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APPROVED BLD-RESUB 1-Architectural_Plan+4.28.2022GENERAL NOTES & SPECIFICATIONS 1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, ORDINANCES, AND LAWS. GOVERNING CODE IS 2018 IRC. 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. MOISTURE CONTROL TO BE PROVIDED PER WASHINGTON STATE ENERGY CODE. 14. MINIMUM 75 PERCENT OF INTERIOR LUMINAIRES SHALL BE HIGH EFFICACY LAMPS. ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LAMPS. Snohomish Online Government Information & Services County4O Washington Property Account Summary 2/ 14/2022 Parcel Number 27032500104700 lProperty Address 21412 98TH AVE W, EDMONDS, WA 98020-3921 General Information SEC 25 TWP 27 RGE 03 RT-148) W 147.3FT OF FDT BEG SW COR NW 1/4 NE1/4 TH S88*52 27E 327.09FT TH N 484FT TO TPB TH CONT N 100FT TH E 297.33FT TO W LN CO RD TH S ALG W LN SD CO RD TAP E OF TPB TH W TOTPB TGW TH PTN NW 1/4 NE 1/4 SD SEC DAF BEG SW COR SD SUB RUN TH E 30FT TO ELY LN OF RD TH N PLT W LN SD SUB 584FT TAP 30FT E SW Property Description COR TR CONVYD BY CHESTER H & SELMA L KIEHL HUSBAND & WIFE TO C E LAWSONBY WD REC VOL 98 OF DEEDS PG 19 AFN 108082 REC OF SNO CO AS MEAS ALG S LN THOF TH S88*52 27E DIST 293.77FT TO TPOB THE CONT S88*52 27E DIST 3.55FT TH S00*31 55W DIST 100FT TH N88*52 27W DIST 0.51FTTHE NO1*44 06W DIST 56.37FT TH N00*31 30W DIST 43.71FT TPOB PER QCD REC AFN 200412200382 Property Category Land and Improvements Status Active, Locally Assessed Tax Code Area 00210 Property Characteristics Use Code 111 Single Family Residence - Detached Unit of Measure Acre(s) Size (gross) 0.35 Related Properties No Related Properties Found 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. Zoning: RS-8 Assessor's Parcel No.: 27032500104700 Owner: Greg and Jennifer Smith Legal Description: W 147.3FT OF FDT BEG SW COR NW 1/4 NE1/4 TH S88*52 27E 327.09FT TH N 484FT TO TPB TH CONT N 100FT TH E 297.33FT TO W LN CO RD TH S ALG W LN SD CO RD TAP E OF TPB TH W TOTPB TGW TH PTN NW1/4 NE1/4 SD SEC DAF BEG SW COR SD SUB RUN TH E 30FT TO ELY LN OF RD TH N PLT W LN SD SUB 584FT TAP 30FT E SW COR TR CONVYD BY CHESTER H & SELMA L KIEHL HUSBAND & WIFE TO C E LAWSONBY WD REC VOL 98 OF DEEDS PG 19 AFN 108082 REC OF SNO CO AS MEAS ALG S LN THOF TH S88*52 27E DIST 293.77FT TO TPOB THE CONT S88*52 27E DIST 3.55FT TH S00*31 55W DIST 100FT TH N88*52 27W DIST 0.51 FTTHE N01 *44 06W DIST 56.37FT TH N00*31 30W DIST 43.71 FT TPOB PER QCD REC AFN 200412200382 Quarter -Section -Township -Range: NE 25-27-3 Lot size: 14,743 sq. feet Lot coverage: Lot size = 14,743 sq. feet 0.34 acres NOTE: No new lot coverage is proposed; all work is at interior of building. Total remodeled square footage = 625.26 SF Site Drainage: Proposed remodel is entirely within existing interior space. ALL WOR� SUBJECT TO FIELD INSPECTION FOR CODE COM �IANCE APPROVED 0 PLANS MUS,�E ON JOB SITE."