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APPROVED PLN ENG BLD-RESUB 2-FULL PLAN SETDrafting Zone RS-g Corner Flag Setbacks: Required Proposed 25 22 no Front SE __ - e Side NE/N __ __ 7.5 ----------- 13 Rear W 15 120 7.5 � 27-- Side SW -------r ---- 25 23 Height =------------ =------ Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. APPROVED BY PLANNING Sep 01 2021 APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 8� LOT COVERAGE LOT AREA 207908.80 S.F. EXISTING BLDG. AREA EXISTING DECK NEW ADDED DECK EXISTING COVERED PORCH IMPERVIOUS AREA LOT AREA EXISTING BLDG.+ ROOF EAVES EXISTING DRIVEWAY EXISTING WALKWAY EXISTING DECK & RAMP NEW DECK TOTAL 3530.00 ENGINEERING DIVISION APPROVED AS NOTED Jdl, wa",,mt 09/01/2021 VV 17866.00 S.F. 451.00 S.F. 131.00 S.F. 152.00 S.F. 2, 600.00 S . F. 20908.80 = 12.4% 20; 908.80 S . F. 2, 502.00 S.F. 512.00 S.F. 180.00 S.F. 246.00 S.F. 90.00 S.F. 37530.00 S.F. / 20908.80 = 16.9% Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. HEIGHT CALCS IN FT. A 306.00 B 303.00 C 315.40 D 311.00 TOTAL 1235.40 AVERAGE GRADE 308.85 ACTUAL 333.35 MAXIMUM 333.85 (AVG GRADE + 25') OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & Mitchell $ Coleman Designs T_ Parsons8rinekePhoff $ - 1h"0PtS4 zOi "'s"„xsw Meadowdale Playfieldsp © _ LUMI D Auto Ignition Repair onshrimMeadowdale tealh s 8 E V E R L Y ACRES Cop - ---EdmondsWA� Lynnwood Middle School Meadowdale High School Meadowdale WastewaterTreatment �_ - Neighborhood %rr Park 1o91h"Iaw a s Pa � � 6'1 v.mn rlr ,70th P Sw 17ryh p,� comfort and ,Vz�sra.�sw 6 f - 410a Neighborhood Joy Long arm Quilting d 'S'� A mnd esw g Full Service Electric Q 17atl s. tiw @ D pig 171nd PI SW - cy.°o RT9. 3m ` 'Peleflpy_ 17&d PI W `v11 ��Mtl PI SW David Marty Fine ArtQ Superior Fibers Q Sauna & S{ p 9 > Edmonds Marketing „sm ssw & Puhlicity St. Thomas More® n ,St PI :E` Parish School V z/McDc �Yllage Market a ,7ous sn' 176th St SW 175th S7 SW A� s a � E a Mercedes-E B > 2 of L nnwor Lynnwood Food BankQ Q 7423 179th Si SW, a � 1-1.5rm �Edmond a,WA98026 ; Cedar Park Christian Snhacl V emPisw / s Sauthwesl SITE Lynnwood Motoplex J County Park laolns SVr _ glympVc VSeM tK ,� 3 i Crosswa Followshi a Y P© Lynnwood Driver Q 8 1� ,",�s,s,r _ Licehsingoce .j^ s `' ^ P18tnd3r yW ie,erpim U" 181q PISW / aWINS Y s % re2ntlstSW SMpp� 7 Pines t United slateS ° Pick-n-Pulp ,ears PI sw I esm s, sw / iE Postal Service VI = Seaview Park _ �° tesmssvr ssmP sw 9 aLynndale Off leash 'A s lenn alsw ap„"ySdy Dog Area ,�msrsw Mel and Mia's Ir�unnsw Arirang Korean BBQ Lynnw/ cd'T seaview i 1e71hssw ' Emerald cty'9 Elementary School E p E R R I N V I L L E Harley-Davidson�J 1a�ns,sw - a� ty i i m 1 oath st SW ,gym"aw $ Petsmartv teamrs,sw ra ` Lynndale Park � Pmrr,.�n 3 m .^ , 69MPISW $ s ,smn P14 9, v,,,¢(- Picnic Shelter �•�1v Y901h81 Sw 9L s zi f 190tliStSW \, '8%hft_ F s SiertaPark _ 7 Lynndale P-0"'war Daleway Park 4CoslcoBusinessCenter s 9 a s sw Elementary School 194nd ut8W °mE.lrm /� t 3tntl Pl3w /, ,9^.nd@EW Hobby Lobby s / vp` lEytl Pl,yyy�n�o'St SW bares.,, a r/ _ VMAP / \ 4'W (E) \.: - CONC. WAL LINE OF (E) DECK I D 'b- +�11 r DATE REVISIONS PAGES CHANGES REV1 9/15/2022 A3,8,9,10,11,12,13 FRONT ENTRY REV2 REV3 REV4 REV5 OWNER TEKLU TSIGEREDA 7423 179TH ST SW, EDMONDS, WA 98026 SITE ADDRESS 7423 179TH ST SW, EDMONDS, WA 98026 PARCEL ID # 00473700001500 City Of Edmonds Building Department Work INTERIOR REMODEL, DECK AND PORCH Address 7423 179TH ST SW Owner: TEKLU Approved Date: 09/01 /2021 Building Official �Qi(J�/� &/00N16( Permit Number; BLD2021-0719 179TH ST SW I T E L. A%ll N SGALE : 1 " = 10.00' ^ O IO 20 40 1921 76TH AVE SE LAKE STEVENS 2062407006 droftnw@gmail.com N � omoo _) M I— U� _U) O r..' Z T--O U N O ti W W 0. W�00 CV (3) V u) �CY)p I I Z J Z O w M It O �_r_w W 0 O 2 W W U) c0 0 00 � 0� CL- 0— Document date: i ;r -'J 2 "I Document Phase: — REVISED PER COMMENT 7.1.21 REVISED PER PLANNING COMMENT #2 8/12/21 RESUB Aug 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET AO OF Al 20028 GENERAL draft ing CODE A PLANS COMPLY WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. CODES: ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION SHALL BE FOLLOWED 1. 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) WITH WASHINGTON STATE AMENDMENTS (WSA) EXCEPT CHAPTERS 11 AND 25 THROUGH 42 ARE NOT ADOPTED. APPENDICES F,Q, & U ARE ADOPTED. 2. 2018 INTERNATIONAL BUILDING CODE (IBC) WITH WASHINGTON STATE AMENDMENTS (WSA) 3. 2018 INTERNATIONAL MECHANICAL CODE (IMC) WITH WASHINGTON STATE AMENDMENTS (WSA) 4. 2018 UNIFORM PLUMBING CODE (UPC) WITH WASHINGTON STATE AMENDMENTS. 5. 2018 INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS. 6. 