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REV1 APPROVED BLD BLD2021-0706+Architectural_Plan+9.2.2021_11.04.37_AM+2390022L • SITE � I� VICINITY MAP SCALE: N.T.S. PROJECT DESCRIPTION: Convert Existing Attached Garage into Proposed Office and Mudroom. Addition to Existing one story Residence (Master Suite). Addition Area: 359.00 SF GENERAL NOTES: 1. All work shall comply with the Building Code, latest edition, Energy and Ventilation Codes, and all other applicable codes. Mechanical and Electrical work shall be by separate permit. 2. The Contractor shall verify all conditions and dimensions, and shall notify the drafter of any discrepancies before commencing work. Do not scale drawings. No work 3. shall begin prior to permit issuance, including ordering of materials. The approved building permit set shall be the construction set. No deviations from these documents should be made without written approval from the drafter. Any changes could compromise the structural integrity of the project. 4. The Contractor shall obtain all permits required for work in the public right-of-way, and shall comply with all City of Edmonds regulations regarding such work. 5. Location of existing utilities should be considered approximate. The Contractor is responsible for verifying the accuracy of all utility locations, and to further discover and avoid any other utilities not shown which may be affected by the Work. OWNER STREET ADDRESS PARCEL NUMBER ZONING ADDITION SQFT FRONT SETBACK SIDE SETBACK REAR SETBACK N PROPERTY INFORMATION FORD DANIEL MORGANWATELYN MARIE 22422 96TH AVE W , EDMONDS, WA 98020-4530 00559000200800 RS-8 359 25 7-1/2 15 LEGAL DESCRIPTION REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION /rezp/�r 00m /e�ci BUILDING OFFICIAL Sep 21 2021 APPROVED DATE APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ROBERT E THOMAS ADD NO 04 BLK 002 D-00 - LOT 8 DRAWING INDEX P No. SHEET DESCRIPTION COVER SHEET SITE PLAN 1 A0.0 2 Al 3 A1.0 AS -BUILT FLOOR PLANS 4 A2.0 PROPOSED FLOOR PLANS PROPOSED ELEVATIONS 5 A2.1 6 A2.2 WINDOW SCHEDULE & DETAILS 7 A2.3 FOUNDATION PLAN BLD2021-0706 REVISION Sep 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 08-27-21 REVISIONS: Mark Date Drawn by: Construction Company: PAGE No: 1-7 Project Name: SHEET: Arkitech Drafting Studio I I FORD DANIEL MORGAN\KATELYN MARIE P: 425-240-3370 5403 86th PL NE Unit 1, I COVER SHEET 22422 96TH AVE W , EDMONDS, WA 98020-4530 PARCEL #: 00559000200800 Marysville, WA 98270 AOmO arkltech.draftingstudlo@gmall.com ST 7 SITE I� VICINITY MAP SCALE: N.T.S. HEIGHT CALCS POINTS CALCS A: 392' 392 + 391 + 391 + 392 = 1566 = 391.50 B: 391' Average C: 391' 4 4 Grade Level D: 392' NOTE: EXISTING TREES TO BE RETAINED C (OWNER STREET ADDRESS PARCEL NUMBER ZONING ADDITION SQFT FRONT SETBACK SIDE SETBACK REAR SETBACK w U z - Lu zDLL +3 PROPERTY LINE 109.00' w ti ----- ---------------------------------------------------------------------------------------------------------------------------, L J 40'-0' 41'-011 C EXISTING SHED 80.00 SF 0 O ti z J w 0 a - EXISTING DETACHED GARAGE 564.00 SF +392 PROPERTY INFORMATION FORD DANIEL MORGAN\KATELYN MARIE LEGAL DESCRIPTION 22422 96TH AVE W , EDMONDS, WA 98020-4530 ROBERT E THOMAS ADD NO 04 BLK 002 D-00 - LOT 8 00559000200800 RS-8 359 25 7-1/2 15 9 I I I I I I / / 5'-011 / / / / I 1 / 1 1 1 I I IA I I SID _ TBACK 7.50'_D -G - m `� I PROPOSED LO ADDITION LU 359.00 SF vJ I EXISTING COVERED DECK (DEMO) 320.00 SF I PROPOSED COVERED DECK _ \ 219.00 SF --MIN I ` I I I 11 I I I 1 I I I I 11 I I I I I 1 1 I I I I II I I I I I I I I I I I I I I I I I I I I I 1 I 1 i I 1 I 1 / I I / I / I / I / I I / ( I / I I I I I / I / I I II I� I I UTILITY EASEMENT I 16'-6" I � I +391 L �� \ -------------------- ..------------ / ' I 8 II \ I ' I I o 1; • i \ I � I I 1 • I � I M I • I I ~ WATER METER (w/) �'I I . ! @ +392' 1 L ^: 1 I 1 I I 1 II I W �' � .' I , �II I o • � I I I I I ( I 1 1 .. • p I EXISTING ATTACHED GARAGE ;1 A- SIDE SETBACK 7 50' PROPOSED 17'-0" 24'-011 EXISTING 948.00 SF rzyAWQ&y= -- - - - - w �; ; EXIST. DRIVEWAY ______________ 1800.00 SF �\ V 1 I co I I F- ....... ................................................................ �ROPERTY LINE 109.00' 392 / 1 I I I I I I I I II IMPERVIOUS SURFACE CALCS Exist. Building Roof Outline: 948.00 SF (constr. in 1955) Exist. Attached Garage: 242.00 SF Exist. Covered Deck: DEMO 320.00 SF Exist. Shed: 80.00 SF Exist. Detached Garage: 564.00 SF Exist. Driveway: 1800.00 SF TOTAL EXISTING 3954.00 SF Proposed Deck: 219.00 SF Proposed Addition: 359.00 SF TOTAL PROPOSED 4212.00 SF I 1 1 1 1 392 , --------------------- +391 IMPERVIOUS SURFACE EXIST. IMPERVIOUS SURFACE: 3954.00 SF (50.42%) LOT AREA: 7840.80 SF PROPOSED IMPERVIOUS SURFACE: 4212.00 SF (53.71 %) LOT AREA: 7840.80 SF \ \Fm ml LW I LEGEND PROPOSED DEMO EXIST. WOOD FENCE 4' ----- WATER - SEWER --- STORM DRAINAGE SITE PLAN SCALE: 1" = 10' 0 5 10 15 20FT GRAPHIC SCALE STRUCTURE LOT COVERAGE (MAX ALLOWED 35%) Exist. Building Roof Outline: 948.00 SF Exist. Attached Garage: 242.00 SF Exist. Covered Deck: DEMO 320.00 SF Exist. Shed: 80.00 SF Exist. Detached Garage: 564.00 SF TOTAL EXISTING 2154.00 SF Proposed Covered Deck: 219.00 SF Proposed Addition: 3%�$2� SF 2 1-070 PROPOSED A 6��� nn ICETOTAL L-r IL.VV VI 3 N LOT COVERAGE / I / / I I / I 1 / / / / / 1 / 1 I� I / I 1 1 I 1 I I I I 1 I 1 I 1 1'I 390 \ I I 1 I 1 \ 1 I 1 I 1 1 I 1 I 1 I I 1 1 1 11 1 1 1 1 I'1 II I'1 II 1 I I 1 I 1 I I I I I 1 I I I II I I 1 1 I 1 1 I 1 II EXIST. LOT COVERAGE: 2154.00 SF (27.47%) LOT AREA: 7840.80 SF PROPOSED LOT COVERAGE: 2412.00 SWE%i§16N LOT AREA: Sep 02 2021 7840.80 SF CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 08-27-21 REVISIONS: Mark Date Drawn by: Construction