaerut of impervious surface that is not part of a routine maintenance activity,and Land disturbing activities associated with structurai or impervious redevelopment. 2Common 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. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area *All dimensions in feet Buildings 50 X 26 = 1,300 20 X 20 = 400 Measurements for buildings are taken at the perimeter of the farthest projections (example: X = eaves/gutters) X = Driveways 21 X 20 = 420 X = Length of drive begins at the right of way X = Parking Areas X X = Any paved, gravel or,packed area per d n,efinitio above table X = Paf►os/Walks 22 X 6 = 132 8 X 11 = g8 Any�paved, gravel or packed area per definition above table X = Others X X = If the total impervious area of the proposed site X = development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area (sum of all areas) 2340 If the Total Impervious Surface Area is LESS THAN 2M Saea-xe 11!eet,-please read,acknowledge and sign below. Based Upon the information you have provided a Stormwater Site Plan 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 ac to and employees of Mason County are granted access to the above- described property for review and inspection as ma a required. X �' Owner/Agertt/Contractorcirc9e orre)Date: %9 If the Ts ,MF*rvious Surface Area is G-REATENJOMNIA S Feet,;please,read,acknowledge aid siga the information provided on page 2 of 2. JUN 0 7 2019 Page 1 of 2 20'-0' 1 ---------- H c Tr- PLANNING STAIbJARD TRUSSES.z. °�, I I 1 � >WfEs ro ff aESViiED BT TRFb� 1 � ,f CAW I DOM A L-————————————� ; q RECEIVED GARAGE ONE LAYER OF V SHEETROCK v° TYPE'x'•6EWN6 PERPENDIOA-AR JU N 0 TAND ONE LAYER COHRYJN WAILS fy 7 2019 a IH•RAISED SELF CLOSING PLAhORM 615 W.Alder Street PWV ROPOSED ATTIC TRUSS % SPm PROVIDE HAT. SE6ft 9JVMT I PORCH r R-100 LL.11OER �roEu,IsO' b'-6' b'-b' b'-b' b'-6• § I I � MASTER 5036 '(0 14'6'xl2'6' 4 �ggy�gtt i, ERb $ gd E6RE% I n Q I I Ivy SD. ;.. F sibsye I 60 CPH 260 p BEDROOM ® J � �� e I I = ZH6H CMD. Q�4 m 5 �fnl z IE' y$$y� R uj hi IIOV SD. , :I B 1 'T5 1 T � F———:,�] zr n 260 Fo 60®N. REVISIONS PANTRY LINEN SD �M >� Q LOFT I KITCHEN 7;2'0'xll o' DINING 10'6'xl2'0' 7k/._. 17'RAFTER5°2_ _4'_OL..\ � � O ]46H 2 , t*v 506600 I I D p Ln I I I BEDROOM 1 GREAT ROOM I 13'0"xl3'0' I 25'0'xl3'b' I I Qz 1 I L ATTIC TRII•l�j°]4'OL. � (� J 1gEr Hr 1arh�w d 3050 SH 3oso 5H - 3050 5H 3p5o 5H 3050 5H 14,1. 5.-8. 0 I PORCH I x4• Dote: APRIL 2019 Scale: 1/4"�1'—�" 26'-0' Drawn: Job: S H E E T 2b,-0• 5EGOND FLOOR PLAN FLOOR PLAN ONE -0. 