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24114 107th PL W-SITE PLAN.pdff r M 1 ABBREVIATIONS LIST AFF ABOVE FINISH FLOOR FOR ENGINEER OF RECORD P PANTRY ADJ ADJUSTABLE EQ EQUAL PSL ` PARALLAM ALTER ALTERNATE (E) EXISTING PC PIPE COLUMN AB ANCHOR BOLT EXT EXTERIOR PL or PLATE & or f AND F.O. FACE OF PLY PLYWOOD ANGLE FIN FINISH PSF POUNDS/SQUARE FOOT ARCH ARCHITECT FIX FIXED PREMAN PREMANUFACTURED @ AT FIXT FIXTURE PT PRESSURE TREATED AWN AWNING FLR FLOOR REINF REINFORCING BM BEAM FT FOOT or FEET REQ REQUIRED or REQUIREMENT BP BEAM POCKET FTG FOOTING R RISER or RADIUS or BRNG BEARING FDN FOUNDATION REFRIGERATOR BED BEDROOM FRMG FRAMING RD ROAD BLK BLOCK GAL GALLON RM ROOM BLKDN BLOCKDOWN GAR GARAGE RO ROUGH OPENING BLKG BLOCKING GLB GLUE LAMINATED BEAM SCHED SCHEDULE BOTT BOTTOM GST GUEST S/W SHEAR WALL BO BOTTOM OF GYP GYPSUM BOARD SHTG SHEATHING BLDG BUILDING HF HEM FIR SHT SHEET CAB CABINET HNGR HANGER SIM SIMILAR CASE CASEMENT HDR HEADER SIMP "SIMPSON" BRAND CLG CEILING HGT HEIGHT SPEC SPECIFICATION CENTERLINE HT HEIGHT SQ SQUARE CLR CLEAR HD HOLDDOWN STD STANDARD CL CLOSET HORIZ HORIZONTAL STIFF STIFFENER COL COLUMN HB HOSE BIB STOR STORAGE CONF CONFERENCE HR HOUR STRUCT STRUCTURAL CONSTR CONSTRUCTION INSUL INSULATION or INSULATED SUB SUBDIVISION or CONT CONTINUOUS INT INTERIOR SUBCONTRACTOR D DRYER IRC INTERNATIONAL THK THICK DTL DETAIL RESIDENTIAL CODE T & G TONGUE AND GROOVE DET DETECTOR JST JOIST TBD TO BE DETERMINED DIAG DIAGONAL KITCH KITCHEN TO TOP OF DIA or DIAMETER LAUN LAUNDRY TRAP TRAPEZOID DIM DIMENSION LINOL LINOLEUM T TREAD D/W DISHWASHER L LINEN TDL TRUE DIVIDED LITE DR DOOR LOC LOCATION TS TUBE STEEL DBL DOUBLE MANUF MANUFACTURED or TYP TYPICAL DF DOUG FIR MANUFACTURER UON UNLESS OTHERWISE NOTED DN DOWN M MASTER UNO UNLESS NOTED OTHERWISE DRW DRAWER MAX MAXIMUM UP UP DS DOWNSPOUT MECH MECHANICAL VER VERIFY DTC DROPPED TOP CORD MSL MICROLLAM VIF VERIFY IN FIELD EA EACH MIN MINIMUM VSL VERSALLAM ES EACH SIDE (N) NEW VERT VERTICAL EW EACH WAY N/A NOT APPLICABLE VG VERTICAL GRAIN E.0 EDGE OF NTS NOT TO SCALE W WASHER ELEV ELEVATION O.0 ON CENTER WIN WINDOW ENGR ENGINEER OPP OPPOSITE W/ WITH OSB ORIENTED STRAND BOARD �r-r- y1100I7\1#0( v W (_� 9q %1_C19-_(1It-rCr1J 10 "NoWmg in this rmit approval process shall be intemaintenance of an�ted as �curmr n� i�ti� ill nonconk or an rmi or sib oon�diti pe tted building, s�trvoture n which i s outside the soope of the ppeerrnmuit application, regardless of whether such building, structure or condition is shown on the site lan or drawing. Such building, structure or, nfion m a►be " subject of a separate SWETINDEX A1.1 SITE PLAN, SHEET INDEX, PROJECT INFO, ABBREV LIST A2.1 FLOOR PLAN - EXISTING & DEMO A2.2 FLOOR PLAN - NEW, DOOR & WINDOW SCHEDULES, GENERAL NOTES A2.3 ROOF PLAN A3.1 EXTERIOR ELEVATIONS, SECTIONS, -TYPICAL EXTERIOR