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HomeMy WebLinkAboutP_Site Plan and Elevations_190702_v11 A NORTH INDICATOR COLUMN GRID INDICATORS A1.01 1 SECTION 1 -A1.01 +100.00' 101 BUILDING ELEVATION INDICATOR INTERIOR ELEVATION INDICATOR BUILDING SECTION INDICATOR DETAIL INDICATOR SPOT ELEVATION LEVEL DATUM DEMOLISHED WALL NEW WALL CONCRETE WALL UNINSULATED STUD WALL INSULATED STUD WALL ROOM IDENTIFIER DOOR IDENTIFIER WINDOW IDENTIFIER WALL TYPE IDENTIFIER REVISION INDICATOR CLOUD COMBINATION SMOKE & CARBON MONOXIDE DETECTOR DOWNSPOUT ESG 1t 1i 1 A1.01 1 2 3 4 A1.01 1 Room name 101 EGRESS INDICATOR DS SD SC SMOKE DETECTOR EXHAUST FAN +100.00' SAFETY GLASS INDICATOR 2015 INT'L RESIDENTIAL CODE 2015 WA ENERGY CODE RENTON MUN. CODE, TITLE IV R-14 N/A V-B R-3 BUILDING CODE: ENERGY CODE: LAND USE CODE: ZONING: OVERLAYS: CO NSTRUCTION TYPE: OCCUPANCY TYPE: OWNER: RYAN EDWARDS 336 SMITHER AVENUE S RENTON, WA 98057 t: 425.319.0292 e: mr.edwards@live.com ARCHITECT: CAPSULE CONTACT: MICHAEL La FON 2366 EASTLAKE AVE E #403 SEATTLE, WA 98102 t: 206.395.9672 e: mike@capsule-space.net ENGINEER: HARRIOTT VALENTINE ENGINEER CONTACT: TODD VALENTINE 1932 FIRST AVE #720 SEATTLE WA 98101 t: 206.624.4760 e: tvalentine@harriottvalentine.com CONTRACTOR: XXXXX XXXXX XXXXX XXXXX XXXXX BUILDING ENVELOPE REQUIREMENTS PER TABLE R402.1.1 FENESTRATION U-FACTOR:0.30 SKYLIGHT U-FACTOR:0.50 DOOR U-FACTOR:0.20 CEILING R-VALUE:R-49 VAULTED CEILING R-VALUE:R-38 WOOD FRAME WALL R-VALUE:R-21 FLOOR R-VALUE (OVER UNHEATED):R-30 BELOW GRADE R-VALUE:R-10 CONT. EXT./R-15 CONT. INT./R-21 +TB SLAB R-VALUE:R-10, 24" PERIMETER MIN. PER WSEC 2015 R503, COMPLIANCE SHALL NOT BE REQUIRED OF UNALTERED PORTIONS OF THE BUILDING. EXISTING CEILINGS, WALLS OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION SHALL BE INSULATED TO FULL DEPTH; A MINIMUM OF R-15 FOR 2x4 FRAMED WALLS, R-21 FOR 2x6 FRAMED WALLS. 1.EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMERATURE. 2.WHERE 500SF OR MORE OF CONDITIONED AREA IS CREATED, BUILDING AIR LEAKAGE TESTING SHALL BE PERFORMED, DEMONSTRATING THE AIR LEAKAGE RATE DOES NOT EXCEED 5 AIR CHANGES PER HOUR IS REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE (WSEC R402.4.1.2). 3.DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. 4.MINIMUM 75% OF ALL LUMINARIES SHALL BE HIGH EFFICACY LUMINARIES. 