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HomeMy WebLinkAboutBLD2020-00834 SFR - BLD Application - 8/3/2020 g0N Cop MASON COUNTY COMMUNITY SERVICES PERMIT ASSISTANCE CENTER: Permit No: •BUILDING•PLANNING •PUBLIC HEALTH•FIRE MARSHAL E^E/V 615 W.Alder Street,Shelton,WA 98584 (� ED Phone Shelton:(360)427-9670 ext. 352•Fax:(360)427.7798 Phone Belfair. (360)275-4467.Phone Ehna:(360)482-5269 AUG 03 ?p?p 1854 BUILDING PERMIT APPLICATION 615 W Alder S --- trept PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: ,� 14 NAME: 7 Y' S I 6r, NAME: i�4-000� Qe5r /V�►43"XIM I' -L MAILING ADDRESS: ),gyp ± C,�- MAILING ADDRESS: S Cf 3 CITY: f STATE: ('Q _ZIP:!a��V CITY: W, 4*/\J STATE _ZIP: PHONE#I: 3(oD r(I Z �o��DG� PHONE 3,�Q:7/Z(oO64, CELL: 7 PHONE#2: 7 / �''J EMAIL : i . Gd ,11 EMAIL: IVY A)ST 12rl n N\09b l CoM L&I RE,G# EXP. PRIIVIAR C NTACT: oWNE CONTRACTOR OTHER❑ NAME t EMAIL J'o)+-ty W 41J S7/ZA-4:2mf ' C.Ah MAILING ADDRESS I�6 (,2 &nMf 4-t-S-1 CITY C.�ef4/dP/V STATE U)_A,_ ZIP PHONE 2iT1-2 4,n CELL 7;7 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) f ZZ O_%o G s,3 0 � ZONING Ile,,,, LEGAL DESCRIPTION(Abbreviated) X1--' 01 FIRE DISTRICT SITE ADDRESS r 00 CITY DIRECTIONS TO SITE ADDRESS nr JI d 7`3 Tu r o k-14 IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO 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,Conrrrtereial Bldg,Etta 14GS IC(O2A11=e IS USE: PRIMARY 9" SEASONAL ❑ NUMBER OF BEDROOMS �3 NUMBER OF BATHROOMS_ HEATED STRUCTURE? YES (Whole Bldg)e YES(Pari[sj of Bldg) ❑ NO ❑ Gk e�ePf 94 1"1 a DESCRIBE WORK ;�- M 1` i(JCe SQUARE FOOTAGE: (propose+existing) II yb S IST FLOOR 13(oo sq. ft. 2ND FLOOR ' `f sq. ft. 3RD FLOOR sq. ft. BASEMENT sq. ft. DECK SO 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: �1.�}-^ *4 COPIES OF THE FLOOR PLAN RE,EQUIRED* MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SEWAGE/SEWER SOURCE: SEPTIC❑ SEWER M/ / NEW gl EXISTING ❑ PLUMBING LN STRUCTURE? YES j- NO ❑ If yes, attach completed Water Adequacy Form PERIMETER/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 PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON �COUNTY CA E 14.08.42) v��, 7yLe1VJ Sig to of OWNER(Must be signed by the OmEim Date REPARTMEN AL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT -,17L �Z-l1'lrrZ PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH cou PERMIT NO. 6 G a'3`1 MASON COUNTY I ZtiZt�� d DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING• PLANNING•FIRE MARSHAL WWW.CO.MASON.WA.US (360)427-9670 Shelton. t Mason County Bldg. III,426 West Cedar Street (360)275-4467 Belfair ext. �'VCc PO Box 279, Shelton, WA 98584 (360)482-5269 Elma ext. 352 0 'IL PLUMBING & MECHANICAL PERMIT APPLICAT OWNER INFORMATION: CONTRACTOR INFORMATION: er Street NAME: p- 4 LL L NAME:Do r L.G MAILING ADDRESS: 1-1o(,e V.Pr �!rt 3r Ntj� MAILING ADDRESS: Jt41f�3 CITY: STATE:-W a, ZIP:gg?L y CITY: "poeA.2 STATE: 04,ZIP: In P HONE:3 k2q2i7 IM CELL:��n-71-1 44 4 PHONE:a, — j��- �_�QZ7IS7$ CELL: O I Z Oro EMAIL: � IIA&k_&JIM C deo EMAIL : � -�.yIv1y7N5� i]9Q-GI.Lo t� L&I REG # &nDohp EXP.