FINISHES A3.2 EXTf-_RIOR ELEVATIONS, SECTIONS SI A STRUCTURAL NOTES ac PLAN NOTES S2.1 FLOOR FRAMING & FOUNDATION PLAN S2.2 ROOF FRAMING PLAN, SHEAR WALL AND HOLDOWN SCHEDULES S3.1 FOUNDATION DETAILS S4.1 WOOD FRAMING DETAILS S5.1 ROOF FRAMING DETAILS THIS PROJECT SMALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE, 2015 INTERNATIONAL BUILDING CODE, 2015 WASHINGTON ENERGY CODE, PLUMBING CODE AND 2015 MECHANICAL CODE AND AMENDMENTS THE LOT IS ESSENTIALLY FLAT IN THE AREA OF THE EXISTING HOUSE AND PROPOSED ADDITION GENERAL SCOPE: OF PROJECT ONE-STORY ADDITION OFF REAR OF EXISTING STRUCTURE CONVERSION OF EXISTING GARAGE SPACE TO NEW HEATED AREA ADDITION OF NEW COVERED ENTRY & COVERED PATIO SPACES OWNERS: STRUCTURE LOT COVERAGE ALLOWED KIM & NANCY HUNTAMER 35% OF LOT AREA = .35 X 9,992 = 3,497 SO. FT. ADDRESS: 24114107TH PL W EDMONDS WA 98020 NEW STRUCTURE COVERAGE PARCEL: 00564900102300 (N) ADDITION = 600 SQ. FT. Q/Sfr/R/: SW-36-27-03 (N)COVERED ENTRY - 84 SQ. FT. LEGAL: LOT 23, E,LOCK 1, H. K. SCHROEDER'S (N) COVERED PATIO = 144 SQ. FT. REPLAT OF FOREST GLEN, ACCORDING TO THE TOTAL (N) LOT COVERAGE = 828 SQ. FT. PLAT THEREOF RECORDED IN VOLUME EXISTING COVERAGE 15 OF PLATS, PAGES 25 AND'26, RECORDS OF (E) HOUSE =1,593 SO. FT. SNOHOMISH COUNTY, WASHINGTON (E) :DETACHED COVERED DECK = 144 SQ. FT. ACREAGE: 9,891 SQ. FT. (0.23 ACRES) TOTAL (E) LOT COVERAGE = 1,737 SO. FT. ZONE: RS-8 SETBACKS: TOTAL STRUCTURE COVERAGE = 2,565 SQ. FT. STREET = 25 FEET SIDES = 7.5 FEET 21565 SO. FT./ 9,992 SQ. FT. = 26% REAR = 15 FEET BUILDING HEIGHT CALCULATIONS ARCHITECT: AVERAGE GRADE CALCULATION. WALLS & WEEDS, INC - PHILLIP "SKIP" DEHENNIS A= 100' 10016 EDMONDS WAY #C229 EDMONDS, WA 98020 B =100' 425 599-5381 C = 100' D=100' AVERAGE GRADE' = 100.00' PROPOSED HEIGHT = 116.75' MAX ALLOWED HEIGHT = 125.00' - iv 0-Hp-ifI Ir�Z;2_0l-0c1 DO NOT SCALE DIMEFISIONS FROM DRAWINGS. WRITTEN INFORMATION SUPERCEDES GRAPFI''C INFO. IMPERVIOUS SURFACE CALLS (SOLID SURFACES) EXISTING BUILDING ROOF OUTLINE TO REMAIN: 1,845 SQ. FT. EXISTING DETACHED COVERED DECK TO REMAIN:144 SO. FT. FXISTING WALKWAYS TO REMAIN: 130 SO. FT. EXISTING DRIVEWAY TO REMAIN: 420 SQ. FT. PROPOSED ADDITION: 690 SQ. FT.. PROPOSED WALKWAYS/PORCH: 150 SQ. FT. PROPOSED COVERED ENTRY: 85 SQ. FT. PROPOSED COVERED PATIO: 156 SQ. FT. OWNER%CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE 51 a C SGW 44,- parr» L f r � CL �� 4 " cl¢ ON, a S al JVVlN 0�a_cGs►ire oi dG the prb pa" 0ddCi'ON ENGINEERING D oSI 7_ a I1i1O D ' OY PLC Corner F'aag e R t red Ace Fr orit Z A. S, Au c kongf _ Sides Rear of Other Height c RECEIVED APR 17 2019 BUILDING W o N z rn �--. U Q T �M W � W0rn 0) .0 °' LO O E� p N W `t U W L1. E N p N U U� 4; N Q 0 cZ ZQ�� W c 0 o ^' V ) A W W cfl W O O 0 N O. 0) W Z � 0 _ U) o a� z 0 h - W Q J CL a >- T N F; Date [5 aPP-1L 2-011 Revisions ALI