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HomeMy WebLinkAboutBLD2023-01069 SFR - BLD Application - 9/7/2023 MASON COUNTY COMMUNITY SERVICES PermitNo:'?71(4 2623-61610 1 , PERMIT BUILDING•PLANNIN C RECEIVED PUB HEALTH•FIRE MARSHAL 615 W.Alder Street,Shelton,WA 98584 Phone Shelton:(360)427-9670 ext.352•Fax.,(360)427-7798 Phone Beltair.(360)2754467•Phone Elma:(360)482-5269 SEP 0 7 2023 BUILDING PERMIT APPLICATION 615 eet PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:Marc&Barbara Gitlin NAME: MAILING ADDRESS:3459 W Mardan Dr MAILING ADDRESS: CITY:Long Grove STATE:IL ZIP:60047 CITY: STATE: ZIP: PHONE#1:847.868.4902 PHONE: CELL: PHONE#2:715.377.3202 EMAIL: EMA L:gr8sunnysmiles@gmail.00m L&I REG# EXP. PRIMARY CONTACT: OWNER I] CONTRACTOR❑ OTHER❑ NAME B ft.Gef^ EMAIL gr8sunnysmiles@gmail.com MAILING ADDRESS 3459 W Mardan Dr CITY L^vo— STATE IL Z)p60047 s� PHONE 715.377.32m CELL 715.377.3m2 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number) 123194250030 ZONING Rural Res 10 acres LEGAL DESCRIPTION(Abbreviated)LOT 3OF u s*95.14 AF 0=115 PTN OF NW SE s sw se s mie FIRE DISTRICT North Mason Reg Fire SITE ADDRESS 161 NE Ridgetop Ct CITY Belfair DIRECTIONS TO SITE ADDRESS Sand HIP Rd to Ridgetop Cf. Turn right.Lot last one on left before cut-de-sac. IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO❑+ SNOW LOAD:25 psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Checkanthat apply): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE OF WORK: NEW p ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑ USE OF STRUCTURE(Residence,Gmnge,Commercial Bldg,Etc.)Residence IS USE: PRIMARY El SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS HEATED STRUCTURE? YES(Whole Bldg)❑ YES(Panls1 oJrBldg)I] NO❑ DESCRIBE WORK Construction of primary residence SQUARE FOOTAGE:(proposed) 1 ST FLOOR2406 sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft COVERED DECK374 sq.ft. STORAGE sq.ft OTHER sq.& GARAGE725 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[I NO❑ Ifyes,attach completed Water Adequacy Form PERIMETERNOUNDATION DRAINS PROPOSED? YES❑+ NO[] EXISTING SQ.FT.0 EXISTING BEDROOMS 0 PROPOSED BEDROOMS 3 TOTAL BEDROOMS 3 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 ! `p ( COUNTY CODE 14.08.42) I Z�4, Signature of OWNER(Must be signed by the OWNER I Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH Permit No:�I G�21r7Z3 " MASON COUNTY o o� COMMUNITY DEVELOPMENT Permit Assistance Center, Building,Planning PLUMBING & MECHANICAL PERMIT APPLICATION OWNER aFQR TIQN: CONTRACTOR INFORMATION: NAME: ',- I Yl NAME: MAIL G ADDRESS: i'-C/i MAILING ADDRESS: CITYbY '�STATE: I-- ZIP: CITY: STATE: ZIP: Vt PHO j7, :M 3 11� 2 PHONE: CELL: 2"d PHONE: h n- �2 EMAIL : EMAIL: f— � ,A 4 5i111/csg)am kf L&I REG# EXP. PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number): $pp 3Q Zoning: LEGAL DESCRIPTION(Abbreviated): SITE ADDRESS: Jui nE' "Aicke,46D DEP CITY: DIRECTIONS TO SITE ADDRESS: TYPE OF bB: NEW ADD=AL I =REPAIR=OTHER=USE OF BUILDING LOCATION OF FIXTURES/UNITS—IsT FLOOR=2ND FLOOR=BASEMENT=GARAGE=OTHERO PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS Type of Fixture No.of Fixtures Fees Fuel Type:Electric=LPC=Natural Gas=Ductless= Toilets _3 