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APPROVED BLD PLN ENG RESUB3 BLD2021-0061+Architectural_Plan+5.20.2021_1.44.55_PM+2208518MCGAUGH RESIDENCE 880 SOMERSET LN, EDMONDS, WA 98020 DRIVEWAY APPROACH SHALL BE AT LEAST 50' FROM CORNER OF 9TH PROJECT NOTES: AVE N AND SOMERSET LN. PROJECT DESCRIPTION: NEW GARAGE ACCESSORY TO SINGLE FAMILY RESIDENCE � /,S„ PARCEL NUMBER: 00639700001300 FILTER SOCKS WILL BE ADDED PROJECT ADDRESS: 880 SUMMERSET LN, EDMONDS, WA 98020 TO ANY CATCH BASINS DOWNSTREAM LEGAL DESCRIPTION: SOMERSET BLK 000 D-00 -LOT 13 SUBJ ESE TO PUD & GEN TEL 3„ FROM THE CONSTRUCTION SITE �66'_�4' \�SE�\ �P�� i ` � 9 -94 SQM� �� � / ZONING: RS-12 CONSTRUCTION TYPE: TYPE V-B LOT AREA 12,197 SQ FT EXISTING LOT COVERAGE: HOUSE: 2240 SF DECKS ABOVE 30": 467 SF PROPOSED LOT COVERAGE: HOUSE: 2240 SF (NO CHANGE) DECKS ABOVE 30": 467 SF (NO CHANGE) GARAGE: 675 SF GARAGE HEIGHT: 15'-0" MAX PARKING REQUIREMENTS: 2 EXISTING PROJECT D RECTORY: OWNER: MCGAUGH, DAVID/PRANCES 880 SUMMERSET LANE, EDMONDS, WA 98020 ARCHITECT: PIANO NOBILE LLC 6227 5TH AVE NW SEATTLE, WA 98107 (917) 714-5968 CONTACT: NICKOLAS ROBERTSON SCOPE OE WORK: 1. NEW GARAGE ACCESSORY TO EXISTING SINGLE FAMILY RESIDENCE TAB �E OF CON TENTS: Al PROJECT INFO/ SITE PLAN A2 SITE DETAILS A3 EXTERIOR ELEVATIONS/ ENERGY CODE NOTES S1 DESIGN LOADS S2 FOOTING PLAN S3 FLOOR PLAN S4 FLOOR PLAN S5 ELEVATIONS S6 ELEVATIONS S7 SECTION S8 WALL SECTION S9 DETAILS i _ — z LANDSCAPED � � AREA / � / / / / /_ // City Of Edmonds Building Department Work GARAGE Address 88o SOMERSET LN Owner MCGAUGH Approved Date 6/01/2021 Building Official � w. 1i p4iiezcc Permit Number BL.D2021-0061 /� / \ y /� // Pft \�\�X- �` 0 /KEEP STOCKPILE AND � o; ANY DIRT/DEBRIS ON ` o \ / PRIVATE PROPERTY. � / / / TEMPORARY STOCKPILE 'J LOCATIONS TO BE �� �/ COVERED WITHIN 24 \ �\J HOUR Q � SWMMWW BMP T.5.13 0 � �4 I � \ \\ � i DECK � ' � � � � �, �\� (E) GRADE^6.6 _> N ASPHALT APR N � � ' �l (E) GRADE 14,2 3„ � � � � � ��\ (N� CONCRETE DRIVEWAY IN STREET I Q � � o \ 44'64 � � � � � �,� 560 S.F. \ R.O.W. Q I NEW IMPERVIOUS SURFACE CALCULATION „ (N) DRIVEWAY: 560 SF � � � � — \ -0 MINA � � I o GARAGE ROOF AREA: 936 SF 9 � � � PER 18.80.(160 (N� �RIVEWAY TO PROVIDE Q I � � � \ ACCESS TO PA (ING STRUCTURE N o TOTAL (N) IMPERVIOUS SURFACE: 1486 � � / � = � 2 \ \ I � o o _ - - - - SPA DRENCH �- � 1 � DRIVEWAY SLOP€. SHA�1 NOT EXCEED 14� _ o� z "'I - - GRFVEI� DISPER_ _ _ - - \G �� � I � � � � �,� � - - _ _ _ _ - - PROPOSED GARAGE AT EN Y115..' \ � ��9 � \�O\t � � � _ P!