Company: PAGE No: 2-7 Project Name: SHEET: Q 08-27-2021 DECK CHANGES Arkitech Drafting Studio FORD DANIEL MORGAN\KATELYN MARIE P: 425-240-3370 5403 86th PL NE Unit 1, I I SITE PLAN 22422 96TH AVE W , EDMONDS, WA 98020-4530 PARCEL #: 00559000200800 Marysville, WA 98270 Al arkltech.draftingstudlo@gmall.com I C ' C' n N AS -BUILT MAIN LEVEL FLOOR PLAN SCALE: 1 /4"=1'-0" II 0 1 2 3 4FT GRAPHIC SCALE 6vza BUILDING AREA - MAIN LEVEL Main Level 948.00 SF Exist. Deck 320.00 SF Exist. Attached Garage 242.00 SF AS -BUILT NORTH ELEVATION SCALE: 1 /4"=1'-0" 0 1 2 3 4FT GRAPHIC SCALE AS -BUILT SOUTH ELEVATION SCALE: 1 /4"=1 '-0" 0 1 2 3 4FT GRAPHIC SCALE AS -BUILT WEST ELEVATION SCALE: 1/4"=1'-0" 0 1 2 3 4FT GRAPHIC SCALE Sep 02 2021 BLD2021-0706 CITY OF EDMONDS DEVELOPMENT SERVICES AS -BUILT EAST ELEVATION DEPARTMENT SCALE: 1 /4"= V-0" 0 1 2 3 4FT GRAPHIC SCALE DATE: 05-19-21 REVISIONS: Mark Date Drawn by: Construction Company: PAGE No: 3-7 Project Name: SHEET: Arkitech Drafting Studio FORD DANIEL MORGAN\KATELYN MARIE P: 425-240-3370 5403 86th PL NE Unit 1, AS -BUILT FLOOR PLANS 22422 96TH AVE W EDMONDS, WA 98020-4530 PARCEL #: 00559000200800 Marysville, WA 98270arkitech.draftingstudio@gmail.com Al AS -BUILT ELEVATIONS , 00 52'-0" I 0 Cl) PROPOSED LAUNDRY 108 (7'-6" CLG.) 9'-5" x 5'-10" 0 N N 00 PANTRY TANKLESS M WATER, ,HEATEF,Z I I I ................... C 00 D CO L------ L----J O 00 N ®100 CFM 50 CFM V.T.O.S V.T.O.S I ® I I I • I I I I I I I I 00 CD N PROPOSED OFFICE 100 (T-6" CLG.) 8'-8" x 8'-6" PROPOSED SL 71"x51" O 25-2 1 /2" 0 r----------------------------- I i EXISTING DECK 107 I I -J I H PROPOSED FIXED 91"x38" 10'-8" 16'-1 1 /2" A A 1 CONTINUOUS GUTTER OVER 2 X 2.1 FASCIA BOARD PROVIDE DOWNSPOUTS PLACED IN ACCORDANCE WITH MFRS. SPECS. AND CODES. =o S11 S3 rw_,� D.S. G PROPOSED O r---------------� c-------� : FIXED 6020 I LLI I I Q J I O '• .` '• •, (D VAULTED PROPOSED :: ; ;: ; coo MASTER BEDROOM S.L. ABOVE S.L. ABOVE S.L. ABOVE F 105 O O 16'-6" x 10'-2" PROPOSED PROPOSEDfl W2 FIXED 47"x91" FIXED 38"x91" I.S 3068 ----- �•.....� L...:% --- REF. VAULTED EXISTING KITCHEN 102 S.L. ABOVE S.L. ABOVE 14-6„ x-."S.L. ABOVE S.L. ABOVE --------------� -------� F-------� I•: rl I•: :I I•; :I I•: it .Ir-T-------Z=I-----T-------r-_---T _-r11 ,f• I II I I II !• II I �r I f'I II '•.:Ili I,DOD W I II I I I I I I :� '• I I II I I II 1 L--- 4. I 'Il I II I I I V K. I II I I dpl :: II 1 1 •':. j Ir:, I 0 1{ •:. I I ;' IJ IL'•L______JI I/ '.I I} IL _:J_JI IJ ------- -------------------� PROPOSED BATH a 109 PROPOSED OJ D (7'-6" CLG.) ISLAND if U)6._9" x 4'_5" g._0. x 3,_0. _________________________________________________________ VAULTED EXISTING DINING 103 16'-6" x 9'-6" ............................................................................................................................................................................................................................ d