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Home My WebLink AboutA_VoygerSME_FINALDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT A_VoyagerSME_FINAL PLANNING DIVISION CERTIFICATE OF EXEMPTION FROM SHORELINE SUBSTANTIAL DEVELOPMENT EVALUATION FORM & DECISION DATE OF DECISION: February 14, 2024 PROJECT NUMBER: LUA24-000059, SME PROJECT NAME: Voyager Shoreline Exemption PROJECT MANAGER: Andrew Van Gordon APPLICANT: Kevin Singh, Signature GCI 1302 N 30th St, Renton, WA 98056 OWNER: Voyager Development, LLC 1302 N 30th St, Renton, WA 98056 CONTACT: Kevin Singh, Signature GCI 1302 N 30th St, Renton, WA 98056 PROJECT LOCATION: 3312 Lake Washington Blvd N (APN 3342100050) PROJECT DESCRIPTION: The applicant requests a Shoreline Exemption from a Substantial Development Permit to construct a detached dwelling. The project site is currently vacant. A demolition permit (B23003873) to demolish the previous detached dwelling was issued November 20, 2023. A building permit (B23005716) is currently under review for construction of the new detached dwelling. The project site is located within the Shoreline Residential designation and Lake Washington Reach D. Proposed work would occur approximately 150 feet from the ordinary high-water mark (OHWM). SEC-TWN-R: SE31-24-05 LEGAL DESCRIPTION: (King County Assessor) HILLMANS LK WN GARDEN OF EDEN #1 LOT 5 RENTON BLA #LUA-00-120-LLA REC #20001101900003 SD BLA DAF - SD LOTS 5-6 WATER BODY/REACH: Lake Washington/Reach D DocuSign Envelope ID: 6E8EFBEC-3549-460D-8876-C0EB5B0D748E City of Renton Department of Community & Economic Development Certificate of Exemption From Shoreline Substantial Development Voyager Shoreline Exemption LUA24-000059, SME Permit Date:February 14, 2024 Page 2 of 3 A_VoyagerSME_FINAL EXEMPTION JUSTIFICATION/DECISION: An exemption from a Shoreline Management Substantial Development Permit is hereby Approved on the proposed project in accordance with RMC.4.9190C “Exemption from Permit System’ and for the following reasons: f. Construction of Single Family Residence and Accessory Buildings: Construction on shorelands by an owner, lessee or contract purchaser of a single family residence for his own use of the use of his family, which residence does not exceed a height of thirty five feet (35’) above average grade level as defined in WAZC 173-27-030 and which meets all requirements of the State agency or local government having jurisdiction thereof, other than requirements imposed pursuant to this Section. i. “Single family” residence means a detached dwelling designed for and occupied by one family including those structures and developments within a contiguous ownership which are a normal appurtenance. An “appurtenance” is necessarily connected to the use and enjoyment of a single-family residence and is located landward of the OHWM and/or