1.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT ALL WORK COMPLY WITH THE 2015 INT'L RESIDENTIAL CODE, 2015 WASHINGTON ENERGY CODE, AND OTHER APPLICABLE CODES, RULES, AND REGULATIONS OF JURISDICTIONS HAVING AUTHORITY. 2.PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER-PROVIDED INFORMATION, SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS, OR CODES, REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY. 3.PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CONTRACT DOCUMENTS, OWNER-PROVIDED INFORMATION, AND SITE CONDITIONS, INCLUDING TAKING FIELD MEASUREMENTS AS NECESSARY. 4.THE CONTRACTOR SHALL SECURE AND PAY FOR ALL GOVERNMENTAL PERMITS, FEES, LICENSES, AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK, EXCEPT FOR THE GENERAL BUILDING PERMIT. 5.THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL. 6.REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT THEY OCCUR SHALL BE PROVIDED AS IF DRAWN IN FULL. 7.ALL DIMENSIONS ARE TO FACE OF FRAMING OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. CONTACT ARCHITECT FOR CLARIFICATIONS. 8.DO NOT SCALE THE DRAWINGS. 783930-0290 LOT 13, BLOCK 33, SMITHER'S 1ST ADDITION TO THE TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 76, IN KING COUNTY, WASHINGTON. LOT AREA:4,800 SF MAX BLDG COVERAGE (PER TABLE 4-2-110A):65% MAX SF:3,120 SF EXISTING HOUSE FOOTPRINT:1,040 SF EXIST. SHED:120 SF TOTAL EXIST. COVERAGE:1,160 SF EXIST. % LOT COVERAGE:24.17% PROPOSED BACKYARD COTTAGE:830.5 SF TOTAL ADJ. PROPOSED COVERAGE:1,870.5 SF PROPOSED % LOT COVERAGE:39% 1.SITE INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO, TOPOGRAPHIC ELEVATIONS, DIMENSIONS AND LOCATIONS OF EXISTING UTILITIES, IS BASED ON CITY OF RENTON DATA, AND IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE ARCHITECT TAKES NO RESPONSIBILITY FOR ITS ACCURACY. 2.CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES. CARE SHOULD BE TAKEN TO AVOID DAMAGE TO OR DISTURBANCE OF EXISTING UTILITIES. 3.NO SEDIMENT SHALL BE TRACKED ONTO THE STREET OR ONTO PAVED SURFACES. SEDIMENT SHALL BE REMOVED FROM TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE SITE. IN THE EVENT OF FAILURE OF THE EROSION CONTROL SYSTEM RESULTING IN SEDIMENT BEING TRACKED ONTO PAVED SURFACES, THE CONTRACTOR SHALL IMMEDIATELY IMPLEMENT MEASURES TO CORRECT THE SITUATION, AND STREET SWEEPING SHALL BE EMPLOYED ON AN EMERGENCY BASIS. IF STREET SWEEPING VEHICLES ARE UTILIZED, THEY SHALL BE OF THE TYPE THAT ACTUALLY REMOVES THE SEDIMENT FROM THE PAVEMENT. 