2018 WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS (WSEC). STRUCTURAL LIVE LOADS ROOF-----52 PSF FLOOR-----40 PSF DECK-----60 PSF FOUNDATIONS EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF V-6" BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST -IN -PLACE CONCRETE F'c = 3,000 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. MAXIMUM SIZED AGGREGATE IS 1-1/2 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE 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 %" 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 A653 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 DECKS AND PRESSURE TREATED AND FIRE -RETARDANT TREATED WOOD SHALL BE ZMAX HOT DIPPED GALVANIZED (G185), STAINLESS STEEL. 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 FOR 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 NOTED OTHERWISE ON THE DRAWINGS, REINFORCING STEEL SHALL HAVE THE FOLLOWING MINUMUM COVER: CONCRETE CAST AGAINST EARTH ---- 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER #6 THROUGH #18 BARS ---- 2 INCHES #5 BAR AND SMALLER ---- 1-1/2 INCHES STRUCTURAL STEEL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, fy=36000 PSI. ALL WELDING SHALL BE IN CONFORMANCE WITH ASTM AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS. STEEL TUBING SHALL CONFORM TO ASTM A500, fy=50,000 PSI. 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 = 850 PSI 6x BEAMS DOUG-FIR/LARCH #2---------- Fb = 850 PSI LUMBER NOT NOTED HEM -FIR #2------------------- Fb = 850 PSI MISCELLANEOUS HANGERS TO BE PROVIDED BY SIMPSON COMPANY. 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 %" 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 % INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 4%4 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 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 TO BE X16 A.P.A. RATED SHEATHING. SPAN RATING 2%. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d 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 %6" A.P.A. RATED SHEATHING. SPAN RATING 3Y16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORT. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8D NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. FLOOR FRAMING: PROVIDE FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS AND HEADERS NOT CALLED OUT ON THE PLANS SHALL BE 4x10 DF#2 UNLESS NOTED OTHERWISE. ALL VERTICALLY LAMINATED COLUMNS AND HEADERS SHALL BE SPIKED TOGETHER WITH 16d NAILS SPACED AT 6 INCHES ON CENTER. BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE 4x10 DF#2 WITH ONE CRIPPLE AND ONE STUD AT EACH END FOR OPENINGS 4 FEET WIDE OR LESS. ALL COLUMNS NOT CALLED OUT ON THE PLANTS 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 16d NAILS AT 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2-16d NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGER SPLICES A MINIMUM OF 48 INCHES. ROOF TRUSSES TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS-FIR/LARCH OR HEM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON STATE LICENSED STRUCTURAL ENGINEER. SUBMIT TRUSS SHOP DRAWINGS TO MITCHELL ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF THE TRUSSES. ROOF TRUSSES SHALL BE DESIGNED AS ATTIC TRUSSES WITHOUT STORAGE. MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION, FOR THE INSPECTORS USE AND REFERENCE. SINGLE FAMILY RESIDENCE REMODEL E N E RG" .^fir✓— �, � - , �,-, � /�� �'� � , �_�� INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT[ A CLIMATE ZONE 5 & MARINE 4 FENESTRATION U-FACTOR [B 0.30 SKYLIGHT [B] U-FACTOR 0.50 CEILING R-VALUE [E 49 WOOD FRAME WALL [G,H] R-VALUE 21 INT FLOOR R-VALUE 30 BELOW GRADE [C,H] WALL R-VALUE 10/15/21 INT + 5TB SLAB[D,F] R-VALUE & DEPTH 10, 2 FT. TABLE R402.1.1 FOOTNOTES FOR SI: 1 FOOT = 304.8 MM, Cl = CONTINUOUS INSULATION, INT. = INTERMEDIATE FRAMING. [A] R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE A101.4 SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. [B] THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. [C] "10/15/21 +5TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF THE BASEMENT WALL. "10/15/21 +5TB" SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. "5TB" MEANS R-5 THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. [D] R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. SEE R402.2.9.1. [E] FOR SINGLE RAFTER- OR JOIST- VAULTED CEILINGS, THE INSULATION MAY BE REDUCED TO R-38 IF THE FULL INSULATION DEPTH EXTENDS OVER THE TOP PLATE OF THE EXTERIOR WALL. [F] R-7.5 CONTINUOUS INSULATION INSTALLED OVER AN EXISTING SLAB IS DEEMED TO BE EQUIVALENT TO THE REQUIRED PERIMETER SLAB INSULATION WHEN APPLIED TO EXISTING SLABS COMPLYING WITH SECTION R503.1.1. IF FOAM PLASTIC IS USED, IT SHALL MEET THE REQUIREMENTS FOR THE THERMAL BARRIERS PROTECTING FOAM PLASTICS. [G] FOR LOG STRUCTURES DEVELOPED IN COMPLIANCE WITH STANDARD ICC 400, LOG WALLS SHALL MEET THE REQUIREMENTS FOR CLIMATE ZONE 5 OF ICC 400. [H] INT. (INTERMEDIATE FRAMING) DENOTES FRAMING AND INSULATION AS DESCRIBED IN SECTION A103.2.2 INCLUDING STANDARD FRAMING 16 INCHES ON CENTER, 78 PERCENT OF THE WALL CAVITY INSULATED AND HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. 1. A CERTIFICATE COMPLYING WITH 2O18 WSEC R401.3 IS REQUIRED TO BE COMPLETED BY THE BUILDER OR APPROVED PARTY AND PERMANENTLY POSTED. 2. AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM. 3. NOT LESS THAN 90 PERCENT OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. TEKLU TSIGEREDA 7423 179th St SW Edmonds, WA 98026 PROJECT DESCRIPTION: PROPOSED INTERIOR REMODEL AND DECK & PORCH ADDITION SITE ADDRESS: 7423 179th St SW Edmonds, WA 98026 PARCEL NUMBER: 00473700001500 CONTRACTOR SHEET INDEX SHEET # DESCRIPTION Al COVERSHEET A2 WASHINGTON STATE ENERGY CALCULATION A3 DETAILS A4 EXISTING FOUNDATION PLAN & LOWER FLOOR PLAN A5 EXISTING MAIN FLOOR FRAMING PLAN & MAIN FLOOR PLAN A6 EXISTING UPPER FLOOR & UPPER FLOOR PLAN & ROOF FRAMING PLAN A7 EXISTING EXTERIOR ELEVATIONS qg PROPOSED FOUNDATION PLAN & LOWER FLOOR PLAN qg PROPOSED MAIN FLOOR FRAMING PLAN & MAIN FLOOR PLAN A10 PROPOSED UPPER FLOOR & UPPER FLOOR PLAN Al 1 PROPOSED ROOF FRAMING PLAN Al2 PROPOSED EXTERIOR ELEVATIONS A13 PROPOSED BUILDING SECTIONS 1921 76TH AVE SE LAKE STEVENS 2062407006 draftnw@gmaiLmm O Q U O 0 w N W�00 VJ U J W co N 0 O [-- r--w J W 0 0 G ui 0 W v ) c� 0 0- 00 0— Document date: 02/18/2021 Document Phase: FOR PERMIT REVISED PER A COMMENT 7.1.21 RESUB Aug 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET OF Ala 20028 ,I�draft ing . 1921 76TH AVE SE LAKE STEVENS 2062407006 draftnwOgmaiLmm WHOLE -HOUSE MECHANICAL VENTILATION (PRESCRIPTIVE) WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS M1505.4.1 THROUGH M1505.4.4 (WASHINGTON STATE AMENDMENTS) ❑ WHOLE -HOUSE VENTILATION USING EXHAUST FANS (M1505.4.1.2) ❑ WHOLE -HOUSE VENTILATION USING SUPPLY FANS (M1505.4.1.3) ❑l WHOLE -HOUSE VENTILATION SYSTEM, BALANCED (M1505.4.1.4 ❑ WHOLE -HOUSE VENTILATION USING FURNACE INTEGRATED SUPPLY (M1505.4.1.5) MECHANICAL VENTILATION AIRFLOW RATE PER EQUATION 15-1 (M1505.4.3) 1 88.49 CFM (CONTINUOUS) VENTILATION QUALITY ADJUSTMENT PER EQUATION 15-2 (M1505.4.3.1) 0 BALANCED & DISTRIBUTED (1.0 COEFFICIENT) ❑ BALANCED & NOT DISTRIBUTED (1.25 COEFFICIENT) ❑ NOT BALANCED & DISTRIBUTED (1.25 COEFFICIENT ❑ NOT BALANCED & NOT DISTRIBUTED (1.5 COEFFICIENT) ADJUSTED MECHANICAL VENTILATION AIRFLOW RATE 88.49 CFM (CONTINUOUS) INTERMITTENT OFF OPERATION (M1505.4.3.2) RUN-TIME % IN EACH 4-HOUR SEGMENT ❑ 50 PERCENT ❑ 66 PERCENT ❑* 75 PERCENT ❑ 100 PERCENT INTERMITTENT FLOW RATE 115.0�7 CFM (CONTINUOUS) LOCAL EXHAUST RATES WSBC AMENDMENTS TO 2018 IRC SECTION M1505 SYMBOL LOCATION MINIMUM FAN REQUIREMENTS Bath, Powder Minimum 50 cfm Intermittent, 20 cfm Continuous A (IRC TABLE M 1505.4.4(1)) Kitchen Minimum 100 cfm Intermittent, 30 cfm Continuous (IRC TABLE M 1505.4.4(1)) B (Range hood or down draft exhaust fan rated at min. 100 cfm at 0.10" WG may be used for exhaust fan requirement.) note: fans in excess of 400 cfm shall provide make-up air per IRC section M 1503.6 All fans to vent to outside. All other requirements of the 2018 WSEC and the WSBC amdenments to 2018 IRC section M1505 must be met. ALARM SCHEDULE 2018 IRC SECTIONS R314 & R315 SYMBOL DESCRIPTION REQUIREMENTS Smoke *110 V interconnected w/ battery backup. G Alarm *Installed on each floor, in each sleeping area, and outside each separate sleeping area. Installed not less than 3 ft from the door of a bath which contains a tub or shower unless this prevents placement in a required location. *Listed in accordance with UL 217 and to comply with NFPA 72. Combination *Installed on each floor, outside of each separate sleeping SA CM Smoke area in the immediate vicinity of the bedrooms, and in a Alarm & bedroom that contains a gas fireplace in the bedroom or Carbon adjacent bathroom. Monoxide *Smoke alarm requirements per above. Alarm *Combination smoke & carbon monoxide alarms listed in accordance with UL 217 & UL 2034. WINDOW, SKYLIGHT & DOOR SCHEDULE CONDITIONED FLOOR AREA: 4349 SUM OF UA FOR HEATING SYSTEM SIZING: SUM OF ALL GLAZING AREAS FROM BELOW: 441 EXEMPT DOOR AND WINDOW ROOM U-VAL QTY WIDTH HEIGHT AREA ENTRY EXEMPT SWING DR (24 S.F. MAX.) 1 0.48 1 1 1 3.00 1 6.67 EXEMPT WINDOW (15 S.F. MAX.) 1 0.48 1 1 1 3.00 3.00 SUM OF AREA AND UA FOR HEATING SYSTEM SIZE ONLY. EXTERIOR DOORS (OPAQUE) ROOM TYPE DESCRIPTION U-VAL QTY WIDTH HEIGHT MECH I DOOR 1 1 0.48 1 1 1 2.671 6.67 DOOR DOOR SUM OF AREA AND UA: AREA WEIGHTED U = UA/AREA: VERTICAL GLAZING ROOM TYPE DESCRIPTION U-VAL QTY WIDTH HEIGHT ENTERTAINMENT SLIDER 0.28 1 6.00 3.00 ENTERTAINMENT SG DOOR 0.28 1 6.00 6.67 WET BAR SLIDER 0.28 1 3.00 3.00 BEDROOM 6 SGD-SG 0.28 1 5.00 6.67 BATH 5 SLIDER 0.28 1 2.50 3.00 LIVING SLIDER 0.28 1 8.00 5.00 LIVING SGD-SG 0.28 1 10.00 6.67 DINING SLIDER 0.28 1 6.00 4.00 KITCHEN SLIDER 0.28 1 4.00 2.50 BATH 3 SLIDER 0.28 1 1 2.00 3.00 BONUS SLIDER 0.28 1 6.00 3.00 MUD SLIDER 0.28 1 2.50 3.00 UTILITY SLIDER 0.28 2 3.00 3.00 BEDROOM 4 SLIDER 0.28 1 5.00 3.00 BEDROOM 5 SLIDER 0.28 1 6.00 3.00 BEDROOM 2 SLIDER 0.28 1 6.00 3.00 FOYER (ABOVE) SLIDER 0.28 1 6.00 3.00 MASTER BEDRM SLIDER 0.28 1 5.00 3.00 MASTER BEDRM F DOOR 0.28 2 2.50 6.67 BATH 2 SLIDER 0.28 1 2.00 3.00 W.I.c ISLIDER 1 0.28 1 1 1 4.00 1 3.00 OVERHEAD GLAZING ROOM TYPE SUM OF AREA AND UA: AREA WEIGHTED U = UA/AREA: U-VAL QTY WIDTH HEIGHT MASTER BATH SKYLIGHT 0.50 1 2.00 4.00 SKYLIGHT 0.50 SKYLIGHT 0.50 SKYLIGHT 0.50 