the perimeter of a wetland. ii. Construction authorized under this exemption shall be located landward of the OHWM. Staff Comments: The applicant has identified that the detached dwelling will be for their own use (Attachment 1). The site plan (Attachment 2) and elevations (Attachment 3) show that the detached dwelling will have an approximate height of 29 feet (29’) from the average grade level to the highest point. Required frontage improvements will occur approximately 150 feet (150’) landward of the OHWM with the dwelling itself approximately 170 feet (170’) from the OHWM. The work will be consistent with all other applicable requirements. FINDINGS: The proposed development is: i. Consistent with the policies of the Shoreline Management Act. ii. Not Applicable to the guidelines of the Department of Ecology where no Master Program has been finally approved or adopted by the Department. iii. Consistent with the City of Renton Shoreline Mater Program. SIGNATURE & DATE OF DECISION: _____________________________________ ______________________________ Matthew Herrera, Planning Director Date RECONSIDERATION: Within 14 days of the decision date, any party may request that the decision be reopened by the approval body. The approval body may modify his decision if material evidence not readily discoverable prior to the original decision is found or if he finds there was misrepresentation of fact. After review of the reconsideration request, if the approval body finds sufficient evidence to amend the original decision, there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the 14-day appeal time frame. DocuSign Envelope ID: 6E8EFBEC-3549-460D-8876-C0EB5B0D748E 2/14/2024 | 2:50 PM PST City of Renton Department of Community & Economic Development Certificate of Exemption From Shoreline Substantial Development Voyager Shoreline Exemption LUA24-000059, SME Permit Date:February 14, 2024 Page 3 of 3 A_VoyagerSME_FINAL APPEALS: This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on February 28, 2024. An appeal of the decision must be filed within the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). Appeals must be submitted electronically to the City Clerk at cityclerk@rentonwa.gov or delivered to City Hall 1st floor Lobby Hub Monday through Friday. The appeal fee, normally due at the time an appeal is submitted, will be collected at a future date if your appeal is submitted electronically. The appeal submitted in person may be paid on the first floor in our Finance Department. Appeals to the Hearing Examiner are governed by RMC 4-8-110 and additional information regarding the appeal process may be obtained from the City Clerk’s Office, cityclerk@rentonwa.gov. EXPIRATION: Two (2) years from the date of decision (date signed). Attachments: Attachment 1: Ownership Information Attachment 2: Site