4.ALL EARTH SURFACES EXPOSED BY WORK PERFORMED SHALL BE LANDSCAPED WITH SUITABLE VEGETATION TO PREVENT EROSION FOR THE PERMANENT CONDITION. 5.ALL TEMPORARY CUTS MUST BE NO STEEPER THAN 1-1/2H TO 1V IN FILL AND MEDIUM STIFF COLLUVIUM AND NO STEEPER THAN 1H:1V IN UNDERLYING STIFF TO HARD GLACIAL DEPOSITS. 6.NO ENCROACHMENT IS ALLOWED ON ADJACENT PROPERTY, INCLUDING WORK FOR TEMPORARY EXCAVATIONS, LANDSCAPING, OR RETAINING WALL CONSTRUCTION. CONSTRUCT NEW ADU IN BACK YARD, PER PLANS MAXIMUM SIZE OF ADU IS 800 SF OR 75% OF PRIMARY RESIDENCE, WHICHEVER IS SMALLER. EXCLUDING GARAGES & EXTERIOR STAIRS. MAX. HEIGHT:24' (FROM GRADE PLANE TO TOP OF WALL PLATE, NOT TO EXCEED PRIMARY RESIDENCE) FRONT YARD:10' (W/ ALL VEHICLE ACCESS FROM ALLEY) SIDE YARDS:4' REAR YARD:24' (16' GARAGE FROM FAR SIDE OF ALLEY)SMITHERS AVE SALLEY14.93'8.01'38.04'25.99'25.04'8'16'2'7.76'15.77'3.14'11.33'4'31'5'PLANTING STRIPCONC. SIDEWALKEXIST. SFR NO CHANGE EXIST. DECK PROPOSED ADU & GARAGE MAIN ENTRY ADUENTRYABOVES 89°47' W 120.00'S 00°13' E40.00'S 00°13' E40.00'S 89°47' W 120.00' GARAGE ENTRY EXIST. FENCE EXIST. FENCE EXIST. CONC. WALKWAY WM SSSURFACE WATERWATER MAINEXIST. SIDE SE W ER TIE NEW SS TO EXIST. SIDE SEWER UPGRADE AS REQ'D. OFF-STREET PARKING SPACE OFF-STREET PARKING SPACE OFF-STREETPARKING SPACE20'EXIST. TREE TO REMAIN EXIST. TREE TO REMAIN FROMT YARD 10'SIDE4'SIDE4'DS DS DS DS DS DS DS DS DS DS DS REAR YARD W/ 16' GARAGE DOOR 24' EM EM EXIST. ELEC.VAULTEXIST. DOWNSPOUTS TERMINATE @ SPLASHBLOCKS, TYP. NO CHANGE TERMINATE ALL NEW DOWNSPOUTS @ SPLASHBLOCKS, TYP. LOT AREA:4,800 SF MAX IMP. SURFACE COVERAGE:80% MAX SF:3,840 SF EXISTING HOUSE FOOTPRINT:1,040 SF EXIST. CONC. PATH & NEW DRIVEWAY:695.5 SF EXIST. DECK:568.5 SF NEW ADU & STAIRS:895 SF TOTAL PROPOSED COVERAGE:3,199 SF PROPOSED% LOT COVERAGE:66.65% 1.SMOKE DETECTORS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: A.IN EACH SLEEPING ROOM B.OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. C.ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. D.WITHIN THREE FEET OF A BATHROOM THA CONTAINS A BATHTUB OR SHOWER. 