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APPROVED BLD ENG PLN_BLD BLD2020-0985+Architectural_Plan+12.17.2020_8.11.47_AM+1952170GENERAL NOTES PROJECT ADDRESS THESE DRAWINGS ARE THE PROPERTY OF EXURBAN DESIGNS, LLC. AND MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OF EXURBAN DESIGNS, LLC. AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME OF EXURBAN DESIGNS, LLC. COPYRIGHT 2020 BY EXURBAN DESIGNS, LLC. THESE DRAWINGS ARE FULLY PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS. ANY INFRINGEMENT WILL BE VIGOROUSLY PROSECUTED. ALL CONSTRUCTION SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY THE STATE OF WASHINGTON AND BE IN ACCORDANCE WITH WASHINGTON STATE LAWS, REGULATIONS AND VARIOUS CODES IMPOSED BY LOCAL AUTHORITIES. DO NOT SCALE DRAWINGS OR DETAILS - USE GIVEN DIMENSIONS. CHECK DETAILS FOR LOCATION OF ALL ITEMS NOT DIMENSIONED ON THE PLANS. DIMENSIONS ON THE PLANS ARE TO FRAMING OR CENTERLINE OF COLUMNS UNLESS NOTED OTHERWISE. DOOR AND CASED OPENINGS WITHOUT DIMENSIONS ARE TO BE 4" FROM FACE OF ADJACENT WALL OR CENTERED BETWEEN WALLS, UNLESS NOTED OTHERWISE. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY EXURBAN DESIGNS FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. CONTRACTORS RESPONSIBILITY: CONTRACTOR TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES PRIOR TO CONSTRUCTION. CONTRACTOR TO INFORM EXURBAN DESIGNS OF ANY DISCREPANCIES IN THE DRAWINGS OR FROM THE CODES. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER / EXURBAN DESIGNS AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. CONTRACTOR TO COORDINATE FRAMING LAYOUT WITH ELECTRICAL AND MECHANICAL PLAN. SOILS: UNLESS A SOILS REPORT BY A SOILS ENGINEER IS PROVIDED AND ATTACHED THIS OFFICE ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL CHARACTERISTICS OF THE SOIL. FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 2,000 PSF. ALL FOOTINGS SHALL BE CAST ON UNDISTURBED FIRM NATURAL SOIL OR COMPACTED SOIL OF 2,000 PSF BEARING CAPACITY AT LEAST I'-6" BELOW LOWEST ADJACENT GRADE, FREE OF ORGANIC MATERIALS. FOOTING EXCAVATION SHALL BE FREE OF LOOSE SOILS, DEBRIS, AND FREE WATER AT ALL TIMES. THIS OFFICE TAKES NO RESPONSIBILITY IN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS. CLEARING AND GRADING (T.E.S.C. MEASURES) ALL CLEARING AND GRADING MUST BE IN ACCORDANCE WITH LOCAL JURISDICTION CLEARING AND GRADING EROSION CONTROL STANDARDS, DEVELOPMENT STANDARDS, LAND USE CODE, INTERNATIONAL RESIDENTIAL CODE, PERMIT CONDITIONS, AND ALL OTHER APPLICABLE CODES, ORDINANCES AND STANDARDS. THE DESIGN ELEMENTS WITH THESE PLANS HAVE BEEN REVIEWED TO THESE REQUIREMENTS. ANY VARIANCE FROM THE ADOPTED EROSION CONTROL STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE LOCAL JURISDICTION PRIOR TO CONSTRUCTION. A COPY OF THE APPROVED PLANS MUST BE ON -SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE APPLICANT IS RESPONSIBLE FOR OBTAINING ANY OTHER REQUIRED OR RELATED PERMITS PRIOR TO BEGINNING CONSTRUCTION. ALL LOCATIONS OF EXISTING UTILITIES HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD, THEREFORE, BE CONSIDERED ONLY APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE EFFECTED BY THE WORK FINAL SITE DRAINAGE MUST DIRECT DRAINAGE AWAY FROM ALL BUILDING STRUCTURES AT A MINIMUM OF 6" WITHIN THE FIRST 10', PER IRC R4013. CRAWL SPACE: UNDER -FLOOR AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY OPENINGS IN EXTERIOR FOUNDATION WALLS. SUCH OPENINGS SHALL HAVE A NET AREA OF NOT LESS THAN 1 SQ. FT. FOR EACH 150 SQ. FT. OF UNDER -FLOOR AREA. ONE OPENING SHALL BE WITHIN 3' OF EACH CORNER OF THE BUILDING. IRC R4082. CRAWL SPACE, UNOBSTRUCTED ACCESS, MINIMUM 18" x 24". IRC R408.4. PROVIDE 18" MINIMUM CRAWL SPACE UNDER WOOD JOIST AND 12" MINIMUM CRAWL SPACE UNDER WOOD GIRDERS. IRC R311.1. A GROUND COVER VAPOR BARRIER OF MIN. fo MIL. (0.00(o") POLYETHYLENE (OR EQUIVALENT) SHALL BE INSTALLED IN ALL CRAWL SPACES, JOINTS LAPPED 12", EXTEND UP FOUNDATION WALL AND SECURE TO SILL PLATE WHEREVER PRACTICAL. ALL WOOD IN CONTACT WITH CONCRETE, CMU OR WITHIN 8" OF SOILS SHALL BE PRESSURE TREATED WOOD IN COMPLIANCE WITH IRC R311.1. DOORS BETWEEN GARAGE AND DWELLING SHALL BE SOLID WOOD DOORS 1 3/8" THICK OR MORE PER IRC R3025.1. THERE SHALL BE NO OPENINGS BETWEEN GARAGE AND ROOMS USED FOR SLEEPING PURPOSES. SEPARATION FROM DWELLING TO GARAGE, SHOP OR SIMILAR AREAS SHALL BE SEPARATED FROM RESIDENCE AND IT'S ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT. IRC R302.6, HEATING AND/OR COOLING EQUIPMENT LOCATED IN GARAGE SHALL BE INSTALLED WITH PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR LEVEL PER IRC G24082. FACTORY -BUILT FIREPLACES AND CHIMNEYS SHALL BE LISTED AND INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS, IRC R1004.1 AND TESTED IN ACCORDANCE WITH UL 121. MASONRY FIREPLACES, BARBECUES, SMOKE CHAMBERS AND FIREPLACE CHIMNEYS SHALL BE CONSTRUCTED OF MASONRY OR REINFORCED CONCRETE. FOUNDATIONS SHALL BE MIN. 12" THICK AND EXTEND MIN. 6" BEYOND MASONRY. FIREBOX WALLS MIN. 10" THICK EXCEPT MIN. 8" THICK WHERE A FIREBRICK LINING IS USED. COMBUSTIBLE MATERIALS SHALL NOT BE PLACED WITHIN 2 INCHES OF FIREPLACE, SMOKE CHAMBER OR CHIMNEY WALLS. COMBUSTIBLE MATERIAL SHALL NOT BE PLACED WITHIN 6" OF THE FIREPLACE OPENING. MIN. 4" THICK NON-COMBUSTIBLE HEARTH EXTENDING 16" IN FRONT AND 8" TO THE SIDE OF THE FIREPLACE OPENING. COMBUSTIBLE MATERIAL WITHIN 12" OF THE FIREPLACE OPENING SHALL NOT PROJECT MORE THAN 1/8" FOR EACH 1" DISTANCE FROM SUCH OPENING. IRC RI001-R1003. CEILING HEIGHTS HABITABLE SPACE SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 1'-0" NOT MORE THAN 50% OF REQUIRED FLOOR AREA OF A SPACE IS PERMITTED TO HAVE A SLOPED CEILING LESS THAN 1'-0" IN HEIGHT WITH NO PORTION LOWER THAN 5'-0". BATHROOM SHALL HAVE A MIN CEILING HEIGHT OF V-8" OVER THE FIXTURE AND ITS FRONT CLEARANCE AREA. IRC R305. APPLY ROOFING IN ACCORDANCE WITH IRC R905. BALCONIES, LANDINGS, EXTERIOR STAIRWAYS, OCCUPIED ROOFS AND SIMILAR SURFACES EXPOSED TO THE WEATHER AND SEALED UNDERNEATH SHALL BE WATERPROOFED AND SLOPED A MINIMUM OF 1/4" PER 12" (2% SLOPE) FOR DRAINAGE. PROSSER / SOLETA ADDITION 1.The construction project involves demolition of a significant ; portion of the existing structure. Structures that are demolished ■ to the level that meets or exceeds 75% of the replacement cost ■ of the structure will not be allowed by city code to be rebuilt except to full -on