Plan Attachment 3: Elevations DocuSign Envelope ID: 6E8EFBEC-3549-460D-8876-C0EB5B0D748E 1 Andrew Van Gordon From:Kevin Singh <ksingh@signaturegci.com> Sent:Friday, January 26, 2024 12:12 PM To:Andrew Van Gordon Subject:Shoreline Exemption Paperwork Attachments:C_ProjectNarrative_ShorelineExemption_240125_V1.pdf; P_SITEPLAN_VOYAGER3312_ 232712_V2.pdf; P_VicinityMap_3312LakeWa_240116_v1.pdf; A_ModificationApplication_ 3312LkWA_240124_v1.pdf Please find attached the necessary submittal paperwork. Also, please note that although the property is currently registered under Voyager Development LLC, that was done for financing reasons, i am going to be occupying this house as my personal residence. Thank you CAUTION: This email originated from outside the City of Renton. Do not click links, reply or open attachments unless you know the content is safe. DocuSign Envelope ID: 6E8EFBEC-3549-460D-8876-C0EB5B0D748E P44.045.353.553.259.357.944.043.844.443.843.844.045.946.746.844.144.044.144.043.743.849.446.752.653.750.648.948.448.448.448.856.856.858.257.455.855.052.353.655.352.455.553.957.151.751.752.152.252.554.855.153.653.253.255.057.053.653.653.757.657.853.853.753.853.753.553.452.454.154.455.854.054.753.453.353.353.359.258.259.958.058.262.061.760.157.556.156.957.154.854.354.554.357.051.751.651.651.150.951.452.249.950.049.650.049.950.050.053.749.949.649.349.249.147.646.846.947.745.845.546.245.444.944.321.0'18.6'11.8'15.9'6.2'5.4' 5.4'12.5'12.4'23.2'28.7'6.1' 5.2' 4.9' 4.8'0.3'0.5'0.2' 17.9'PI105456585 2 444 4 54 52 525456605012.00'S27°39'58"W30'DECKDECKBUILDINGOVERHANGBUILDINGOVERHANGDECKAPPROX.DRIP LINE(TYP.)FOUNDREBAR & CAP(42608)SET SPIKEON FENCEFOUNDREBAR & CAP(34146)SET REBAR &CAP (38964)SET REBAR &CAP (38964)SSMHRIM = 43.97'SDMHRIM = 44.63'CBRIM = 43.80'12" RCPIE = 42.89PARCEL NO.334210-0036PARCEL NO.334210-0055PARCEL NO.334210-0032PARCEL NO.334210-0060LAKE WASHINGTON BOULEVARD NN89°07'00"E119.34'S0°00'10"W75.00'N89°07'00"E79.70'4' - 6"20' - 0"8' - 0"8' - 0"0' - 6"18' - 0"4' - 6"25' BSBL5' BSBL 5' BSBL 20' BSBL4' - 6"4' - 0"21' - 0"13' - 1 1/2"7' - 5 1/2"5' - 0"20' - 6 1/2"9' - 6"6' - 7"25' - 6 1/2"46.0'46.0'46.0'50.0'46.0'49.0'53.0'53.0'54.0'54.0'54.0'52.0'49.0'49.0'49.0'49.0'GARAGE FF. 45.0'BASEMENT FF. 45.5'CONCRETE DRIVEWAYTYPE ITYPE I(EX.) HARDSCAPE TO BE REPLACED WITH SODPATIO(EX.) HARDSCAPE TO BE REPLACED WITH SODMAX. WIDTH16' - 0"SSSSWWW(NEW) LARGE LEAF MAPLEPROPOSED(NEW) MEDIUM LEAF MAPLEPROPOSED(NEW) LARGE LEAF MAPLEPROPOSEDNOTE:SPOT ELEVATIONS AT BUILDING REPRESENTS ELEVATIONS AT 6' BEYOND WEST ELEVATION SIDE ONLY, ALL OTHER ELEVATIONS ARE TAKEN AT BUILDING CORNERSPROPOSED GRASSREFER TO FRONTAGE IMPROVEMENT PLAN FOR SPECIFIC DETAILSG. MerkelAPRIL 8 - 2023Sheet Date:Drawn By:Scale:Client:1" = 10'-0"SP13312 LAKE WASHINGTON BLVD RENTON WA 98056VOYAGER DEVELOPMENTSVOYAGERSIMPLE SITE PLAN1" = 