---z- Y>-m CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN / / / / OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES City Of Edmonds 1 Building Department Work INTERIOR REMODEL Address 21412 98TH AVE W Owner :-------------------------------SMITH -------------------------- Approved Date' 05/11 /2022 p�3 Lot area = 14,743 square feet (0.34 acre) Existing impervious surface area = 2818 SF (roof) 3030 sf (driveway) 278 sf(patio slab) 6126 sf total 6126/14,743 = 41.5% (60% ALLOWED) NO NEW IMPERVIOUS SURFACE IS PROPOSED Building Official /relp/� __- Permit Number; BLD2022-0405 ------------------------------- SEPARATE PLUMBING PERMIT I REQUIRED FOR THIS PROJECT / / / Site Plan / APN # 27032500104700 SEC 25 TWP 27 RANGE 03 RT-148) W 147.3FT OF FDT BEG SW COR NW 1/4 NE1/4 TH S88*52 27E 327.09FT TH N 484FT TO TPB TH CONT N 100FT TH E 297.33FT TO W LN CO RD TH S ALG W LN SD CO RD TAP E OF TPB TH W TOTPB TGW TH PTN NW1/4 NE1/4 SD SEC DAF BEG SW COR SD SUB RUN TH E 30FT TO ELY LN OF RD TH N PLT W LN SD SUB 584FT TAP 30FT E SW COR TR CONVYD BY CHESTER H & SELMA L KIEHL HUSBAND & WIFE TO C E LAWSONBY WD REC VOL 98 OF DEEDS PG 19 AFN 108082 REC OF SNO CO AS MEAS ALG S LN THOF TH S88*52 27E DIST 293.77FT TO TPOB THE CONT S88*52 27E DIST 3.55FT TH S00*31 55W DIST 10OFT TH N88*52 27W DIST 0.51 FTTHE N01 *44 06W DIST 56.37FT TH N00*31 30W DIST 43.71 FT TPOB PER QCD REC AFN 200412200382 1/8" = 1'-0" RESUB Apr 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z O d CO w 0 LU J m m0 Qw �CO Z� Ow co tY w �w Q 0 w m Z O _W (D <n E N I- O O N uo Q) o� s= N a--J O � � N >� O 00 O > EON Q Q U - 4.J a-J 00 ON 4 N • O E E UO N LLJ U L 00 Q � L Q Q � 4-J (1) N N •L Ln � Q) (O rl t O V) DATE: 4/28/2022 SCALE: 1/8" = 1'-0" SHEET: A 1 STRUCTURAL NOTES CODE: DESIGN IS IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE (I.B.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT. LIVE LOADS: ROOF ------------------- 25P SF FLOOR ----------------- 40P SF LATERAL WIND ------------------ EXPOSURE B, 85MPH/I 10MPH(ULT)/ WIND PER ASCE 7-18, SECTION 28.5.3 SEISMIC -------------- SITE CLASS D. SEISMIC PER ASCE 7-18, SIMPLIFIED LATERAL FORCE SYSTEM, SECTION 12.14.8.1 FOUNDATIONS: EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF V-6" BELOW ADJACENT EXTERIOR GRADE. CAST -IN -]PLACE CONCRETE: F'c=3000 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND MAXIMUM OF 6-3/4 GALLONS OF WATER PER 44# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. CONCRETE SHALL COMPLY WITH ACI 318-14 SECTION 26.4.2.1. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/8 INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM STANDARD 153 AND HOT DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM A653M CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE TYPE 304 OR 316. SIMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST 300 (STAINLESS STEEL). FASTNERS FOR PRESSURE TREATED AND FIRE -RETARDANT TREATED WOOD SHALL BE ZMAX HOT DIPPED GALVANIZED (GI85). REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM A- 615 GRADE 40 FOR #5 AND SMALLER REINFORCEMENT AND GRADE 60 FOR #6 AND LARGER. ALL REINFORCING BAR BENDS SHALL BE MADE COLD WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1'-7" MINIMUM). CORNER BARS (2'-0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS NOTE OTHERWISE ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH 3 1NCHES CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS 2 INCHES #5 BAR AND SMALLER 1-1/2 INCHES STRUCTURAL TIMBER: ALL LUMBER SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 AND M4 STANDARDS. ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: 2X FLOOR JOIST HEM-FIR#2------------------ Fb=850 PSI 2X ROOF RAFTERS HEM-FIR#2------------------ Fb=850 PSI 4X BEAMS DOUG-FIR/LARCH #2----Fb=850PSI 6X BEAMS DOUG-FIR/LARCH #2---- Fb=850PSI LUMBER NOT NOTED HEM -FIR #2------------------ Fb=850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 5/8 INCH DIAMETER WITH 7 INCHES OF EMBEDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN ACCORDANCE WITH THE CURRENT I.B.C. SCHEDULE. FLOOR SHEATHING: SHEATHING SHALL BE 3/ INCH TONGUE AND GROOVE A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE JOINTS WITH AN APPROVED ADHESIVE. WALL SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 10d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. GLU-LAMINATED TIMBER: LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILM DRYED. STRESS GRADE COMBINATION OF 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR CANTILEVER AND CONTINUOUS BEAMS, ROOF SHEATHING: SHEATHING SHALL BE 7/16 INCH A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORT. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS SPACED AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. FLOOD FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS (FB) AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2)2X8. ALL VERTICALLY LAMINATED COLUMNS AND HEADERS SHALL BE SPIKED TOGETHER WITH 12d NAILS SPACED AT 12 INCHES ON CENTER. SEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2) 2X8 HEM-FIR#2 WITH ONE CRIPPLE AND ONE STUD AT EACH END FOR OPENINGS 4 FEET WIDE OR LESS. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE (2) STUDS SPIKED TOGETHER WITH 12d NAILS AT 12 INCHES ON CENTER. PROVIDE 2 LAYERS OF BUILDING PAPER BETWEEN WOOD AND CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE. END NAIL TOP PLATES AND BOTTOM PLATES TO EACH STUD WITH 2-16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 10d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2-10d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. 2 �V A 04 Aliu �e A plllep� 7'i'* _'41'efI4 �Ju I Rk 71 rzAot� Shear Well Deftmation M - Nag 5irr 91 ' FAWN 6' Stp4 121, SMEAR WALL SCHEDULE Nailsp!!Cins TofjDtm. 11kwhing P121C 'd. 61 Yes Jk1U114AIILE 4rIFAR I1rm-F-xr#1 mm 210 Pi-4 8d 4` l2' j" YCS 310 P11-3 m 34 lr =- Yes 4W 1P I-2 sd r i r r Yes 52-5 1P'2-3 gd 3` Ir 3' Yes w P2-2 r 1-12' r Yes 1050 77�:] SYw Wall Notes; l . P 1 - 7116 A.P.A. raW Plyw od or Oriewat d Strand Baud on arc- side of wall. i'�- ?A 6 A.P.A. rated Plywood or Ojrienlatcd Strand Loud (0A.R) -on cach side of wall. 2. For P 1-3, P1.2, P2-3, & P2-2 sheut:11s use 3x studs aC adjoining pancl edges. Mailing shall he staggered. 