&7//2- Mot r PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER): 1 ZZZb S© -lPSOD9 LEGAL DESCRIPTION(ABBREVIATED): R-Gt VyV f-o! rc& Zc )44_J4 p j p/ (p0(`PTiy�/ V SITE ADDRESS: F CITY: DIRECTIONS TO SITE A DRESS: r TYPE OF JOB NEW ADD ALT REPAIR OTHER USE OF BUILDING LOCATION OF FIXTURES/UNITS— 1 ST FLOOR 2ND FLOOR BASEMENT GARAGE OTHER 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 t Furnace Bath Tubs Heatpump MIN f Showers .fZ Spot Vent Fan Water Heater t Propane Tank Clothes Washer f Gas Outlets Kitchen Sinks / Wood/Gas/Pellet Stove �— Dishwasher e' Kitchen Exhaust Hood 1 Hosebibs Dryer Vent 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 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 OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERM�PPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION. X Si na u o Applicant Date X Owner/Owners Representative/Contractor Print Name (indicate which one) DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL I Name 0001" Parcel# /2.2-20-6-2>-GSOd 9 BLD# 7-e_ 1 4A 007-P C! ►mod ULc /9-F / k m6��r7lJeil .li Mason County Department of Community Development CF Small Parcel Stormwater Management Application/Worksheet (page 1 of S)�� Per Mason County Code,Title 14, Chapter 14.48 a stormwater site plan is required whenever a building apptI att is Z�7 made for residential development, or redevelopment',with more than 2,000 square feet of impervious surface 2. //4'e/, Str 'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development @1` 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. 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 X (o = 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 X _ above table 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) I"1 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 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 accurate and employees of Mason County are granted access to the above- described prop rty for review and inspection as may b&red. X gent/Qntractorreircle one)Date:If the To Ipervious Surfac Area is GREAAN 2 Feet, please read,acknowledge and sign the inform ti n provided on page 2 of 2. Page 1 of 2 game Parcel# BLD# Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 2 of 2) Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity. Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website: http//www.co.mason.wa—us/code/commissioners/index.htm Please follow the links to "Title 14,Chapter 14.48 Stormwater Management". Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan (Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist you in preparing the necessary information and plans for Public Works to review and approve. Per Department of Public Works this document will constitute an approved plan if all of the relevant details*are to be installed in their entirety AND no part of the stormwater system adversely affects any septic system (see Environmental Health information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval. A design by a registered professional may be required for more complex sites. *These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan on the pages that begin with"Handout" PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel. If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works Department can provide additional instructions,guidance and examples.