10'-0"1SITE PLANVICINITY PLAN N.T.S.PROJECT INFORMATION:ZONING DISTRICT:R-8PROPERTY OWNER:VOYAGER DEVELOPMENTS LLCPARCEL NUMBER:3342100050LOT AREA:7,078 S.F. (NET AFTER 4.5' DEDICATION)MAXIMUM STRUCTURE HEIGHT: 24 FTACTUAL (PLATE): IMPERVIOUS SURFACE COVERAGE:MAX BUILDING BUILDING COVERAGE: 50 PERCENT = 3731.5 SQ. FT. (ACTUAL = 2465 / 7078 = 3483CONCRETE WALKWAY/PATIOS:620 S.F.IMPERVIOUSCONCRETE DRIVEWAY:1050 S.F.TOTAL AREA:4,135 S.F. / 7,078 SF. (NET) = 58.42 PERCENT (65% ALLOWED)LANDSCAPING (RMC 4-4-070)REQUIRED TREES (CREDITS): = 7078 SF /43560 x 30 = 4.87 (5) MIN. TREE CREDITS REQ'D = (2) LARGE SPECIES = 4 CREDITS (1) MEDIUM SPECIES = 1 CREDIT TOTAL (5) CREDITS PROPOSEDLEGAL DESCRIPTION:HILLMANS LK WN GARDEN OF EDEN #1 LOT 5 RENTON BLA #LUA-00-120-LLA REC #20001101900003 SD BLA DAF -SD LOTS 5-6SITELOCATION(REFER TO CIVIL CALCULATIONS -STORM DRAINAGE TARGETED)Revision ScheduleRevisionNumberRevision Description RevisionDate1 Revision 1 Date 1RECEIVEDPLANNING DIVISION02/02/2024AVanGordonDocuSign Envelope ID: 6E8EFBEC-3549-460D-8876-C0EB5B0D748E 1 FF.0"1 FF.0"2 FF.10' -2 3/4"2 FF.10' -2 3/4"1 PLATE9' -0"1 PLATE9' -0"AVG. FIN. GRADE-4' -6 1/2"GRADE PL-1' -0 1/2"GRADE PL-1' -0 1/2"0 GRADE FL LEVEL-10' -0 3/4"GARAGE ELEV.-10' -6 3/4"MAX. ALLOW HT.19' -5 1/2"3 PLATE EL.19' -2 3/4"3 PLATE EL.19' -2 3/4"9' - 0"9' - 0"MAXIMUM HT. ABOVE AVG. GRADE24' - 0"9' - 6"9' - 0"9' - 0"9' - 0"2' - 0"6' - 0"3"5' - 9"4' - 0 3/4"14' - 0"5' - 0"5 1/2"5' - 0"5 1/2"5' - 0"2' - 0"6' - 0"S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.8' - 0"2' - 0"4' - 6"1' - 6"6' - 6"5' - 0"8' - 0"6' - 0"2' - 0"5' - 0"2' - 11 1/2"2' - 6"6' - 0"2' - 0"5' - 0"6"5' - 0"6"5' - 0"6' - 0"2' - 0"8' - 0"5' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"6' - 6"1' - 6"3' - 0"3' - 0"6' - 0"3' - 0"3"3' - 0"8' - 0"S.G.3' - 0"122223556666777777788810101112141415151519BBBD1D2D3CD1DDDDDJMNND8D92A8AATHE CONTRACTOR SHALL ENSURE A MINIMUM OF (2) TWO COLORS (BODY WITH DIFFERENT COLOR TRIM IS ACCEPTABLE; ORA MINIMUM OF TWO (2) DIFFERING SIDING MATERIALS (HORIZONTALSIDING AND SHINGLES, SIDING AND MASONRY OR MASONRY-LIKE MATERIAL, ETC.) IS USED ON THE HOME. ONE ALTERNATING SIDINGMATERIAL MUST COMPRISE A MINIMUM OF THIRTY PERCENT (30%) OF THE STREET-FACING FACADE.REFER TO KEYNOTES: 5, 6 AND 10 THIS SHEET 1' - 0"HEIGHT OF PORCH AT ENTRANCE GRADE 1. THREE AND ONE-HALF INCH (3 1/2") MINIMUM TRIM SURROUNDS ALL WINDOWS AND DETAILS ALL DOORS, OR2. A COMBINATION OF SHUTTERS AND THREE AND ONE-HALF INCHES (3 1/2") MINIMUM TRIM DETAILS ALL WINDOWS, AND THREE AND ONE-HALF INCHES (3 1/2") MINIMUM TRIM DETAILS ALL DOORS.