2.SMOKE DETECTORS SHALL NOT BE INSTALLED A.WITHIN 20 FEET OF A PERMANENTLY INSTALLED COOKING APPLIANCE, UNLESS THE ALARM IS EQUIPPED WITH A SILENCING SWITCH, IN WHICH CASE THE DETECTOR SHALL NOT BE INSTALLED LESS THAN 10 FEET FROM THE COOKING APPLIANCE. 3.COMBINATION SMOKE/CARBON MONOXIDE DETECTORS ARE PERMITTED SUBSTITUTIONS WHEREVER SMOKE DETECTORS ARE REQUIRED. 4.ALL NEW SMOKE/CARBON MONOXIDE DETCTORS SHALL BE HARDWIRED AND INTERCONNECTED, WITH BATTERY BACKUP, SUCH THAT WHEN ONE IS TRIGGERED ALL SHALL SOUND IN THE AFFECTED DWELLING UNIT. 5.WHERE SMOKE DETECTORS ARE INSTALLED IN REMODELED OR OTHERWISE EXISTING SPACES, INTERCONNECTION SHALL NOT BE REQUIRED. 6.ADU & GARAGE SHALL BE PROTECTED WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13D. 7.THE FIRE SPRINKLER SYSTEM SHALL BE DESIGNED, INSTALLED, AND TESTED BY AN APPROVED, LICENSED FIRE PROTECTION CONTRACTOR.9950MICHAEL A. LA FONSTATE OF WASHINGTONARCHITECTREGISTERED:DATE:DRAWN:CHECKED:JOB NUMBER:PROJECT STATUS© 2019 Michael La Fon / Capsule2366 Eastlake Ave E #403Seattle WA 98102t: 206.395.9672e: info@capsule-space.nethttp://capsule-space.net/A1.01PROJECT INFO & SITE PLANEdwards Residence336 Smither Ave S Renton WA 980575.28.2019MALMAL1904PERMIT SUBMITTAL SETa new backyard cottage for theGENERAL NOTESCODE SUMMARYSYMBOL LEGEND CODE SUMMARY CONTACTSENERGY CODE NOTES GENERAL NOTES KING COUNTY PARCEL NUMBER LEGAL DESCRIPTIONLOT COVERAGE SITE NOTES AREAS LEVEL AREA ADU LEVEL 781 SF GARAGE 741 SF 1522 SF DRAWING INDEX A1.01 PROJECT INFO & SITE PLAN A2.11 PROPOSED FLOOR PLANS A3.11 PROPOSED ELEVATIONS A5.01 DETAILS S1.0 GENERAL STRUCTURAL NOTES S2.0 FOUNDATION PLAN S3.0 STRUCTURAL DETAILS S3.1 STRUCTURAL DETAILS S4.0 STRUCTURAL DETAILS PROJECT SCOPE DEVELOPMENT STANDARDS 1/8 " = 1'-0" SITE PLAN IMPERVIOUS SURFACE COVERAGE FIRE PROPTECTION NOTES NEW GRASS LAWN RECEIVED 07/02/2019 amorganroth PLANNING DIVISION UPDN W/D REF.EPA3.11 A3.11 A3.114 A3.11 2 3 1 1 1 3 3 AA BB CC A 6 - A3.11 A 6 - A3.11 10' - 11 1/2"20' - 0 1/2"25' - 0 1/2"1' - 9" 2 2 NOTE: INSTALL MIN. 1/2" GWB AT ALL GARAGE WALLS ADJOINING DWELLING, WRAPPING ALL POSTS, BEAMS, & LOADBEARING WALLS & 5/8" TYPE X GWB AT GARAGE CLG, AS REQ'D. SC W1 W2 102 101 103 MIN 50 CFM B 5 - A3.11 3 A5.0131' - 0"2' - 9"5' - 1"26' - 9 1/2" A3.11 A3.11 A3.114 A3.11 2 3 1 1 1 3 3 AA BB CC 10' - 