SKYLIGHT 0.50 SKYLIGHT 0.50 SUM OF AREA AND UA: AREA WEIGHTED U = UA/AREA: VERTICAL GLAZING IN UNHEATED SPACES ROOM TYPE DESCRIPTION U-VAL QTY WIDTH HEIGHT SUM OF VERTICAL GLAZING IN UNHEATED SPACES: (not included in sum of aI/ glazing above) OVERHEAD GLAZING IN UNHEATED SPACES ROOM TYPE DESCRIPTION U-VAL QTY WIDTH HEIGHT SKYLIGHT SKYLIGHT SUM OF OVERHEAD GLAZING IN UNHEATED SPACES: (not included in sum of all glazing above, 20.01 9.00 29.0 147.8 UA 9.60 4.32 13.9 AREA UA 17.81 8.55 0.00 0.00 0.00 0.00 17.8 8.5 0.48 AREA UA 18.00 5.04 40.02 11.21 9.00 2.52 33.35 9.34 7.50 2.10 40.00 11.20 66.70 18.68 24.00 6.72 10.00 2.80 6.00 1.68 18.00 5.04 7.50 2.10 18.00 5.04 15.00 4.20 18.00 5.04 18.00 5.04 18.00 5.04 15.00 4.20 33.35 9.34 6.00 1.68 12.00 3.36 0.00 0.00 433.42 121.36 0.28 11 � 11 1 11 1 11 111 111 111 111 1 11 1 11 1 11 1 11 AREA 0.00 0.00 0.00 SIMPLE HEATING SYSTEM SIZE This heating system sizing is based on the Prescriptive Requirements of the 2018 Washington State Energy Code. This is for heating only. ACCA procedures for sizing cooling systems should be used to determing cooling. Indoor Design Temperature 70 Outdoor Design Temperature 24 Design Temperature Difference Indoor - Outdoor Design Temp 46 Conditioned Floor Area 4349 Conditioned Volume 29,007.83 Glazing Sum of UA from Glazing Schedule 1 147.8 Attic U-Factor X Area = UA R-49 0.026 1468 38.17 Other: Single Rafter or Joist Vaulted Ceilings U-Factor X Area = UA R-38 0.027 Other: Above Grade Walls U-Factor X Area = UA R-21 + R-10 HEADERS 0.056 2221.1 124.38 Other: Floors U-Factor X Area = UA R-30 0.029 Other: Below Grade Walls U-Factor X Area = UA R-21 Interior 0.042 8097 340.07 R-10 Continuous exterior 0.064 Other: Slab Below Grade F-fa ctor X Length = UA R-5 Thermal brk sl edge 0.57 182 103.74 Other: Slab on Grade F-fa ctor X Length = UA R-10 2' perimeter 0.54 R-10 Fully insulated 0.36 Other: Sum of UA 754.19 Envelope Heat Load 34693 Btu / Hour Sum of UA X Design Temperature Difference Air Leakage Heat Load 14411 Btu / Hour ((Volume X 0.6) X Design Outdoor Temp) X .018)) Building Design Heat Load 49104 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 1.1 54014 Btu / Hour Use 1.1 if ducts are located in unconditioned space: Sum of Building Heat Loss X 1.1 Use 1 if ducts are located in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 1.4 75620 Btu / Hour Use 1.4 for forced air furnace: Building & Duct Heat Loss x 1.4 Use 1.25 for heat pump: Building & Duct Heat Loss x 1.25 AIR LEAKAGE ,omponents ofthe building thermal enA-lope as listed in TABLE R402.4.1.1 shall be installed per manufacturer's pecifications to limit air leakage rate to not exceed 5 air changes per hour (ACH) AIR LEAKAGE CALCULATION (maximum blower test Ci i CFM5ot i, ACTUAL Blower test result maximum ACH CFM50_ 1a = BLDG VOL (ft`) X 5 ACH 1 60 min =1 2417 1cfm I cfm PRESCRIPTIVE ENERGY CODE COMPLIANCE This project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked. CLIMATE ZONE 5 AND MARINE 4 Fenestration U-Factorb Skylight U-Factor` Ceiling Wood Frame Wall° I' Floor Below Grade Wall` I' Slab df R-Value & Depth R-Value' U-Factor' n/a 0.30 n/a 0.50 49 0.026 21 int 0.056 30 0.029 10/15/21 int+ 5TB 0.042 10, 2 It n/a Forsingle rafter-orjoist-vaulted ceilings, the insulation maybe reduced to R-38. Table R402.1.1 footnotes Included on Sheet Al. Each dwelling unit in a residential building shall com ply with sufficient options from Table R406.2 so as to achieve the following m inim um num ber of credits: ❑ 1. Small Dwelling Unit: 3.0 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greaterthan 500 square feet of heated floor area but less than 1500 square feet. ❑ 2. Medium Dwelling Unit: 6.0 points All dwelling units that are not included in #1 or#3. ❑ 3. Large Dwelling Unit: 7.0 points Dwelling units exceeding 5000 square feet of conditioned floor area. ❑� 4. Additions less than 500 square feet: 1.5 credits ENERGY CREDIT SUMMARY TABLES Heating Options Fuel Normalization Descriptions Credits 1 Combustion heating minimum NAECA 0.0 2 Heat pump 1.0 ❑W 3 Electric resistance heat only - furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 ❑ 5 All other heating systems -1.0 ❑ Energy Options Energy Credit Option Descriptions Credits 1.1 Efficient Building Envelope 0.5 ❑ 1.2 Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 0.5 ❑ 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.1 High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.3 High Efficiency HVAC 1.5 ❑ 3.4 IHigh Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ 3.6 High Efficiency HVAC 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System 1.0 ❑ 5.1 Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 1.5 ❑ 5 Efficient Water Heating 2.0 ❑ 56 Efficient Water Heating 2.5 ❑ 6.1 Renewable Electric Energy (3 credits max) I 1 °.*1200 kwh ❑ 7.1 lAppliance Package 0.5 ❑Y Total Credits 1.5 N O � O � Q = C!i z 0-) 0 0 r.., Z T---0 CV) 75; U CV 0 O i I` W 0 W N W�� d) V U7 U b LLJ J � o W co � 0 0 F.