Type of Unit No.of Units Fees Bathroom Sink Fammee � Bath Tubs Heat Pump/ho Showers Spot Vent Fan Water Heater / Propane Tank Clothes Washer / Gas Outlets 1— 5 Kitchen Sinks oo /Gas/Pellet Stove / Dishwasher Kitchen Exhaust Hood / Hose bibs _�i 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. X Signature of Owner Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT ?1513 PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 JBN S EH Setbacks 9 y EH APPROVED A.) Drainfield/Reserve requires 10'setback from tooting/foundations : B. Septic tank(s)requires 5'setback from all footing/foundations Rhonda Thompson 11/13/2023 C.)No foundation/Perimeter Drains within 30ft,downgradient of Drainfield/Reserve area Q -- -- D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within 50ft.down gradient of Drainfield/Reserve area " N 7923'00"�W 707 40' h f� A x `L� I c,J I 1i" 10'mAt GRAVE D IV= �� T 4 9 -1 v` N 7O'23'OQ" W 731 23' Cl } Name Parcel# l3Ll)ir Mason County Department of Community Development Small Parcel Stormwater Management Application/Worksheet (page 1 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 surface'. '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. To Calculate Impervious Surfaces Please Complete This Table Surface Type Length X Width = Area All dimensions in feet Buildings X = X = Measurements for buildings are taken at the X _ perimeter of the farthest projections (example: 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 = Others X = X If the total impervious area of the proposed site X j development is greater than 2000 square feet a Small Parcel Stormwater Site Plan is Required Total Impervious Surface Area (sum of all areas) If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read,acknowledge and sign beloi�. 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 property for review and inspection as may be required. X _ Owner/Agent/Contractor(circle one)Date: If the Total Impervious 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 Name 41 I I Y Parcel# 12,5 19• y a►• 56030 BLD# 2023-d 1 OL0 1 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 OITIAL 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 Mail:P 0 Box 1850,Shelton WA 98584 Physical:415 N 6th St, Shelton WA 98584 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.352 Mail: P 0 Box 1666, Shelton WA 98584 Physical:426 W Cedar St, 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 r/ rtyfor review and inspection as may be required. 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ALLYN 1'yA 98529 lit Imsdeslgnslic®gmell.com � �, Imsdesigns.org (360)221-9861 O f`I N N iv m J D J P GIRDPR TO Y`1ALL q pQ N Lo v mm j FOUNDATION NOTES: Z 11 -1/&"1-J015T cQ16"O.G.Ilk 11 SLOPE CRAWL SPACE TO DRAIN.MAXIMUM SLOPE IS 2 HORIZ.,1 o m 1 L VERT.BETWEEN FOOTINGS AT DIFFERENT ELEVATIONS. m ALL FOOTINGS TO REST ON CLEAN,FIRM UNDISTURBED SOIL. m STEP FOOTINGS REQUIRED TO MAINTAIN REQUIRED DEPTH m ,�_ BELOW FINISH GRADES. , U M O CONCRETE STRENGTH, - V Q c) 3.000 PSI AT 28 DAYS FOR ALL SLABS.