10"5' - 1 1/2"10' - 10"11' - 6"5' - 9"13' - 9"31' - 0"A 6 - A3.11 A 6 - A3.11 2' - 1" 4' - 5 1/2" 25' - 9 1/2" 2 2 SC SC SC 201 1 SG 2 1 1 SG 2 2 1 E 3 E 3 205 207 204 206 202 203 208 W1 W2 W2 W1 W1 W2 W1 B 5 - A3.11 2 A5.012' - 1 1/2"2' - 1"2' - 1 1/2"8' - 1"5' - 9 1/2"3' - 7 1/2"8' - 4 1/2" MIN 50 CFM MIN 50 CFM MIN 50 CFM MIN 100 CFM A3.11 A3.11 A3.114 A3.11 2 3 1 1 3 A B C A 6 - A3.11 A 6 - A3.11 2 3:1211:1211:1211:1211:1211:1211:123:12 B 5 - A3.11 1.DO NOT SCALE DRAWINGS. 2.ALL DIMENSIONS ARE TO FACE OF FRAMING OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. CONTACT ARCHITECT FOR CLARIFICATIONS. 3.INTERIOR DOORS AND CASED OPENINGS INDICATED ADJACENT TO WALL INTERSECTIONS SHALL BE LOCATED WITH THE EDGE OF ROUGH OPENING FOUR (4) INCHES FROM THE ADJACENT WALL UNLESS OTHERWISE NOTED. 4.EXTERIOR DOORS AND CASED OPENINGS INDICATED ADJACENT TO WALL INTERSECTIONS SHALL BE LOCATED WITH THE EDGE OF ROUGH OPENING SIX (6) INCHES FROM THE ADJACENT WALL UNLESS OTHERWISE NOTED. 5.ALL OTHER DOORS AND CASED OPENINGS SHALL BE CENTERED BETWEEN WALLS UNLESS OTHERWISE NOTED. 1.HANDRAIL 1-1/4" MIN.-2" MAX. DIMENSIONS. 2.MOUNT HANDRAILS 34"-38" ABOVE STAIR NOSINGS. 3.EXTEND HANDRAILS FROM TOP RISER TO BOTTOM RISER, TERMINATE AT WALLS OR POSTS. 4.WHERE FUNCTIONING AS GUARD RAIL, RAILING SHALL BE 36" MIN HIGH & OPENINGS SHALL BE <4". 5.STAIRS SHALL BE 36" MIN. CLR WIDTH. 6.MAINTAIN 6'-8" CLEAR HEADROOM. 7.7-3/4" MAX. RISE. 8.10" MIN. RUN. 9.MIN. 3'-0" LANDING. 10.MAX. 12'-0" VERTICAL RISE PER STAIR RUN. 11.WHERE RISERS ARE OPEN, OPENINGS BETWEEN RISERS SHALL BE <4" MAX. 12.RAILING SHALL BE DESIGNED TO RESIST A 200 LB POINT LOAD AT ANY POINT ALONG TOP RAIL AND 50 PSF ON ALL GUARD RAIL INFILL COMPONENTS.NEW EXT. STAIR LANDING ASSEMBLY 5/4" IPE DECKING, MIN 1/4" SPACING 2x8 P.T. WD JOISTS @ 16" O.C. NEW EXTERIOR WALL ASSEMBLY 1x WD LAP SIDING, TO MATCH EXIST. HOUSE WEATHER RESISTANT BARRIER 1/2" EXT. PLYW'D SHEATHING PER STRUCT. 2x6 WD STUDS @ 16" O.C. R-21 BATT INSUL. @ FRAMING 1/2" GWB, PAINTED W1 NEW ROOF ASSEMBLY NEW ASPHALT COMPOSITION SHINGLES on NEW ROOFING PAPER on 5/8" EXTERIOR PLYWOOD SHEATHING PER STRUCT. on 2X RAFTERS PER STRUCT. @ 16" O.C. 2x FURRING AS REQ'D FOR INSUL. DEPTH 2" MIN CLOSED CELL SPRAY FOAM INSUL (R-10 MIN) 9-1/4" MIN R-39 BIB INSUL 1/2" GWB R1 NEW INTERIOR WALL ASSEMBLY 