\ U_ I � of �- - - or � 615 S.F. FLOOR DRAIN I � �os,�� � p' �\N 10 0 MIN l � � � FJ.,� ��� o CLEAN OUT 5'-1" � y � LINE OF SIDE YARD H�SE - � �F�� I� — — — — — — — — — — — — — ()GRDE14.8 3„ E)GRAE16.2 � � INSTALL RND MAINTAIN ALL TESC MEASURES ACCORDING TO ` � GRADE DATUMS BASED ON 45 -104 AVERAGE GRADE: 15.2 �� � � I APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL o � � o SURVEY PREPARED BY SITE MAX GARAGE HT: 15.5 + 15 = 90.5 � DRIVEWAY TO BE PERPENDICULAR WITH 9TH AVE OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION SURVEY AND MAPPING 5/14/2020 PROPOSED GARAGE HT: NOT TO EXCEED 90.5' � REFERENCE DRTUM: (E) HOUSE FINISHED FLOOR HT OF 83,0' MAX HT OF GARAGE NO HIGHER THAN 7.5' AFF OF (E) HOUSE NEW DRIVEWAY APPROACH (WITHOUT CURB) PROPOSED S T E P �A N fi PER CITY OF EDMONDS STANDARD DETAILS TYPE VI Zone RS-12 Corner X Flag Setbacks: Required Actual Front 25' _____________ 25' Sides 10' 10'-4" Rear '-----------� '-----------� Other ' 15' 15' Height :______ APPROVED BY PLANNING �� ��� May 27 2021 �Fi HOBS£ STD RM D/SPFRSq` ��� AREA / � � PATH �, / �� i � // \ � � � , \ (E) DRAIN � % � / — — y i _ �F S�E� 0„1 S / SINE NEW SEWER LINE TO GARAGE / / � SE�gACK �2 SHALL BE SDR35 WITH GASKETED FITTINGS, BEDDED \ � � � � WITH PEA GRAVEL OR \ \ PATIO \ CRUSHED ROCK. INSTALL \\ / CLEANOUTS WITHIN 2' OF \ / � HOUSE AND GARAGE. \ \ / i � ` ` \PRESSURE TEST REQUIRED IF \ / � \ \ MORE THAN ONE STICK OF � � / � � \ v �IPE. � \\ \ � \ / / \\\ \ \ � / / \ \ � (E) SINGLE FAMILY \ / � \� \ \ RESIDENCE / � \ � \ \ �\ 880 SUMMERSET \ / � \\ \ LANE 98020 � \ \ \ \ � � /,, \ �\ � \ \ ' \ \ / \� \ , , - � � \ \\\ � � PATIO \\ \\ \ � \ � � � - � 1 ,-�„ \ \\ � � ALL DISTURBED AREAS TO BE ,- � � \ ���_0» COMPOST AMENDED PER 2014 0 SCALE: 1 /8" = 1'-0" OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ENGINEERING DIVISION APPROVED AS NOTED �,2f�P ������ 06/03/2021 MEETING OR EXCEEDING 2000 SF OF NEW AND/OR REPLACED IMPERVIOUS AREA SHALL TRIGGER STORMWATER MANAGEMENT. Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. SCHEDULE DRIVEWAY APPROACH INSPECTIONS UNDER SEPARATE ROW PERMIT ENG2021-0172. SCHEDULE SEWER INSPECTIONS UNDER SEPARATE SIDE SEWER PERMIT ENG2021-0173. PIANO NOBILE LLC 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PH. WWW.STUDIOPIANONOBILE.COM NICK@STUDIOPIANONOBI LE.COM s�s2 -- Ft�G;ST�RED A HtTECT TNRN SUTAN �TATt OF YtAStii�luT©�E �rP��c-FPS �- �7 �y2 Date Revision 880 SOMERSET LN EDMONDS, WA 98020 RESUB May 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title PROJECT INFORMATION SITE P BAN Drawing No. Job No. MCGAUGH Date: 4.15.2021 Scale: AS Noted TYPE 1 OR 1-L CATCH UNDERDRAIN PIPE I y BASIN W/ SOLID LID PER GUTTER CITY STANDARD DETAIL - SD-303 OR SD-304 ROOF W r-- -- � z� ��I I ....... ........... ........................ - �N� 5' Q w (MIN) — — � � — — — — � �I 5' (MIN) a -�� - INFILTRATION TRENCH � ' z �10' (MIN) EXTENTS `�' � — — � — — � PROPERTY LINE/EASEMENT OF PLAN RO 4" (MIN) DIA. OBSERVATION WELLS NTS ROOF SPACED 25' APART (MAX), 1 DOWNSPOUT WELL (MIN) PER TRENCH REMOVABLE PUSH -ON PVC CAP CLEANOUT 12" BUILDING I I 1=J 11_ I I 1=1 11=1 11=1 11=1 11=1 11=1 I I-1 L I I 1=1 11=1 11=1 11=_1 I I 12 I I I I-1 11=1 I I 1=1 11=1 I I-1 11=1 11=1 11=1 11=1 11= 11=1 11=1 I I-1 11=1 11= M I N --------- ----- 4" (MIN) PVC DRAIN .......................................... 6�� (MIN) PIPE PER WSDOT LEVEL J SPEC. 9-05.1(5), v u V U �O 12" (MIN) MAINTAIN POSITIVE SLOPE 4" (MIN) PERFORATED PVC REMOVABLE PUSH -ON PVC TEE UNDERDRAIN PIPE PER WSDOT PVC DRAIN PIPE SPEC. 9-05.2(6), LAID LEVEL I 100' (MAX) PROFILE GENERAL NOTES: PLASTIC BOX NTS MARKED "DRAIN" 1. REFER TO THE 2017 CITY OF EDMONDS TEST PLUG STORMWATER ADDENDUM FOR SETBACK II -III II-III-L-IIIII 6" (MIN) (CHECKLIST 13) AND INFEASIBILITY REQUIREMENTS. III -I III -III -III -III COMPACTED II=III_ 11=III=III=III=11 OBSERVATION III=III II-III=III-III-III BACKFILL 2. MIN COVER DEPTHS ASSUME NO VEHICULAR WELL, SEE NOTE 3 LOADING. DESIGNER TO SPECIFY COVER DEPTHS IF VEHICULAR TRAFFIC ANTICIPATED. WASHED DRAIN C � � � � ? ROCK, SEE NOTE 2 G� �O � NOTES: GEOTEXTILE, _� ` OOO�� �� � SEE NOTE 1 � � .�J 1 . PLACE GEOTEXTILE FABRIC ALONG WALLS AND TOP �O �O�\ OF WASHED ROCK. GEOTEXTILE SHALL CONFORM TO U WSDOT SPEC. 9-33.2(1), GEOTEXTILE FOR 4�---� �2' (MIN)�I 1' (MIN) ABOVE SEPARATION, NON -WOVEN TYPE. SEASONAL 2. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT UNCOMPACTED NATIVE — HIGH SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. MATERIAL, SCARIFY 3" - GROUNDWATER (MIN) SECTION 3. OBSERVATION WELL SHALL CONFORM TO WSDOT A HYDRAULICALLY SPEC. 9-05.2(6), PERFORATED PVC UNDERDRAIN NTS - RESTRICTIVE PIPE. LAYER �St. 18y�" REVISION DATE CITY OF EDMONDS TYPICAL DOWNSPOUT DECEMBER 2017 INFILTRATION TRENCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D— 6 3 6 UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL 2" ORGANIC MULCH 3" OF COMPOST INCORPORATED INTO 5" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) I 2" ORGANIC MULCH 6" IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIFIED 6" BELOW IMPORTED TOPSOIL MIX `St. 18y�' UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) 0 �,�I� ����� UNDISTURBED — \//�//AA//AA//A//, TURF/LAWN/LANDSCAPE /�//��\\j/\\�\ \j\\j�\\\j \j�� /V//V//V//V//V// UNDISTURBED NATIVE SOIL �`v/i�/ivv/ivv/ivv/ ;�\/\\�j\ j\\ j�\j ,VAjAAjAAAjAA�\/: AAA/AAA//VA//VA//VA�i OPTION 1 — NO DISTURBANCE PLANTING BEDS TURF (LAWN) AREAS 8" CRASS: SEED OR SOD 1.75" OF COMPOST INCORPORATED NTO 6.25" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) OPTION 2 — AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 1. AREAS OF NO DISTURBANCE - �T��T��T��'� I ��'��I��hl�����lh�lh�� ���� SHALL BE FENCED AND EXISTING /�� /��� ���',; GRASS: SEED VEGETATION AND SOIL SHALL BE _ � � � 0" � OR SOD PROTECTED FROM CONSTRUCTION —L= -J1= = = III—III=1 I I—III=1 I I=1 I I=1 1=III=III-III-III=III= I'� III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I IMPACTS. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11=III=III=III—III—III—III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1=III=III=III—III—III—III 2. To MEASURE SETTLED DEPTH, 6" IMPORTED WATER SOIL SUFFICIENTLY TO III—III—III—III=III—III— II—III—III—III—III—III=1 TOPSOIL MIX FULLY SATURATE WITHOUT 11=III=III=III—III—III—III III—III—III=III—III—III=1 1=III=III=III—III—III—III III —III —III —III —III —III —III ( COMPACTED CAUSING EROSION. II —III —III —III —III —III —III I I1=1_U=1I =1 = I1= I =1 I-III-III-III—III—III=III 6' _ _ =1 =1I=J11-1I I DEPTH) _ \ \ \ � %/\ \// VA I I VAA \ <-I' - /j �1= 3. COMPOST SHALL MEET SPEC. REQUIREMENTS IN THE 2017 1I1� I I I \�\ I \ / I / I � /\\/ I \ II EDMONDS STORMWATER � �=� :' �//\ �l/ \� //A //jam// I � /� SUBSOIL IS \� \ \ \ \ F��//\ //\ //\// \\/\ \ \\ � //\/ \// // ADDENDUM (CHECKLIST 7). SCARIFIED 6" j\ \j/\\j� / j\\j j\\j\ j\ � '\\j / BELOW 4. COMPACTION OF TOPSOIL (WHERE 12" \�\\/�/��/\\// \/� OPSOILDMIX REQUIRED) TO BE TO 85% (MAX) \/\\//%\�/%�/%/% - � —I I OF THE MAXIMUM DRY DENSITY OPTION 3 — IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). REVISION DATE CITY OF EDMONDS POST CONSTRUCTION SOIL DECEMBER 2017 QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: S D — 6 42 OR�� A piQ� Fly Rr�,�TF '�-O,oyTF p '�qT R pR pp R0�'FD O'OFR�q� o!y FRry eY Rry oN � �i�ygs i� � P O V �\\\ sq pRgcy 0 Q' �c\T JP�\�� p espy � '���-9TF p Ro q�T � ROp �� O RADIUS � ROSY FR,y �,� � DRIVEWAY APPROACH (WITHOUT CURB W� O1 SAWCUT EDGE o � wa � �o EXISTING ASPHALT � a a STREET VARIES \\�2"� HMA O2 2"-5/8" MINUS CSTC COMPACTED SUBGRADE 0 SECTION A -A NOTES: 1O SAWCUT AND USE TACK COAT BETWEEN ROAD TO DRIVEWAY APPROACH JOINT. SEAL JOINT WITH AR4000 SEALER. O DRIVEWAY APPROACH TO BE 4" HMA CLASS 1/2" PG 58H-22. O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. O 10' EDGE RADIUS. O HMA SHALL BE PLACED FROM EDGE OF EXISTING STREET, A MINIMUM DISTANCE OF 20-FT OR TO PROPERTY LINE, WHICHEVER IS GREATER. `St. 18y�' REVISION DATE CITY OF EDMONDS DRIVEWAY APPROACH FEBRUARY 2020 TYPE VI PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH T R— 5 4 6 _LS A TH IN DE FULL WIDTH GRESS/EGRESS DETAIL. NOTES: 10 THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER -ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPACES AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPACES AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. * PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN � REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 �� PUBLIC WORKS ENTRANCE STANDARD DEPARTMENT DETAIL `�S t . 