U Oj a VAULTED EXISTING EXIST. W LIVING I FURNACELL II 101 X 1 T-6" x 12'-7" L w F,I-1 00 00 N SHOWER 5'-0" x 4'-9" PROPOSED MASTER BATH - 0 109 � (T-6" CLG.) 16'-6" x 4'-9" Sul U) O D_ O J i I I L2868 00 I I I I O 00 I I PROPOSED MASTER W.I.0 I 1os o r I (T-6" CLG.) I I I I I I I I I O I I I I I c0 r2068 w o co I in wz � a z I J N I I � I � I 00 I EXIST. BATH ---- ---- N ---- I f .. 'I P' .. : '' 13 W I O W I - o (T-6" CLG.) O V 8'-0" x 5'-0" I N ------------------------ ___________________________________________ ___________ __ Jam_ J �' a I z 00 PROPOSED CLOSET 00 i U) 4'-10" x V-6" (.0 W N N 5068 BI-PASS MINI -SPLIT OUTDOOR UNIT EXISTING 2068 EXIST. BEDROOM #3 CLOSET 107 2'-7" x 2'A" J (-6" CLG.) U,Z 1V-2" x 9'-0" wd o co EXIST. CLOSET L2868 T-6„ x 2'-4" EXISTING SL 7341 EXISTING SL -- - --- - - ------------------------------ 5-10" x 2'-10" %n ", PROPOSED MAIN LEVEL FLOOR PLAN `D SCALE:1/4"=V-0" 0 1 2 3 4FT GRAPHIC SCALE WALLS LEGEND EXISTING ------- DEMO NEW WALLS LEGEND O SMOKE DETECTOR © CARBON MONOXIDE DETECTOR ® EXHAUST FAN BUILDING AREA - MAIN LEVEL Main Level 948.00 SF Deck 219.00 SF Exist. Attached Garage 242.00 SF Proposed Master Suite 274.00 SF Proposed Dining Addition 85.00 SF /2021 ENERGY CODE TABLE 406.2 OPT DESCRIPTION PTS 1a U-0.30 WINDOWS 0.5 3d DUCTLESS HEAT PUMP 1.0 1b EFFICIENT BUILDING ENVELOPE 1b: 1.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U .= 0.25 Wall R-21 plus R-4 Floor R-38 Basement wall R-21 int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. TOTAL 2.5 EXISTING BEDROOM #2 106 (7'-6" CLG.) 10'-2" x 9'-4" EXISTING SL 5'-10" x 2'-10" ------------- PLAN NOTES O WALLS: 2 X 6 @16" O.C. WALL NON FACED R-21 INSUL. O FLOOR INSUL.: R-30 O CEILING: R-30 INSULATION. O INTERCONNECTION: SMOKE DETECTORS SHALL BE INTERCONNECTED OR SHALL BE LISTED WIRELESS DETECTORS. POWER SOURCE: SD AND CMD SHALL RECEIVE PRIMARY POWER FROM BUILDING, AND WHERE PRIMARY POWER IS INTERRUPTED, THEY SHALL RECEIVE POWER FROM A BATTERY. O WINDOWS: U-FACTOR: 0.30 EGRESS WINDOWS PER R310 EMERGENCY ESCAPE AND RESCUE OPENING SHALL HAVE A HEIGHT OF NOT MORE THAN 44" MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 SQFT (5.0 S.F AT GRADE FLOOR) THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24", THE MIN. NET CLEAR OPENING WIDTH SHALL BE 20", AND EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. D.S. I 1I 1II ------ 00 - p X — II --- I I 1 -6t � � v v v v N S.L. 24" x 48" J J J J cri vi vi vi IL w p l LL J II II I S3 I I I I I I I I I I II I I I I I I I I I I I I -�L— -J LJ I I I I I I I I I I I I I I I I II S3 I I I I I I I I ICI I I I I I I I I I II I I I I I I IIII I I I I N (� N HI I I I I I I I I I I I I I I I I r S4 l II I I I I I I I I I I I I I I I I S4 I -� j j IL __ __ _ 1 � l iJ i i i I I I I I I I I I I I I I I I I I I I I I ................... I