- � LU J W 0 0 2 LU 0 ��W v! c� 0 W 0- � 0 O cli O� CL- 0- Document date: 02/18/2021 Document Phase: FOR PERMIT REVISED PER COMMENT 7.1.21 RESUB Aug 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET FATM 2015 MS G AND 50HEDULE-S 50ALE: NOT TO 50ALE OF Ala 20028 drafting lY4" dia. MIN. HANDR,41L, NOTE: SPACING BETWEEN INTERMEDIATE CONTINUOUS FOR FULL GUARDRAIL MEMBERS TO BE SUCH THAT LENGTH OF STAIR A SPHERE OF 4" dia. SHALL NOT PASS (NOTE: HANDRAIL GRIP THROUGH ANY OPENING 51ZE PER I.R.G. R311.7.7.3) � DBL JST.@ FLR. BELOW �' 10" MIN. fQ TREAD HANDRAILS PER I.R.G. R311.1.1 BALUSTERS TO CONFORM TO I.R.G. R312.3 z Uj 36" MIN. STAIRWAY 0 WIDTH PER I.R.O. 311.1.1 w 4X10 DF2 @ LANDING BELOW STAIR, INSTALL Y2" G.W.B. @ >1 N GE I L I NG 4 WALLS r (4)2X12 STRINGERS FIRE BLK'G ® MID -SPAN NOTE: GREATEST AND LEAST TREAD $ RISER SHALL NOT VARY MORE THAN 3/a" (PER I.R.G. R311.1.4.1 4 R311.1.4.2) MAIN INTERIOR STA I R SCALE: I" = 1'-0" Y2 CDX /OSB SHEATHING NAILED W/ ad NAILS @ 4" O.G. SUPPORTED PANEL EDGES ROOFING MATERIAL TO MATCH (E) OVER FELT PAPER PER PLAN ad NAILS @ 4" O.G. (5H76. TO B 1 RD BLK'G) CONT. METAL GUTTER OVER FASCIA BOARD TO MATCH (E) \ TRUSS PER PLAN S I MPSON HI CLIP @ EACH TRUSS OVERHANG PER PLAN L550 @ 24" O.G. BEAM PER PLAN COVERED r.?ECK ROOF SCALE. P I O RAILING CONNECTION PER MANUF. SPECS. OPTIONAL TRIM BEAM PER PLAN U 36 " CABLE RAILING SYSTEM BY OTHERS, ATTACH TO EXTERIOR SIDE OF DECK, TYPICAL FLOOR SHEATHING NAILING @ 6" MAX. O.G. TO JOIST w/ TENSION TIE NOTE: LEDGER, DECKING/JST5. 4 HANGERS PER PLAN Ya" WEEP GROOVE ® 24 O.G. FLASHING OVER z TOP OF LEDGER 51MP50N HTT4 TEN51ON TIE @ MIN. (2) LOCATIONS ° PER DECK RAILING @ 36" A.F.F. w/ PICKETS OR CABLES SPACED AS NOT TO ALLOW A 4" dia. SPHERE TO PASS THROUGH. GUARDRAILS TO RESIST 200 LBS 4 IN -FILL COMPONENTS MUST RESIST 50 PSF COLUMN PER PLAN EXISITING (E) SLAB ON GRADE U z 2x HF#2 OR MIN. 1 "xa Y2" Q - - d .1;� U UUUUiU%jU% U L.V.L. RIM JST. z \\� w #4 BAR @ 18" d, i /\ -I /s" MIN. 5" MAX. L O.G. EACH WAY �� .114 Y2" HOT -DIPPED GALVANIZED OR m v d 5TAINLE55 STEEL LAG SCREWS (2 UNDISTURBED a� LAYERS) 16" O.G. PLACE BETWEEN FLR. JOISTS PER PLAN SOIL 8 2" 4 5" FROM ENDS 4 STAGGER @ NOTE: AT S I MPSON TIE, 2" FROM TOP 4 2" FROM BOTTOM. 2x OR L.V.L. PER PLAN 41 TIP OF LAG 50REW5 TO FULLY EXTEND BEYOND INSIDE FAGS OF EXISTING WALL AND NEkN FOOT I N& DETAIL RIM JOIST. 2 DECK 4 TEN51 ON T I F-5 DETAIL SCALE. I I O 2x STUD WALL PER PLAN )2" G.D.X. PLYWOOD SHEATHIN& - (2) LAYERS OF GRADE 'V' - BUILDING PAPER, WEATHER RESISTANT BARRIER CORROSION RESISTANT - (&ALVANIZED) METAL LATH ADHERED LIGHTWEIGHT STONE - VENEER, STYLE PER PLAN TYPE "N" MORTAR JOINT TYPE "N" MORTAR SEATING BED 26 &A. GALVANIZED CORROSION RESISTANT WEEP SCREENED 4" MINIMUM (SCREENED TO &RAVE) 2" MINIMUM (SCREENED TO PAVEMENT) FOUNDATION WALL PER PLAN OPTIONAL VENEER BELOA &RAVE CONDITION - P.T. PLYWOOD CONC. NAIL TO FNV. WALL e ADHERED L I CGHTW I GHT VENEER SCALE: 1 1/2" = 1'-0" t�4" dia. MIN. HANDRAIL, NOTE: SPACING BETWEEN INTERMEDIATE CONTINUOUS FOR FULL GUARDRAIL MEMBERS TO BE SUCH THAT LENGTH OF STAIR A SPHERE OF 4" dia. SHALL NOT PASS (NOTE: HANDRAIL GRIP THROUGH ANY OPENING SIZE PER I.R.G. SIMPSON A55 @ EA. SIDE R311.7.8.3) L AR HANDRAILS PER OR L570 ON ONE SIDE 7. I.R.G. R311.-T.8 BALUSTERS TO CONFORM TO I.R.G. R312.3 z N 36" MIN. STAIRWAY WIDTH PER I.R.G. 311.1.1 w BEAM PER > 10" MIN. PLAN LQ TREAD P.T. 2x4 THRU5T- BLOCK W/ GALV. I bd GONG. NAILS @ 6" O.G. �— INTERIOR 5TA I R SCALE: I " = 1'-0" BELOW STAIR, IN5TALL Y2" G.W.B. @ CEILING 4 WALL5 (5) P.T. 2x12 STRINGERS NOTE: DELETE P.T. WHERE OKV BY BLD'G INSPECTOR, USE NERVASTRAL BARRIER BTW. 5TRINGER 4 SLAB \-- F I RE BLK'G @ MID -SPAN NOTE: GREATEST AND LEAST TREAD $ RISER SHALL NOT VARY MORE THAN 3/a" (PER I.R.G. R311.1.5.1 R311.7.5.2) @ SLAB ROOF FS PER FLA 2X BLOCKING @ I- JO 1ST W/ (3) I6d 1` BLOCK TO JOIST FLOOR FRAMING 3 SCALE: 1" = 1'-O" NOTE: TYPICAL 079 FLASHING - INSTALL SIDING PER MANUF. SPECS. - DO NOT NAIL TRIM OR FLASHING THROUGH WINDOW FLANGE - REPAIR OR REPLACE WINDOW IF FLANGE BREAKS - CAULK ALL SEAMS, JOINTS 4 CORNERS OF FLASHING - SLOPE ALL FLASHING AWAY FROM THE BUILDING WINDOW PER PLAN V 4 SCHEDULE SHIM AS NEEDED SEALANT ------------ TRIM PER ELEVATIONS BUILDING PAPER OVER FLASHING FLANGE Z FLASHING PER MANUF. SPECS. 2x6 STUD WALL, BATT INSULATION @ SIDING PER PLAN TYP1 GAL NnI NDONn 5I L.L. SCALE: 3" = 1'-0" VARIES BUILDING PAPER OVER FLASHING FLANGE "Z" FLASHING PEi MANUF. SPECS. Ix TRIM, EXTENDED I "BEYOND WALL TRIM PER FINISH ELEVATIONS Ix4 WOOD TRIM SEALANT — VARIES 11 TYP "Z" FLASHING OVERFRAMED TRU55 IO SCALE: 1/4" = 1'-0" 5H I M AS NEEDED - WINDOW PER PLAN 4 SCHEDULE �,ONT 1 NUOUS BLOCK I NG 3) 1 Od NAILS r/SHEATHING REBARS PER PLAN --ISOLATED FOOTING PER PLAN 2x6 STUD WALL, BATT INSULATION @ 51 D I N(5 PER PLAN 4x WINDOW HEADER PER PLAN FILL CAVITY @ HEADER W/ R-I0 RIGID INSULATION ,f/) Ix TRIM Ix TRIM, EXTENDED I "BEYOND WALL FINISH VARIES 7101P 1 GAL Jul I NDO 4 HEADER SCALE: 3" = 1'-0" @ 24" OG DIAGONAL BRACE @ > Or, W/ (3) Ibd NAILS .ND _ @ 45" OG W/ (2) NAILS EA END TINUOUS 2X4 TRIM