(FOUNDATION DESIGN BASED ON 2,500 PSI). I - N 3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION. m S (13 MAXIMUM SLUMP,4" -0 L USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS coerv�/ UNLESS NOTED OTHERWISE <o coL.L N Y' T — 1J_I CONCRETE EXPASION ANCHORS SHALL BE'SIMPSON WEDGE-ALL Y `�A Z STUDANCHORS'OR ENGINEER APPROVED EQUAL. EPDXYTO BE U Z SIMPSON"SET"ADHESIVE OR APPROVED EQUAL. L c- CC� COa z INFILTRATION,ALL OPENINGS IN THE EXT.BLDG.ENVELOPE SHALL C Q j BE SEALED AGAINST AIR INFILTRATION.THE FOLLOWING AREAS J MUST BE SEALED. m 4 0 JOINTS AROUND WINDOW AND DOOR FRAMES Zr - - - " JOINTS BETWEEN WALL CAVITY AND WINDOW/DR.FME. 4"SLAB ON GRADE 'JOINTS BETWEEN WALL AND FOUNDATION 'JOINTS BETWEEN WALL AND ROOF �^ JOINTS BETWEEN WALL PANELS 9 4 UTILITY PENETRATIONS THROUGH EXTERIOR WALLS S 14'-0 7116' 9'-1" 14'-2 3/16 14'-3 5/16' 24'-10 7/16" 76'-5 315" P- 5cale:1/4 in = 1 ft 41, 1— 0 2,27.0.16 SQ.FT. CRAWL SPACE Q � 4X10 HANGER Z LL BEAM POGKET 4X10 PT 2X 5UPPORT O GIRDER TO FDN NALL Ll J-HANGER PER ENG j� RING DATE: 5/19/2023 -- SHEET: TYP I-JOIST HANGER v / 1 12 L M S Designs LLC CUSTOM HOME DESIGNS L "5tev6 91 EYWiEEL rHT5TREET*4 ALLYN Y44 96524 � ! ImsGeslgnslic®gmell.com j Imsdeslgns.org (360)221-9B61 F C �lse «i (b 00 '" rn _ co t- 5 � m U 'n O ww.Ql QO O N s \\ o6 LU A �m z z �A a- r� C� �v Z Y ♦�y G r Q W �r J ` i E / . wro. LL FRAMING NOTES: �9 PROVIDE DOUBLE JSTS. UNDER ALL WALLS RUNNING PARALLEL TO JOISTS. PROVIDE POSITIVE VENTILATION AT EA. END OF EA. RAFTER SPACE AT VAULTED CEILING AREAS. PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER I.B.C. SEC. R502.12. Framing, Floor Plan View DATE: SCALE:1/4 in = 1 ft 5/19/20�3 PROVIDE POSITIVE CONECTIONS AT EACH END OF ALL POSTS AND SHEET: COLUMNS TO RESIST LATERAL DISPLACEMENT. 7 12 L M S Designs LLC CUSTOM HOME DESIGNS 91 E WHEELWRIGHT STREET 114 AL"M 96524 Imsdeslgnsllc@q-11— Imsdeslgns."Q (360)227-9661 CC) N I C) >Q CO (ll m CD U CY) �o c� o Ln CD m � N 06 W � Z L Z -� a- Z W J U N 'a ul Tv r LL C- O Roof Plan View DATE: SCALE:1/4 in = 1 ft s119/2023 SHEET: 8 12 L M S Designs LLC CUSTOM HOME F-1 DESIGNS 5.1 L M S� U 97 EWHEEL R1rHT5TREET#4 A LYN N 98524 '�— r �� ImsdeslgnsllcQgmalLcom Imsdeslgns.org (360)22T-9061 w 0 yy t — is d 00 00 \� I MANUFACTURED TRU55 � Q F2 11 Al i _ m O 11 Ali I' U M --- CD c)-o (B O N _ N N LOPED FILING I, m N w o6 w t— U Z Z m 2 U I Lu I by �J J� MANUFACTL RED TRU55 fa 4 � ♦y .air+� � :4,-TM a � . ,} r �a AA' 00 aqY T'; DATE: 5/19/2023 SHEET: 5cale:1/4 in = 1 ft 1 L M S Designs LLC CUSTOM HOME DESIGNS L /►f StCVZ4114 91 E WHEELWRIGHT STREET 94 ALLYN M 96524 ImsEeslgnsilc®gmell.fom imsdeslgns.org (360)227-9861 COVERED PORG O i N 00 O p 5 L OFFICE - �LTH BEDROOM Iv - Co 30 CD Elo❑ no O ❑ ❑ N 10 ca TREADMILL }I ® m �' M BATH O ❑ BRMS of LU ❑CLOSET _ i T- - -- HALL LIVI � Z o O Co (o i ❑ KITCHEN ❑ ® LANDRY 4 GL05ET BEDROOM ❑ ❑ ---- - 0 ❑ � ❑ WORM ----- ---� 49 �]MEGH I L �... 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ImaEeslgns.org -DE SIOKE ceTECTOrt Ix EACH rtOO I ONI N e CH co"Noo"ACG 3s ALL EXPOSED INSULATION IS TO HAVE A FLAME SPREAD RATING (360)221-9B61 wrenswxECT s"oxe OF LESS THEN 25 AND A SMOKE DENSITY RATING OF LESS THAN iMEY ULrvu souxO.cxovloF e.'NT'E°cAuvF_T UN"s unoxENlxiPEO. 