I I I I S2 I I Ij Ij I I S4 Li 1 1 1 1 I Ell I II S.L. 14" I I I I I I I I I I I I I I I I I I I I I I I ILL I I I I I I I I I I I N = I I I I I I I I —LF_-----�-� I co OD OD 00 X x x x U N N N N p I I I I I I Ll gi I -I L- - - - - -_-4- LJ r -- --J S4 I I LU 0' Ell "'l l Ell l III III I IIII jj II II S.L.14" W S.L.14' ..........................................................................j.R1DqE .............................. ----------- -- --- -------- II II ................................................................................... L-- _-� L-- —T— —J L, W II W II r, r--- X -1 F- T j __ I - II ��/ II I N I T___�____�___�I --- �I==i �y III L.L III li �I I S1 Q W N Q Z_ E_ JI I I I I III I I I I J III I J III I I I I I I ~ I I I I I I III O O X l I III I I ��Lu U) L O O L J -=- L— — L al a l T -1 F— p p L J I I l l l l l I I I I� HI I I i i I I I I I I I I I I i I I I I I I I I IiIi ii � Ili L— J— L---1----I— --L—J—+L---�— —� ---- --- -------�--TI �� L--- —L---- --—�------------ [--I -- — --- --- ---� ---r-- +---�—� I I I I I I I I I I I I I I I I I I I I I I L L�---..-- ____=====-L�--J�I I I I I I I I I I I I I I I I I I I I I I I I %Q ., PROPOSED ROOF PLAN �D SCALE:1/4"=1'-0" GRAPHIC SCALE STRUCTURAL NOTES s1 PROPOSED RIDGE BEAM - 6X14 GLULAM s2 PROPOSED BEAM - 4X10 GLULAM STRAPPED TO THE WALL TOP PLATES ON EACH END WITH SIMPSON CS16 WITH 13" END LENGTHS s3 PROPOSED HEADER - (3) 2X8 sa PROPOSED HEADER- (2) 2X6 s5 PROPOSED ROOF OVERHANG BEAM - 4X10 GLULAM ss 15/32" SHEATHING GRADE PANELS W/ 8d NAILS @ 6" O.C. OVER WALLS AND AT SUPPORTED PANEL EDGES, 12" O.C. FIELD s7 ROOF STRUCTURAL NOTES: A. SIMPSON H1, TYP EA JOIST & OUTLOOKER TO TOP PLATE B. (2) 16d TOENAILS, EA JOIST TO TOP PLATE C. FULL DEPTH EAVE BLOCKING, TYP ALL AROUND s6 SHEAR WALL NOTES: 3/8" SHEATHING GRADE PANELS W/ 8d NAILS @ 6" O.C. AT PANEL EDGES, 12" O.C. FIELD, TYP EXT WALLS s9 WALL NOTES: A. SIMPSON A34 @ 24" O.C., TYP RIM JOIST TO SILL PLATE B. 1/2" HDG AB @ 48" O.C., TYP SILL PL TO FTG. EMBED 6" INTO STEM WALL. REVI s10 ALL GLULAMS SHOULD BE GRADE 24F-V4 DF/DF, ALL STRUCTURAL LUMBER SHOULD BE�DnFL-2 Sep 0 BLD2021-n�-' s11 -0706 CITY OF PROPOSED BEAM - 6X15 GLULAM DEVELOPME DEPA KEEP EXISTING COLLAR TIES SION 2021 DMONDS JT SERVICES rMENT DATE: 08-27-21 REVISIONS: Mark Date Drawn by: Construction Company: PAGE No: 4-7 Project Name: SHEET: IL08-27-2021 Arkitech DraftingStudio FORD DANIEL MORGAN\KATELYN MARIE P: 425-240-3370 5403 86th PL NE Unit 1, PROPOSED FLOOR PLANS 22422 96TH AVE W , EDMONDS, WA 98020-4530 PARCEL #: 00559000200800 Marysville, WA 98270 arkltech.draftingstudlo@gmall.com A2mO AVERAGE GRADE PROPOSED"•'ELEVATION GRAPHIC SCALE AVERAGE GRADE PROPOSED SOUTH ELEVATION SCALE: 1 /4"= V-0" 0 1 2 3 4FT GRAPHIC SCALE TOP OF RIDGE - (D o In L0 (V J Cd WDW HDR HT - CV CV 12021 /—PROPOSED 6x14 GLULAM OVER VAULTED CLG LIVING ROOM COLLAR