1/2" GWB 2X FRAMING PER PLAN 3 1/2" ACOUSTICAL BATTS @ BEDROOM, BATH, MECH. WALLS 1/2" GWB, PAINTED NEW FLOOR ASSEMBLY 5/8" WOOD FLOORING 1/2" QUIK TRACK RADIANT HEATING PANELS 3/4" PLYWOOD SHEATHING PER STRUCT. TJI FLOOR JOISTS PER STRUCT. @ 16" O.C. R-30 MIN BIB INSUL ABOVE GARAGE 7/8" 'Z' CHANNEL, PERP. TO FLR FRAMING, @ 24" 0.C. MAX 5/8" TYPE 'X' GWB, PAINTED NEW GARAGE FLOOR ASSEMBLY 4" CONCRETE SLAB 6 MIL VAPOR BARRIER 4" WASHED GRAVEL ON UNDISTURBED OR COMPACTED SOIL F1 F2 W2 F3 9950MICHAEL A. LA FONSTATE OF WASHINGTONARCHITECTREGISTERED:DATE:DRAWN:CHECKED:JOB NUMBER:PROJECT STATUS© 2019 Michael La Fon / Capsule2366 Eastlake Ave E #403Seattle WA 98102t: 206.395.9672e: info@capsule-space.nethttp://capsule-space.net/A2.11PROPOSED FLOOR PLANSEdwards Residence336 Smither Ave S Renton WA 980575.28.2019MALMAL1904PERMIT SUBMITTAL SETa new backyard cottage for the1/4" = 1'-0"1 MAIN FLOOR PLAN 1/4" = 1'-0"2 UPPER FLOOR PLAN 1/4" = 1'-0"3 ROOF PLAN PLAN NOTES STAIR & RAILING NOTES TYPICAL ASSEMBLIES +9.500'MAIN FLOOR +19.750'UPPER FLOOR +31.000'ROOF +26.745'T.O. PLATE A A B B C C A 6 - A3.11 A 6 - A3.11 11 12 1 2 1 21' - 6"R1 7'-0"10'-3"MATCH SIDING TO PRIMARY RESIDENCE MATCH ROOFING TO EXIST. RES. +9.500'MAIN FLOOR +19.750'UPPER FLOOR +31.000'ROOF +26.745'T.O. PLATE4'-3"7'-0"10'-3"21' - 6"1 1 3 3 2 2 B 5 - A3.11 B 5 - A3.11 201 101 1 +9.500'MAIN FLOOR +19.750'UPPER FLOOR +31.000'ROOF +26.745'T.O. PLATE 132B 5 - A3.11 B 5 - A3.11 3 12 3 12 3 3 +9.500'MAIN FLOOR +19.750'UPPER FLOOR +31.000'ROOF +26.745'T.O. PLATE A B CA 6 - A3.11 A 6 - A3.11 2 2 1 103 MATCH TRIM TO EXIST. RES., TYP. +9.500'MAIN FLOOR +19.750'UPPER FLOOR +31.000'ROOF +26.745'T.O. PLATE A B CA 6 - A3.11 A 6 - A3.11 F1 R1 W1 W1 F2 W2 A5.01 1 A5.01 1 +9.500'MAIN FLOOR +19.750'UPPER FLOOR +31.000'ROOF +26.745'T.O. PLATE 1 1 3 3 3 12 2 2B 5 - A3.11 B 5 - A3.11 W1 F2 F1 W2 R1 A5.01 1 A5.01 1 1.HANDRAIL 1-1/4" MIN.-2" MAX. DIMENSIONS. 2.MOUNT HANDRAILS 34"-38" ABOVE STAIR NOSINGS. 3.EXTEND HANDRAILS FROM TOP RISER TO BOTTOM RISER, TERMINATE AT WALLS OR POSTS. 4.WHERE FUNCTIONING AS GUARD RAIL, RAILING SHALL BE 36" MIN HIGH & OPENINGS SHALL BE <4". 5.STAIRS SHALL BE 36" MIN. CLR WIDTH. 6.MAINTAIN 6'-8" CLEAR HEADROOM. 7.7-3/4" MAX. RISE. 8.10" MIN. RUN. 9.MIN. 3'-0" LANDING. 