I` F I RM BRAG I NG RAILING NOT SHOWN FOR CLAR 1 T1' P.T. 6x 12 1DF#2 U 0 _ S 1 MPSON EGC66 COLUMN CAP N P.T. 6x& POST S I MPSON GG66 COLUMN CAP 5" EXTENSION AT THE HOOK 2:2" EXTENSION AT THE HOOK 02" GLR FROM MPBZ) (5)#4 VERTICAL W/ d 10" HOOK @ d -°=---- ---- a FOOTING U Li 1 IA �; . #4 HOR I ZONTAL \ TIES C@ 3" OG 1 F-d SQUARE AND DIAMOND SHAPED TIES (5) TOTAL S I MPSON MPB66Z COLUMN BASE COLUMN E3A5E CONNECTION SCALE: NTS RAILING NOT SHOWN FOR CLARITY IP.T. bxl0 OR 6XI2 PER PLAN 01 2'-0" P.T. 6x& W/ 5/4'' dia. 2'_0" F.T. 6x6 w/ 3/4'' dia. LAG SCREW @) EACH LAG SCREW g EACH END W/ 4" END w/ 4" PENETRATION INTO P.T. 6x6 PENETRATION INTO ALL LAG SCREW AND 5E�4M I$ COLUMN POST BEAM I$ COLUMN FASTENERS SHALL E3E ZM,AX HOT DIPPED OAL\/ANIZED (G18E) OR STAINLESS STEEL. Kl�l tG DETAIL 5GALE: NTS POST GAP EGG/GG66 EPC6Z/PCl INVERTED 2x WOOD TR PER PLAN (OPTIONAL) POST GAP EGG/GG66 KNEE BRAG I NG NOT SHOWN EPC6Z/PC INVERTED 2x WOOD TR PER PLAN (OPTIONAL) POST GAP EGG/GG66 KNEE BRAG I NG NOT SHOWN \ TRUSS PER PLAN 5I MP50N HI CLIP ® EACH TRUSS L550 @ 24" O.G. -o° BEAM PER PLAN 7 6X6 COLUMN CEDAR WRAP 4 BASE TRIM JOIST PER PLAN -AN 7 6X6 COLUMN CEDAR WRAP 4 BASE TRIM JOIST PER PLAN 'LAN PT 6X6 COLUMN 51 MPSON MPB66Z COLUMN BASE (3)#4 HORIZONTAL TIES @ 3" O.G. SQUARE AND DIAMOND FOOTING m � PER PLAN 36 " GABLE RAILING SYSTEM BY OTHERS, ATTACH TO EXTERIOR SIDE OF DECK, TYPICAL U RAILING @ 36" A.F.F. W/ PICKETS OR GABLES SPACED AS NOT TO z z ALLOW A 4" dia. v SPHERE TO PASS 6- ° THROUGH. GUARDRAILS TO p ° RESIST 200 LBS $ m ° IN -FILL COMPONENTS MUST RESIST 50 PSF ° 2x6 DECKING S I MPSON U2 12 ° JOIST HANGERS RAILING CONNECTION PER MANUF. 2x DECK JOISTS, SPECS. PER PLAN TRIM BEAM PER PLAN (OPTIONAL) (TOP FLUSH) FRAMING 4 FND. DIM. RAILING DETAIL SCALE. I I O 1 2062407006 droftnw Wamail.com 1 N O co U) C-DZ tiz �O G U N O ti W 0 W co > 06 0) �W V (n v! U 0 w J�z U Woo CM � W J W 0 O L W 0 W U) cU O W � � U O U Document date: Document Phase: REVISED PER COMMENT 7.1.21 RESUB Aug 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET A3 OF Al 20028 drafting 1921 76TH AVE SE LAKE STEVENS I 2062407006 draftnw@gmail.com 19 w (E)211-O" �)�OUNDATION PLAN Fil Fil Fil Fil Fil ■ 19 w IF 0 W (E) 2ci'-0" I NJ WN vol, j"M I a = w 1 SCALE: 1/4" = 1'-0" C� N O 00 � O � Q z 0-) 0 o r.., Z T---O CV)� U CV 0 o W Q 0 W 0. N W �00 d7 (D U) vJ D cy) b W J co � Woo o F.— r--w J W 0 O 75 W ry 0 W U) c� O WW n O CDry n n Document date: 02/18/2021 Document Phase: FOR PERMIT REVISED PER COMMENT 7.1.21 RESUB Aug 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET A4 OF Al 20028 Adfting 1921 76TH AVE SE LAKE STEVENS 2062407006 draftnw@gmail.com (E) 2ci'-O" I � o u� I N N ' o o O Z LIVIN& �j 00 � � Q N 0 Q �0 UP U N O 0 w I �p DN i ' I 0 LW/ L.L ' I — — — — — — — — — ' ® I o W CV o I N IL 00 � v— I O O Uj (E) KITCHEN w o Lorol D�w I o Z BEDRM 5 m � JI (E) NOOK W I w O CC T Lw�// L.L 0 I E DECK W I , v / c� 0 o MUD 0- 0 0 o (E) I -CAR GARAIS-GE � UTIL o m Document date: 02/18/2021 w Document Phase: I OFOR PERMIT I REVISED PER (E)6030PIG (E)30305L COMMENT 7.1.21 I I � I RESUB Aug 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES (E) 3Q i_Oii DEPARTMENT FAIN FLOORFRAtvfINO1"IIIIIIIIIIIIIIIIIII"'[AIN FLOOR SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SHEET A5 OF Ala 20028 (E)AREA SUMM�iZY LOWER FLOOR: 1332 S.F. MAIN FLOOR: 1486 S.F. UPPER FLOOR: 1323 S.F. TOTAL FINISHED AREA: 4141 S.F. GARAGE AREA: 3�2 S.F. MEGH AREA: 123 S.F. drafting 1921 76TH AVE SE LAKE STEVENS 2062407006 dwfmw@gmail.com SCALE: 1/4" = 1'-0" (E) 2,1'-O" I w l� cli O ti Z �O cir)� U N O ti W W O J W r) 0 75 W ry i� I /Cl i tial_= CAIT, Q Uj (E) 2ai'-O" I U O O 01 Document date: I 02/18/2021 Document Phase: i FOR PERMIT -- WALL BELOW ROOF BELOW (E) GABLE END REVISED PER COMMENT 7.1.21 N 00 d7 U) 0 Z 0 2 0 w 1 0 N_�, IN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" RESUB Aug 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SH EET OF Ala 20028 -O" (E 10" (E) 8'-O" (E) 10" (E) S'-O" (E) ell -oil 10" (E) 8'-O" (E 10" (E) 8'-O" rn6'-S" 6'-S" rn-all 61-8,11 p O rat O p ry�i z rn VD A z g rn r r y rn � rn n n rn r Fq Fq boa° a ���a �����a ���a ���a ���a ���a °a°°°a°°°°°°°a°°°a°°°°°° °°°°°°°°°°°°°°°°°° °aO� HHEHOa°Oa°Oa°Oa°Oa°Oa°HN aa°°as°°aa°°aITHNNI°aa°°aa°°aa°°aa° F7 rn . nF O n N i i i NlnHITHHITT°°°El I °°°E°°°E aIo�oao a�o�oDo aIo�oDo •.: •. a�°�000ao a L__J a°O o 77­ 1 a n , r rn ° If n n_C 1JULITULIT ° - Fn El o ° 1� aa°°Da III rn °°°aka a rn � • Oa�Oa�O O ❑ o ° HnH'In L LEH' UT IT N1 rn r1NFU]EFTF1 F-HUH FTFH1[[N1 F I F—I BI FS 2 21 FBI FBI FRI FRI N FRI FS (J) I F z L-TULITHLITULITJ L] L] °a °°:°°°°° ­, o O o m� D D �° PROJECT: OVVNER: LOCATON- m 0`­--,,Q m 0 O O >mm ♦/► pm zmo V/ K:w�� PROPOSED REMODEL TEKLU TSIGEREDA 7423 179TH ST SW M D ��z O zo N ' W m° � o Q 7423 179TH ST SW o N EDMONDS, WA 98026� EDMONDS, WA 98026 r r r r B FRI (E) 2q'—OII drafting 1921 76TH AVE SE LAKE STEVENS I 2062407006 draftnw@gmail.com r-----, 2411* n------------ II --- ---------J L-----------------------,:. I .. I .... .'I ■ I II II I I II II II I I I T' II 10'-8" 2'-1011 15'-6" I r-4 >It 00 i I � i ■ I II I 4 II>°oi - TYP. II 24- , I -- -- i i I_ II I E--- fi ZL L----J_ TYP. I I LJ J 24I ctm 240 l _ II L --- J L_LI_J I I ON GCR I r---24"* I I IIjIIIIIIIiIIjLIIIII IIIIIIIIIIIIIIIII�III OF —� —:. —. J3 Oc0I �o- SLLAB ORADE I = . 