standards for new construction. Reference Edmonds Community Development Code section 17.40.020(F). ■ ■ emo I Ion of portions ot the structure IS limited to that clearly ■ shown on the approved permit plans, and will be verified by the ; building inspector. ■ -------------------------------------- - - - - -= PROVIDE ATTIC VENTILATION AS INDICATED ON ROOF FRAMING PLANS. THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300, PROVIDED AT LEAST 40 BUT NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED NO MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT 4 WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. IRC R806.2. ATTIC ACCESS MINIMUM 22" x 30" WITH MINIMUM 30" HEADROOM, UNOBSTRUCTED, READILY ACCESSIBLE OPENING. IRC R801.1 GLAZING: TO BE IN COMPLIANCE WITH IRC R308 AND WASHINGTON STATE SAFETY GLASS LAW. GLAZING IN HAZARDOUS LOCATIONS SUCH AS GLASS ON DOORS, GLAZING WITHIN 24" ON EITHER SIDE OF A DOOR OPENING, AREAS WITHIN 60" VERTICAL AND 36" HORIZONTAL OF THE BOTTOM LANDING OF A STAIRWAY, STORM DOORS, RAILINGS, SHOWER DOORS, SLIDING GLASS DOORS, AND TUB ENCLOSURES SHALL BE SAFETY GLAZING MATERIAL. IRC R308.4 ALL EXTERIOR WALL GLAZING SHALL COMPLY WITH THE 2012 EDITION OF THE WASHINGTON STATE ENERGY CODE. EGRESS IN EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY EXIT WITH A MINIMUM NET CLEAR OPENING OF 5.1 SQ. FT. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24" MINIMUM NET CLEAR OPENING WIDTH DIMENSION OF 20" AND A FINISHED SILL HEIGHT NOT MORE THAN 44" ABOVE THE FLOOR IRC R310.1. ONE EXIT DOOR CONFOWING TO IRC R3112 IS REQUIRED. FIRE PROTECTION: SMOKE DETECTOR POWER SOURCES TO BE INSTALLED IN ACCORDANCE WITH NFPA 12 4 IRC R314. ALL ALARM DEVICES SHALL BE INTERCONNECTED PER IRC R314.1. FIREBLOCKING PER IRC R1003.1% RI001.12, R302.11 4 R602.8. DRAFTSTOPPING PER IRC R302.12 4 R502.12. VENTILATION & LIGHTING: INHABITABLE ROOMS NOT PROVIDED WITH AN OPENABLE EXTERIOR OPENING OF AT LEAST 4% OF THE FLOOR AREA, A MECHANICAL VENTILATION SYSTEM MUST BE PROVIDED THAT PROVIDES MIN.30 AIR CHANGES PER HOUR. IRC R303.1. DRYER 4 BATH FANS TO BE 50 CFM, AND RANGE/OVEN FANS TO BE 100 CFM MIN, VENT TO THE OUTSIDE. IRC303 AND 2006 WA STATE VENTILATION AND INDOOR AIR QUALITY CODE. NATURAL LIGHTING TO BE NOT LESS THAN B9. OF THE FLOOR AREA OR ALL HABITABLE SPACES, IRC R303. STAIRS: MINIMUM HEADROOM OF 6'-8" MEASURED VERTICALLY FROM A SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OR PLATFORM. IRC 1`2311.1.2 MINIMUM WIDTH 36", IRC 311.1.1 MINIMUM TREAD loll, MAXIMUM RISER 1 3/4", HANDRAIL MINIMUM 34" AND MAXIMUM 38" ABOVE STAIR NOSING. HANDRAIL TO BE 1 1/4" TO 2" CROSS SECTION AND 1 1/2" AWAY FROM WALL. IRC R311.15 4 311.18. INSTALL FIRE BLOCKING AT MID STRINGER SPAN AND AT WALL ALONG STRINGER COVER WALLS AND SOFFITS OF USABLE SPACE UNDER STAIR WITH 1/2" GYPSUM BOARD. IRC R302.11 640 DAYTON ST. EDMONDS, WA 98020 BATHROOMS: ALL TUB AND SHOWER STALLS SHALL HAVE FIREBLOCKING BETWEEN STUDS. ALL GLAZING USED FOR DOORS OR ENCLOSURES IN BATHROOMS SHALL BE SAFETY GLAZING. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING A SHOWER OR BATHTUB WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 60 INCHES ABOVE THE STANDING SURFACE AND DRAIN INLET SHALL BE SAFETY GLAZING. IRC R308.4 BATH TUB 4 SHOWER STALL NON -ABSORBENT WAINSCOTS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE FLOOR. IRC R3012. WATERCLOSETS SHALL HAVE MIN. 15" TO SIDE WALLS FROM CENTER OF FIXTURE, AND MIN. 21" FRONT CLEARANCE. IRC R301.1 APPLIANCES IN A FIXED POSITION SHALL BE SECURELY FASTENED IN PLACE TO STRUCTURAL MEMBERS WITH STRAP ANCHORS OR SIMILAR ANCHORING METHOD. IRC G2404.4 METHOD OF COMPLIANCE - PRESCRIPTIVE METHOD FOR GROUP R OCCUPANCY, CLIMATE ZONE PER TABLE R301.1, TABLE R402.1.1, UNLIMITED GLAZING. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE AND THE WASHINGTON STATE ENERGY CODE, LATEST EDITION. VERIFY ALL CONDITIONS BEFORE PROCEEDING WITH WORK. WALLS: INSULATED PER TABLE R402.1.1. ROOF AND CEILING: INSULATED PER TABLE R402.1.1. PROVIDE INSULATION IN CEILING WHERE POSSIBLE AND IN 2x12 RAFTERS IF VAULTED CEILING CONDITION EXISTS. MAINTAIN A MINIMUM OF 1" CLEAR BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING. VENTING MUST OCCUR IN EACH JOIST SPACE. WHERE CONTINUOUS VENTING WITHIN A JOIST SPACE IS INTERRUPTED BY A HEADER N E., SKYLIGHT OR AT HIP END), PROVIDE (2) 1 1/2" VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUAL THROUGH -VENTING INTO THE NEXT JOIST SPACE. FLOORS: INSULATE PER TABLE R402.1.1 SLAB ON GRADE: INSULATE PER TABLE R402.1.1. PROVIDE EXTRUDED RIGID CLOSED CELL INSULATION. INSULATION, INSTALLED INSIDE THE FOUNDATION WALL, SHALL EXTEND DOWNWARD FROM THE TOP OF THE SLAB 24" MIN. OR DOWNWARD AND THEN HORIZONTALLY BENEATH THE SLAB FOR A COMBINED 24" MIN. INSULATION INSTALLED OUTSIDE THE FOUNDATION SHALL EXTEND DOWNWARD 24" MIN. OR TO THE FROSTLINE. WSEC 402.2.9.1. VAPOR BARRIERS: VAPOR RETARDERS SHALL BE INSTALLED ON THE WAR'1 SIDE (IN WINTER) OF INSULATION PER TABLE R402.4.1.1. FLOORS SEPARATING CONDITIONED SPACE FROM UNCONDITIONED SPACE SHALL HAVE MIN. 4 MIL POLYETHYLENE OR KRAFT FACED MATERIAL. ROOF/CEILING ASSEMBLIES WHERE THE VENTILATION SPACE ABOVE THE INSULATION IS LESS THAN AN AVERAGE OF 12 INCHES SHALL BE PROVIDED WITH A VAPOR RETARDER WALLS SEPARATING CONDITIONED SPACE FROM UNCONDITIONED SPACE SHALL HAVE A VAPOR RETARDER INSTALLED. FACED BATT INSULATION SHALL BE FACE STAPLED. A GROUND COVER OF MIN. 6 MIL BLACK POLYETHYLENE SHALL BE LAID OVER THE GROUND WITHIN CRAWL SPACES W/ JOINTS LAPPED MIN. 12". GLAZING AND DOORS: GLAZING AND DOOR U-FACTORS SHALL BE DETERMINED IN ACCOURDANCE WITH WSEC SECTIONS R402.1.1 AND R303.13(2), RESPECTIVELY. ....... Zone--_RS-6 Corner ;---- Flag N Setbacks: Required -----Actual--- 20' N= 20' Front =-------------- .