450. K OAwmlFax oNtrnwtcE PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN Ax"A.xr OTHErt na —S 1-worEx F✓."E. RAFTERS. of vxGoucv¢nwiwa o's�rt FxcrrrvESFm Hoot wrrN�nu+cVweLe SPECIFIC MANUFACTURES AND MODEL NUMBERS SHOWN ON THE nArK Hoaosua.Lw ro eE vsxreororNz ou*sce. PLANS ARE INDICATIONS OF QUALITY ONLY.THE OWNERBUILDER ¢Ecrwrx 9N61TMtOdb.Rrc�rs MOGwlbcsswai eEcta ort SHALL NOT BE PROHIBITED FROM SUBSTITUTING MATERIALS AND/ OF.Lc.FFA wVRwi¢EcmCKc""E rtEOIMEMFxTA OR APPLIANCES OF EQUAL QUALITY/STRENGTHS FROM NON. eccEu 000as FurcHEero canrn so.eEsan.ncs ro rHE SPECIFIED MANUFACTURERS. 00 "KEHFRTN Di LxE WNl.FLOGRORGFINGTHe(M1GH Yll°CN}11Ev vF"ET"ATE. THE OWNER/BUILDER SHALL NOT BE SUBSTITUTING MATERIALS (V = PROVIDED THEY MEET CURRENT BLDG.CODE,AND ARE aooes rt-ro APPROVED FOR THAT SPECIFIC USE BY THE BUILDING OFFICIAL DO �Ea"vrNN�cxnm.s�E vExTNc ro.�ET THE xEOL�L�ErsaE r�m.a L M(D W O +� UeM no m O N a 0) CO (Y ch o6 LU Typical Roof Construction Z Z tv � a i Lu 1-7/16"Roof Sheathing-See Engineering for Nailing Pattern Q 2-R-49 BLOWN-IN Insulation 3-15#Asphaltic Roof Paper 4-MANUFACTURED TRUSS Rafter @ 24"OC(UNO) 5-2X Vented Eve Block 6-5/8"GWB Drywall on Ceiling / 7-5/4"Fascia - -----_- IL 1. L L - -- U-Factor = .29 C. ■A` NFRAL NOT ¢_� ■ ■ THE BUILDER SHALL VERIFY THAT SITE CONDITIONS ARE CONSISTENT WITH THESE PLANS BEFORE STARTING WORK.WORK NOT SPECIFICALLY DETAILED SHALL BE CONSTRUCTED TO THE SAME QUALITY AS SIMILAR WORK THAT IS DETAILED.ALL WORK SHALL BE DONE IN Typical Wall ACCORDANCE WITH INTERNATIONAL BUILDING CODES AND LOCAL CODES. j Construction WRITTEN DIMENSIONS AND SPECIFIC NOTES SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND GENERAL NOTES.THE ENGINEERIDESIGNER SHALL BE CONSULTED FOR ----- ---- VERTICAL OR HORIZONTAL -- - I - - - ------- 1- Siding On Exterior �\ Z CLARIFICATION IF SITE CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN SHOWN,IF 2-TYVEK Building Wrap ■F1F�■ DISCREPANCIES ARE FOUND IN THE PLANS OR NOTES,OR IF A QUESTION ARISES OVER THE INTE NT OF THE PLANS OR NOTES.CONTRACTOR SHALL VERIFY AND IS RESPONSIBLE FOR ALL 3-7/16"OSB L DIMENSIONS(INCLUDING ROUGH OPENINGS). 4-2x6 Studs @ 16 oc 5-R-21 Insulation w/Vapor Barrier PLEASE SEE ADDITIONAL NOTES CALLED OUT ON OTHER SHEETS. '.� �', ,- l __. ',- �', 6-112"GWB on Interior BUILDING DING PERFORMANCE, bom on HEAT LOSS CALCULATIONS SHALL COMPLY WITH THE REQUIREMENTS OF REGIONAL AND - -__-- .:_u _._. - - -:_::_ - --- - --- ----- ------ ----:-.- - - LOCAL CODES.SEE CALCULATIONS.PORCHES,DECKS,FOUNDATION,FIREPLACE ENCLOSURES,AND GARAGE AREAS NOT INCLUDED IN LIVING AREA ALL EXHAUST FANS TO BE 12"x 16"Footing(LINO) VENTED DIRECTLY TO THE EXTERIOR.ALL PENETRATIONS OF THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULK OR FOAM. 1.0F Frost Depth Required Typical FDN Construction 1 IIMRFR SPECIES- DATE: 1.POSTS,BEAMS,HEADERS,JOISTS,AND RAFTERS TO BE DF-#2. 3/4"T&G Subftoor 2.EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTER. Glued 8L Nailed 511912023 3.SILLS,PLATES BLOCKING,AND BRIDGING TO BE DF42. ` 11 7/8"1 Joist @ 16"OC B i M 4.ALL STUDS TO BE DF#2 OR BETTER. 5.PLYWOOD SHEATHING SHALL BE AS FOLLOWS: R-38 50ALE:1/2 in = 1 ft SHEET: 6.ROOF SHEATHING SHALL BE 5/8"PLYWOOD OR 9132 OSB. Unless Noted Otherwise 7.WALL SHEATHING SHALL BE 1/2"INT-APA RATED 32116 OR 7116"OSB. 1 8.FLOOR SHEATHING SHALL BE 3/4"T&G INT-APA RATED OSB. I