10.MAX. 12'-0" VERTICAL RISE PER STAIR RUN. 11.WHERE RISERS ARE OPEN, OPENINGS BETWEEN RISERS SHALL BE <4" MAX. 12.RAILING SHALL BE DESIGNED TO RESIST A 200 LB POINT LOAD AT ANY POINT ALONG TOP RAIL AND 50 PSF ON ALL GUARD RAIL INFILL COMPONENTS.NEW EXT. STAIR LANDING ASSEMBLY 5/4" IPE DECKING, MIN 1/4" SPACING 2x8 P.T. WD JOISTS @ 16" O.C. NEW EXTERIOR WALL ASSEMBLY 1x WD LAP SIDING, TO MATCH EXIST. HOUSE WEATHER RESISTANT BARRIER 1/2" EXT. PLYW'D SHEATHING PER STRUCT. 2x6 WD STUDS @ 16" O.C. R-21 BATT INSUL. @ FRAMING 1/2" GWB, PAINTED W1 NEW ROOF ASSEMBLY NEW ASPHALT COMPOSITION SHINGLES on NEW ROOFING PAPER on 5/8" EXTERIOR PLYWOOD SHEATHING PER STRUCT. on 2X RAFTERS PER STRUCT. @ 16" O.C. 2x FURRING AS REQ'D FOR INSUL. DEPTH 2" MIN CLOSED CELL SPRAY FOAM INSUL (R-10 MIN) 9-1/4" MIN R-39 BIB INSUL 1/2" GWB R1 NEW INTERIOR WALL ASSEMBLY 1/2" GWB 2X FRAMING PER PLAN 3 1/2" ACOUSTICAL BATTS @ BEDROOM, BATH, MECH. WALLS 1/2" GWB, PAINTED NEW FLOOR ASSEMBLY 5/8" WOOD FLOORING 1/2" QUIK TRACK RADIANT HEATING PANELS 3/4" PLYWOOD SHEATHING PER STRUCT. TJI FLOOR JOISTS PER STRUCT. @ 16" O.C. R-30 MIN BIB INSUL ABOVE GARAGE 7/8" 'Z' CHANNEL, PERP. TO FLR FRAMING, @ 24" 0.C. MAX 5/8" TYPE 'X' GWB, PAINTED NEW GARAGE FLOOR ASSEMBLY 4" CONCRETE SLAB 6 MIL VAPOR BARRIER 4" WASHED GRAVEL ON UNDISTURBED OR COMPACTED SOIL F1 F2 W2 F3 9950MICHAEL A. LA FONSTATE OF WASHINGTONARCHITECTREGISTERED:DATE:DRAWN:CHECKED:JOB NUMBER:PROJECT STATUS© 2019 Michael La Fon / Capsule2366 Eastlake Ave E #403Seattle WA 98102t: 206.395.9672e: info@capsule-space.nethttp://capsule-space.net/A3.11PROPOSED ELEVATIONSEdwards Residence336 Smither Ave S Renton WA 980575.28.2019MALMAL1904PERMIT SUBMITTAL SETa new backyard cottage for thePROPOSED SECTIONS1/4" = 1'-0"1 WEST ELEVATION 1/4" = 1'-0"2 SOUTH ELEVATION 1/4" = 1'-0"3 NORTH ELEVATION 1/4" = 1'-0"4 EAST ELEVATION 1/4" = 1'-0"5 SECTION B-B 1/4" = 1'-0"6 SECTION A-A STAIR & RAILING NOTES TYPICAL ASSEMBLIES A B C W1 EXT. WALL ASSEMBLY, TYP.MIN6"FINISH GRADE SLOPE AWAY FROM BLDG. BELOW GRADE WATERPROOFING & DRAINAGE MAT W/ FILTER FABRIC CONT. DS TIGHTLINE PIPE 4" DIA PERF. DRAINAGE PIPE FILTER FABRIC SURROUNDING DRAINAGE GRAVEL F2 FLR ASSEMBLY, TYP. FOOTING & STEM WALL, W/ REINF. PER STRUCT. 