3. N m4lo shhal I by 8d cotnmom. (d - _ 131 iJI - ) 4. Wiwrc n I � wuud is ImItailed cart hQ11i sidca of wall plywslod j oi.ots shsll fall on w pamtr Ands each -side_ . All pal edges Backed With 2-irtih norm+rai framing for P1.6 & P1-4 sheer wall_ Al Fluids cdtes backed mt& 3x framing ;Kt I' J •3, F'I.2+ P'�`-fit � P2.; slxar +gal la I r�awl p�cl� either �arifunt�ig cr 3•eawX}�p�r r�iis � 12 irlc asn aicatcr iu%C rl1r~1iaLe supper 3. 6- A][ amhof bolts s`a ll be ,'nTWkd %%irh btx di i �.an-land pie +mh 7. #�rfrt t� toyLrrkia;� oi�n Pica anrJMxr bolt sib 5j an art atiL.�i�i1U im Qonmclo�ns t W �11..l�rarl�J L 0 C piv r� �a nA swd� �2 ��lsri�y JN� RESUB Apr 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z� o .� 0 d m o U Uw CO O W U 0 J m mC) Qw z�� Ow coor- > W N o N Q CO w m 2 5 z � � .� o = a z u 0 ru ru a--� > a--J U V D L L Iu L. U U) U) O O � O N O oo > E Q) Q >Q U 4 J 4-J 00 ul N 4 O E E rl N W 4--J L Q M Q Q (1)flu N N 4—J U Ln L. flu �--I W V ) �/- Im DATE: 4/28/2022 SCALE: SHEET: si (New) Footing 24" x 24" x 10" deep typ.(2) places F1 vork 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. B Existing beams & footings to remain, typical unless noted otherwise Foundation Main floor framing New mudsill P.T. 2 x 6 with 5/ 8" diameter x 10" anchor bolts @ 24" o.c. w/galvanized 3" x 3" x 1/4" plate washer Dowel new/existing footing per Detail 2/S1 (sim.) Verify 8" x 16" footing ------ Existing slab on grade I I GARAGE I I I Existing slab on grade I I I I I I I I I ----------1 F----� I I I I I J / / II / / / / V / Existing concrete foundation Verify mudsill is bolted to concrete with anchor bolts spaced no more than 48" o.c. RESUB Apr 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z fir. �U ZU WF_ Hz_ v) y <_ `0 YQ Uw zF 4 rn �� to [J) _fu M (a 0) � E O 12 LL f L - O � O � — O LL U_ � O � � N � >� O O > 00 E ON oC � Q Q U - 00 440 E E N W a..J � z� L Q � N Q) •U 00 fa Q) ro lO V) 5- O DATE: 4/28/2022 SCALE: 1/4" = 1'-0" SHEET: S2 Z O � .� C! ^ LL � U Uw CO o W U J m m � Q W Cl) Z � O W w wo N N o � w m Z A B 01 E � 1 — — BEAM SCHEDULE FACE MOUNT HANGERS TOP FLANGE HANGERS BEAM #1 - GLB 5-1/2" X 10 1/2" 2x8 - U28 GLB 3-1/2" x 12" - MIT 4 11.88 BEAM #2 - GLB 5-1/2" X 10 1/2" I (2) 2x8 - U28-2 GLB 5- " x 12" - HB 5.50x 1 BEAM #3 - GLB 5-1/2" X 7 1/2" E 4x8 - U48 BEAM #2 -TOP FLANGE HANGER HB 5.50x E = Existing header E GLB 5-1/2" x 7-1/2" - HU68 w/filler BEAM #4 - GLB 5-1/2" X 12" o BEAM #5 - GLB 5-1/2" X 10 1/2" X 16-1/2' long TYPICAL BEAM TO WALL SUPPORT TO BE E MINIMUM (2) 2 x 4 STUDS, UNLESS NOTED CUa C D OTHERWISE ALL WOOD POSTS CALLED OUT ON PLANS SHALL E CARRY DOWN TO FOUNDATION, UNLESS CARRIED o BY BEAM x N Existing post to be removed Vf .X 7 E E "' S1 E Beam #1 4)-- — — — (2) 2 x 6 Col. at east end of E = Existing header new beam E E I I k I I I E 3 L Denotes wall to be removed 0 Denotes new wall tiklcx!