(Section 14.48.130)contact Public works at: Phone: 360-427-9670 ext 450 100 W.Public Works Dr Shelton.WA 98W If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or any other,parcel.You may also wish to consult with the septic design professional involved with the project. Mason County Division of Environmental Health can be reached at: Phone: 360-427-9670 ext 400 415 N. 6th St— Bldg#8 lower level Shelton.WA 98584 A condition will be added to the building permit that states,in part,that all conditions the stormwater site plan will be met prior to a request for final inspection of the building permit. 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- described property for review and inspection as may be required. X Owner/Agent/Contractor(circle one)Date: Page 2 of 2 Plan Number: CONSTRUCTION SPECIFICATIONS Red DOor003 1.GENERAL NOTES: RECEIVED F7thD,.;7t 10/10/I8 A.WIN EXPOSURE AND SPEED 90 MPH,EXPOSURE B t 10/24/19 B. ROOF LOAD 40 LB.(25-7-0-6) C.RAIN.2'PER HOUR FOR ROOF DRAINAGE DESIGN Draft t 10/31/191 D FLOOR LOAD 50 LB.PSF (40 LIVE LOAD,10 DEAD LOAD) t 11/7/19 E.DECK LOAD 60 PSF Owner Info F.SDILS-PER IRC TABLE R405.1, IBC SECTION 1904 AUG 0 3 2020 t U/21/19 i G. FROST DEPTH-18' t 12/10/19 H.SOD.BEARING PRESSURE 2,000 PSF Red Door Design & Build L SOIL CLASSIFICATION TYPE,GROUP IV tJ.ALL GLASS IN DOORS,SIDELIGHTS,AND BATHROOMS,TO BE TEMPERED GLASS 7356 Guide Meridain615 W. Alder Street20+465 K.SEISMIC DESIGN,CATEGORY D 2.FAUFOOTING, SHOWN ON PLAN AS MINIMUM AND TO BE POURED Lynden, Washington 98264 ON CENTER OF WALL DIMENSIONS. FOOTINGS ARE TO BE POURED ON UNDISTURBED OR PROPERLY COMPACTED SOIL. A 4' PERFORATED DRAIN PIPE IS TO BE LAID AROUND PERIMETER OF Site I n f o� FOOTING AND OVERLAID WITH 1/2'TO 2'WASHED DRAIN ROCK B.FOUNDATION TO HE BUILT SIZE SPECIFIED n DRAWINGS ANDND THICKNESS THICKNESS SPECIFIED IS MINIMUM REQUIREMENTS PLACED IN ACCORDANCE WITH FOUNDATION PECIF PLAN. C. REINFORCEMENT STEED 70 HE AS SPECIFIED THICKNESS Brady Loop CALLED OUT ON DRAWINGS AND TO BE DETAILED AND PLACED IN ACCORDANCE ETE ANDITH BUIDEFORMED STEEL CODE REQUIREMENTS BARS CONFOFOR RM REINFORCED A&M Development Lot Line Adjustment, Lot 1 CONCING ASTM A615, GRADE 40. (GRADE 60 ON#5 6 06 REBAR) Allyn, Washington D:,CONCRETE-SHALL BE'READY-MIXED CONCRETE'AND SHALL CONFORM TO ASTM C94(5 SACK OR BETTER) Mapso(�n Count MING- �., 1r 3.FAAFLOOR�TO FRAMED IN ACCORDANCE WITH SPECIFICATIONS OF 5,83H Sq, Ft y fYkUf3?6 0DRAWINGS ' l I j I.TO HAVE ALLOWABLE FLOOR LOAD IN ACCORDANCE WITH IRC w 2. ALL STRUCTURAL MEMBERS OF FLOOR TO BE PROPERLY SET AND FASTENED IN ACCORDANCE WITH IRC. 