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HomeMy WebLinkAboutBLD2021-00466 SFR - BLD Application - 4/1/2021 r PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: Reek bWVA04C} 1+3' to LLC- NAME: 12d D es MAILING ADDRESS: *93 MAILING ADDRESS: i'-70 CITY: J- STATE: 4 -'ZIP: e CITY: LVA/a-,0AJ STATE. t PHONE#f: 3 40 yR`7 I G` PH iS'7 CELL' /L!,49 PHONE#2: 3&0 -7 ` O 440 EN U c EMAIL: �J3 STrZA Go L&I REG#BQ PRIMARY CONTACT.►( OWNER CONTRACTOR OTHER❑ NAME /' � EMAIL • STI2l4 MUt I +� MAILING ADDRE S `� CITY STATE �J��. ZIP � PHONE �1 ELL 3 "7/ Z 6 Q PARCEL INFORMATION: lf7N PARCEL NUMBER(12 Digit Number) [ "Z�7„® 5 Cs�y®I 0 ZONING LEr �R//IP`�txt� 60�l tV !✓c�� 4 L,i `L►I FIRE DISTRICT SITE /ADI RESSI bl�t3?j/ CITY DIRECT�IONS TO SITE ADDRESS /IV ew 3-tu v V L 6lV7-D S i�v 1�sI i / M IS THE PROJECT WIT 300 FT OF LO E(S)GREATER THAN 14%: YES[] NO RrISNOW 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.) J29d'Z1,&W Ce IS USE: PRIMARY 2r SEASONAL ❑ NUMBER OF BEDROOMS_ NUMBER OF BATHROOMS-.�— HEATED STRUCTURE? YES(Whole Bldg) YES (Part[s/of Bldg) ❑ NO [IDESCRIBE WORK I.e H)C - � b SQUARE FOOTAGE: (proposed) 1ST FLOOR-3q,�-sq.ft. 2NDFLOOR-L[t)B sq.ft. 3RD FLOOR sq.ft. BASEMENT sq. ft. 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 • ST UCTURE? YES [� NO ❑ If yes, attach completed Water Adequacy Form N veyy z - ld.�. 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 .PE MIT APPLICATION OF 180 PAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON �!a 42 COUNTY CODE 14.08. ) X I' ZO z Sign re f OWNER Must be signed b the OWNER Date MASON COUNTY COMMUNITY SERVICES Permit No:&CA=(-�y.{(Q(P PERMIT ASSISTANCE CENTER: •BUILDING •PLANNING •FIRE MARSHAL 615 W. Alder St-Shelton, WA 98584 RECEIVED wi��,mason.wa.us PhhAAShelton:(360)427-9670 ext. 352• Fax:(360)427-7798 APR 01 2021 Photte Belfair.,(360)275-4467• Phone Elma:(360)482-5269 PLUMBING & MECHANICAL PERMIT APPLICATI8W W. Alder Street OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: k2Ar'' &i-'- NAME: Y a-G4-- MAILING ADDRESS: 1-7A1, MAILING ADDRESS: "0 - T CITY: LYA"ly STATE:LUG- ZIP: r2L/ CITY: - W STATE: zIP9e7ze IstPHO : 3W0 q0�-7 PHONE 0e&71S?0 CELL: fZ • ob 2nd PHONE: O -7 Z. 6 EMAIL : plao wy :2S �G�/L1 �9lYI EMAIL: 1 S ,e-1041 L&I REG# 'EXP.-7 PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number): f, a o 0 G 0 Zoning: LEGAL DESCRIPTION (Abbreviated :721v'c'-e l g &h At07ti/ / SITE ADDRESS: f el- CITY: DIRECTIONS"T,O� SIT DDRESS: ✓�lJ / X 9ii1 ►�'i 0 ! P TYPE O JOB: NEW ADD ALT• REPAIR OTHER USE OF BUILDING LOCATION OF FIXTURES/UNITS—IST 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 Ductless Toilets 3 Type of Unit No.of Units Fees Bathroom Sink Furnace Bath Tubs ( Heat Pump M i N+ ' Showers t `/ Spot Vent Fan Water Heater i Propane Tank Clothes Washer i Gas Outlets Kitchen Sinks I Wood/Gas/Pellet Stove Dishwasher l