1/2" TRIM WRAP, PAINTED PT 4X4 POST 5/4"x6" IPE DECKING 1/2"x TRIM, PAINTED 1/2" MDO PANEL, PAINTED CONC FTG PER STRUCTURAL 2x6 RIM JOIST SIMPSON HOLDDOWNS 1/2" TRIM WRAP, PAINTED POST SECTION RAILING ELEVATION 2x4 CEDAR TOP RAIL, PAINTED 2x3 CEDAR BALUSTRADE CAP, PAINTED 1"x1" CEDAR BALUSTERS @ 4" O.C., PAINTED 2x3 CEDAR BALUSTRADE BASE, PAINTED 2x4 CEDAR RAILING BASE, PAINTED SURFACE OF IPE DECK PT 4X4 POST CEDAR POST CAP, PAINTED SLOPE TOP TO DRAIN 4"x4"x1/4" BRASS SPACER 2x6 PT JOISTS PER STRUCT. 1x WD RISERS 5/4" TREAD MATCH DECKING 2x12 P.T. STRINGERS CONC LANDING SLAB 2x PT WD PLATE RAMSET SIMPSON LSC HANGER (2) 2x10 P.T. HEADER OR PER STRUCT. 10" MIN.1" NOTE: GLUE & NAIL ALL TREADS AND RISERS NOTE: ALL STRUCTURAL DECK & STAIR FRAMING TO BE PRESSURE-TREATED 7 3/4" MAX.9950MICHAEL A. LA FONSTATE OF WASHINGTONARCHITECTREGISTERED:DATE:DRAWN:CHECKED:JOB NUMBER:PROJECT STATUS© 2019 Michael La Fon / Capsule2366 Eastlake Ave E #403Seattle WA 98102t: 206.395.9672e: info@capsule-space.nethttp://capsule-space.net/A5.01DETAILSEdwards Residence336 Smither Ave S Renton WA 980575.28.2019MALMAL1904PERMIT SUBMITTAL SETa new backyard cottage for theSCHEDULESDOOR SCHEDULE MARK TYPE DOOR SIZE OPERATION U-VALUE CPD NUMBER MFR MODEL FRAME TYPE FIRE RATING FINISH GLAZING TYPE COMMENTSWIDTHHEIGHTAREADOORFRAME Exterior 101 D 3' - 0"6' - 8"20 SF SINGLE SWING 20 MIN.KEYED LOCKSET 103 C 16' - 0"8' - 0"128 SF OVERHEAD ROLLING AUTOMATIC DOOR OPENER 201 88 3' - 0"6' - 8"20 SF SINGLE SWING 0.20 KEYED LOCKSET, PEEPHOLE Interior 102 A 2' - 6"6' - 8"17 SF SINGLE SWING PRIVACY LOCK 202 B 5' - 0"6' - 8"33 SF DOUBLE SLIDER 203 A 2' - 4"6' - 8"16 SF SINGLE SWING PRIVACY LOCK 204 A 2' - 6"6' - 8"17 SF SINGLE SWING KEYED LOCKSET 205 B 5' - 0"6' - 8"33 SF DOUBLE SLIDER 206 A 2' - 6"6' - 8"17 SF SINGLE SWING KEYED LOCKSET 207 B 5' - 0"6' - 8"33 SF DOUBLE SLIDER 208 A 2' - 4"6' - 8"16 SF SINGLE SWING PRIVACY LOCK WINDOW SCHEDULE MARK COUNT WINDOW SIZE OPERATION U-VALUE CPD NUMBER MFR MODEL MATERIAL FINISH GLAZING TYPE HEAD HEIGHT COMMENTSWIDTHHEIGHTAREA 1 4 4' - 6"4' - 9"21 SF DOUBLE HUNG 0.30 ANDERSEN 200 SERIES FIBREX MFR CLEAR 6' - 8" 2 3 4' - 6"3' - 6"16 SF DOUBLE HUNG 0.30 ANDERSEN 200 SERIES FIBREX MFR CLEAR 6' - 8"SAFETY GLAZING WHERE INDICATED 3 2 2' - 6"4' - 0"10 SF CASEMENT 0.30 ANDERSEN 100 SERIES FIBREX MFR CLEAR 6' - 8"EGRESS WINDOW DOOR TYPES 1 1/2" = 1'-0"1 FTG DETAIL 1 1/2" = 1'-0"2 RAILING DETAIL 1 1/2" = 1'-0"3 STAIR DETAIL