3. STRUCTURAL LUMBER TO BE#2 DF OR BETTER. B.WALLS- 1.EXTERIOR WOOD FRAMED WALLS TO BE 2'x6'DF-L #2 WITH STUDS AT 16'O.C. HEIGHT OF EXTERIOR WALLS TO BE AS SHOWN. City of Allyn Applicable Codes, 2.ALL EXTERIOR WALLS TO BE SHEATHED WITH 1/2' PLANNING STRUCTURAL PLYWOOD OR 7/16'OSB. IF PROPER LET-IN BRACING -2015 International Residential Code and Amendments (IRC) IS TO BE USED IT WILL BE➢ETAILED IN PLAN. 3.ALL WINDOW HEADERS AND BEARING WALL BEAMS TO -2015 International Building Code and Amendments (IBC) BE 4'x10' UNLESS SPECIFIED ON DRAWINGS. -2015 International Fire Code and Amendments (IFC) I 4.INTERIOR WALL TO 2'x4' CONSTRUCTION PLACED AT 16' -2015 International Mechanical Code and Amendments (IMC) O.C. STUD HEIGHT TO BE AS SHOWN. I A 5.INTERIOR BATHROOM WALLS WITH EXTENSIVE PLUMBING -2015 Uniform Plumbing Code (UPC) 1A� FIXTURES MAY HA 2'x6'FRAMED WALLS 7O BE PROVIDE -2015 Washington State Energy Code (WSEC) CLEARANCE AND COMVE FORTABLE WORKING SPACE. -2015 ton St ate tate Ventilation and Indoor Air Quality Code (VIAC) e 6.BATHROOM WALL COVERINGS SHALL BE MOISTURE g y I ^` , RESISTANT CEMENT PLASTER TILE,OR APPROVED EQUAL TO 70 INCHES ABOVE DRAIN AT SHOVERS OR TUB WITH SHOVERS. C.ROOFS-DRAWINGS VILL SPECIFY TRUSS OR RAFTER CONSTRUCTION R � p 1.ENGINEERED TRUSS DETAIL TO BE CHECKED BY GENERAL CONTRACTOR OR BUILDING DESIGNER BEFORE INSTALLATION. I �a"��' J I �fASj 2. STANDARD ROOF LOAD TO APPLY TO DRAWINGS TO BE A 40 (f v PSF TOTAL LOAD UNLESS SPECIFIED OTHERWISE ON DRAWINGS. I N p Tl�'FS�. R' N 3, ROOF SHEATHING TO BE 1/2'CDX STANDARD. OR 7/16'OSB AND ROOFING PRODUCTS USED. D.CONNECTIONS, �J ALL CONNECTORS ARE SPECIFIED AS SIMPSON CONNECTORS OR EQUIVALENT. _ 1.NAILING SCHEDULE TO BE IN ACCORDANCE WITH TABLE 23-1-Q,UBC I V' 1 O 1 4.ENERGY CODE: COMPLY WITH WASHINGTON STATE 2015 ENERGY CODE ,� A.ALL WINDOWS AND DOORS TO BE SEALED INTO WALL WITH PROPERLY INSTALLED WINDOW WRAP AND CAULKING. 2O' Et F B Easement or Egress, .ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED TO UNCONDITIONED WALLS AND FOUNDATIONS TO BE CAULKED TO I Ingress, Drainage and Utilities STOP AIR LEAKAGE. /Y zo (Private) C.ALL PENETRATIONS FOR PLUMBING,WIRING,AND DUCTING - y"� TO BE SEALED E G.1"1 (U D.VENTILATION DUCTS SHALL HAVE R-4 INSULATION COVERING 5.ILATIOi T O� ^ f ' # O A.ROOF B.F /CEILING TO HAVE MINIMUM OF R-49 BLOWN INSULATION Lot a B.FLOORS R-30 10'HATT INSULATION C.WALLS-R-21 6' BATT INSULATION S.. D.ALL EXTERIOR WALLS.TO HAVE EITHER OF THE FOLLOWING TYPES OF VAPOR BARRIERS. 1.TYVEK HOUSE WRAP(PREFERABLE) - 1 I • ConcretTYP I 7oo5+5p# 3.5 LB.OR 7ELB.RFELT PAPER. lO� �- -✓ bY3 4 9O O MECHANICAL SPECIFICATIONS 1 p-r Garage 1. CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR ...� - Proposed \ CONTAINING OTHER FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO - (7 Residence \ THE OUTSIDE. EXHAUST DUCT LENGTH IS LIMITED TO 25 FT.WITH 2 \ ELBOWS. _I 2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW,SPARK,OR FLAME .- `.N 3 "\ SHALL BE LOCATED A MINUMUN OF 18'ABOVE THE GARAGE FLOOR. 