Kitchen Exhaust Hood Hose bibs Z Dryer Vent 1 / 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 a 'O er Date DEPARTMEN AL REVIEW APPROVED I DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT G•/<•t/ PLANNING DEPARTMENT FIRE MARSHAL Rev:1/27/2016 JBN RECEIVED CONSTRUCTION SPECIFICATIONS Plan Number: 1.GENERAL NOTES. Red Door009 Lot 8 A.WIN IIIIV// 2 I D EXPOSURE AND SPEED 90 MPH,EXPOSURE B � APR 1 2021 1st Draft 1/21/21 B.ROOF LOAD 40 LB.(25-7-0-9) �. 2nd Draft 3/I8/21 C.RAIN.2'PER HOUR FOR ROOF DRAINAGE DESIGN //��//�� 3rd Draft 3/30/21 D.DECK LOAD 50 LB.PSF(40 LIVE LOAD,10 DEAD LOAD) ❑weer Info: 202I " l�J I 8 6151/1/ Street E.DECK LOAD 60 PSF F.SOILS.PER IRC TABLE R405.1,IBC SECTION 1804 G.FROST DEPTH.18' H.SOIL BEARING PRESSURE 2,000 PSF w J I.SOIL CLASSIFICATION TYPE.GROUP IV Red Door Design g( Build � 7L �Lx�Y•�I! J.ALL GLASS IN DOORS, SIDELIGHTS,AND BATHROOMS, TO BE 9 \ .�b O �'I TEMPERED GLASS K.SEISMIC DESIGN.CATEGORY D NDAT ON- Lynd Guide Meridain �� `./` -+ Psalm: 20:4&5 2.FpUFOOTING.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 FOOTING AND OVERLAID WITH 1/2' TO 2'WASHED DRAIN ROCK Site Info: Q H.FOUNDATION WALLS.TO BE BUILT TO SIZE SPECIFIED ON DRAWINGS AND THICKNESS SPECIFIED IS MINIMUM REQUIREMENTS. PLACED IN ACCORDANCE VITH FOUNDATION PLAN. C. REINFORCEMENT STEEL. TO HE AS SPECIFIED THICKNESS Drum Street \ CALLED OUT ON DRAVINGS AND TO BE DETAILED AND PLACED IN \ ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR REINFORCED A&M Development Lot Line Adjustment, Lot 8 PLANNING \ \ CONCRETE AND 70 HE DEFORMED STEEL BARS CONFORMING TO Allyn, Washington AS7M A615,GRADE 40, (GRADE 60 ON NS L N6 REHAR) \\ D.CONCRETE,SHALL BE 'READY-MIXED CONCRETE'AND SHALL CONFORM TO ASTM C94(5 SACK OR BETTER) Mason County \ \\ 3.FRAMING- A.FLOOR.TO FRAMED IN ACCORDANCE VITH SPECIFICATIONS OFDRAVINGS. `i'6,329 Sq. Ft. 1.TO HAVE A FLOOR LOAD IN ACCORDANCE VITH IRC 2.ALL STRUCTURALTURAL MEMBERS OF FLOOR BE PROPERLY SET AND FASTENED IN ACCORDANCE WITH IRC. \ \ 3.STRUCTURAL LUMBER TO BE N2 DF OR BETTER. H.WALLS, L EXTERIOR WOOD FRAMED WALLS TO BE 2'x6' DF-L N2 \WITH STUDS A7 16'O.C. HEIGHT OF EXTERIOR WALLS TO BE AS \trect sHERN. City of Allyn Applicable Codes: 2.ALL EXTERIOR WALLS TO BE SHEATHED WITH I/2' STRUCTURAL PLYWOOD OR 7/16' OSB. IF PROPER LET-IN BRACING � \ IS TO BE USED IT WILL BE DETAILED IN PLAN -2O1S International Residential Cade and Amendments (IRC) \ 3.ALL BE HEADERS AND BEARING WALL BEAMS TO -2015 International Building Code and Amendments (IBC) BE 4'x10'UNLESS SPECIFIED ON DRAVINGS. -2015 International Fire Code and Amendments (IFC) _ 4.INTERIOR WALL 2O B CONSTRUCTION PLACED AT 16' International Mechanical Code and Amendments (IMC) _O.C. STUD HEIGHT ' ' -2015 It ti M AS SHOWN. \\ \ 5.INTERIOR BATHROOM WALLS WITH EXTENSIVE PLUMBING -2015 Uniform Plumbing Code (UPC) \ \ FIXTURES MAY HAVE