(RMC 4-2-115.E.3 ARCHITECTURAL DETAILING)RMC 4-2-115E3, Windows and Doors, windows and door shall constitute 25% of facades facing street frontages. Provide calculations showing the gross facade square footage, gross window/door square footage, individual window/door square footage and the percent of window/door. (Not Including Garage Doors)Street Frontage Facade Facing (Gross Area) = 1862 SFStreet Frontage Glazing Area (Gross Area)= 793 SF (NOT INCL. Garage Dr. Glazing)Total Percentage of Glazing/Gross Fasade = 793 / 1862 = 42.59 % > 25AVERAGE EXISTING GRADE LINE(REFER TO SURVEY)51.25' AVG. GRADE PLAN CALCULATIONELEV. 45.0' GARAGE SLAB2 FF.10' -2 3/4"1 PLATE9' -0"AVERAGE EXISTING GRADE LINE(REFER TO SURVEY)51.25' AVG. GRADE PLAN CALCULATION401.3 Drainage.Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. The grade away from foundation walls shall fall a minimum of 6 inches (152 mm) within the first 10 feet.Exception: Where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10 feet, drains or swales shall be provided to ensure drainage away from the structure. REFER TO R403.1 NOTE THIS SHEETAVG. FIN. GRADE-4' -6 1/2"1 MAIN LEVEL0"S.G.GRADE PL-1' -0 1/2"0 GRADE FL LEVEL-10' -0 3/4"MAX. ALLOW HT.19' -5 1/2"Elevation Notes:1 TPO Flat Roof) - Per Owner's Specifications.2 Pre-Bent Aluminum Coping - Patern and Color Per Owners Specifications3 Exterior Metal PreFabricated Metal Stair4 5" Gutter and Downspouts on 2x10 Painted Combed Hardie Fascia. 5 GenStone Veneer 'Common Brick Pattern'Refer to Detail 5 Sheet A86 Smooth Hardie Panel with Vinyl Reglet Inside/Outside Corners - Paint Color to Owner's Specifications7 Ply-Gem Windows. (Refer To Window Schedule for Sizes and Operation).8 3x2 Header Trim w/ 3x2 Sill Trim (Painted)3x2 Window Jamb Wrap (Refer To Exterior Elevations).9 Stucco Finish - Finish/Color Coat Per Owner SpecRefer to Detail 3 This Sheet For Typical Assembly10 Stained Cedar Siding w/ Rainscreen Per Owners Specifications11 Front Custom Entry 'Solid Vertical Veneered' Door per Owner's Specifications (Refer to Schedule for Size)..12 Garage Doors (Per Owner's Colors and Specifications). Clopay Glass Contemporary - S.G. IRC R308.4.113 Direct Vent Gas Zero Clearance14 Slider w/ Weatherstripping (Tempered Glazing) (Refer To Door Schedule for Sizes and Operation).15 Guardrail - 2015 IRC Section 312. Detail 3/A3 and A816 Horizontal Hardie Lap Siding w/ Reglet Corners Color to Owner's Specifications17 Cast-in Place Concrete Steps18 Cast-in Place Concrete Planters - Per Owner's Specifications19 Conc. Retaining Wall - Per Structural3 PLATE EL.19' -2 3/4"9' - 0"24' - 0"9' - 0"9' - 0"24 FOOT MEASUREMENT FROM GRADE PLANE ON ALL ELEVATIONS. THE TOPMOST SURFACE OF ROOFS PITCHED LESS THAN 4:12 AND ROOFTOP DECKS SHALL BE BELOW THE MAXIMUM WALL PLATE HEIGHT UNLESS SUCH SURFACES ARE STEPPED BACK ONE AND ONE-HALF (1.5) HORIZONTAL FEET FROM EACH MINIMUM BUILDING SETBACK LINE FOR EACH ONE VERTICAL FOOT ABOVE THE MAXIMUM WALL PLATE HEIGHT, IN WHICH CASE THEY MAY EXTEND UP TO SIX (6) VERTICAL FEET ABOVE THE MAXIMUM WALL PLATE HEIGHT. DECK ENCLOSURES (I.E., RAILINGS) LOCATED ABOVE THE MAXIMUM WALL PLATE HEIGHT AND NOT STEPPED BACK SHALL BE CONSTRUCTED OF TRANSPARENT TEMPERED GLASS OR ITS EQUIVALENT, AS DETERMINED BY THE ADMINISTRATOR.S.G.S.G.S.G.S.G.S.G.S.G.S.G.2' - 6"5' - 6"5' - 0"8' - 0"5' - 2 3/4"3' - 0"5' - 0"3' - 0"2' - 6"3' - 0"3' - 0"3' - 0"1235678101716154667777881013151516EDD4FHD5OOOO1A83' - 0"2' - 0"6' - 0"8' - 0"13' - 0"3' - 0"2' - 6"G. MerkelFEB 8 - 2023Sheet Date:Drawn By:Scale:Client:1/4" = 1'-0"A63312 LAKE WASHINGTON BLVDRENTON, WA 98056CUSTOM HOMEELEVATIONS1/4" = 1'-0"1WEST1/4" = 1'-0"2SOUTHRevision ScheduleRevisionNumberRevision Description RevisionDate1 Revision 1 Date 1RECEIVEDPLANNING DIVISION02/02/2024AVanGordonDocuSign Envelope ID: 6E8EFBEC-3549-460D-8876-C0EB5B0D748E 1 FF.0"1 FF.0"2 FF.10' -2 3/4"2 FF.10' -2 3/4"1 PLATE9' -0"1 PLATE9' -0"Elevation Notes:24 FOOT MEASUREMENT FROM GRADE PLANE ON ALL ELEVATIONS. THE TOPMOST SURFACE OF ROOFS PITCHED LESS THAN 4:12 AND ROOFTOP DECKS SHALL BE BELOW THE MAXIMUM WALL PLATE HEIGHT UNLESS SUCH SURFACES ARE STEPPED BACK ONE AND ONE-HALF (1.5) HORIZONTAL FEET FROM EACH MINIMUM BUILDING SETBACK LINE FOR EACH ONE VERTICAL FOOT ABOVE THE MAXIMUM WALL PLATE HEIGHT, IN WHICH CASE THEY MAY EXTEND UP TO SIX (6) VERTICAL FEET ABOVE THE MAXIMUM WALL PLATE HEIGHT. DECK ENCLOSURES (I.E., RAILINGS) LOCATED ABOVE THE MAXIMUM WALL PLATE HEIGHT AND NOT STEPPED BACK SHALL BE CONSTRUCTED OF TRANSPARENT TEMPERED GLASS OR ITS EQUIVALENT, AS DETERMINED BY THE ADMINISTRATOR.3 PLATE EL.19' -2 3/4"3 PLATE EL.19' -2 3/4"9' - 0"9' - 0"9' - 0"9' - 0"S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.S.G.3' - 0"5' - 2 3/4"8' - 0"5' - 0"3' - 0"13' - 0"3' - 0"5' - 0"2' - 0"2' - 0"6' - 0"2' - 6"3' - 0"5' - 0"2' - 0"6' - 0"1' - 0"8' - 0"4' - 0"4' - 0"2' - 0"6' - 0"8' - 0"4' - 0"4' - 0"8' - 3"2' - 6"3' - 0"4' - 0"2' - 6"12366781714151 TPO Flat Roof) - Per Owner's Specifications.2 Pre-Bent Aluminum Coping - Patern and Color Per Owners Specifications3 Exterior Metal PreFabricated Metal Stair4 5" Gutter and Downspouts on 2x10 Painted Combed Hardie Fascia. 5 GenStone Veneer 'Common Brick Pattern'Refer to Detail 5 Sheet A86 Smooth Hardie Panel with Vinyl Reglet Inside/Outside Corners - Paint Color to Owner's Specifications7 Ply-Gem Windows. (Refer To Window Schedule for Sizes and Operation).8 3x2 Header Trim w/ 3x2 Sill Trim (Painted)3x2 Window Jamb Wrap (Refer To Exterior Elevations).9 Stucco Finish - Finish/Color Coat Per Owner SpecRefer to Detail 3 This Sheet For Typical Assembly10 Stained Cedar Siding w/ Rainscreen Per Owners Specifications11 Front Custom Entry 'Solid Vertical Veneered' Door per Owner's Specifications (Refer to Schedule for Size)..12 Garage Doors (Per Owner's Colors and Specifications). Clopay Glass Contemporary - S.G. IRC R308.4.113 Direct Vent Gas Zero Clearance14 Slider w/ Weatherstripping (Tempered