5�-9 _ p 7 3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMOOTH-BORE,NONCOMBUSTIBLE _- MATERIALS. APPROVED FLEX CONNECTIONS NOT EXCEEDING 6 FT. IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. z I 4. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER FOUR FEET TALL SHALL BE STRAPPED DOWN TO PREVENT OVERTURN IN AN I D e ck \ LLJ CASE OF EARTHQUAKE „ - \ APPROVED PLUMBING SPECIFICATIONS - 7e.g1�?�r � \ 1. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK DRAIN TO THE ` A SON COUNTY DCD PLANNING OUTSIDE OF THE BUILDING WITH BRAIN END NOT MORE THAN TWO 32 ./l a�{C ' e FEET NOR LESS THAN 6' ABOVE THE GROUND,POINTING DOWN .. JI I E P�f1 REOUIREfl TO 8E ON SITE 2. PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED. Line Of Buildin 3. PROVIDE AN APPROVED BALK FLOW PREVENTION DEVICE AT ALL HOSE 9 CHAP! SUe.iiE7 TO l7,r PR VAL BIBS. Envelope �/ , 4. PROVIDE A CLEAN-OUT WHERE BUILDING DRAIN AND BUILDING SEWER �� / o LINES CONNECT. 5. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL. DISCLAIMER i ❑ LIBOLT RESIDENTIAL DRAFTING, INC., IS NOT RESPONSIBLE FOR ANY SAFETY PROGRAMS, METHODS OR PROCEDURES OF OPERATION OR THE CONSTRUCTION OF THE DESIGNS SHOWN ON THESE DRAWINGS. DRAWINGS ARE ALSO NOT BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT I Libolt .. DIRECTLY OR INDIRECTLY TO LIBOLT RESIDENTIAL DRAFTING, INC. Residential LIBOLT RESIDENTIAL DRAFTING, INC. © COPYRIGHT 2004 Drafting IF THIS DRAWING IS LESS THAN 24'X36'IT IS A REDUCED PRINT. SCALE ACCORDINGLY. Site Plan � ]IO Park Vier Dr. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON Lynden,VA 98264 THE JOB,AND LIBOLT RESIDENTIAL DRAFTING,INC.,MUST BE NOTIFIED OF ANY VARIATIONS 10'$C81e (360)933-1105 FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. SHOP DETAILS SHOULD Date: 6/9/20 BE SUBMITTED TO LIBOLT RESIDENTIAL DRAFTING,INC.,FOR REVIEW BEFORE PROCEEDING '`IIrr 1�� �Y`C� WITH FABRICATION. * ` V Page: THESE PLANS ARE TO BE USED ONLY FOR THE CONSTRUCTION OF THIS PROJECT. ` _ ANY USE OF 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 LI20LT RESIDENTIAL DRAFTING INC.. 0 5' 10' 20' 30' 40' 50' 75' 100' of 8 Plan Number: CONSTRUCTION SPECIFICATIONS Red Door003 1.GENERAL NOTES- RECEIVED 1st Draft 10/10/18 A.WIN➢EXPOSURE AND SPEED 90 MPH,EXPOSURE B 2nd Draft 30/24/19 B.ROOF LOA➢40 LB.(25-7-0-W Draft 1/ 1/1 C.RAIN.2'PER HOUR FOR ROOF DRAINAGE DESIGN D.FLOOR LOAD 50 LB.PSF(40 LIVE LOAD,10 DEAD LOAD) Owner Info: 4th Draft 11/7/19 E. DECK LOAD 60 PSF F. SOILS-PER IRC TABLE R405.1, IBC SECTION 1804 AUG 0 3 2020 5th Draft 11/21/19 i G.FROST DEPTH: 18' 6th Draft 12/10/19 H. SOIL BEARING PRESSURE 2,0G PSF Red Door Design & BUlld I. SOIL CLASSIFICATION TYPE-GROUP IV 7th Draft 6/9/20 J.ALL GLASS IN DOORS, SIDELIGHTS,AND BATHROOMS, TO BE -) TEMPERED GLASS 7356 Guide Meridain 615 W. Alder Street Psalm: 20:4&5 2. K.SEISMIC DESIGN-CATEGORY D FAUFOOTING.SHOWN ON PLAN AS MINIMUM AND TO BE POURED Lynden, Washington 98264 ON CENTER OF WALL DIMENSIONS. FOOTINGS ARE TO BE POURED ON UNDISTURBED OR