----- Sides 5' W= T_ E= 22' Rear 15' S= 31' Other 25' 25' Height ---- wetbacks listed above are to the new addition. Proposed revision to northern facade will not increase existing nonconformity. If structure is demolished to a level that meets or exceeds 75% of the replacement cost of the structure the structure must be reconstructed in full conformance with the provisions of the Edmonds community development code which would include full setback compliance for the northern facade of 20 feet. APPROVED BY PLANN Jan 04 2021 I♦ Nothing in the permit approval process shall e interpreted as allowing or permitting the mai tenance 640 DAYTON ST. EDMONDS, WASHINGTON 98020 ZONING CLASSIFICATION CITY OF EDMONDS: R6-(o IMPERVIOUS SURFACE COVERAGE TOTAL LOT AREA: 6,581 S.F. ALLOWABLE 3551. = 6,5al 35 = 2,305.45 S.F. EXISTING HOUSE= 948 SF. EXISTING GARAGE= 263 SF. PROPOSED ADDITION= 316 SF. PROPOSED PORCH= 103 SF. PROPOSED DECK= 402 S.F. TOTAL EXISTING + PROPOSED = HEIGHT CALCULATIONS 2,092 S.F. OR 313% OK UNDER BY 213.45 SF. SEE SHEET ALL LEGAL DESCRIPTION LOTS 13 AND 14, BLOCK 96, CITY OF EDMONDS PLAT RECORDED IN VOLUME 2 OF PLAT PAGE 39. RECORDS OF 6NOHOM16H COUNTY, WASHINGTON PARCEL NO.: 0043420-96OI300 BUILDING CLASSIFICATION USE GROUP (IBC CHAPTER 3): R-3 (SINGLE FAM. RESIDENTIAL) CONSTRUCTION TYPE (IRC 602.5): TYPE V ALLOWABLE AREA (IBC TABLE 503): UNLIMITED ALLOWABLE HEIGHT (IBC TABLE 503): 3 STORIES W/ BASEMENT, OR 4 STORIES IF SPRINKLED SPRINKLERS (IBC 903.3.1.3) NFPA 13D SYSTEM PROVIDED FIRE FLOW (UFC TABLE A-111-A-1) YES - *SPRINKLERS REQ'D *IF PROVIDED, INSTALL PER IFC503, 500 ENERGY COMPLIANCE WASHINGTON STATE ENERGY CODE: 2015 EDITION, PRESCRIPTIVE METHOD FOR SINGLE-FAMILY RESIDENTIAL, CLIMATE ZONE 5 6 MARINE 4. DOOR U-FACTOR5 SHALL CONFORM TO TABLE R303.1.3(2). LAZING U-FACTOR CEILING VAULTED CEILING WALL ABOVE GRADE ALL-INT BELOW SRADE WALL-EXT BELOW GRADE FLOOR SLAB ON GRADE VERT. OVERHEAD 028 050 R-49 R-38 R-21 -21 R-10/15/21 R-36 R-10 B int. + TB 2' of any currently existing illegal, nonconforming or unpermitted building, structure or site Condit on which ENERGY CREDITS is outside the scope of the permit application regardless PER PRESCRIPTIVE ENERGY CODE WORKSHEET of whether such building, structure or conditi n is 1.5 ENERGY CREDITS REQUIRED ADDITIONS GREATER THAN 500 SF OF HEATED FLOOR shown on the site plan or drawing. Such buil ing, AREA BUT LESS THAN 1500 SF: 15 CREDITS structure or condition may be the subject of separate THE FOLLOWING CREDITS ARE FROM THE 2015 WSEC TABLE 4062: enforcement action. IA - EFFICIENT BUILDING ENVELOPE IA: 0.5 CREDITS ' PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U=028 FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB 2A - AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2A: 05 GRED T COMPLIANCE BASED ON R402A.12: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAXIMUM AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M15013 OF THE I.R.C. SHALL BE MET WITH A HIGH EFFICIENCY FAN (MAXIMUM 035 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN. VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM MOTOR ARE ALLOWED, PROVIDED THAT THEY ARE CONTROLLED VICINITY PLAN TO OPERATE AT LOW SPEED IN VENTILATION ONLY MODE. CONSULTANTS STRUCTURAL MCCANN STRUCTURAL SOLUTIONS ATTN: Michael McGann 4621 West View Drive Everett, WA 98203 Phone: (425) Ole-1949 E-Mail: m5quarec1456yahoozom INTERIOR DESIGNER Deborah Hart Des' n ATTN: Debbie Har 1&435 SE May Valleyy Road Issaquah, WA e0027- Phone: (425) 503-4686 E-Mail: s'xofharts6hotmail.com OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES GENERAL CONTRACTOR 5A - EFFICIENT WATER HEATING 5A: 0.5 CREDITS ALL SHOWERHEADS AND KITCHEN SINK FAUCETS SHALL BE RATED AT 1.15 GPM OR LESS, ALL OTHERS AT 1.0 GPM OR LESS WHEN TESTED IN ACCORDANCE WITH ASME AII2.18.1/CSA 5I25.1. INTERMITTENT WHOLE HOUSE (FAN) MECHANICAL VENTILATION SYSTEM: PER M150133(l) REQUIRED AIRFLOW IN CFM = 60 CFM. FLOOR AREA = 2,496 SF , NUMBER OF BEDROOMS = 3 PER M1501.3.3(2) INTERMITTENT WHOLE HOUSE MECHANICAL VENTILATION RATE FACTOR 50% = FACTOR 2 60 CFM x 2 = 120 CFM WHOLE HOUSE FAN REQUIRED. MAKE UP AIR FOR THE WHOLE HOUSE (FAN) MECHANICAL SYSTEM MAKE UP AIR WILL BE ACCOMPLISHED BY AN AUTOMATIC MAKE-UP AIR DAMPER. THAT IS INTERLOCKED WITH AND OPEN IN UNISON WITH WHOLE HOUSE FAN. GROAN OR EQUIVALENT SYSTEM TO BE INSTALLED BY LICENSED MECHANICAL CONTRACTOR 4 PER MANUFACTURE SPECIFICATIONS. ABBREVIATIONS UNO UNLESS NOTED OTHERWISE NIC NOT IN CONTRACT WC WATER CLOSET EXST EXISTING RM ROOM NTS NOT TO SCALE WE) WOOD FPHB COLD WATER FROST -PROOF HOSE BIBS HW-FPHB HOT WATER FROST -PROOF HOSE BIBS FBOIC FURNISHED BY OWNER - INSTALLED BY CONTRACTOR INDEX OF DRAWINGS CC Construction ARCHITECTURAL ATTN: Carl Clapp A0.1 COVER SHEET AO2 SURVEY 5415 192ncl St. Sw. AID DEMOLITION SITE PLAN Edmonds, WA ea026 Phone: (425) Ila-1433 AI.1 ARCHITECTURAL SITE PLAN Mobile: (20(o) 114-9429 A2.ID EXISTING LOWER FLOOR PLAN Work E-Mail: carclp4acomcast.net A22D MAIN 4 UPPER FLOOR DEMO PLA 14) A2.1 PROPOSED LOWER FLOOR PLAN Address A22 PROPOSED MAIN FLOOR PLAN A23 PROPOSED UPPER FLOOR PLAN ALL WORK SUBJECT A2.4 PROPOSED ROOF PLAN Owner A3.1 EXTERIOR ELEVATIONS TO FIELD A3.2 EXTERIOR ELEVATIONS Approved Date INSPECTION FOR A4.1 BUILDING SECTIONS CODE COMPLIANCE A5.1 WALL SECTION 4 EXTERIOR DETAI 4 5 Building Official A6.1 WINDOW DOOR SCHEDULE STRUCTURAL Permit Number 51.0 ROOF FRAMING PLAN 52.0 UPPER FLOOR FRAMING PLAN APPROVED 53.0 MAIN FLOOR FRAMING 4 FOUNDATION PLAN PLANS MUST BE 53.A RETAINING WALL SCHEDULE O N JOB SITE 54.0 HOLDDOWN/SHEARWALL SCHEDULE 55.0 HOLDDOWN DETAILS 56.0 STRUCTURAL DETAILS SID STRUCTURAL NOTES 58D STRUCTURAL/FRAMING NOTES E Bui in9 De ar men ADDITION 640 DAYTON ST SOLETA P OSSE ---------------------01 11 2021 W. V c4ALaeL BLD2020 0985 •-------------------------------- City of Edmonds Building Department APPROVED Plans C) X U) z CD U) UJ Z Q m X UJ w O a N 0 00 �M 0 LU z U j Z oC"J Q = p o >Q ~ > X a- N J L J N = � O� m O O 00 M z\ OV) I) az 0 Q O2 0 l0 W NO. DATE REVISION 12.07.20 OWNER REVS#1 1 10.20.20 CITY COMMENTS 09.18.20 PERMIT SUB. DATE: 12/07/2020 JOB NUMBER: 2001 PM: DKG FILE: A0.1 COVERSHEET AOn 1 GUARDRAILS: ANY WALKING SURFACE 30" OR MORE ABOVE GRADE OR ADJACENT SURFACE SHALL HAVE MIN. 36" HIGH GUARDRAIL. IRC R312. RESUB Dec 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT © 2020 EXURBAN DESIGNS, LLC. A PORTION OF S11 1 , SECTION 24, TOWNSHIP NSHIP NORTH, RANGE 3 EAST, IIIJf.11lll., CITY OF EDMONDS, SNOHOMISH COUNTY, IIASHINGT N 10 5 0 10 20 SCALE IN FEET SCALE 1" = 10' BASIS OF BEARIN 3: WA HIN TON STATE PLANE COORDINATE SYSTEM NORTH ZONE, NAII) 83 J1 VERTICAL DATUM: NAVD 88 CONTOUR INTERVAL we mNOWs] VIaIC ]1; LOTS 13 AND 14, BLOCK 96, CITY OF EDMONDS PLAT RECORDED IN VOLUME 2 OF PLAT PAGE 39. RECORDS OF SNOHOMISH COUNTY, WASHINGTON. NOTES: 1, LEGAL DESCRIPTION, EASEMENTS. COVENANTS, CONDITIONS AND RESTRICTIONS WERE PROVIDED BY CUEN7- IT SHOULD DE DOTED THAT IN PREPARING THIS SURVEY MAP, CHS ENGINEERS, LLC HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS CHS AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. CHS HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT, 2. BASIS OF BEARING, BASED ON FOUND MONUMENTS AS SHOWN ON RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 201304035003. 