` 14 a I1 neia� N#7 Sdsr Sauk HEAR WALL SCHEDULE Nad SPACU'R ToplJEx(w. J�lacking PCar 'd,t A4WWAEt_It,iHC X ]Ifm-Pir #2 P1-6 8d $* 120 6 YCs 210 Pi-4 8d 44 1r 4' Y CIS 310 P W 8d 3' yes PI-2 81 r tr r YCS 525 P2-3 Sd 3- Ir 3' Yes _ P2-2 $d 2' r Yes 1050 _.� Slww wa11 Votes: 1, P 1 - 7f16 A.P.A. raW Plywood ur 0 "Ontated Strand Dowd (O.S.B.) on ow aide of waal1. P2.7116 AY.A. ral bd Plywood or Orienmtcd Strand Boord (O S.R) on tack side v P wolf. 2, For PI-3, PI-2, P2-3, & P2-29lw 4rwalls use 3x studs at adjoining penet edges. Nariliiig shall be staggered. 3- Nails ihaalI be 8d conunam. (d- _131 1FtuL) 4, V bcm Plywood is imUlled on both kdes of wall plywood joints sJW1 fall on wpamte studs ewh aide. 5- All pumi edsm bwJmd with 2-inch nominal framing Per P1-6 & ]P1-4 shoat wa11. All p N edges backed with 3m &tro�a�t P l -1F P I -2, P2-3, & F�-2 show wells. lrts 1 p&Ml3 ei htC hdrlisintially or vcnicarlJ'y. Spom nails 4. 12 inches on o� Iaftwiedi nr support& All our 4sm bolts shall be uwm!!$td *a- 6A dipped ga1}a n--=d pWc %%asbm 7. Refer w f0widaum plan for wr 1vyr bolt sib siracang an;i 11nlxhiil rim to I'Mu, (2)2x6Col. E (rl _ Beam #_4____________�_____ L(2) 2 x E I I IL COI. Verify beam supporting m Verify walls to point load *x be removed from roof E T are not load °°I bearing Upper Floor/Low Roof Framing Plan Existing wall -verify exterior walls are sheathed w/plywood nailed w/8d nails spaced @ 6" o.c. RESUB Apr 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z WL'J HZ ¢o Uw zF 4 CR �H en [J) CD _Q) .� Z3 E -0 fa L LL U L O = _O (a LL �j fu L L Q vl a--J Q � � N � >O O O > 00 E Q Q) D �<< IZ- a--J a--) 00 O -0 4 N ,-1 O E E N LU 4--J � .. z� L 00 Q --J � N O fu Cfu l0 G Q DATE: 4/28/2022 SCALE: 1/4" = 1'-0" SHEET:S3 000 z� o .� 0 U U w � W a U 0 J Z Or �O �iJ ZU Wr FZ A B 5L YN wa Qz U� �W Qr rn M Cn 1 N r` C D LIVING 6' 4'-2" �+ 2 Existing flush beam Existing 4 x 4 post, GWB wrap toy, -- r— — — — — — — —— — — — — — — — — — — — — — — — — — — — — -- 5'-31/2" —� ru � I I a Ln I I I UP I ------ --- -- I O DINING L I I I 4'-9" I I I _O ° I 8'-4„ 00 °' I 6 48 sf N o GARA�E 3 PORCH. � I I I I I - ° I I I I I I_' PO DER LO = 11X 1D Existing fly beam — L — — — — — — — — J L —— — I L — —- I o0 LAUNDRY Existing 4 x 4 post — — — — I u7 I ' " IR Q 14 -11 _ -�� �, I _ II II II o— — — — — — — — — — — — — — — — - ------— — — — — — — — — — — — — — --- 11 —� N 5'-2 1/2" 01 3'-7" II II II GARAGE GARAGE/STORAGE II II slab o r slab on grade N - -� existing walls and ceiling have 1/2" GWB 1 existing walls and ceiling ave 1/2" GWB I a..J O I o I N FAMILY 1 I - O KITCHEN i �°o '� 21 -6 I O I I 00 N x N o -to 4 C I oC F- - - - - -� I �+ o I O w r I Q Q 4 I I U � — — —— ------$�——— — — — — —— a--J � � N � DECK OFFICE O E E � -0 N LU 17' 16'-3 1/2" a--J 23'-4" O - N DN z Q � 4J � N O N ra ' � As -Built Main Floor Plan L Existing conditions/upper floor framing 1/4" = 1'-0" fu DATE: 4/28/2022 SCALE: 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 1/4" = 1'-0" them after prints are made will be done at the owner's and / or RESU B builder's expense and responsibility. The contractor shall verify all Apr 29 2022 dimensions and enclosed drawing. Marci Kastner, Architect LLC is CITY OF EDMONDS SHEET: not liable for errors once construction has begun. While ever/ effort DEVELOPMENTSERVICESCES g '7 DEPARTMENT 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 A2 construction and be solely responsible thereafter. z� o.