Glazing) (Refer To Door Schedule for Sizes and Operation).15 Guardrail - 2015 IRC Section 312. Detail 3/A3 and A816 Horizontal Hardie Lap Siding w/ Reglet Corners Color to Owner's Specifications17 Cast-in Place Concrete Steps18 Cast-in Place Concrete Planters - Per Owner's Specifications19 Conc. Retaining Wall - Per Structural4677777777788816FGD1HI3' - 0"2' - 6"JD7PQJR2A81 FF.0"2 FF.10' -2 3/4"1 PLATE9' -0"PROPOSED GRADE401.3 Drainage.Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. The grade away from foundation walls shall fall a minimum of 6 inches (152 mm) within the first 10 feet.Exception: Where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10 feet, drains or swales shall be provided to ensure drainage away from the structure. REFER TO R403.1 NOTE THIS SHEETAVG. FIN. GRADE-4' -6 1/2"1 MAIN LEVEL0"GRADE PL-1' -0 1/2"0 GRADE FL LEVEL-10' -0 3/4"(3 1/2") MINIMUM TRIM (TYP.)SURROUNDING ALL WINDOWS AND DETAILING ALL DOORS.MAX. ALLOW HT.19' -5 1/2"3 PLATE EL.19' -2 3/4"24' - 0"9' - 0"9' - 0"9' - 0"S.G.S.G.S.G.S.G.S.G.S.G.S.G.3' - 0"8' - 0"3' - 0"3' - 0"5' - 9"3"6' - 0"2' - 0"14' - 0"4' - 0"4' - 0"6' - 0"2' - 0"3' - 0"3' - 0"6' - 0"8' - 0"1245678101613D6KLD4SJ67781014151515161A8L1G. MerkelFEB 8 - 2023Sheet Date:Drawn By:Scale:Client:1/4" = 1'-0"A73312 LAKE WASHINGTON BLVDRENTON, WA 98056CUSTOM HOMEELEVATIONSRevision ScheduleRevisionNumberRevision Description RevisionDate1/4" = 1'-0"1EAST1/4" = 1'-0"2NORTHSection KeynotesA. KEYNOTES: 1 SYMBOL KEYNOTES ARE NUMBERED CONSECUTIVELY AND KEYED TO THE PLAN(S) ON THIS SHEET. ADDITIONAL NOTES MAY BE FOUND AS ADDENDUM NOTE FORM.B. STRUCTURAL FRAMING: REFER TO STRUCTURAL DRAWINGS FOR FRAMING MEMBER SPECIES, GRADES, SIZES, SPACING, CONNECTIONS, ROOF AND FLOOR SHEATHING, PLYWOOD SHEAR WALLS AND ADDITIONAL INFORMATION.C. SILL PLATES: SILL PLATES OR MUD SILLS IN CONTACT WITH CONCRETE SLABS SHALL BE PRESSURE TREATED. SILL PLATES ON THE SECOND FLOOR ARE DOUBLE 2 X 6 PLATES, UNLESS OTHERWISE REQUIRED.D. INTERIOR / EXTERIOR ELEMENTS: PARTIAL INTERIOR AND EXTERIOR ELEVATIONS ARE SHOWN HERE FOR REFERENCE PURPOSE ONLY. REFER TO INTERIOR AND / OR EXTERIOR ELEVATIONS FOR INFORMATION AND NOTES.Section General NotesTable R302.6TABLE R302.6 DWELLING/GARAGE AND/OR CARPORT SEPARATION (2015 I.R.C.)SEPARATIONMATERIALFROM THE RESIDENCE AND ATTICSFROM ALL HABITABLE ROOMS ABOVE THE GARAGE OR CARPORTSTRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTIONGARAGES LOCATED LESS THAN 3 FEET FROM A DWELLING UNIT ON THE SAME LOTNOT LESS THAN 1/2" GYPSUM BOARD EQUIVALENT APPLIED TO THE GARAGE SIDENOT LESS THAN 5/8" TYPE "X" GYPSUM BARD OR EQUIVALENTNOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENTNOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREARECEIVED11/14/2023 striplettBUILDING DIVISIONB23005716DocuSign Envelope ID: 6E8EFBEC-3549-460D-8876-C0EB5B0D748E