TIES DEMO EXISTING 2X6 RAFTERS ALL BOTTOM CHORDS @ 24" O.C. OF EXISTING ROOF PROPOSED 2X12 RAFTERS @ 24" O.C. 12 4F__ r—SPRAY IN NON AIR -PERMEABLE FOAM INSULATION R-30 SEE DETAIL B - A2.2 12 --- ]1 — — — — — — — — — — — — — — \\�— — — — — — — — — EXISTING CLOSET HALLWAY PROPOSED PROPOSED BEDROOM#2 HALLWAY MASTER BEDROOM EXISTING CRAWL SPACE EXISTING CRAWL SPACE PROPOSED CRAWL SPACE EXISTING 4X6 BEAM 4X6 POST CROSS SECTION A EXISTING CONC. PAD SCALE: 1/4"=1' 0" 0 1 z 3 4FT GRAPHIC SCALE PROPOSED (2) 2X10, DFL #2 AVERAGE GRADE PROPOSED EAST ELEVATION SCALE: 1 /4"= V-0" 0 1 2 3 4FT GRAPHIC SCALE AVERAGE GRADE PROPOSED WEST ELEVATION SCALE: 1 /4"=1 '-0" 0 1 2 3 4FT GRAPHIC SCALE L� BLD2021-0706 Sep 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 08-27-21 REVISIONS: Mark Date Drawn by: Construction Company: PAGE No: 5-7 Project Name: SHEET: IL08-27-2021 Arkitech DraftingStudio FORD DANIEL MORGAN\KATELYN MARIE P: 425-240-3370 5403 86th PL NE Unit 1, PROPOSED ELEVATIONS 22422 96TH AVE W , EDMONDS, WA 98020-4530 PARCEL #: 00559000200800 Marysville, WA 98270 arkitech.draftingstudio@gmail.com A2 • WINDOW SCHEDULE TAG LOCATION COUNT WIDTH HEIGHT EGRESS? TEMPERED? OBSCURE? OPERATION COMMENTS LEVEL 1 B OFFICE 1 5-11" 4'-3" YES NO NO SLIDER C HALLWAY 1 2'-11" T-8" YES YES NO PIVOTING E 1 6'-0" 6'-8" YES YES NO SLIDER SLIDING DOORS G BFDROOM 1 6'-0" 2'-0" NO NO NO FIXED H KITCHEN 1 T-T' T-2" NO NO NO FIXED I DINING 1 T-T' T-11" NO NO NO FIXED J DINING 1 T-T' 3'-2" NO NO NO FIXED 2'-11" 5'-11" -------- ---- - M C? ti N -------; P.T. SILL PLATE AND ANCHORS 2X6 WALL PER SHEAR WALL R-21 INSUL. SCHEDULE r.,-n„ u�e 2X6 P.T (2) - #5 CONT. --------------------------------- - -- -- - - - . y . 1 0 y t GRADE ------------------- y VARIES y R-30 8" C.I.P WALL W/ #4 VERT. @16" O.C. @ CENTERLINE 6„ 2X10 PRIME FIR NO 2 #4 HORIZ. @12" O.C. STRUCTURAL @12" O.C. (2) - #5 CONT. ..1 .. "q v .;�' --------------- �r--r-- ----- - - eo EQ. EQ. M 18"SEE o STRUCTURAL NOTES A TYPICAL FOUNDATION DETAIL A2.2 SCALE: V=1'-0" EXTERIOR - SINGLE PLY ROOFING - 1/2" PLYWOOD - R-30 SPRAY FOAM BACK FILLED INSULATION - FRAMING PER STRUCTURAL R i TYP' ROOF ASSEMBLY SCALE: 1"=1'-0" EXTERIOR STARTER METi FLASHIN G.I. GUTTER ON 2X8 FASCIA B EAVE DETAIL �22 SCALE: 1"=1'-0" - PAINT - HARDI PANEL - VAPOR BARRIER - SHEATHING PER STRUCTURAL - 2x6 FRAMING W/ R-21MIN BATT - 5/8" GWB - PAINT RTYP WOOD FRAMED EXT. WALL SCALE: V=1'-0" N CM M ----—--—--—-- — -- — -- 0" O.C. ING INTERIOR - PAINT - 1/2" GWB - (SHEATHING PER STRUCTURAL WHERE APPLIES) - 2x4 FRAMING - (SHEATHING PER STRUCTURAL WHERE APPLIES) - 1/2" GWB - PAINT W2�TYPWOODFRAMED INTERIOR WALL 2x4 LE: 1"=1'-0" GARAGE FLOOR DETAIL SCALE: 1"=1'-0" O N M CEILING LEVEL ----------------------------------------------------------------------------------- ----------------------------------------------------------------------------------- STEMWALLS F. !FLOOR 2X P.T. LUMBER @ 24" O.C. MAX RIPPED TO MATCH SLOPE OF SLAB, MIN. DEPTH OF 1 1/2" TREAT CUT SIDE WITH WOOD PRESERVATIVE 4RAGE CONCRETE SLAB ER REQUIRED ON SPLICES 12" MIN. AND RUN 6" MIN. UP TO SIDES. 