FRAMED WALLS TO HE PROVIDE -2015 Washington State Energy Code (WSEC) Do CLEARANCE AND COMFORTABLE WORKING SPACE. BATHROOM MALL VERINGS SHALL BE MOISTURE g y -2015 Washington State Ventilation and Indoor Air Quality Code (VIAL) I` \ \6. CO RESISTANT CEMENT PLASTER TILE,OR APPROVED EQUAL TO 70 INCHES ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS. C.ROOFS: DRAWINGS VILL SPECIFY TRUSS OR RAFTER LINE TABLE \ \ W CONSTRUCTION. 1. ENGINEERED TRUSS DETAIL TO BE CHECKED BY GENERAL \I\ U CONTRACTOR OR BUILDING DESIGNER BEFORE INSTALLATION. W 2. STANDARD ROOF LOAD TO APPLY TO DRAWINGS TO BE A 40 NO. BEARING DISTANCE PSF TOTAL LOAD UNLESS SPECIFIED OTHERWISE ON DRAVINGS. I \ O S 9Q.3 3.ROOF SHEATHING TO BE I/2'CD% STANDARD,OR 7/16'OSB 1 6' V 1 (n AND ROOFING PRODUCTS USED. LI S 73'00'00'E 5'13 \ '� ��Q'o01 / W D.CONNECTIONS. L2 S 73*00'66*38'0' 14.97 o ` \ \ Of ALL CONNECTORS ARE SPECIFIED AS SIMPSON CONNECTORS OR EQUIVALENT. L3 $ 66'3S'09'W 3.66 1.NAILING SCHEDULE TO BE IN ACCORDANCE WITH TABLE 23-I-01 UBC L4 S 23'21'51'E 8.29 o \ 4.ENERGY CODE: COMPLY WITH WASHINGTON STATE 2018 ENERGY CODE A.ALL WINDOWS AND DOORS TO BE SEALED INTO WALL WITH PROPERLY CURVE TABLE \\ INSTALLED WINDER WRAP AND CAULKING. I 'Lot (� on \ \ B.ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED TO L Tl+ `xJ UNCONDITIONED WALLS AND FOUNDATIONS TO BE CAULKED TO NO. DELTA RADIUS LENGTH CrC'fe w STOP AIR LEAKAGE. _J C TO BEENETRATIONS FOR PLUMBING,WIRING,AND DUCTING Cl SEALED 72'57'24' 40.00 50.93 I I Dr1WPWQY \ I/�� \ 0 D. VENTILATION DUCTS SHALL HAVE R-4 INSULATION C2 72'05'56' 40.00 25.90 \ Z 5. INSULATIONNG C3 3S'51'28' 3.66 2$.03 2 V) COVERIA.ROOF/CEILING TO HAVE MINIMUM OF R-49 BLOWN INSULATION C4 40'21'51' 8.29 28.18B. FLOOR.R- INSULATION O C. MALLS.R-21 2t 6'6'BATT ATT INSULATION D. ALL EXTERIOR WALLS.TO HAVE EITHER OF THE FOLLOWING TYPES OF VAPOR BARRIERS. 1.TYVEK HOUSE WRAP(PREFERABLE) 2.TYPAR HOUSE WRAP 3.15 LB.OR 7 LB.FELT PAPER. I I O Proposed MECHAMCAL c_pECIFICAT[ONS 111 ���NN1 �1 Residence 1. CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR _ /1 ' /,tee �/, CONTAINING OTHER FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO /1[v' 'V//J�1y,/_�\j. Li THE OUTSIDE. EXHAUST DUCT LENGTH IS LIMITED TO 25 FT.WITH 2 ELBOWS. ' Co 2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW,SPARK, OR FLAME \ ` 0 Q 0 SHALL HE LOCATED A MINUMUM OF 18'ABOVE THE GARAGE FLOOR. _ ; n O p� 3. EXHAUST DUCTS BE CONSTRUCTED OF SMOOTH-BORE,NONCOMBUSTIBLE (j)e MATERIALS. APPROVED FLEX CONNECTIONS NOT EXCEEDING 6 FT. \ ' IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. - 4. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER FOUR -• CFEET ASE TALL SHALL BE.STRAPPED DOWN TO PREVENT OVERTURN IN AN OF • hnI In i You✓v� ,� -�b►� , P MBIN• SPECIFICATIONSYYY����p 1. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK DRAIN TO THE CIL O ( , y f ��"- \ ` y UTSIDE OF THE BUILDING WITH DRAIN END NOT MORE THAN TWO �N{/I++FEET NOR LESS THAN 6'ABOVE THE GROUND,POINTING DOWN. 2. PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED. \ �� :3. BIBS.IDE AN APPROVED BACK FLOW PREVENTION DEVICE AT ALL HOSE \ C� 4. PROVIDE A CLEAN-OUT WHERE BUILDING DRAIN AND BUILDING SEVER LINES CONNECT. 5. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED VITH A CLEANOUT AT \ 1 ITS UPPER TERMINAL. L]�• ' x DISCLAIMER �T• \ \ / S _ LIBOLT RESIDENTIAL DRAFTING,INC.,IS NOT RESPONSIBLE FOR ANY SAFETY PROGRAMS, I /'� \ ❑ U °°� NI�N C: MHESEDDRAVINGSPROCEDURES OF OPERATION OR THE CONSTRUCTION Of THE DESIGNS SHOWN ON ` ���q���j'$� �\ \ e0p' I�+ DRAWINGS ARE ALSO TNOTLY BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT ��t4 CrWMTY rr'D PL�1NNlNG ALL SETBAQKk ARE 11lfiE.gSURED Libolt DIRECTLY OR INDIRECTLY TO LIBOLT RESIDENTIAL DRAFTING, INC. \ Residential LIBOLT RESIDENTIAL DRAFTING,INC. © COPYRIGHT 2004 7 SME PLAN REQUIRED TO BE ON SITE �FAOAOHE FURTHEST Drafting IF THIS DRAWING IS LESS THAN 24'X36'IT IS A REDUCED PRINT. SCALE ACCORDINGLY. Site Plan CHANGES SUSJ 'T TO APPROVAL F CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON 1 GTIOk OF THE BUILDING I10 Perk A 9 Dr. THE JOB,AND LIBOLT RESIDENTIAL DRAFTING,INC., MUST BE NOTIFIED OF ANY VARIATIONS 1'=10'scale ! - Lynden, -1 98264 FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAVINGS. SHOP DETAILS SHOULD � '� ( (360)933-I105 BE SUBMITTED TO LIBOLT RESIDENTIAL DRAFTING. INC.,FOR REVIEW BEFORE PROCEEDING ISM ` Date. 3/30/21 WITH FABRICATION. 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 5' 10' 20' 30' 40' 50' 75' 100' of 7 CONSTRUCTION SPECIFICATIONS Plan Number:Red Door009 Lot 8 1.GENERAL NOTES n/� A. WIN D E X O POSURE AN I SPEED 90 MPH,EXPOSURE B B.ROOF LOAD 40 LB.(25-7-0-8) l./ L.i� 2nd Draft 3 B/21 C.FLOOR Draft 3/30/21 RAIN.2'PER HOUR FOR ROOF DRAINAGE DESIGN Zo ' D.FLR LOAD 50 LB.PSF(40 LIVE LOAD,IO DEAD LOAD) Owner Info: � E.DECK LOAD 60 PSF F,SOILS.PER IRC TABLE R405.1,IBC SECTION 1804 1. FROST DEPTHASSIF 18' \ O I I H.SOIL BEARING PRESSURE 2,000 PSF Red Door Design & BUlld I. SOIL CLASSIFICATION TYPE,GROUP IV ` J.ALL GLASS IN DOORS,SIDELIGHTS,AND BATHROOMS,TO BE TEMPERED GLASS 7356 Guide Meridain \. • 6 Psalm: 20:4&5 K.SEISMIC DESIGW CATEGORY D ' !6 v 1 2.FOUNDATION' L nden, Washington 98264 \ \ r Y A.FOOTING:SHOWN ON PLAN AS MINIMUM FANDOOTINGS TO BE POURED Y 9 . 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 of ,L1��� �N1YiC FOOTING AND OVERLAID WITH I/2' S 2'SASHED DRAIN ROCK Q B.FOUNDATION WALLS,TO BE BUILT TO SIZE SPECIFIED ON \ \ \ DRAWING S AND THICKNESS SPECIFIED IS MINIMUM REQUIREMENTS. n PLACED IN ACCOR➢ANCE VITH FOUNDATION PLAN. Drum Street EALTH C.REINFORCEMENT STEED TO HE AS SPECIFIED THICKNESS 'I CALLED OU7 ONDRAWINGS AND TO HE DETAILED AND PLACED IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS FOR REINFORCE➢ A&M Development Lot Line Ad justi'1ent, Lot 8 CONCRETE AND TO BE DEFORMED STEEL BARS CONFORMING TO ASTM A615,GRADE 40. (GRADE 60 ON k5& k6 REBAR) Allyn, Washington D.CONCRETE,SHALL BE 'READY-MIXED CONCRETE'AND SHALL CONFORM TO ASTM C94(5 SACK OR BETTER) Mason Count 3.FRAMING Y A FDR DRAWINGS. IN ACCORDANCE WITH SPECIFICATIONS OF 6,329 Sq. Ft. m 1.TO HAVE ALLOWABLE FLOOR LOAD IN ACCORDANCE WITH IRC RECEIVED- - I i i 2.ALL STRUCTURAL MEMBERS OF FLOOR TO BE PROPERLY SET AND FASTENED IN ACCORDANCE WITH IRC. \ �� 3. STRUCTURAL LUMBER 7O BE k2 DF OR BETTER. B.WALLS- 1.EXTERIOR WOOD FRAMED WALLS TO BE 2'x6'DF-L k2 VITH STUDS AT 16.O.C. HEIGHT OF EXTERIOR WALLS TO BE AS \ \ APR 0 1 2021 SHOWN. City of Allyn Applicable Codes: C , 2.ALL EXTERIOR MALLS TO BE SHEATHED WITH 1/2' l^X`xll STRUCTURAL PLYWOOD OR 7/16. OSB. IF PROPER LET-IN BRACING IS TO BE USED IT WILL HE DETAILED IN PLAN. -2015 International Residential Code and Amendments (IRC) 3.ALL WINDOW HEADERS AND HEARING WALL BEAMS TO -2015 International Building Code and Amendments (IBC) \ 615 W. Alder Street BE 4'x10'UNLESS SPECIFIED ON DRAWINGS. -2015 International Fire Code and Amendments (IFC) 4.INTERIOR WALL H 2O B CONSTRUCTION PLACED AT 16' -2015 International Mechanical Code and Amendments (IMC) _O.C. STUD HEIGHT TO BE AS SHOWN. � •."�-_;., 5.INTERIOR BATHROOM WALLS VITH 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. \ \ 6. BATHROOM WALL COVERINGS SHALL BE MOISTURE -2015 Washington State Ventilation and Indoor Air Quality Code (VIAL) \ Z Co RESISTANT CEMENT PLASTER TILE,OR APPROVED EQUAL TO 70 J INCHES ABOVE DRAIN AT SHOWERS OR TUB WITH SHOVERS. C.ROOFS:DRAWINGS WILL SPECIFY TRUSS OR RAFTER \ LtJ CONSTRUCTION. LINE TABLE 1.ENGINEERED TRUSS DETAIL TO BE CHECKED BY GENERAL �I\ I W CONTRACTOR OR BUILDING DESIGNER BEFORE INSTALLATION. 2.STANDARD ROOF LOAD TO APPLY TO➢RAVINGS TO BE A 40 NO, BEARING DISTANCE \ ^ p PSF TOTAL LOAD UNLESS SPECIFIED OTHERWISE ON DRAWINGS. V /1 3.ROOF SHEATHING TO BE 1/2'CD%STANDARD,OR 7/36.OSB L1 $ 73.00,00.E 5.13 \I� \ O S 7 9Q0 0' - AND ROOFING PRODUCTS USED. ➢.CONNECTIONS L2 $ 73'00'00'E 14.97 o \ ` \ J Ld ALL CONNECTORS ARE SPECIFIED AS SIMPSON CONNECTORS OR EQUIVALENT. L3 $ 66'38'09'W 3.66 0 Of 1.NAILING SCHEDULE TO BE IN ACCORDANCE VITH TABLE L4 $ 23'21'51'E 8.29 LLJ 23-1-0,UBC o _ 4.ENERGY CODES COMPLY WITH VASHINGTON STATE 2018 ENERGY CODE CURVE TABLE I ru A.ALL WINDOWS AND DOORS TO BE SEALED INTO WALL WITH PROPERLY INSTALLED WINDOW WRAP AND CAULKING. (L O� [�B.ALL FRAMING INTERSECTIONS BETWEEN CONDITIONED TO O( UNCONDITIOL,EAK WALLS AND FOUNDATIONS TO BE CAULKED TO NO. DELTA RADIUS LENGTH I o crPto Dr;` \ J C.ALL PENETRATIONS FOR PLUMBING,WIRING,AND DUCTING �P pia 0TO BE SEALED CI 72'57'24' 40.00 50.93 I Y \ )i D.VENTILATION DUCTS SHALL HAVE R-4 INSULATION C2 72'05'56' 40.00 25.90 Z I / 5. [NSUC13VER NG C3 35'51'28' 3.66 25.03 2 iL_IL 0 A.ROOF/CEILING TO HAVE MINIMUM OF R-49 BLOWN INSULATION C4 40'21'51' 8.29 28.18 B.FLOOR.R-30 10'BATT INSULATION C.WALLS.R-21 6'BATT INSULATION D.ALL EXTERIOR WALLS.TO HAVE EITHER OF THE FOLLOWING 1 O TYPES OF VAPOR BARRIERS. 