10'-2" '--�I ON &RXDE jq � . .. •. �■■■ III .• L- I I I u :.. 12i1* ——1-2D— -------�IIIIIIIIIIjIItIIIIIIIIIIIIIIIIIIIIIII � jj24"* — 11 r----- — L------------ —� L-- -----------------r — 36I 0 L"—J — i— I'EE. . . . _1 I —�L_ =____--------LL -------� I , LE&END L•J (E) FOUNDATION TO REMAIN :EW FOUNDATION �)I L____________J L • J FOOT I N(5 SCHEDULE 1500 PSF 501 L BEARING CAPA017Y SYMBOL SIZE AND REBAR 56"* 36 "SQRx 12 "T GONG. ■ FTC. w/ #4 ® 7" O.G. e/w. (5)MIN Boll* 30 "SQRx 12 "T ■ GONG. FTC. w/ #4 (D 7" O.G. e/w.(4) MIN. 24"* 24"50Rx 10 "T GONG. FTC. ■ w/ #4 (P 5" O.G. e/w. (3) MIN. FOUNDATION FLAN SCALE: 1/4" = 1'-0" I r- N I 0 (E) ■ I I L--J FOUNDATION NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. B. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 4. SOFFIT, VENT 4 INSULATE CANTILEVERED AREAS. 5. STEP FOUNDATION PER SITE CONDITIONS. 6. 1,500 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD. 7. SEE SHEET Al FOR ADDITIONAL NOTES. 5. SEE SHEET A2 FOR FOUNDATION VENTILATION CALCULATION. I lu i t= Ow O U) W O N 4'-0" a 3 UP 14R (E)60305L ENTERTAINMENT 8'-4" 56" GUARD RAIL 0 F24 STUDY/GAME RM 36 "x60" 0 / 2668 0 j_-------- I THEATER RM 171—SII ALARM SCHEDULE MS IRC SECTIONS R3" & R315 SYMBOL OESCRPMN REQUIREMENTS Smoke `118V note -connected W battery bankup. O Alarm `I hata'led on each floor, in each sleeping area, and ouside each separate sleeping area. Installed rot lessthan 3 fl from the door of a bath Mc h coNains a tub or shover unleastt pmvents placement in areWimtl location. `Lister In accordance vith UL277 end to coo wdh NFPA72. Combination ` MINIM Isl M on each floor, outside cream separate eepng $A M Smoke amain the immediate dcirity ofthe bedrooms, and in Alarm & bedroam that cant ans a gas implace in the bedroom or canon aeiaeert bathroom. Monoxide `Smoke alarm requirements per .bore. rot `Corntinad. smoke&cation non deakrmslistedin cmrdence Mh UL 217 & U L 283a. 20'-6" i SCALE: 1/4" = 1'-0" 3'-6" 2668 (E) 211'-011 2668 5A I 0 O 6068BP ---- R-S------ 2468 A u BA 5 2 -10 0 2565 STO"ECH s NO kw N ■ ■ I ILI N >^^ O 00 V J M VJ Z O 0 O P" Z �O U N 0 O Uj 0 W co �W > 00 (3) V (n J W 0 O 'Uj li 0 W U c� O ICJ � O o� I� Document date: 02/18/2021 Document Phase: FOR PERMIT REVISED PER COMMENT 7.1.21 RESUB Aug 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET Ao0 OF Al 20028 IFASTENERS FOR O PRESERVATIVE -TREATED : :AND : .FIRE -RETARDANT -TREATED (WOOD SHALL BE OF jHOT-DIPPED ZINC -COATED j :GALVANIZED STEEL, : :STAINLESS STEEL, SILICON : ,BRONZE OR COPPER. ICOATING WEIGHTS FOR jZINC-COATED FASTENERS : :SHALL BE IN ACCORDANCE : -WITH ASTM A153. IRC R317.3 ■ :PRESERVATIVE -TREATED .LUMBER REQUIRED WHERE (FLOOR JOISTS ARE CLOSER :THAN 18" TO THE EXPOSED jGROUND,WHEREFLOOR :GIRDERS ARE CLOSER THAN : .12 TO THE EXPOSED • (GROUND, ALL WOOD ON jCONCRETE OR MASONRY IN :DIRECT CONTACT WITH THE :GROUND, EXTERIOR SIDING, : .SHEATHING AND FRAMING • IWITH A CLEARANCE LESS :THAN 6" TO THE GROUND :OR 2" TO CONCRETE :SURFACES, ANY WOOD ,ATTACHED DIRECTLY TO (THE INTERIOR OF MASONRY jOR CONCRETE WALLS BELOW GRADE_•—•—•—•—•� DECK CONSTRUCTION TO CONSIST OF APPROVED WOODS OF NATURAL RESISTANCE TO DECAY OR BE TREATED WOOD AND LABELED ACCORDINGLY. ' IRC R317.1 & R317.2 BEAM 50HE17ULE PLAN VIER DESCRIPTION DROPPED BEAM DESIGNATED ON FLOOR PLANS. DROPPED BEAM DESIGNATED ON FRAMING PLANS. FLUSH AND TOP FLUSH BEAM DESIGNATED ON FRAMING PLANS. UPSET BEAM DESIGNATED ON FRAMING PLANS. 5TAIR FAANSM (5IMFrpM 2XI2 - THA02I5 2XI0 - LL42I0 440 - RZ4I0 STAIR ff LNDO FRAM I NO PLAN MAIN FLOOR FRAMINO PLAN SCALE: 1/4" = 1'-0" 1 PAP ` �iil �I I III /I G 1, r d� a =1 ALARM SCHEDULE 21151 RC SEC ON5 R314 & R315 SY1.ISCL DESCRIPTION R DU IREMENIS Smoke `11DVi ntaconnecletl Wbattay ba kup. O Alarm that `a'led w each floor, in heck slwpi }area, and outside each separate sleeping also 119011W rot lessthsn 3 a'_ the door of a bath -ch conlems a or shover locWb unless this prerents placement in a reryired ation. 'Lisle] in accordance slh UL217 and to com -h llEPA72. C ombinaliei gnat Slled on each floor, outsde of each sapemte 4eepng SA Id Smoke area in the immediate .iciniry Otte Dedmoms, and"a Alar & betro om that contains a gas i"lace in the bedmom or Cation ada—,,t bathroom. 1.10 ."a `Smoke slaim re rarnenta per eb— lm 'C-t,nati on - d:e&caban ma —A. a leans listed in dance with UL 217 & U L 2034. FLOOR FRAMING NOTES: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS $ CONDITIONS PRIOR TO CONSTRUGTI ON. 2. ALL FLOOR JOISTS TO BE 2x12 HF#2 @ I(b" ON CENTER UNLESS NOTED OTHERWISE (U.N.O.) 3. ALL BEAMS 4 HEADERS TO BE 4x10 DF#2 U.N.O. 4. POSTS TO BE 4x4 DF#2 4 4x6 DF#2 @ BEAM JOINTS, U.N.O. 5. PROVIDE SOLID BLOCKING OVER SUPPORTS. 6. PROVIDE FIRE BLOCKING @ ALL PLUMBING PENETRATIONS. 