2X FURR 5/8" FLOOR LEVEL ROOF ASSEMBLY PER SECTION 2X12 RAFTER @24" O.C. DFL-2 /--- R-30 FOAM INSUL. EAVE DETAIL - PROPOSED ROOF SCALE: 1"=1'-0" STARTER METAL FLASHING G.I. GUTTER ON 2X12 FASCIA 5/8" GWB CEILING 9x F1 1PPINir RIDGE DETAIL - VAULTED ROOF SCALE: 1"=1'-0" BLD2021-0706 I7M/-1 r'1/lQ Crl 0..4 A GLULAM RAFTER .M INSUL. �21 DATE: 08-27-21 REVISIONS: Mark Date Drawn by: Construction Company: PAGE No: 6-7 Project Name: SHEET: IL08-27-2021 Arkitech DraftingStudio FORD DANIEL MORGAN\KATELYN MARIE P: 425-240-3370 5403 86th PL NE Unit 1, WINDOW SCHEDULE &DETAILS 22422 96TH AVE W , EDMONDS, WA 98020-4530 PARCEL #: 00559000200800 Marysville, WA 98270 arkitech.draftingstudio@gmail.com A2m2 I CALCULATIONS FOR NUMBER OF VENTS REQUIRED I N FOUNDATION PLAN SCALE: 1 /4"=1'-0" 0 1 2 3 4FT GRAPHIC SCALE 1 /2021 26'-9 1 /2" FDN SYMBOLS LEGEND O CRAWL SPACE ACCESS ®I CRAWL SPACE VENT LOCATION 6X12 INCHES (2 VENTS) PROPOSED CRAWL SPACE ACCESS REQUIREMENT BY BUILDING CODE: 1 sgft vent per 300 sgft living space. New Structure dimensions are: AREA: 359.00 sqft Total new additional space 359.00 359.00 / 300 = 1.19 = rounded to 2 Based on requirements we need 2 sgft of total ventilation Planned are 4 (6x12) inches vents evenly spaced across the new foundation, which should meet with Building Code compliance. CRAWLSPACE ACCESS - EXTERIOR THROUGH THE FOUNDATION WALL - GROUND OPENING 30" x 30" - FOUNDATION WALL OPENING 18" x 24" - EXTERIOR CRAWLSPACE ENCLOSING WALLS OF CEMENT - EXTERIOR CRAWLSPACE COVER WEATHER PROOF WITH SECURE LOCKING MECHANISM. I PROPOSED FOUNDATION NOTES I 1. ANCHOR BOLTS -1/2" x 10" AB @48" O.C. ON 3"X3"X5/8" BEARING PLATE. 5. CONCRETE FOR FOOTINGS SHALL CONFORM TO A 28DAY STRENGTH OF F'C = 2500 PSI, SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD STRUCTURAL NOTES s1 (2) 2X10, DFL #2, SIMPSON HU28-2 sz EXISTING 4X6 POST W/ CONCRETE PAD s3 EXISTING 4X6 BEAM sa HSLQ HEAVY SHEAR TRANSFER ANGLE - HSLQ37-SDS2.5 _..._...._ 3ARAGE CONCRETE SLAB RIDGE BEAM / POST DETAIL SCALE: 1/2"=1'-0" SIMPSON HU28-2 DETAIL SCALE: 1"=1'-0" """'' 0, DFL#2 EXISTING 4X6 BEAMS �..1� 1 11.G 4X6 POSTS 1 BLD2021-0706 PROPOSED (2) 2X10, DFL #2 (SEE DETAIL G-A2.3) EXISTING 4X6 POST EXISTING CONCRETE PAD REVISION Sep 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE: 08-27-21 REVISIONS: Mark Date Drawn by: fy Arkitech Drafting Studio P: 425-240-3370 5403 86th PL NE Unit 1, Marysville, WA 98270 arkitech.draftingstudio@gmail.com Construction Company: PAGE No: 7-7 Project Name: FORD DANIEL MORGAN\KATELYN MARIE FOUNDATION PLAN SHEET: A203 0 08-27-2021 22422 96TH AVE W , EDMONDS, WA 98020-4530 PARCEL #: 00559000200800