1 VEK .TY HOUSE WRAP(PREFERABLE) 1 VEK HOUSE WRAP 3.15 LB.OR 7 LB.FELT PAPER. __ Proposed MECHANICAL SPECIFICATIONS r6,. I Residence L CLOTHES DRYER LOCATED IN AN AREA THAT IS HABITABLE OR ` IAIA CONTAINING OTHER FUEL BURNING APPLIANCES SHALL BE EXHAUSTED TO \VJ THE OUTSIDE. EXHAUST DUCT LENGTH IS LIMITED TO 25 FT.WITH 2 ELBOWS. I I (+) 2. ELEMENTS OF APPLIANCES WHICH CREATE A GLOW,SPARK,DR FLAME 4 Q SHALL HE LOCATED A MINUMUM OF IB'ABOVE THE GARAGE FLOOR. 1 C1 I p) 3. EXHAUST DUCTS O BE CONSTRUCTED OF SMOOTH-BORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX CONNECTION CONNECTIONS NOT EXCEEDING 6 FT. IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC DRYER EXHAUST. �+ 4. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER FOUR - 3 FEET TALL SHALL BE STRAPPED DOWN TO PREVENT OVERTURN IN AN � �Y 2� � _ S' CASE EARTHQUAKE. . 1 n I � ^^ A tAb ��� \ V PLUMBING SPECIFICATIONS `/`/ 1 O'J\ - _ j \ 1. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK DRAIN TO THE r r R \ \ }� Z D I� OUTSIDE OF THE BUILDING WITH➢REIN END NOT MORE THAN TWO A FEET NOR LESS THAN 6'ABOVE THE GROUND,POINTING DOWN. 2. PROVIDE AN AIR GAP FOR THE DISHWASHER IF PROVIDED. �•�� C 3 B BSWIDE AN APPROVED BACK FLOW PREVENTION DEVICE AT ALL HOSE 'J/��)� C� 4. PROVIDE A CLEAN-OUT WHERE BUILDING DRAIN AND BUILDING SEVER 5 V� w ✓ ` LINES CONNECT. x \ , �� 5. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEAN13UT AT ITS UPPER TERMINAL. - 046U, -� \ �� \ M s O O 1 n1crLAryER k. `CT-7J` � � S �j. M o W METRO RESIDENTIAL DRAFTING,INC.,IS NOT RESPONSIBLE FOR ANY SAFETY PROGRAMS, // \ \ QQ. �� METHODS OR PROCEDURES OF OPERATION OR THE CONSTRUCTION OF THE DESIGNS SHOWN ON i THESE DRAWINGS. 'R&,LC // \ \ � 0 < DRAWINGS ARE ALSO NOT BE USED IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT L1bOlt DIRECTLY OR INDIRECTLY TO LIBOLT RESIDENTIAL DRAFTING, INC. / -1 ' LIBOLT RESIDENTIAL DRAFTING,INC. © COPYRIGHT 2004 ` Residential \/�\ 2 � Drafting IF THIS DRAWING IS LESS THAN 24'X36'IT IS A REDUCED PRINT. SCALE ACCORDINGLY. � Site Plan / pm CONTRACTOR SHALL VERIFY AND HE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON / 110 Park View Dr. THE JOB.AND LIBOLT RESIDENTIAL DRAFTING,INC..MUST BE NOTIFIED OF ANY VARIATIONS 1"=10'Scale Lynden,WA 96264 _ (360)933-1105 FROM THE DIMENSIONS LIB AND RESIDENTIAL DRAFT ON THESE DRAWINGS. SHOP DETAILS SHOULD Date. 3/30/21 WITH SUBMITTED TO LIBOLT RESIDENTIAL DRAFTING,INC.,FOR REVIEW BEFORE PROCEEDING WITH FABRICATION, 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_ _2000000000111.- 0 5' 10' 20' 30' 40' 50' 75' 100, of 7