645 50.FT. r-O. 1212 50.FT. GARAGE 400 50.FT. FRONT PORCH 132 50.FT. REAR PORCH 88 50.FT. PROVIDE I'DRIP ED(E AT ALL EAVES 1 GABLES 201-0' 7 MF6.ATTIC TRI1rfiE5 0 24'OL. 221}' 1 L 22K' COMPOSITION ROOFING Tin•055 5HEATHIN5 60 BINLDING PAPER VENT BLOCKING R-49 INSULATION CONTHJOU5 6UTTER 6AB. 4'x10'HEADERS YV S 4'CONCRETE SLAB R-10 FOAM INSULATION 4 R•21 IN5ILATION 6AB. TI6'05B 5HEATHIN6 S LAP SIDING R-30 INSULATION USE HO YRAP 7x10'JOISTS 0 Ib'OL. 2'xb'STIRS 0 16'OL. • ;If'GSB T/G 4'9' CONCRETE 2'xb'P.T.SILL VV PATIO %,J-5oLTS 2'x12'RAFTERS 6 24'OL. 4'x4'POSTS b' COMP051TION ROOFIN& I r j'—4-DM6-01/T/ROOF DRAIN lb'05B SHEATMN6 lam, 4'FOOTING DRAIN 60 BULDIN&PAPER R-30'INS1,11LATION VENT BLOCKING m GRO55EGTI ON GAB. I PROVIDE ONE 5F. OF CRAM VEMINS +-1-0• COMIN10U5 GUTTER FOR EACH 300 SF. Q - �-i-� OF CRAP%AREA lO"!EIDER I II I /3O / YV FOAM ITXLATION MINMM OF 0 VENTS R-21 INSTLATION 1 'h'b1N5. %'050 5HEATHIN S 0'FOUNDATION ON I6'x0'FOOTINE, 7 HOU5E PfW 2,xIO,JOISTS 0 I.. J 2'xb'STIA5 0 Ib'OL. TOP FLOOR LEVEL V 055 T4G MATCH BOTTOM CHORD OF ATTIC TRU5GES 0 16'OL. 45d0'MADER D06 VISQIEEN GRaW COVER VV b' YV FOAM INyAATION MN. .ytpJ� ,�ya9SP R-21 INSULATION , I LAP SIDING � I O R-30 NIxALATION 21x10'JOISTS 6 IG'OL. 16'xB'SCREENED VENTS 2'x6'SnAS•Ib'O.C. BOTTOM FLOOR LEVEL 94'055 T/6 2'xb'P.T.SILL K STAIR SECTION J-BOLTS INTERIOR / EXTERIOR V2•=r-0• V- 4.OOYH5POUT DRAIN . . F. . V- -4-PERIM DRAIN THE GREATEST R15ER HEIbHT MAY NOT EXCEED THE GREATEST NOSIN5 PROJECTION SHALL NOT THE SMALLEST BY MORE THAN 3/5'. THE RADIUS EXCEED THE SMALLEST BY MORE HTAN 3/0' OF THE N05IN6 SHALL NOT BE 6REATER BETWEEN TWO STORIES. THAN Mb'. 'I'-4' AL4.WOO IN CONTACT VATH CONCRETE OR A 4051146 PROJECTION NOT LE55 THAN 3/4'AND 6ROIINS1,OR 5UB.ECT TO WIND DRIVEN RAIN SEE EWANEERIW5 S H E E T MOT HORS THAN 1 1/4"MALL BE PROVIDED ON SHALL BE PRE5511RE TREATED MATERIAL. FOR MORE INFORMATION STAIRWAYS WITH SOLID RISERS. IFTHERE 15 AA CONFLICT THE GRO55EGT ION ENSINEERN6 PLANS TAKE PREGEPOICE TWO 1'-0- FOUNDATION PLAN r-0. 12 0ONTIWOV5 RIDGE VENT 5• 3 C74"TION ROOFING 12 E=E 33., 8 a0000©©a LAP SIDING (�❑❑D ❑❑❑ LAP SIDINS IL❑-J'oaa�oa❑ ❑000❑11❑o RIGHT ELEVATION REAR ELEVATION W=i'-o" ATTIC VENTING, 032 sl/300 MINIM.M OF 6.Hsf REWIRED HALF AT TOP AND HALF AT BOTTOM PROVIDE I'DRIP EDGE AT ALL EAVES!6ABLES LAP SIDING ® Ell LAP SIDING ❑0 ©I(I®III u . 113 Ell LEFT ELEVATION FRONT ELEVATION S H E E T THREE I r------- ---- -- --� I I I I I I i I I I I I I I I I I i I I I i I I I I i I I I I I I I I I 1------------ - --------- I I - I I I I I I I I I I I I I I I I r---- ------ -- -- - --- - � I I I I I I I I I I I I I i I I -- -- - -- -- --- _._._..J I I I I I I I I I I I i I I I I I I I I I I I L---- - ----- - ---- ---_ - S H E E T ROOF ���w FOUR