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APPROVED BVLD ESUB 1-BLD2023-0339+Architectural_Plan+6.2.2023_4.15.37_PM+3585580
1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, ORDINANCES, AND LAWS. GOVERNING CODE IS 2018 SRC. 2. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AT ALL TIMES. 3. EXTERIOR WALL DIMENSIONS ARE TO FACE OF CONCRETE AND/OR FACE OF STUD UNLESS OTHERWISE NOTED. 4. ALL CONDUIT AND PIPING SHALL BE CONCEALED. ANY EXPOSED WORK SHALL BE VERIFIED WITH THE ARCHITECT. 5. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. 6. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHER CONTRACTORS TO SECURE COMPLIANCE OF DRAWINGS AND SPECIFICATIONS, THE ACCURATE LOCATION OF STRUCTURAL MEMBERS AND OPENINGS FOR MECHANICAL, ELECTRICAL, STAIRS, AND MISCELLANEOUS EQUIPMENT. 7. ALL EXTERIOR OPENINGS, FLASHINGS, COUNTERFLASHING, EXPANSION JOINTS AND THE LIKE SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. 8. VERIFY ALL VARIATIONS OR DISCREPANCIES WITH THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK IN QUESTION. 9. SERVICE WATER PIPES IN UNHEATED SPACES SHALL BE INSULATED PER WASHINGTON STATE ENERGY CODE. 10. METAL DUCTS - JOINTS SHALL BE TAPED AND INSULATED. 11. OPENINGS TO BE CAULKED, SEALED, OR WEATHER-STRIPPED. 12. BATT INSULATION TEARS AND/OR JOINTS SHALL BE SEALED WITH TAPE. 13. SHOWERS: FLOW CONTROL LIMITED PER WASHINGTON STATE ENERGY CODE. 14. MOISTURE CONTROL TO BE PROVIDED PER WASHINGTON STATE ENERGY CODE. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE JOB SITE AGAINST THEFT, DAMAGE AND PROPERTY DESTRUCTION DURING THE COURSE OF CONSTRUCTION. Go gle Maps 1402 10th PI N 140210th PI N Building 3 4 Q � f Sla,ka Massage Mobile & Studio G. otlIkPres Counnse Q su selinng rear ESat Aspinwall Community Builtling °Werth z g °OO't^ aBXolm elarlyy Education e��excelalor Pl ome s�aom °cen. Pug" D, Pug. u, P.g.Dr © Pug. Dr Pug" °prn>rw _ O 3°i Solutions Digital z _ Mtl°Ey In Marketing� z . QMAPLE LEAE DESIGN s Grace Wtheran Church Edm.nd. Q ElememarySchool0 Google z © ve.iana war Map data 9)2023 200 ft The following documentation shall be available on site for the building inspector: COE APPROVED ARCHITECTURAL PLAN SET ' ® COE APPROVED STRUCTURAL PLAN SET ; COE REVIEWED CALCULATION PACKET ■ ENERGY CREDIT WORKSHEET SITE PLAN CIVIL PLAN i Zoning & Site Information Zoning: RS12 Assessor's Parcel No.: 5951-000-007-02-09 Owner: Ross Mayberry Revocable Living Trust Legal Description: THE NORTHWESTERLY 85 FT OF LOT 7,TAYLOR TRACTS, VOL.12 OF PLATS. P. 91, RECORDS OF SNOHOMISH COUNTY, WASHINGTON Critical Area Determination # CA-94-100 Lot size: 11,761 sq. feet Impervious Surface: Lot size = 11,761.00 sq. feet Impervious area = Existing main floor: 1,670.00 sq. ft. Existing driveway: 728.75 sq. ft. Total = 2,398.75 sq. ft. NOTE: NO NEW IMPERVIOUS SURFACE PROPOSED Site Drainage/Stormwater Management: All work was done at interior of structure; no new drainage required Vicinity m a 0 CITY OF EDMONDS BUILDING DEPARTMENT 2021 no scale ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE To the best of my knowledge these plans are drawn to comply with owner's and/ or builder's specifications and any changes made on them after prints are made will be done at the owner's and / or builder's expense and responsibility. The contractor shall verify all dimensions and enclosed drawing. Mard Kastner, Architect LLC is not liable for errors once construction has begun. While every effort has been made in the preparation of this plan to avoid mistakes, the maker can not guarantee against human error. The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES Work Separate Plumbing Permit Required. Please apply via MyBuildingPermit.com City Of Edmonds Building Department REMODEL Address 1402 10TH PL N Owner MAYBERRY ........................ Approved Date' 06/12/2023 Building Official grit/ Permit Number BLD2023-0339 I 0 o c-I II W z_ J ^W I..L O 00 I..L 29' N line of existing walls abov 1 10' setback line„ PROPERTY LINE = 85.00' SEE Al. 10 FOR PROPOSED SITE IMPROVEMENTS. Existing deck and stairs to patio -BO NO NEW WORK �8' o, V' x W 10' 25' setback line EXISTING STREAM Critical Area Determination CA-94-100 1 v �I "I �I to n NI EXISTING 23' m 24.80 FT EXISTING 13' 14' 10.5 FT. EXISTING BASEMENT LEVEL EXISTING GARAGE I 24' -PROPERTY LINE = 85.00' Added 0 0 deck and o stairs W z J 0 DN (y) W Replac entry = Dashed p =deck ano stairs = line = original entry deck and stairs I Inp ace as _6'_3" of 2015 �E 14' EXISTING GRAVEL DRIVEWAY EXISTING SITE CONDITIONS Site Plan - 1402 10th Place N. N Existing conditions 1/8" = 1'-0" Parcel # 5951-000-007-02-09 Owner: Ross Mayberry Revocable Living Trust 31.80 FT m N Proposed/Replaced entry deck to be completed per additional drawings, not what is portrayed on this plan set. NOTE: All dimensions at existing front deck and steps taken from survey and information provided by owner STREET END OF PAVEMENT I L z° U RESUB I Jun 05 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I WW Z ?Z V?3Z GN G �w Gr O_ 0 U N� LL U- 8 wco w� J m m ZU) Y O>� CO o wN Qo 0� w co E 0 razes 4 a� un /N 66 V N N V O z o 00 E V O U IZ N 4-J O UU) I -0 L 0 O E >, ,—I -0 � w a.., L Q z aj > M O M cM L Q �/ Q (YMM'� W U)� N I ,^ aJ �.D O V Lf� N DATE: 6/2/2023 SCALE: 1/8" = 1'-0" SHEET: Al Existing Main floor level no work this level To the best of my knowledge these plans are drawn to comply with owner's and/ or builder's specifications and any changes made on them after prints are made will be done at the owner's and / or builder's expense and responsibility. The contractor shall verify all dimensions and enclosed drawing. Marci Kastner, Architect LLC is not liable for errors once construction has begun. While every effort has been made in the preparation of this plan to avoid mistakes, the maker can not guarantee against human error. The contractor of the job must check all dimensions and other details prior to construction and be solely responsible thereafter. 1/4" = 1'-0" o Existing wall to remain Existing wall to be removed BID ® New orinfillwall -2x4 studs @ 16" o.c. w/ 1/2" gypsum wallboard each side, typical CO/3D Smoke/CO2 detector sD Smoke detector - provide at every sleeping room; hard wire w/battery backup Interconnect per IRC Section R314.4 Dashed line = original entry deck and stairs in place as of 2015 DOUBLE TOP PLATE 1/2" GYPSUM BOARD APPLIED VERTICALLY TO 2 x 4 STUDS (BOTH SIDES) @ 16" o.c. m N i EE 8' EXISTING SAUNA WW 10' EXISTIN ENTRY 00 existing door relocated opposite wall and wall infilled DN (1) step (exist'g) Existing ceiling height = 8'-0" throughout (unchanged) existing water supply EXISTI NG A2 typ• lines from shower were extended to provide KITCHEN 3'-6" supply to sink at opposite side of wall - - - - - F7 LAU N D 0 7.75" existing 6x6— post 23' CLOSET 22'-5" BEDROOM —11'-3 1/2" (2) 2'-0" x 6'-8" french doors °1 new wall and - doors installed EXISTING FAMILY ROOM Provide min. 100 sq. inch transfer opening w/grill at wall for make- up air existing 6 x 6 post Existing windows 96" wide x 48" high - operable (sliding) end panels 24" x 48" typical for net clear height opening of not less than 24" and net clear width opening of not less than 20" g" Sill height = 32" above finished floor EG new non-structural 6x6post existing gas fireplace new walls and door installed EXISTING (existing s irs landing ate try STORAGE EP � above -spit Yel) I — I— L_-1 New electrical sub -- panel installed by "Full Service Electric" - under separate permit EXISTING GARAGE (down 6 risers from floor plan level) 24' Existing Basement floor level existing conditions 1/4" = 1'-0" 7' 0 M n N RESUB Jun 05 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z KF WW ?Z N N GN d' G VO �w Gr rn �� en v� .o c rB L � NOU�m(wQown mY�No�acrQ)OLU 0 O`COLz�B� �Q O L.Q__ o 4-, O = Q_- 734-d73 roroa) U OE • NO 00 E U O M U a -o 0 4-JOU '- Ua J ) L N C: 0E-0W 2! OUN00 Q >Q Q0MMN 0 4� o_ InM -� N MOLn DATE: 6/2/2023 SCALE: 1/4"= 1'-0" SHEET: A2 �w ZO>wC0o Z