3, VERTICAL DATUM; NAVD 88 DATUM, BASED ON SNOHOMISH COUNTY SURVEY CONTROL POINT #1275. ELEVATION = 69.84 FEET. 4, SNOHOMISH COUNTY ASSESSOR PARCEL NUMBER - 0043420-9601300 5, PARCEL AREA = 6,587 SOFT. 6, UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THE SITE. UNDERGROUND UTILFFY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF PUBLIC RECORDS AND VISIBLE FIELD EVIDENCE. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBLIC RECORDS. UNDERGROUND UTILITY LOCATIONS ARE ONLY APPROXMMATE, UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT LINES 9ETWEEN VISIBLE SERFAGE LOCATIONS BUT MAY CONTAIN BENDS OR CURVES N07 SHOWN, FIELD VERIFICATION IS NECESSARY PRIOR TO OR DURING ANY CONSTRUCTION. LEGEND: FOUND CORNER AS NOTED ® WATER METER FIRE HYDRANT I4 WATER VALVE (I GAS METER UTILITY POLE E-- GUY ANCHOR Z POWER METER SEWER MANHOLE CIDCDC ROCKERY SHRUB EDGE OF ASPHALT —0-0-0-0-0— WOOD FENCE SURVEY INSTRUMENTATION - R 3- OH PWR 'A AI 0 CL C m o0) ` l c I I Q cLoo � I Lu al LA i a i I..J Z � J W Q W Z AU O 1. LJ U) 60 Wqp Ic: I '- L m u, L � cv L u C C1J uj 00 02 co W THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE WJTH THE FINAL RESULTS MEETING OR EXCEEDING THE CURRENT TRAVERSE STANDARDS CONTAINED IN W,A.C, 332 - 130- 090. RESUB Plo^ -17 '}(1')O CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Sheet -1 Of ,fob No. 60009 1.The construction project involves demolition of a significant portion of the existing structure. Structures that are demolished ■ to the level that meets or exceeds 75% of the replacement cost ■ of the structure will not be allowed by city code to be rebuilt ; except to full -on standards for new construction. Reference Edmonds Community Development Code section 17.40.020(F). ■ Demolition of portions of the structure is limited to that clearly shown on the approved permit plans, and will be verified by the ; building inspector. -------------------------------------------= PROJECT ADDRESS 640 DAYTON ST. EDMONDS, WASHINGTON 98020 ZONING CLASSIFICATION CITY OF EDMONDS, R5-6 LEGAL DESCRIPTION LOTS 13 AND 14, BLOCK 96, CITY OF EDMONDS PLAT RECORDED IN VOLUME 2 OF PLAT PAGE 39. RECORDS OF SNOHOMISH COUNTY, WASHINGTON PARCEL NO.: 0043420-9601300 VICINITY PLAN EXISTING LOT COVERAGE TOTAL LOT AREA: 6,581 5.F. ALLOWABLE 35% = 6,581 * .35 = 2,305.45 S.F. EXISTING HOUSE = 992 S.F. EXISTING DETACHED GARAGE= 263 SF. EXISTING SHED= 119 SF. EXISTING DECK= 204 S.F. EX15TING PORCH= 62 5F. TOTAL EXISTING = 1,640 SF, OR 24.'B% OK UNDER BY 665.45 SF. PORCH= 62 SF HOUSE FOOTPRINT= - - - - 992 SF DETACHED GARAGE DECK= 204 SF FOOTPRINT= 263 SF SHED FOOTPRINT= 119 SF DEMOLITION N O T E S THE CONTRACT FOR CONSTRUCTION CONTAINS ALL DEMOLITION WORK REQUIRED TO PREPARE THE SITE FOR THE CONTRACTED CONSTRUCTION WORK. THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED TO OUTLINE THE GENERAL SCOPE OF WORK ONLY. THE CONTRACTOR MUST VISIT THE SITE RPIOR TO BIDDING AND DETERMINE THE FULL EXTENT OF THE WORK AND BE RESPONSIBLE FOR SAME. THE: CONTRACTOR IS TO VERIFY THE LOCATION OF ALL UTILITIES AND SERVICES AT THE SITE PRIOR TO BEGINNING ANY DEMOLITION OR SITE IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF UTILITY ITEMS DAMAGED DURING DEMOLITION AND THROUGHOUT CONSTRUCTION. ADJACENT PROPERTIES, STREETS AND WALKS ARE TO BE PROTECTED FROM DAMAGE AT ALL TIMES. NO MATERIALS FROM THE DEMOLITION ARE TO BE STOCKPILED ON ADJACENT PROPERTIES OR PUBLIC RIGHT-OF-WAYS. ALL RUBBISH AND PRODUCTS OF DEMOLITION ARE TO BE REMOVED FROM THE SITE. ADJUST ALL VALVE BOXES, MANHOLE RIMS AND OTHER UTILITY COVERS TO NEW GRADES. COORDINATE INSTALLATION OF NEW UTILITIES TO ENSURE PROPER GRADE AND LOCATION FOR NEW ITEMS. THE OWNER IS RESPONSIBLE FOR SALVAGING ANY ON-51TE MATERIALS PRIOR TO DEMOLITION, OR COORDINATING SALVAGE OF ITEMS WITH THE CONTRACTOR IN A TIMELY MANNER THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY ON -SITE MATERIAL NOT INCORPORATED INTO THE NEW CONSTRUCTION. ALL ITEMS THAT ARE DEMOLISHED OR REMOVED FROM THE SITE AND ARE NOT TO BE SALVAGED OR RE -INCORPORATED INTO THE CONSTRUCTION, ARE THE PROPERTY OF THE CONTRACTOR. ITEMS THAT ARE TO BE REMOVED FROM THE BUILDING AND THEN INCORPORATED INTO THE NEW CONSTRUCTION ARE TO BE SECURED BY THE CONTRACTOR ON OR NEAR THE SITE AND BE PROTECTED FROM WEATHER AND DAMAGE UNTIL THEY ARE INCORPORATED INTO THE NEW FACILITY. ALL EXISTING CONCRETE FOUNDATIONS SHALL BE REMOVED OR BURIED AS REQUIRED TO PREVENT INTERFERENCE WITH NEW OR FUTURE CONSTRUCTION. IF DURING THE COURSE OF WORK THE EX15TANCE OF ASBESTOS NOT DETECTED AND DEALT WITH BY HAZARDOUS MATERIAL SURVEY IN THE STRUCTURE OR THE BUILDING IS OBSERVED, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER AND ARCHITECT REGARDING REMOVAL OR ENCAPSULATION OF THE ASBESTOS MATERIAL. THE CONTRACTOR SHALL NOT PERFORM ANY WORK PERTINENT TO THE ASBESTOS MATERIAL PRIOR TO RECEIPT OF SPECIAL INSTRUCTIONS FROM OWNER THROUGH THE ARCHITECT. THE EXTENTS OF DEMOLITION SHOWN IS APPROXIMATE. FIELD VERIFY EXISTING CONDITIONS AND CONSULT WITH THE OWNER AND ARCHITECT AS REQUIRED. DEMOLITION AND REMOVAL WORK SHALL INCLUDE SITE PREPARATION FOR NEW WORK THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR ENGINEERING AND SURVEY DATA PROVIDED BY OTHERS. PERFORMANCE OF DEMOLITION SHALL COMPLY WITH THE REQUIREMENTS OF THE T.E.S.C.P. REFER TO THE LANDSCAPE PLANS FOR SALVAGING AND PROTECTION OF EXISTING LANDSCAPING. X-THRU TREES TO BE REMOVED. W OH PWR OH PWR kin 015 0� PG P �nC 4( -SS - G — — G W PWR I I W O DAYTON STREET 5 5 5 4 4 1 l 5 5 - W �� W _ 4 4 ` 55 OH PWR n OH PWR FOUNDV SIDEWALK r}s }5 5-011 5 E YAR T AC _ 1512 ` e P0R---H 20.4' rl .r F.F.=114.14' 12.2 tk 2 0.4 (� � ❑ LLJ 0 N 09 Q IF 1 C ❑ ,I O W RIM=120.48' OH PWP= h W LQ W O � � Q o 0 0 LU 15 z oil DECK. �J 12. 