PROPERLY COMPACTED SOIL. A 4' PERFORATED DRAIN PIPE IS TO BE LAID AROUND PERIMETER OF Site Inf o� FOOTING AND OVERLAID WITH 1/2' TO 2' WASHED DRAIN ROCK B.FOUNDATION TO BE BUILT SIZE SPECIFIED ON DRAWINGS AND ND THI THICKNESS SPECIFIED IS MINIMUM REQUIREMENTS. I\\\vlll PLACED IN ACCORDANCE WITH FOUNDATION PLAN. Brady Loop C. REINFORCEMENT STEEL- TO BE AS SPECIFIED THICKNESS BE DETAILED AND PLACED IN ACCORDANCE WITHRAWINGS B BUILDING CO ECALLED BUT ON ANDO REQUIREMENTS FOR REINFORCED A&M Development Lot Line Ad justrlent, Lot 1 CONCRETE AND TO BE DEFORMED STEEL BARS CONFORMING TO ASIM A615,GRADE 40. (GRADE 60 ON M5 6 a6 REBAR) Allyn, Washington D.CONCRETE-SHALL BE'READY-MIXED CONCRETE'AND SHALL CONFORM TO ASTM C94(5 SACK OR BETTER) Mason County 3.FRAMING r- A FDRAWINGS.FRAMED IN ACCORDANCE WITH SPECIFICATIONS OF 5,838 Sq, r t. i ��V33---✓✓���...III iii�//���/// ���JJJ 1.TO HAVE ALLOWABLE FLOOR LOAD IN ACCORDANCE WITH IRC M 2. ALL STRUCTURAL MEMBERS OF FLOOR TO BE PROPERLY SET AND FASTENED IN ACCORDANCE WITH IRC. 3. STRUCTURAL LUMBER TO BE k2 OF OR BETTER. B' WALLS, 1. EXTERIOR WOOD FRAMED WALLS TO BE 2'x6'DF-L p2 /� WITH STUDS AT 16'D.C. HEIGHT OF EXTERIOR WALLS TO BE AS /`�A SHOVE. City of Allyn Applicable Codes- ,v /R01v�� 2.ALL EXTERIOR WALLS TO BE SHEATHED WITH 1/2' STRUCTURAL PLYWOOD OR 7/16'OSB. IF PROPER LET-IN BRACING -2O1S International Residential Code and Amendments (IRC) C�d IS TO BE USED IT WILL BE DETAILED IN PLAN. ^I 3.ALL WINDOW HEADERS AND BEARING WALL BEAMS TO -2015 International Building Code and Amendments (IBC) A I v /� BE 4'.10' UNLESS SPECIFIED ON DRAWINGS. -2015 International Fire Code and Amendments (IFC) i N/. /� A 4.INTERIOR WALL TO 2'x4' CONSTRUCTION PLACED AT 16' -2015 International Mechanical Code and Amendments (IMC) O.C. STUD HEIGHT TO BE AS SHOWN. S.INTERIOR BATHROOM WALLS WITH EXTENSIVE PLUMBING -2015 Uniform Plumbing Code (UPC) FIXTURES MAY HAVE 2'x6'FRAMED WALLS TO BE PROVIDE -2015 Washington State Energy Code (WSEC) CLEARANCE AND COMFORTABLE WORKING SPACE. -2015 Washin ton State Ventilation and Indoor Air Qualit Code (VIAL) G.BATHROOM WALL COVERINGS SHALL BE MOISTURE g y RESISTANT CEMENT PLASTER TILE,OR APPROVED EQUAL TO 70 INCHES ABOVE DRAIN AT SHOVERS OR TUB WITH SHOWERS. f 1 C.ROOFS,DRAWINGS WILL SPECIFY TRUSS OR RAFTER CONSTRUCTION. 1.ENGINEERED TRUSS DETAIL TO BE CHECKED BY GENERAL CONTRACTOR OR BUIL➢ING DESIGNER BEFORE INSTALLATION. 2.STANDARD ROOF LOAD TO APPLY TO DRAWINGS TO BE A 40 PSF TOTAL LOAD UNLESS SPECIFIE➢OTHERWISE ON DRAWINGS. I V 1 N 3. ROOF SHEATHING TO BE 1/2'CDX STANDARD,OR 7/16' OSB AND ROOFING PRODUCTS USED. D.CONNECTIONS- ALL CONNECTORS ARE SPECIFIED AS SIMPSON CONNECTORS OR EQUIVALENT. J 1.NAILING SCHEDULE TO BE IN ACCORDANCE WITH TABLE -�{I 23-1-Q,UBC I 1�� I 1 4.ENERGY CODE- COMPLY WITH WASHINGTON STATE 2015 ENERGY CODE A.ALL WINDOWS AND DOORS TO BE SEALED INTO WALL WITH PROPERLY INSTALLED WINDOW WRAP AND CAULKING. 20' Easement For E B.ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED TO m Egress, UNCONDITIONED WALLS AND FOUNDATIONS TO BE CAULKED TO I Ingress, Drainage and Utilities STOP AIR LEAKAGE. /0 (Private) C. ALL PENETRATIONS FOR PLUMBING, WIRING,AND DUCTING E TO BE SEALED 3`�I"l o I ///'''��� ��/ D.VENTILATION DUCTS SHALL HAVE R-4 INSULATION _ J COVERING _ _ _ ._ — — —' — 0 4� S. INSULATION, �J Lot 2 �— I o , A.ROOF/CEILING ' HAVE MINIMUM OF R-49 BLOWN INSULATION `�j.r A' E FLOOR:R-31 10'BATT INSULATION C.ALWALLS�R-21 6'BATT INSULATION I Ss 1 O D.ALL EXTERIOR WALLS TO HAVE EITHER OF THE FOLLOWING TYPES OF VAPOR BARRIERS. N L TYVEK HOUSE WRAP (PREFERABLE) -. I JI O 3. 155 H.ORU7ELB.RFELT PAPER, ti Y 10, �— Garage _ Concrete ��3�e2 MECHANICAL SPECIFICATIONS f 1. CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR co Proposed CONTAINING OTHER FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO � Residence THE OUTSIDE. EXHAUST DUCT LENGTH IS LIMITED TO 25 FT.WITH 2 Z \ \ ELBOWS. Z. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW,SPARK,OR FLAME _ J 3 5�-9 SHALL BE LOCATED A MINIMUM OF 18'ABOVE THE GARAGE FLOOR. O 3. EXHAUST DUCTS TO BE CONSTRUCTED OF SMOOTH-BORE,NONCOMBUSTIBLE C I i MATERIALS. APPROVED FLEX CONNECTIONS NOT EXCEEDING 6 FT. IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. 4. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AMD OVER FOUR FEET TALL SHALL BE STRAPPED DOWN TO PREVENT OVERTURN IN AN Ir Deck W CASE OF EARTHQUAKE. Z \ N PLUMBING SPECIFICATIONS im O 4� O ly 1. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK DRAIN TO THE 'Z ti) / -i I -Z OUTSIDE OF THE BUILDING WITH DRAIN END NOT MORE THAN TWO � O C\ 2 7 FEET NOR LESS THAN 6' ABOVE THE GROUND,POINTING DOWN. 'n NV .. 2, PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED. - � Line of Building 3. PROVIDE AN APPROVED BACK FLOW PREVENTION DEVICE AT ALL HOSErn g BIBS. r Envelope 4. PROVIDE A CLEAN-OUT WHERE BUILDING DRAIN AND BUILDING SEWER ^ ❑ ' ❑ LINES CONNECT. :a_ l I 5. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL. ➢ISCLA[MER i ❑ LIBOLT RESIDENTIAL DRAFTING,INC., IS NOT RESPONSIBLE FOR ANY SAFETY PROGRAMS, _ METHODS OR PROCEDURES OF OPERATION OR THE CONSTRUCTION OF THE DESIGNS SHOWN ON THESE DRAWINGS. DRAWINGS ARE ALSO NOT BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT I Libolt DIRECTLY OR INDIRECTLY TO LIBOLT RESIDENTIAL DRAFTING, INC. Residential LIBOLT RESI➢ENTIAL DRAFTING,INC. © COPYRIGHT 2004 Drafting IF THIS DRAWING IS LESS THAN 24'X36' IT IS A REDUCED PRINT, SCALE ACCORDINGLY, TTSite Plan 110 Park View Dr. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL ➢IMENSIONS AND CONDITIONS ON 1"=10'Scale Lyrder,WA 05 264 THE JOB.AND LIBOLT RESIDENTIAL DRAFTING,INC.,MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. SHOP DETAILS SHOULD PAV A Date- 6/9/20 BE SUBMITTED TO LIBOLT RESIDENTIAL DRAFTING,INC.,FOR REVIEW BEFORE PROCEEDING ``�1 /} ,�4 140� WITH FABRICATION. A ` SCOLe / Page: THESE PLANS ARE TO BE USED ONLY FOR THE CONSTRUCTION OF THIS PROJECT. ANY USE OF 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 S' 10' 20' 30' 40' 50' 75' 100' of 8