189 � APPROVED BY: R. ENGLISH E R — 9 01 PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPACES* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 `Sf. 18y" 0 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN FILTER SOCK WITH OVER FLOW HOLES (TYP) :I nl NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STAN DAR D D ETAI L ER-902 Date PIANO NOBILE LLC 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PH. WWW.STUDIOPIANONOBILE.COM NICK@STUDIOPIANONOBILE.COM 6192 REGlSTEREO A�.HITi=CT TH,N S�lT4� STATE OF VrASkilNGTOi� �7 P/�-FJS �l �7 � 2Z Revision 880 SOM ERSET LN EDMONDS, WA 98020 Drawing Title Drawing No. RESUB May 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT T ITE D ETAI �T Job No. MCGAUGH Date: 4.15.2021 Scale: As Noted PIANO NO61 LE LLC TOP OF OVERHANG 190.5' MAX PROPOSED GARAGE EAST ELEVATION GRADE F PROPOSED GARAGE SOUTH ELEVATION s_A�E a = � -o ENERGY N OTESa PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 OPTION GLAZING AREA: OF FLR. GLAZING U—FACTOR DOORS U—FACTOR CEILING VAULTED CEILING WALL ABV. GRADE INT. WALL BELOW GRADE EXT. WALL BELOW GRADE FLOOR SLAB ON GRADE VERTICAL OVERHEAD IV UNLIMITED .30 .58 .20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 ALL EXISTING FRAMING CAVITIES EXPOSED DURING CONSTRUCTION ARE TO BE FILLED TO THE FULL DEPTH WITH BATT INSULATION. 2X4 FRAMED WALLS SHALL BE INSULATED TO A MINIMUM OF R-15 2X6 FRAMED WALLS SHALL BE INSULATED TO A MINIMUM OF R-21. ROOF/CEILING ASSEMBLIES SHALL MAINTAIN THE REQUIRED SPACE FOR VENTILATION. T(1P (1F (1VFRNANG 1Q(15' MAX rMTiQr Rnnr is Rri nw ��' i it,ir PROPOSED GARAGE NORTH ELEVATION ._ACE x- _ � -o CEILING TO BE INSULATED W/ R-38 CLOSED CELL SPRAY PROPOSED GARAGE VdEST ELEVATION scA�E _ � -a 189.2' M DE Date 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PH. W W W.STUDIOPIANONOBI LE.COM NICK@STUDIOPIANONOBILE.COM 6192 fiE�,STEi?ED �c�iTE%T � TF?"N S��lT�.'� STATE OF Vr�+Siii�t aT©f� �7P/�-FJS � �! �2Z Revision 880 SOMERSET LN EDMONDS, WA 98020 RESUB May 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title PROPOSED ELEVATIONS ENERGY CODE NOTES Drawing No. A3 ,lob No. MCGAUGH PIANO NOBILE LLC AI(�TCQ 1. CODE : 2015 IBC 2. DESIGN LOADS ROOF SNOW = 25 PSF WIND SPEED (EXP B) = 110 MPH SOIL BEARING PRESSURE = 1500 PSF SEISMIC DESIGN CATEGORY D 3. LUMBER 6x PT. POSTS :HEM -FIR # 2 PURLINS & GIRTS : DOUG-FIR # 2 RAFTERS : DOUG-FIR # 2 4. TREATED LUMBER :ALL LUMBER WITH GROUND CONTACT SHALL BE PRESSURE TREATED POST :.60 PCF RETENTION SKIRTBOARDS :.40 PCF RETENTION 5. CONCRETE : f'c = 2500 psi @ 28 DAYS. CONCRETE SLAB : f'c = 3000 psi 6. ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE FIRM SOIL WITH MIN. BEARING CAPACITY BACK OF 1500 PSF AND LATERAL BEARING CAPACITY OF 150 PCF. BUILDER TO VERIFY SOIL CONDITION PRIOR TO CONSTRUCTION 7. ROOFING : 26Ga PAINTED STREAMLINE PANEL 16" ON ICE &WATER SHIELD UNDERLAYMENT ON 5/8" CDX PLYWOOD W/ 8d. NAILS @ 6" O.C. AT PANEL EDGES & 12" IN FIELD SIDING : HARDI LAP SIDING ON 7/16" OSB SHEATHING ON VAPOR BARRIER W/ 8d. NAILS @ 6" O.C. AT PANEL EDGES & 12" IN FIELD. 8. ALL SHEAR TRANSFERRED THROUGH POSTS 0 6x6 PT. POSTS HF#2 W/ 18" 0 x 4'-0" CONC. FTG. 13' 82" ol�uT �n 4�'� 4 x6 PT. DOOR POSTS � 6x6 PT. POST HF#2 V/ 18" 0 x 2'-0" ;ONC. FTG TYP. W/ 18" O x 4'-0" CONC. FTG. W/ 18" 0 x 4'-0" 4" CONC. SLAB CONC. FTG. 5x8 PT. POSTS HF#2 iN/ 24" 0 x 4'-0" �ONC. FTG. 4x6 PT.FOR DOOR FRAMING\ W/ 18" 0 x 2'-0" CONC. FTG TYP. NOT PART OF SHEAR DESIGN D� 1n i 9'9`l 4x6 PT. DOOR Pc W/ 18" 0 x 2'-0" CONC. FTG TYP. 6x6 PT. POST HF#2 W/ 18" 0 x 4'-0" CONC. FTG. 6x6 PT. POST HF#2 W/ 18" 0 x 4'-0" CONC. FTG. 6x6 PT. POST HF#2 W/ 18" O x 4'-0" CONC. FTG. 10'-84" � 10'-92" � 4' 24" 46' SOOT f� G PLAN SCALE: Y4" = 1'-0" LEFT ,„ 6-1 NOTE: VERIFY ALL EXACT DIMENSION AND ANGLE AT SITE 6x6 PT. POST HF#2 W/ 18" O x 4'-0" CONC. FTG. 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PH. W WW.STUDIOPIANONOBILE.COM NICK@STUDIOPIANONOBILE.COM 61m2 REGfSTf:REO A" ,�ffTE�T TH"N S�1T��1 STATE vF Y�ASfifNGTOff �7 P��t-FPS � �7 � 22 �1 3/19/21 PERMIT CORRECTIONS Date Revision 880 SOMERSET LN EDMONDS, WA 98020 RESUB May 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title Drawing No. SRAM I N G P BAN S1 ,lob No. MCGAUGH N LEFT ROOF FRA�AING PLAN scn�e .° = r-o. � '`I W NG ALL SIDES 46' LEFT `��ALL FRAMING PLAN SCALE: Y4" = 1'-0" O/i�i,�%i�i�/%/i�/% � i PIANO NO61 LE LLC 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PH. W W W.STUDIOPIANONOBI LE.COM NICK@STUDIOPIANONOBILE.COM 6)92 REGISTEfiED a tilTt�T TN"t� SUT+►.N STATE OF WpShINGTOr� �rP��c-FPS �- �7 �Oy2 01 3/19/21 PERMIT CORREC110NS Date Revision 880 SOMERSET LN EDMONDS, WA 98020 RESUB May 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title FRAMING PLAN Drawing No. ,lob No. MCGAUGH Date: 3.19.2021 Scale: As Noted (2) 2x6 OVERHANG RAFTERS PIANO NOBILE LLC HARDI LAP SIDING ON 7116" OSB SHEATHING ON VAPOR BARRIER W/ 8d. NAILS @ 6" O.C. AT PANEL EDGES & 12" IN FIELD CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" FORMED SURFACES EXPOSED TO EARTH OR — WEATHER (#5 BARS OR SMALLER): 1-1/2" SLABS AND WALLS (INT. FACE)... GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" #4 REBAR AT BOTTOM NO REBAR IN — POST FOOTINGS POLES W/CONCRETE FOOTINGS SERVE AS FOUNDATION/ GRAVITY RESISTANCE/ SHEAR RESISTANCE FOR THE STRUCTURE SLAB W/TURNED DOWN EDGE TO SUPPORT NON BEARING WALLS ONLY (2) 2x6 TOP PLATE 24" PURLIN OVERLAP AT TRUSSES W/ (6)16d. NAILS 2x6 PURLIN @ 24" O.C. WI (3) 16d. NAILS (2) 2x6 BLOCK W/ (4) 16d NAILS AT EACH BLOCK (2) 2x6 OVERHANG RAFTERS - �— 12 W/ (4) 16d. @ EACH CONN. —� � 2 2x6 EDGE PURLIN �� W/ (4) 16d. NAILS �� II II SEE WALL LVL. RAFTERS SECTION H1-HURRICANE CLIP 6x8 PT. POST 6x6 PT. POST 2x6 STUDS @ 16" OC. 2x6 PT. BOTTOM PLATE W/ 5/8"x10" AB. @ 4'-0" OSSC. EERRSS W/ 3"x3"x1/4" PLATE4��C�Nti. SLAB WI TURNED DOWN EDGE 14'-0" ( VERIES ) SEE FOOTING PLAN � SECTION A -A SCALE 1/4" = 1'-0" 0 CV 0 .� GRADE GV THICKEN EDGE CONCRETE AT PERIMETER BY OWNER 1 �� CONCRETE POST FOOTING NOT SHOWN DETAIL 1 24"MIN PURLIN OVERLAP �..� rnnr �� ��� IN (2) 2x6 TOP PLATE 26Ga PAINTED STREAMLINE PANEL 16" ON ICE &WATER SHIELD UNDERLAYMENT ON 5/8" CDX PLYWOOD W/ 8d. NAILS @ 6" O.C. AT PANEL EDGES & 12" IN FIELD PRO I E R-38 SPRAY FOAM AT 0 F UNDERSIDE H1-HURRICANE CLIP ONE PER RAFTER AT EACH RAFTER 6x8 PT. POST 2x6 STUDS @ 16" OC. 2x6 PT. BOTTOM PLATE W/ 5/8"x10" AB. @ 4'-0" OC. W/ 3"x3"x1/4" PLATE WASHERS 6"MIN EMBED R-10 PERIMETER INSULATION , o #4 REBAR BY OWNER (2) 2x6 TOP PLATE 2x6 OVERHANG RAFTER W/ (4) 16d. NAILS 3/4" O M.B. OR (4) SDS 25312 SCREWS EACH RAFTER DOUBLE RAFTERS W/ (4) 16 d. NAILS AT EA. CONN M.B. OR (4) SDS 25312 JVS EACH CLEAT 24" CLEAT 116 d. NAILS fUDS@16"OC (4) 16 d. AT EACH CONN 1� 12 Max 2 ROWS OF (3) TYP. 16d. NAILS DETAIL 3 CONC. SLAB COMPACTED GRANULAR FILL TYPICAL WALL SECTION SCALE 1" = 1'-0" SCALt 1" = 1'-U" 2 ROWS OF (3) 16d. NAILS 2x6 ROUGH PURLIN BLOCK BETWEEN OR LAYED FLAT ACROSS TRUSSES OR RAFTERS DETAIL 4 2x6 PURLIN @ 24" OC. W/ (2) 16d. AT RAFTER `F:� 2x6 BLOCKING W/ (4) 16d. NAILS AT TRUSS END WALL RAFTER W/ 3/4" O C.B. OR (4)SDS 25312 SCREWS (2) 3/4" O C.B. OR (8)SDS 25312 SCREWS 2x6 STUDS @ 16" OC 2x x24" CLEAT W/ (12) 16 d. NAILS NOTE: PURLINS CAN BE OVERLAPPED OR JOIST HANGERED ON RAFTERS WI SIMPSON LU26 (3) 16d. NAILS AT EACH END OF BLOCK, TYP, (3) 16d. FROM PURLIN TO BLOCK 6227 5TH AVE NW SEATTLE, WA 98107 917 714 5968 PH. W WW.STUDIOPIANONOBILE.COM NICK@STUDIOPIANONOBILE.COM 61m2 BEGsvYE�r� A"''riiiELT ��! e.�iTa� TH� STATE uF 4�r:�i;<a:a",`�` �rP��-FPS �- �7 � y2 �1 3/19/21 PERMIT CORRECTIONS Date Revision 880 SOMERSET LN EDMONDS, WA 98020 RESUB May 20 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Drawing Title Drawing No. SRAM I N G P BAN S3 ( PURLIN OVERLAP @RAFTERS) ( PURLIN OVERLAP @RAFTERS, TOP VIEW) ,lob No. MCGAUGH