2 I F 1 L — (E) SHED TO BE (E) DECK TO BE I I H D I Ll REMOVED REMOVED - 1 L I r—A o 0 f� 7- C: FOUND ❑—❑ ❑❑ m �. — — — FOUND °steal 7 ,.9� - - - ' — — — --sS- -SS- -SS- SS- -SS- -SS- -__RIM=15�9.17--�G-- G -- G -- G DEMOLITION SITE PLAN '� �� 30 FT SCALE: 1" = 10'-0" N O 00 E W 0 U)�' W z U Cy) O Z� j N - ON Q = Z cy) M o H QQ � aCM F > X N J W W � � LU X LU RESUB Dec 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z 0 0 0 w J V) 0 U) 0 Q� (1) NO. DATE REVISION 1 10.20.20 CITY COMMENTS 09.18.20 PERMIT SUB. DATE: 12/07/2020 JOB NUMBER: 2001 PM: DKG FILE: A1.0 DEMOLITION SITE PLAN AlnO © 2020 EXURBAN DESIGNS, LLC. PROPERTY OWNER COURTNEY PRO65ER d MARK SOLETA PROJECT ADDRESS 640 DAYTON ST. EDMONDS, WASHINGTON 98020 ZONING CLASSIFICATION — — CITY OF EDMONDS; RS-6 LEGAL DESCRIPTION LOTS 13 AND 14, BLOCK 96, CITY OF EDMONDS PLAT RECORDED IN VOLUME 2 OF PLAT PAGE 39. RECORDS OF SNOHOMISH COUNTY, WASHINGTON PARCEL NO.: 0043420-9601300 VICINITY PLAN AVERAGE GRADE 119.6' + 1203' + 1138' + 114.1' = 461514 = 116.%' AVERAGE GRADE = 116.95' MAXIMUM ALLOWABLE BUILDING HEIGHT = 116.95' + 25' = 141.95' PROPOSED LOT COVERAGE TOTAL LOT AREA: 6,581 SF. ALLOWABLE 35% = 6,581 $ 35 = 2,305.45 SF. EXISTING HOUSE= 948 SF. EXISTING GARAGE= 263 SF. PROPOSED ADDITION= 316 SF. PROPOSED PORCH= 103 SF. PROPOSED DECK= 402 SF. TOTAL EXISTING + PROPOSED = PORCH-- 103 SF (E) HOUSE — — — — FOOTPRINT-- 948 SF DECK-- 402 SF 2,092 SF. OR 318% OK UNDER BY 213.45 S.F. ADDITION FOOTPRINT = 316 SF I I I I (El DETACHED GAR,46E I I FOOTPRINT-- 263 SF I I I I I PROJECT DATUM POINT DATUM POINT WILL BE THE STORM DRAIN CATCH BASIN LOCATED ON DAYTON STREET DIRECTLY IN FRONT OF 640 DAYTON ST. DRIVEWAY. CATCH BASIN RIM ELEVATION = 120.48' ENGINEERING DIVISION APPROVED AS NOTED f1�I 01 /08/2021 *** Proposed impervious surface area is under 2000sgft and therefore a stormwater management system is not required at this time. If the new and replaced impervious surface areas is 2000sgft or greater than a stormwater management system will be required per City Standards. A revision to the plan for review and approval will be required. *** 1 11 1 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. I I ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. FOUND —R-& EXTERIOR FACE OF UPPER FLOOR EXTERIOR WALL SEE A23 WITH NORTHERN PROPERTY LINE t 20' STREET &G T- A�V HATCHED AREA INDICATES (E) PORTION OF 12 FOOTPRINT r DAYTON STREET PROJECT DAT01 POINT O STORM DRAIN CATCH, BASIN RIM ELEVATION='120A8' 5 r SIDEWALK 0 W� RIM=120.48' W- f,f"+ I❑—❑ ❑ J� to _ I � I _ -- � _ 1� --- -- �l - - � }- f'- a FOUND — — 17------_ _..------------- — ---- — — �— — _ — I . h — I F B&C --- -SS — —ss — —ss — —SS — ,p —SS — '—I —SS — —SS — f RIM=159.17TrLE G-- G =_ — — — �— — — 6— — — —I — — — — �— — — — — G — — — —G ARCHITECTURAL SITE PLAN 0 5'rm"r" SCALE: 1" = 10'-0" 20' 30 FT, N cc-:) 0 Uj� w z U V) ZU co > Z � NN a = Z M U) M 00 ~ > Q X 0- N J LLJ Lij M N = m x LU z 0 0 0 w J 0 V) 0 0� V) NO. DATE REVISION 1 10.20.20 CITY COMMENTS 09.18.20 PERMIT SUB. DATE: 12/07/2020 JOB NUMBER: 2001 PM: DKG FILE: A1.1 PROPOSED ARCHITECTURAL SITE PLAN RESUB Dec 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A 1 n 1 © 2020 EXURBAN DESIGNS, LLC. GENERAL DEMOLITION NOTES I. REMOVE DOORS AND FRAMES AS NOTED. PROVIDE TEMPORARY DOORS AS REQUIRED TO MAINTAIN SECURITY IN THE BUILDING. CONSULT THE OWNER FOR LOCATIONS. 2. REMOVE ALL WALLS, PARTITIONS AND MECHANICAL CHASES COMPLETELY, AS INDICATED PRE PLANS. 3. REMOVE ALL FLOORING: MATERIALS, PER PLAN, DOWN TO STRUCTURAL SLAB UNLESS SPECIFICALLY NOTED OTHERWISE. 4. REMOVE ALL FINISHED CEILING MATERIALS TO UNDERSIDE OF STRUCTURAL. 5. REMOVE ALL MISCELLANEOUS EQUIPMENT, FURNITURE, ETC., COMPLETELY 6. PROTECT ALL EXISTING MATERIAL TO REMAIN DURING: DEMOLITION. ALL DAMAGED EXISTING MATERIAL SHALL BE REPAIRED TO MATCH EXISTING AND REPLACED AT THE CONTRACTORS EXPENSE. 1. ALL BUILDING MATERIALS REMOVED UNDER THIS CONTRACT SHALL BECOME THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL BEAR COMPLETE RESPONSIBILITY TO REMOVE AND DISPOSE OF ALL SUCH MATERIAL IN A LEGAL, TIMELY AND PRUDENT MANNER IN FULL CONFORMANCE TO LOCAL, STATE AND FEDERAL LAW. 8. IF ASBESTOS CONTAINING MATERIALS OR OTHER HAZARDOUS MATERIALS ARE UNCOVERED OR IDENTIFIED DURING DEMOLITION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO IMMEDIATELY STOP WORK AND NOTIFY THE OWNER AND ARCHITECT IN WRITING. THE OWNER SHALL BE RESPONSIBLE TO REMOVE ALL ASBESTOS CONTAINING MATERIALS OR OTHER HAZARDOUS MATERIALS FROM THE BUILDING IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. 9. ARRANGE AND PAY FOR DISCONNECTION, REMOVING AND CAPPING UTILITY SERVICES WITHIN THE AREAS OF DEMOLITION. DISCONNECT, STUBS -OFF AND NOTIFY THE AFFECTED UTILITY COMPANY AS REQUIRED AND OBTAIN APPROVAL BEFORE STARTING WORK 10. THE CONTRACTOR SHALL REMOVE FROM THE SITE ANY CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIAL ENCOUNTERED AND DISPOSE OF BY LEGAL MEANS. DO NOT ENDANGER THE HEALTH OF THE WORKERS OR THE PUBLIC. II. WHERE DEMOLITION RESULTS IN UNEVEN FLOORS OR FINISHES, EXISTING SURFACES SHALL BE FILLED AND LEVELED AS FOLLOWS: CONCRETE/GYPCRETE FLOORS: FILL ALL VOIDS WITH COMPATIBLE LEVELING COMPOUND, MIN. 4000 PSI. GRIND SMOOTH AREAS WHERE DEMOLITION RESULTS IN RAISED PORTIONS OF FLOOR. PLASTER/GYP. BOARD WALLS: FILL AND SMOOTH ALL VOIDS THAT WILL NOT BE COVERED BY NEW CONSTRUCTION WITH APPROPRIATE FILL MATERIAL. SELECTIVE DEMOLITION NOTES OREMOVE EXTERIOR 4 INTERIOR WALL(5) AND PARTITIONS IN THIS AREA AS INDICATED PER PLAN. B REMOVE EXISTING COUNTERTOPS a REFINISH EXISTING CABINETS C REMOVE EXISTING FLOORING AND BASE. PREP SUBSTRATE PER GENERAL DEMO NOTES. EXISTING FINISHES TO REMAIN. OREMOVE EXISTING WINDOWS WALL LEGEND : E-- EXISTING TO REMAIN EXISTING TO BE MODIFIED `_______- EXISTING WALL TO BE REMOVED NEW WALL EXISTING LOWER FLOOR PLAN 0 1 2 SCALE: 1/4" = l'-O" A 4 a 12 FT. mon"Aft MENEM "w U) z U) c� w Z Q m x Lu z 0 0 0 ms w U) U) a N O �O W z U � O Cn D Co j Z o Q =CN p � V) CDHQQ CoCo r > X a- N J LLI Lu N r O m O N O 00 U) Q z3: O C) az 00 07 lql-0 �O W NO. DATE REVISION DATE: JOB NUMBER: PM: FILE: 12/07/2020 2001 DKG xFPM_Existing EXISTING LOWER FLOOR �91F.Iff RESUB 2ml Dec 17 2020 © 2020 EXURBAN DESIGNS, LLC. CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT GENERAL DEMOLITION NOTES 1. REMOVE DOORS AND FRAMES AS NOTED. PROVIDE TEMPORARY DOORS AS REQUIRED TO MAINTAIN SECURITY IN THE BUILDING. CONSULT THE OWNER FOR LOCATIONS. 2. REMOVE ALL WALLS, PARTITIONS AND MECHANICAL CHASES COMPLETELY, AS INDICATED PRE PLANS. 3. REMOVE ALL FLOORING MATERIALS, PER PLAN, DOWN TO STRUCTURAL SLAB UNLESS SPECIFICALLY NOTED OTHERWISE. 4. REMOVE ALL FINISHED CEILING MATERIALS TO UNDERSIDE OF STRUCTURAL. 