� 0 U Uw v7 W 0 U J m m a � z�� Ow w WO (V a� o" N w m z A B 1 Legend C D a Proposed new/infill walls LIVING ALL NEW INTERIOR WALLS TO BE 2 x 4 STUDS @ 16" o.c., ALL EXPOSED EXISTING EXTERIOR WALLS TO BE 2 x 4 STUDS @ 16" o.c. w/R-15 INSULATION per WSEC R101.4.3. existing driveway o Existing walls Existing post to be removed - see Existing non -bearing walls to be removed 2 structural plan sheet S3 Door 4 = Louvered door to Beam above 6'-5" 4'-6 1/2" PORCH provide minimum 100 square 1 INTERCONNECTED inches make-up air into •SMOKE ALARMS AND CO � �o,so Smoke/CO2 detector rl mudroom per IMC 504.6 ©replaceme t DETECTORS ARE A SD Smoke detector - provide at every sleeping UP m window — — — — — — — — — — DINING I 18" deep cubby storage REQUIREMENT OF THIS room; hard wire w/battery backup PERMIT IN ACCORDANCE 100 WITH R314.2.2 Exhaust fan - minimum CFM as noted O2 ® CFMH 3 New 20 minute fire- '-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-� Vent to outside (typical) UDROO rated solid -core door co/S" radiant infloor he with self -closing new ceiling beam - 12' wide opening EN RY hardware - see door schedule, sheet A5 wa 7;u i y si EFFICIENT BUILDING ENVELOPE (note <500 square feet 60 4 � /D of new floor area is being added) 1.5 credits from Table ovens wide clear New 2 x 4 wood stud wall with 402.1.1 are required. 15" pull-out' pantr �1/2" GWB both sides at area L I I I indicated to provide minimum pantry — 3'-6" garage-dwellingseparation Prescriptive compliance is based on Table R402.1.1 with Refr. -_--------- requirement per IRC R302.6 the followingmodifications: NOTE: ALL NEW — I L I. E 2 GARAGE O existing exposed 2 x 8 floo joists to Existing x 4 wood stud APPLIANCES TO BE Freez r I wall w/1/2" GWB to Isla d 8 x 5 remain (GWB wrap) 1.3 - An new vertical fenestration U = 0.28 MAXIMUM ENERGY -STAR I � I existin 4" on remain (existing walls RATED TO CLAIM wasteli e � 'c 3'-1 3/4" clr typical at garage) 0.5 CREDIT PER DW I I I pipe at QIF 1­11 - 5.2 - Efficient water heating: Energy Star rated gas or TABLE R406.3 crawls ace bn 1/2 propane water heater with a minimum UEF of 0.80 NEW DRYER TO BE o I below FAMILY B TH KITCHEN ENERGY STAR ^ o I o ® 0 New 2 x 4 wood stud wall with 1/2" GWB both sides RATED VENTLESS _ N 3 F at areas indicated to provide min. garage -dwelling 7.1- Appliance package: Dishwasher, Refrigerator, - 3 100 x — — — p g g g WITH MIN. CEF °J ® CFM °' c separation per IRC R302.6 washing machine, dryer all to be Energy Star rated. Dryer RATING OF 5.2. ILT — — — — — — — T— � II J 5111 to be Energy Star rated, ventless with minimum CEF �I I o i 41 