5. REMOVE ALL MISCELLANEOUS EQUIPMENT, FURNITURE, ETC., COMPLETELY 6. PROTECT ALL EXISTING MATERIAL TO REMAIN DURING DEMOLITION. ALL DAMAGED EXISTING MATERIAL SHALL BE REPAIRED TO MATCH EXISTING AND REPLACED AT THE CONTRACTORS EXPENSE. 1. ALL BUILDING MATERIALS REMOVED UNDER THIS CONTRACT SHALL BECOME THE PROPERTY OF THE CONTRACTOR THE CONTRACTOR SHALL BEAR COMPLETE RESPONSIBILITY TO REMOVE AND DISPOSE OF ALL SUCH MATERIAL IN A LEGAL, TIMELY AND PRUDENT MANNER IN FULL CONFORMANCE TO LOCAL, STATE AND FEDERAL LAW. 8. IF ASBESTOS CONTAINING MATERIALS OR OTHER HAZARDOUS MATERIALS ARE UNCOVERED OR IDENTIFIED DURING DEMOLITION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO IMMEDIATELY STOP WORK AND NOTIFY THE OWNER AND ARCHITECT IN WRITING. THE OWNER SHALL BE RESPONSIBLE TO REMOVE ALL ASBESTOS CONTAINING MATERIALS OR OTHER HAZARDOUS MATERIALS FROM THE BUILDING IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. S. ARRANGE AND PAY FOR DISCONNECTION, REMOVING AND CAPPING UTILITY SERVICES WITHIN THE AREAS OF DEMOLITION. DISCONNECT, STUBS -OFF AND NOTIFY THE AFFECTED UTILITY COMPANY AS REQUIRED AND OBTAIN APPROVAL BEFORE STARTING WORK 10, THE CONTRACTOR SHALL REMOVE FROM THE SITE ANY CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIAL ENCOUNTERED AND DISPOSE OF BY LEGAL MEANS. DO NOT ENDANGER THE HEALTH OF THE WORKERS OR THE PUBLIC. 11. WHERE DEMOLITION RESULTS IN UNEVEN FLOORS OR FINISHES, EXISTING SURFACES SHALL BE FILLED AND LEVELED AS FOLLOWS: CONCRETE/GYPCRETE FLOORS: FILL ALL VOIDS WITH COMPATIBLE LEVELING COMPOUND, MIN. 4000 PSI. GRIND SMOOTH AREAS WHERE DEMOLITION RESULTS IN RAISED PORTIONS OF FLOOR PLASTER/GYP. BOARD WALLS: FILL AND SMOOTH ALL VOIDS THAT WILL NOT BE COVERED BY NEW CONSTRUCTION WITH APPROPRIATE FILL MATERIAL. r ■ ..... ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ on 1.The construction project involves demolition of a significant ; portion of the existing structure. Structures that are demolished ■ to the level that meets or exceeds 75% of the replacement cost ■ of the structure will not be allowed by city code to be rebuilt ; except to full -on standards for new construction. Reference Edmonds Community Development Code section 17.40.020(F). ■ Demolition of portions of the structure is limited to that clearly shown on the approved permit plans, and will be verified by the ; building inspector. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SELECTIVE DEMOLITION NOTES A REMOVE EXTERIOR d INTERIOR WALL($) AND PARTITIONS IN THIS AREA AS INDICATED PER PLAN. B REMOVE EXISTING COUNTERTOPS 4 REFINISH EXISTING CABINETS C REMOVE EXISTING FLOORING AND BASE. PREP SUBSTRATE PER GENERAL DEMO NOTES. EXISTING FINISHES TO REMAIN. OREMOVE EXISTING WINDOWS WALL LEGEND : EXISTING TO REMAIN EXISTING TO BE MODIFIED r - — — — — — — — — EXISTING WALL TO BE REMOVED NEW WALL ift ------ ---------------- 1-------------- ------ --__________________ =�___ = ---== __�_-- _-----__ , II I II EXIST G II II II EXISTING II II II II II CLOSET CLOSET II I II I II � II II II II 'JJ I II I II O I II I III O II II I II I III J II REMOVE EXISTING IIF=— — — — EXISTING MASONRY CHIMNEY I I I BEDROOM III O 11 --------- I I TI--------------- II EXISTING I II II _ II III STORAGE I LL == I r- I III E EXISTING Ir_ LEI w BEDROOM I F I O I I I FF_ IL_ _ II - IL ------- J II I II Ir--I-r- rT —r---�� =�1 I I I II O II I I I I I I II I I II I II II II II �I I II II I I I I I I II II LL-------------------------- I-JL-----------JL----I-�L _L J---JL — - - - — - T----------------------------------- L------------------------------ -------- ----------------------------- JI UPPER FLOOR DEMO PLAN� SCALE: 1/4" = V-0" 41 2 1 4 8 12 FT. 2 O O O O O __ =_ __ III \ II I I O DN \ II I E I TI G Jl II O III STAIRS c I I III w O � I I III O � E III I I O III O �— _------------JI EXISTING III I � REMOVE EXISTING LIVING ROOM III MASONRY CHIMNEY I I I III - - - - - - - - - - EXISTING \ O I _ _ W BATH �ZLI I ,r== __ — _____ if 11 O II I EXISTING L—� Ir---�I F=== F=== — — — — — — KITCHEN O EXISTING DIN NG ROOM C II Imo____ - EXISTING In IF--i- III ENTRY II II L-_____________JI O II I I I I I I II E JI II II II I O III II II I I I I I I II ---------=====--�===� O O O O O O MAIN FLOOR DEMO PLAN � SCALE: 1/4" = P-0" 2 4 12 FT. Lwwl EK91 L�=,L@'_ RES U B Dec 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z a m X LU z 0 0 0 w V) a V_ C\1 C:) 0-5 O J z U O C UJ 'cn > Zcp o Q = ) CM Cn M o >Q coco ti > X dN JLL! N = LU O� m NO. DATE REVISION Z 2 12.07.20 OWNER REVS#1 � 10.20.20 CITY COMMENTS 09.18.20 PERMIT SUB. DATE: 12/07/2020 JOB NUMBER: 2001 PM: DKG FILE: xFPM_Existing MAIN & UPPER FLOOR DEMO PLANS 2m2 D © 2020 EXURBAN DESIGNS, LLC. VENTILATION CALCULATIONS: CRAWL SPACE AREA= 311 SF VENT AREA REQUIRED=311/300 = 126 SF PROVIDE (2) 8" x 16" VENT OPENINGS (2) x 0.68 SF = 1.16 SF (PER IRC.R4082, WASHINGTON STATE AMENDMENT) WALL LEGEND : EXISTING TO REMAIN EXISTING TO BE MODIFIED — — — — EXISTING WALL TO BE REMOVED NEW WALL PROPOSED LOWER FLOOR PLAN ' 2 8 ,2 ��. SCALE: 1/4" = F-0" 20' STREET SETBACK NORTHERN PROPERTY LINE RES U B Dec 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z a m x Lu z 0 0 0 w J 0 (f) ms w V) Ln a CV C) M O W z U O C: Cocli > z aai o Q = p M U) COCo >Q Co ti > X d N J W N Lu O Co O N O 00 V) Q z� O �o Qz DO O2: It r) lD W NO. DATE REVISION 2 12.07.20 OWNER REVS#1 1 10.20.20 CITY COMMENTS 09.18.20 PERMIT SUB. DATE: 12/07/2020 JOB NUMBER: 2001 PM: DKG FILE: xFPL PROPOSED LOWER FLOOR PLAN A2m 1 © 2020 EXURBAN DESIGNS, LLC. 1�� WALL LEGEND : EXISTING TO REMAIN EXISTING TO BE MODIFIED ---- EXISTING WALL TO BE REMOVED NEW WALL 20' STREET SETBACK �� on NORTHERN PROPERTY LINE I✓ -IL/ I✓ -V 1— 1 -✓ 1/L 1 -V 1/G -V 11L./ -✓ I L 2'41/2" 3'-II" 3'-II" 5'-2" 3'-91/2" 3'-6" 2'-51/2" 3'-311 2'-011 2'-011 4'-9" 3'-81/2" 010 2 2 FFF --------------------- 1114 115 116 Ili I18 19 120 r 12L — ---- --- 50 CFM N DN NEW V CAS FP.EE] N PWDR sk m 122.61' I 3'-91/2" 3'-III/2" I 36" DIRECT VENT I = N 6, G S FIREPLACE 113 -INSTALLED PER NEW I 3 ' X R OR NEW MANUFAC uRES SPECS. LIVING ROOM WALL ABOVE I COVERED A I DECK e — — — — — — — ---------- JDW. I �n I NEW c DINING COMBINATION OKE/CARBON 102 D101 MONOXIDE DIET CTOR I — I I 122b1' I N m I r EW NEW UP a� I KITCHEN 215 CFM 4'- " - OV D M r I V.T.O. EC I m FRIDGE CIO EW — — — — — — I 1/2" G.W.B. ON LOSET WALLS E CEILING `v L---------------- IN CLOSET r III ------- UNDER STAIRS -' -- — --- ----J — ' m 10'-10 /2" x 0 m E 3 - �� 50 CFM -' 1 103 ❑F 122b1 �r DECK D V.T.O. E 110 TH NEW — — — — — — — — UP, FI E e 1 MUDROOM N NE M W PAN R aF V = I� m (15) R 1 1/16" m 109 .o n (14 t 10 I/2' N DN Z Doo (i1 106 105 =104 2 3'-0 1/2" Y-0 1/2" 2'-5 3/411 3'-II" 2'-11" 3'-0 1/411 12'-8" 1'-6" 4'-1 1/4" 2'-9 1/2" 4'-3 1/4" 2'-6 1/2" 2'-2 1/2" 3'-0" 6'-111 12'-4" 14'-2" - - 31'-8" 11_p 66'-6" SCALE: 1/4" = P-0" SQUARE FOOTAGE: MAIN FLOOR PLAN: 1,325 SF UNCOVERED DECK: 91 SF COVERED DECK: 413 SF RES U B Dec 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CIO`) z Cn CV 'r- uj � O �' 0 U W z O V) C: cli C° j Z N Z O Q M = <M p O M ti >Q > X Q 0- N J W N Lu r Co x Lu z 0 0 0 w J W a O O 00 V Q z� O Qz 100 O 2: It 0 lD W NO. DATE REVISION 2 12.07.20 OWNER REVS#1 1 10.20.20 CITY COMMENTS 09.18.20 PERMIT SUB. DATE: 12/07/2020 JOB NUMBER: 2001 PM: DKG FILE: xFPM PROPOSED MAIN FLOOR PLAN A2m2 © 2020 EXURBAN DESIGNS, LLC. zt M 'V e m WALL LEGEND : EXISTING TO REMAIN EXISTING TO BE MODIFIED ---- EXISTING WALL TO BE REMOVED NEW WALL SEE SHEET AO.1 FOR GENERAL NOTES REGARDING THE WHOLE HOUSE FAN VENTILATION SYSTEM t MAKE-UP AIR AA'-Gu 20' STREET SETBACK NORTHERN PROPERTY LINE Li EGRESS SILL F o S 12 CFM NEW N W STER `' 36" A.FF. ° BATH # 1 N ° D CK NEW ® 10 LAUNDRY ECsRE � 50 CFM WASHER O 20 N NEW m NEW BEDROOM #2 -' _jX _jX MASTER BEDROOM �' v 3 DRYER - - o NEW e v N LINEN MASTER e N B ® °' '-101/2' Y-101/2" �11_111 21_ " 3'-5 1/2"- 4'-6" 1'-i" 6'-6 I/2' co 3'-6" El cA n 2'-4" '-10 1/2' '-10 1/2" R m NEW a a CLOSET - `" NEW ^ CLOSET ® -� r all 2'-8 I/8" 3 - 2'-6 8" 0 rn r , NEW - NEW BALCONY m 2 BEDROOM #1 COMBINATION SMOKE CARBON 202 `^ MONOXIDE DETECTO N W 0 r GENERAL CONTRACTOR C OSE 0 TO COORDINATE W/ OWNER DN ON FURRING CEILING DOWN TO CONCEAL EXPOSED BEAM �r E (15 R 111/1 m `7 v S IR (14 T 1 1/2' Cf) 09 36" A.F.F. N ECxRESS PROPOSED UPPER FLOOR PLAN ' 2 8 ,2 ��. SCALE: 1/4" = P-0" SQUARE FOOTAGE: 2 UPPER FLOOR PLAN: 1,269 SF UNCOVERED DECK: RES U B Dec 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT V_ CV C) M O W z U O C: Cocli > z aai o Q = p M U) COCo >Q Co ti > X d N JLu W N r O Co Z a m x Lu z 0 0 0 w J 0 (f) ms NO. DATE REVISION 2 12.07.20 OWNER REVS#1 1 10.20.20 CITY COMMENTS 09.18.20 PERMIT SUB. DATE: 12/07/2020 JOB NUMBER: 2001 PM: DKG FILE: xFPU PROPOSED UPPER FLOOR PLAN A2m3 © 2020 EXURBAN DESIGNS, LLC. VENTILATION NOTES: WHERE DETERMINED NECESSARY BY THE BUILDING OFFICIAL DUE TO ATMOSPHERIC OR CLIMATIC CONDITIONS, ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN AND SNOW. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF I INCH OF AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. OPENINGS FOR VENTILATION SHALL BE COVERED WITH CORROSION -RESISTANT METAL MESH WITH MESH OPENINGS OF 1/4 INCH IN DIMENSION. ROOF PLAN SCALE: 1/4" — F-0" ROOF VENT CALCULATIONS: PITCHED ROOF AREA: REQUIRED VENTING AREA: TOTAL VENTING PROVIDED: ACTUAL VENTING AREA: 1,414 SF 1/300 (1,414) = 4.913 SF VENT 9.16 SF RIDGE VENTING: (40%-50% REQUIRED) =1.96 SF - 2.46 SF VENTING PRODUCT: COR-A-VENT V-600T = 10 SQ.IN. NFVA/LINEAL FOOT (10/144 = .0(o944 50. FT.) 46'-5" X .06944 CONTINUOUS RIDGE VENT = 3.22 SF EAVE VENTING: (50% REQUIRED AT EAVE) = 2.46 SF MIN VENTING PRODUCT: COR-A-VENT 5-400 = 10 SQ.IN. NFVA/LINEAL FOOT (10/144 = .06944 50. FT.) 94'-2" X .0(o944 CONTINUOUS RIDGE VENT = (o.54 SF ROOF VENTING NOTES: 1) — — LINE OF VENTING 2) INSTALL CONTINUOUS RIDGE VENTS. 0 1 2 4 8 12 FT. RESUB Dec 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z Q m x Lu z 0 0 0 ms w U) (A a N O M O W z U rn O Cn 27) o Q =CN p � V) CD>Q CM ~ > X a- N J W N = � O m O N O 00 � O (n Q z3: O �C) az mO 07 lql- (') �o w NO. DATE REVISION 12.07.20 OWNER REVS#1 1 10.20.20 CITY COMMENTS 09.18.20 PERMIT SUB. DATE: 12/07/2020 JOB NUMBER: 2001 PM: DKG FILE: A2.4 PROPOSED ROOF PLAN A2m4 © 2020 EXURBAN DESIGNS, LLC. I I NORTH ELEVATION SCALE: 1/4" - P-0" EAST ELEVATION SCALE: 1/4" = P-0" HIDDEN LINE INDICATES OUTLINE OF EXISTING ROOF LINE AND WALLS TO BE REMOVED ROOFING T.B.D. 4" BOX STYLE ALUMINUM GUTTER, SEAMLESS JAMES HARDIE PLANK SIDING W1 MITERED COMERS JAMES HARDIE TRIM EXPOSED WOOD BEAM, STAIN GRADE EXPOSED WOOD POSTS, STAIN GRADE OPENINGS IN GUARDRAILS SHALL NOT ALLOW PASSAGE OF 4" DIAMETER SPHERE, PER IRC R312.2 'ES OUTLINE OF AND WALLS TO 'ES OUTLINE OF I CH ROOF :MOVED I C/) z CV uj U)m° O U W > � > z O V) q O C° j Z N Z o Q M = < p M o ti >Q > � X QM d N J W N = m x Lu O N 00 � O V) Q z� O �o Qz DO O5- Itr) 1,Dw NO. DATE REVISION 2 12.07.20 OWNER REVS#1 1 10.20.20 CITY COMMENTS 09.18.20 PERMIT SUB. DATE: 12/07/2020 JOB NUMBER: 2001 PM: DKG FILE: A3.1 EXTERIOR ELEVATIONS RES U B Dec 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3ml © 2020 EXURBAN DESIGNS, LLC. OL 141' - I 1 3/8" MAX. ALL. BLD. 2 61 139'-m 3/16" T.O. UPPER FLR. FE r 131'-6 3/16" T.O. UPPER SUBFLOOR J T 0 cA 122' --I 5/16" T.O. MAIN SUBFLOOR -;�2 OL 116' -11 3/v avFQ11eltF el pAn;= of 141' - I 1 3/8" MAX. ALL. BLD. NCaT. - 2 61 139'-m 3/16" N T.O. UPPER FLR. fF- r 131'-6 3/16" T.O. UPPER SUBFLOOR J e 122'--1 5/16" T.O. MAIN SUBFLOOR 2 OL 116' -11 3/0" Av;=i;P rtae�n SOUTH ELEVATION SCALE: 1/4" = F-0" WEST ELEVATION SCALE: 1/4" = F-0" N O w 0 � �' W z U ��o U � j Z � oN Q = z CC*:',; � >Q � QCM > X N J W ui N = m x Lu O N O . � U) Q z3: O �C) az 00 07 lql- (') �o w NO. DATE REVISION 12.07.20 OWNER REVS#1 1 10.20.20 CITY COMMENTS 09.18.20 PERMIT SUB. DATE: 12/07/2020 JOB NUMBER: 2001 PM: DKG FILE: A3.1 EXTERIOR ELEVATIONS RESUB Dec 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3m2 © 2020 EXURBAN DESIGNS, LLC MAX. ALL. BLD. HGT, Ln 2 a T.O. UPPER FLR. FE T.O. UPPER SUBFLOOR J (� cA 122'--1 5/1(o" T.O. MAIN SUBFLOOR 2 116' -11 3/8" Av;=IpArtK e-traen I BUILDING SECTION � ' 2 � SCALE: 1/4" - 1'-0" ROOF ASSEMBLY (NEW) : ROOFING, TBD. UNDERLAYMENT PER ROOFING MGFR SHEATHING PER STRUCTURAL MIN. I" GAP FOR VENTILATION RAFTERS PER STRUCTURAL a 12 FT. BATT INSULATION(PERCODE) ����������� OF 4" DIAMETER SPHERE, PER IRC R3122 PER I.R.C. 311.1.4: STAIR TREAD RISER: 1 3/4" MAX STAIR TREAD RUN: 10" MIN. a== GI ^^CD CI AAI C/1O CV A/- r OICG ! SIDING PER ELEVATIONS _• BUILDING PAPER_ SHEATHING PER STRUCTURAL 2X6 STUD WALL PER STRUCTURAL f R-21 INSULATION PER CODE 2. HANDRAIL SHALL BE 34" MIN.- 38" MAX ABOVE 5TAIR Z 114L `v • 1/2" G.WB. + PVA PRIMER NOSING. HANDRAIL 1 1/4" DIA. MIN. - 2" MAX IN CROSS DINING SECTION 4 1 1/2" MIN. FROM FACE OF WALL. RETURN EACH END, TYP. FLOOR ASSEMBLY *2 (NEW): - NEW 3. INSTALL FIRE BLOCKING s STRINGERS TOP, BOTTOM 4 « FINISH FLOOR PER OWNER MID SPAN, TYP. • PLYWOOD SUBFLOOR PER STRUCTURAL a LIVING ROOM 4. COVER USABLE SPACE UNDER STAIR WITH 1/2" TYPE 'X' = FLOOR JOISTS PER STRUCTURAL r GYPSUM WALL BOARD. * R-36 BATT INSULATION f CLEARANCE PER CODE • 10 MIL POLY. EXISTING LOWER LEVEL s NEW NEW BALCONY MASTER BATH FLOOR ASSEMBLY I (NEW): f FINISH FLOOR PER OWNER NEW • PLYWOOD SUBFLOOR PER STRUCTURAL STAIRS to ' FLOOR JOISTS PER STRUCTURAL G.W.B. BUILDING SECTION 0 1 2 4 8 12 FT. 2 SCALE: 1/4" - 1'-0" NEW LIVING ROOM BUILDING SECTION SCALE: 1/4" 1'-0" ARTIAL OPENINGS IN GUARDRAILS SHALL NOT ALLOW PASSAGE OF 4" DIAMETER SPHERE, PER IRC R3122 DECK FLOOR ASSEMBLY 03 (NEW): WATERPROOF MEMBRANE - FINISH FLOOR PLYWOOD SUBFLOOR PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL RIPPED TO SLOPE 5/6" G.WB. + PVA PRIMER 0 1 2 8 12 FT. Cn 'r- CV O uj U) �' W z U oq z. U °jza Z O H aQ M Q ti > X 0- N J W Lij N = m x Lu z 0 0 0 w J 0 0 0� V) O O 00 V Q z� O Qz 00 O 2: It0 lD W NO. DATE REVISION 2 12.07.20 OWNER REVS#1 1 10.20.20 CITY COMMENTS 09.18.20 PERMIT SUB. DATE: 12/07/2020 JOB NUMBER: 2001 PM: DKG FILE: A4.1 BUILDING SECTIONS RES U B Dec 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A4m 1 © 2020 EXURBAN DESIGNS, LLC. ROOFING, T.BD UNDERLAYMENT, PER ROOF MGFR. SHEATHING, PER STRUCTURAL MIN. I" GAP FOR VENTILATION SIDING PER ELEVATION BUILDER PAPER SHEATHING PER STRUCTURAI 2X6 STUD WALL R-21 BATT INSULATION 1/2" GWB + PVA PRIMER FINISHED FLOOR T.B.0 T.O. UPPER SUBFLOOR 3/4" SUBFLOOR, PER STRUCTURAL RIM JOIST, PER STRUCTURAL FLOOR JOIST, PER STRUCTURAI HEADER PER STRUCT R-10 RIGID INSULATION 2X6 HEADER WINDOW TRI1r 2X4 SILL WII FINISH FL R-38 BATT II 1 122'--1 5/10" - - - T.O. MAIN SUBFLOOR CONCRETE WALL PER STF ROOFING, T.B.D. ROOFING UNDERLAYMENT, PER ROOFING MANUFACTURE 5/8" ROOF SHEATHING, PER STRUCTURAL I" AIR SPACE FOR VENTILATION ALUMINUM DRIP EDGE FLASHING 4" BOX GUTTER W/ 2X3 RECT. DOWNSPOUTS 4/4 x (o FASCIA IX2 TRIM COR-A-VENT OR EQ. VENTING SOFFIT BOARD, T.B.D. 2X6 TRIM SIDING PER ELEVATION 2x6 HEAD TRIM HEAD - ELEVATION INTERIOR TRIM, PER OWNER 1/2" G.W.B. + PVA PRIMER - R-21 BATT INSULATION SHEATHING PER STRUCTURAL BUILDING PAPER SIDING PER ELEVATION 2X4 JAMB TRIM JAMB - SECTION 2" x to N 4 EAVE DETAIL, TYP. SCALE: 11/2" F-0" SHEATHING PER STRUCTURAL BUILDING PAPER SIDING PER ELEVATION HEAD FLASHING, ALUMINUM 2x6 HEAD TRIM WINDOW PER ELEVATION - WINDOW PER ELEVATION BACKEROD 4 SEALANT 2x4 SILL TRIM WINDOW PER ELEVATION BACKEROD 4 SEALANT 2x4 SILL TRIM SIDING PER ELEVATION BUILDING PAPER SHEATHING PER STRUCTURAL SILL - ELEVATION HEAD - SECTION SILL - SECTION WINDOW HEAD, SILL, JAMB DETAIL SCALE: 1 1/2" = F-0" 1/2" G.W.B. + PVA PRIMER R-10 (MIN.) RIGID INSULATION INTERIOR TRIM, PER OWNER INTERIOR TRIM, PER OWNER R-21 BATT INSULATION 1/2" G.W.B. + PVA PRIMER S, TYP. ROOFING UNDEF2LAYMENt, PER ROOFING M ^"" IC ^''*"ot 5/6" ROOF SHEATHING, PER I" AIR SPACE FOR 1 1/2 R-38 BAIT INSULATION, H 2XI2 RAFTER, PER R-21 BATT INSULATION 1/2" G.W.B. + PVA PRIMER R-10 (MIN.) RIGID INSULATION INTERIOR TRIM, PER OWNER ROOF ASSEMBLY, TYP. SCALE: 1 1/2" = F-0" HEAD - SECTION INTERIOR TRIM, PER OWNER 1/2" G.W.B. + PVA PRIMER - R-21 BATT INSULATION SHEATHING PER STRUCTURAL BUILDING PAPER SIDING PER ELEVATION — 2x4 JAMB TRIM JAMB - SECTION SILL PA"' FINISHED FLOOF PER OWNEI SUBFLOOF PER STRUCTURA - SWING DOOR BACKEROD 4 SEALANT SHEATHING PER STRUCTURAL HEAD FLASHING, ALUMINUM 2x6 HEAD TRIM SWING DOOR LRAL DOOR HEAD. SILL JAMB DETAILS. TYP. SCALE: 1 1/2" = P-0" z U) 'r- CV 0 w 0 0) Z ° U W O V) q C) m> o Q Z = a ai p z M CD H U)m QQ a Co ti Co > X N 2 m M x Lu w O a O N O 00 m z 0 Qz 00 O 2: It 0 lD W NO. DATE REVISION 2 12.07.20 OWNER REVS#1 1 10.20.20 CITY COMMENTS 09.18.20 PERMIT SUB. DATE: 12/07/2020 JOB NUMBER: 2001 PM: DKG FILE: A5.1 WALL SECTION & EXTERIOR DETAILS WALL SECTION, TYP. SCALE: 3/4" = P-0" RESUB Dec 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A5ml © 2020 EXURBAN DESIGNS, LLC. LAP 150 BUILDING PAPER VERTICALLY 6" LAP 150 BUILDING PAPER HORIZONTALLY - MIN. 2" SLIP LOWER END OF JAMB FLASHING PAPER AND SILL FLASHING PAPER OVER 150 BUILDING PAPER AT THE WINDOW SILL SIDING THIS SHEET OF 150 BUILDING PAPER TO SLIP UNDER SILL AND FLASHING PAPER, NOTCH BUILDING PAPER TO FIT TIGHTLY AROUND WINDOW FRAME PROFILE ONE AND/OR TWO LAYERS OF 15" BUILDING PAPER PER BUILDING CODE REQUIREMENTS NOTE: ALTERNATE METHOD OF FLASHING A WINDOW IS TO INSTALL A MOISTURE BARRIER PAPER TO THE OUTSIDE SURFACE IN THE SAME OPERATION THAT YOU WOULD BE WRAPPING THE ROUGH INSIDE SURFACE OPENING. THE NAIL ON WINDOW WOULD BE INSTALLED OVER THE FLASHING SYSTEM EXTERIOR WINDOW & DOOR SCHEDULE # U-VALUE WIDTH HEIGHT HEADER -HEIGHT TYPE GRILLES EGRESS SAFETY -GLASS REMARKS 100 0.24 5'-0" 7'-2" 101 0.24 3'-0" 5'-0" 7'-2" 102 0.3 - 7'-0" 7'-2" YES 103 0.24 T-0" 4'-0" 7'-2" 104 0.24 2'-6" 41_0" T-2" 105 0.24 2'-6" 4'-0" T-2" 106 0.24 2'-6" 5'-0" 8'-0" YES YES 107 0.24 4'-10" 4'-0" 7'-2" YES 108 0.24 2'-6" 4'-0" 7'-2" YES 109 0.3 T-0" 7'-0" T-2" YES 110 0.24 3'-6" 4'-0" 7'-2" YES 111 0.24 2'-6" T-6" T-2" YES 112 0.24 T-6" 4'-0" T-2" 113 0.3 T-0" 7'-0" T-2" YES 114 0.24 2'-6" 4'-0" 7'-2" YES YES 115 0.24 4'-10" 4'-0" 7'-2" YES 116 0.24 2'-6" 4'-0" 7'-2" YES YES 117 0.24 2'-6" 4'-0" T-2" YES 118 0.24 T-0" 5'-0" T-2" 119 0.24 T-0" 5'-0" 7'-2" 120 0.24 T-0" 5'-0" 7'-2" 121 0.24 6'-0" 5'-0" 7'-2" 200 0.3 T-0" 6'-8" 6'-10" YES YES 201 0.24 4'-0" 4'-6" 6'-10" YES 202 0.24 5'-0" 1'-6" 6'-10" YES 203 0.24 2'-6" 5'-0" 6'-10" YES YES 204 0.24 2'-6" 5'-0" 6'-10" YES YES 205 0.24 2'-6" 5'-0" 6'-10" YES YES 206 0.24 2'-6" 4'-0" 6'-10" YES 207 0.24 4'-10" 4'-0" 6'-10" YES 208 0.24 2'-6" 4'-0" 6'-10" YES YES CASEMENT 209 0.24 T-0" 4'-0" 6'-10" YES 210 0.24 2'-6" 4'-0" 6'-10" YES 211 0.24 2'-6" 4'-0" 6-10" YES YES CASEMENT 212 0.24 4'-10" 4'-0" 6'-10" 213 0.24 2'-6" 4'-0" 6'-10" YES 214 0.24 2'-6" 4'-0" 6'-10" YES 215 0.24 4'-0" 4'-0" 6'-10" YES 216 0.24 T-0" 5'-0" 6'-10" 217 0.24 T-0" 5'-0" 6'-10" Cl) z cD U) LLI a Z a m x Lu z 0 0 0 ms CV 0 cO m o W z U ��oq co >o Z = p M Q M Cn Co ti > X d N J W N = H � O Co O N O 00 V) Q z� O �o Qz 00 O 5- It 0 lD W NO. DATE REVISION ,, 12.07.20 OWNER REVS#1 � 10.20.20 CITY COMMENTS 09.18.20 PERMIT SUB. DATE: 12/07/2020 JOB NUMBER: 2001 PM: DKG FILE: A6.1 WINDOW & DOOR SCHEDULE RES U B Dec 17 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A6m 1 © 2020 EXURBAN DESIGNS, LLC.