plumbing rating of 0.2. ` , , chase 4 © nevf doors0l O 1 g-, new window M new window WSEC TABLE R406.2 CREDITS 5' 7'-7" 9' 1 6' N existing deck trellis members/ OFFICE Option Description Credits % EXISTING sonotube columns CD DECK to remain 1.3 U-0.28 windows and R-38 floors 0.5 S 5.2 Efficient water heating 0.5 S C / 7.1 Appliance package 0.5 6eSe�e DN ,\SeOa�r� Tota 1 1.5 N Proposed Main Floor Plan 1/4" — 1'-0" 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. wim GARAGE RESUB Apr 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z �v W� WLJ HZ ¢o Uw zF 4 CR �H en [J)LU ra a 0 LL ro O O O L _ � O O O N O > 00 E M �<< U � a--J a--) 00 M -0 4 N ,� O E E ,-� N W 4—J W Q Q 4� Q � N O ' � fu l0 V) C) DATE: 4/28/2022 SCALE: 1/4" = 1'-0" SHEET: A3 z� o.� 0 U Uw v7 W 0 U J m m a � z�� Ow w WO (V a� o" N w m Z Z Or �O �iJ ZU Wr FZ A B w� Qz Uo �W Qr rn — to n 1 r _ _ wall below, typical _ I l i o4-0 i t N I C D N �z " > o ° N C X o W r J i 2 E �' I _ru o F- I a J w V) T�� I _ _ _ wall below, typical L z o I I---------- - - - - - - - - - - - i 0 O BEDROOM 1 N U I , I LU U cn L.L sD ) '� OPEN I Q z B I Q� fu > I W 4)— - � LL Li — — — CLOSET �, o I W m U I' oC ALL Ridge N I m . O Q o - BAH I � O BEDROOM 2 �� PRIMARY BEDROOM I O 00 o o x o I O ENS ITE i AP r as "' N CLOSET — — — — — — — -- 00 L — — — — — — — — — — — — — — — -- / � � N CO E UJI / U �z� Q � 4J � N O N As -Built Upper Floor Plan ru L Ln a pp ��� Existing conditions/roof framing - NO CHANGES AT UPPER FLOOR fu � 1/4" = 1'-0" DATE: 4/28/2022 SCALE: 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 1/4" = 1'-0" them after prints are made will be done at the owner's and / or RESU B builder's expense and responsibility. The contractor shall verify all Apr 29 2022 dimensions and enclosed drawing. Marci Kastner, Architect LLC is CITY OF EDMONDS SHEET: not liable for errors once construction has begun. While ever/ effort DEVELOPMENTSERVICESCES g '7 DEPARTMENT 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 A4 construction and be solely responsible thereafter. Z O o_ w 0 J m m � �w z� ow w �w a 0 w m z Z �v W� W� HZ C^U Y¢ ¢o Uw zF 4 �H LO 660 Exist'g. ridge (to remain) N 12 exist 6 _ Exist'g. top plate Upper floor level Note: all doors and � windows not called out as new are rI co 01- existing to remain w q Building Section north -south 1/4" = 1'-0" Existing roof structure to remain - see upper floor as - built plan, sheet A5 Existing bedroom Existing bath Existing bedroom New 12' opening I I a I I Remodeled kitchen Remodeled family room 0 Existing_garage JF­ �� 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�I I I I I I I I�I I I I =1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 I I1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1= Existing crawl space111111=111 IIII1=1III=111=11=1111111111=111 1= =III III III III III III III III III III III III III III I III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III II II II1 II II II II III II = I_IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III III II II III ;III ;III ;III, ;III, ,III, ,III I, ;III ;III it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li it l li Building Section east -west B 1/41' = 1'-0" RESUB Apr 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z �v W� WL'J HZ ¢O Uw zF 4 CR �H en [J)LU 4-J Q) u7 � L O O z U N � O 0) z 0 N _� m Q U w U) O � � N � >O O O > 00 E ON � oC � Q) Q Q U - a..J a- J 00 � O � 440 E E -0 N LU a..J � >. z� L 00 Q Q � >a � N Q) •U flu fa Q) flu l0 DATE: 4/28/2022 SCALE: 1/4" = 1'-0" SHEET: A6 O NLL /L.I. V J W J m m Q � W H U)Z OW � w � w Q 0 w m Z NOTE: all dimensions here are to face of framing Contractor to verify w/ existing conditions NOTE: ALL NEW APPLIANCES TO BE ENERGY -STAR RATED TO CLAIM 0.5 CREDIT PER TABLE R406.3 Ql LIVING I I I I I I I L_ uP � J DINING I - 2'-7 1/2" 1 wa ovens Refr. Free; 0 15" pull-out pantry ENTRY 12' + island 8' x 5' KITCHEN 36" cookto rr �•z z z z•:� 11��11/`l =�1 I6,�4III.••,JlIv /1 �ll:�l. 60" wide pantry 3'-6" 18" deep cabinets at back of island 0 5'-10" FAMILY 0 0 0 0 18" deep cubby storage O p O � UDROO C•, L /p u lity si N M I• ° GARAGE 3'-1 3/4" interior finished N 1P 0 1 dimension BAT 00 0 m plumbing I ,, chase 9" 1115 7 -7 9 6 1 Partial Main Floor plan 1/211 = 1'-0" RESUB Apr 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z �v W� WLJ HZ ¢O Uw zF 4 CR �H en [J) Q) o •> _O — LL � • 0 f TO U L _ � fu � � N O > 00 E ON Q Q U - 00 44-; O E E U -0 N LLJ U � z� L 00 Q Q a� Q ��� � N Q) •U flu fa ,Q) tO V l DATE: 4/28/2022 SCALE: 1 /2" = 1'-0" SHEET: A7 O� .� O ^ LL � U w (n o W U J m m � Q W Z � � O W w W N O N Q co Cm G Z Z Or �O �iJ ZU W K QZ Uo �W Qr rn M � 36" wide hood open shelves (family room beyond) N ooLA \\V I ° backsplash as selected by owner o ° n o o 0 0 o o o 0 o 0 0 � m m Mco lazy susan sink base pull-out 36" cooktop lazy susan 84" island walk space 3' 3' 2' -1'-6" -+ 2'-0 3/4"Ott' 1'-3" ,ice— 2'-9"0-1 1'-6" 2'-6" —'� 3' �� 2'-9" �� 3' �� 4' 4' 3'-8 5/8" 2' �� 15'-7 1/2" Kitchen - looking west Kitchen - looking south Kitchen - looking east at island 1/2" — 1'-0" 1/2" — 1'-0" 1/2" — 1'-0" � O _O W O U -71 open to dining room beyond � O � � N 4� ° N -0 O �`-5'-0 3/4" (VERIFY)—'� 0 �j 00 cookto O �<< ° U � a—J a-J sink base walk space 42" island walk space pantry walk space 84 island O -0 2' 4'-4" 3'-6" �� �` 31-611 21 —,� 2' 3'-8 5/8" 2� 4' 24 N — ,j O E E L -0 N Lu Kitchen - looking north at island Kitchen - looking west at island 1/2" = 1'-0" 1/2" = 1'-0" 4—J �z� L Q Q M �4.}J 00 4-J V 00 fu N O open shelves note: VERIFY all I,r I tLn (6 dimensions with �L N appliance specs. fu l0 , c-I �9 N oF- I o _i __ 'I Lf1 00 o � DATE: C* ° 4/28/2022 pantry walk space 42" island walk space 2 3 -6 �� 3 -6 4 -4 �`— 2 �� SCALE: 1 /2" = 1'-0" RESUB Kitchen - looking south at island Apr292022 CITY OF EDMONDS SHEET: DEVELOPMENT SERVICES 1/2" = 1'-0" DEPARTMENT A8 ° o 0 new 84" wide window freezer ref rig. speed oven oven arming drawer ° dishwasher n ow 60" wide wi Z O o_ W J m m � �w � Z Ow w �w a w m z