7. BEARING HALLS ARE SHADED. 8. PLUMB 1 NG AND MECHAN I GAL FIXTURES ARE DASHED. "l. ■ I ND I GATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 10. ALL WOOD IN CONTACT NI TH CONCRETE TO BE PRESSURE TREATED. 11. SEE SHEET Al FOR ADDITIONAL NOTES. (E) 211—O II 81-0 11 MAIN FLOOR PLAN SCALE: 1/4" = 1'-0" FLOOR PLAN N07E5: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 GOND I TI ONS PRIOR TO CONSTRUCTION. 2. WINDOWS $ DOORS ARE SHONN 4 NOTED AS NOMINAL SIZES. 3. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.G. U.N.O. 4. INTERIOR HALLS TO BE 2x4 STUDS @ 1611 O.G. U.N.O. 5. SOFFIT DOWN AREAS ARE SHADED. 6. ■ INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 7. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. R303.7 FOR INTERIOR STAIRWAYS AND R303.8 FOR EXTERIOR STAIRWAYS. 8. SEE SHEET Al FOR ADDITIONAL NOTES. Q. SEE SHEET A2 FOR VENTILATION AND ALARM SCHEDULES. 36" GUARD RAIL (E)AREA 5UMMARY LONER FLOOR: 1383 S.F. MAIN FLOOR: 1456 S.F. UPPER FLOOR: 1217 S.F. TOTAL FINISHED AREA: 4086 S.P. GARAGE AREA: 572 S.F. MEGH AREA: 72 S.F. draft ing 1921 76TH AVE SE LAKE STEVENS 2062407006 draftnw@gmaiLmm = (1) z O-) 0 0 r..' Z T---0 CV) U CV 0 O � r"­_ W Q 0 W O. N W�00 rn U) U)U J �co2i Woo O F.— lr�_w J W 0 0 2 W ry 0 W v / c� 0 w I O o ry ry n n Document date: 02/18/2021 Document Phase: FOR PERMIT REVISED PER COMMENT 7.1.21 RESUB Aug 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET OF Ala 20028 drafting 1921 76TH AVE SE LAKE STEVENS 2062407006 drafm @gmail.com BEAM 50HEr7ULf= PLAN VIEW DESCRIPTION - - DROPPED BEAM DESIGNATED ON FLOOR PLANS. DROPPED BEAM DES 1 GNATED ON FRAMING PLANS. FLUSH AND TOP FLUSH BEAM DESIGNATED ON FRAMING PLANS. UPSET BEAM DESIGNATED ON FRAMING PLANS. UPPER FLOOR FRAM I NO PLAN SCALE: 1/411 = 1'-O" I 1`J r 0 FLOOR FRAM I N6 NOTE-5: O m O I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS $ CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FLOOR JO I STS TO BE 2x 12 HF#2 @ 16" ON CENTER UNLESS NOTED OTHERWISE (U.N.O.) 3. ALL BEAMS $ HEADERS TO BE 4x10 DF#2 U.N.O. 4. POSTS TO BE 4x4 DF#2 $ 4x6 DF#2 (D BEAM JOINTS, U.N.O. 5. PROVIDE SOLID BLOCKING OVER SUPPORTS. 6. PROVIDE FIRE BLOCKING (D ALL PLUMBING PENETRATIONS. 7. BEARING WALLS ARE SHADED. 5. PLUMBING AND MECHANICAL FIXTURES ARE DASHED. "l. ■ I ND I GATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 10. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 11. SEE SHEET Al FOR ADDITIONAL NOTES. 1 F (E) 21�1'-0" u I ILl I I � I I I� �I I� �I I I I I el (E) BEDRM 4 (W BEDRM 5 SA I fll (E)rj I Is 7 I 2 3 4 5 6 d s SA -A 10 BEERM :2 11 I OPEN `l � 12 SA GM fX 14 EN 14R (E) 31_nll 31_OII m -- _ DESK 1 R45 0 a6" GUARD RAIL 2465 1; mr. wn G5i■G;11 ..I _ ME A7t� III■■�■■■, ■■■ �■■■ - ' "MIN SHELVES SHELVES 0 L— — — — — — — — — — — — — — — — — — — — — 151-611 WALL BELOW ROOF BELOW 266 U 8 (E) 2ci'-O" (F-) M5TR 5F_i7 15'-6" ALARM SCHEDULE E1181RC SECTIONS RW &R815 SYMBOL DESCRIPTION RE OUIREMENTS smoke `118Vlntercannacteawbaneryoaokup. Alarm 'Imt&led on each floor, in each sleeping area, and outakle each separate sleeping area. Inatallb,i not less than 3 ft fivm the tloa of a bath v.Nch rokains a trb o'shover .mesa thre p—rita placement in a raWired lacetian. •L'a:ted in a—rd.n.: h UL 217 and to rnmply vdlh NFPA.i Combination 'I rat gilled on each floor, outside ofeadl separate sleepng SA M Smoke area In the lm mediate M6bty afthe bedrooms, and in Als. & beaoan that contains a gas (replace in the bedroom or Carbon adjacent bethmom. 1.1 t—de 'Smoke alarm requirannenM Per aboe Alarm 'Combnatlon smoke& carbon monoxide alarms listed in wr.nce ,ah UL 217 & UL 2034. UPPED FLOOR PLAN N N ZL i COVERED " DECK I w < L m a� I L 36" GUARD RAIL U I RAILING @ 36" A.F.F. w/ PICKETS SPACED AS NOT TO ALLOW A 4" dia. SPHERE TO PASS THROUGH. GUARDRAILS TO RESIST 200 LBS $ IN -FILL COMPONENTS MUST RESIST 50 PSF (T''P I GAL). FLOOR PLAN NOTE5: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS i$ GONDITIONS PRIOR TO CONSTRUCTION. 2. WINDOWS $ DOORS ARE SHOWN $ NOTED AS NOMINAL SIZES. 3. EXTERIOR WALLS TO BE 2x6 STUDS (§ 16" O.G. U.N.O. 4. INTERIOR WALLS TO BE 2x4 STUDS @ 16" O.G. U.N.O. 5. SOFFIT DOWN AREAS ARE SHADED. 6. ■ I ND I GATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 7. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. R303.7 FOR INTERIOR STAIRWAYS AND R303.5 FOR EXTERIOR STAIRWAYS. 5. SEE SHEET Al FOR ADDITIONAL NOTES. 11. SEE SHEET A2 FOR VENTILATION AND ALARM SCHEDULES. N � o Co �o VJ VJ Z O T---O U CV 0 U'Izj- r1i W 0 W O. N w 00 d) V U) U) U U) J co � U wNo U F.— ri'_w J W 0 O 2 W 0 ��W vJ cU O W 0— � O o� Ui 0— Document date: 02/18/2021 Document Phase: FOR PERMIT REVISED PER COMMENT 7.1.21 RESUB Aug 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET A10 OF Al 20028 drafting 1921 76TH AVE SE LAKE STEVENS 2062407006 draftnw@gmail.com (E) PL TO REMAIN - (E) PL TO REMAIN - SOALE: 1/4" = 1'-0" 2040 5KYL I GHT I MR Y w (E) TRUSS (E) TRUSS (E) TRUSS (E) TRUSS (E) TRUSS (�) TRUSS (�) TRUSS (�) TRU55 (�) TRU55 (�) TRU55 (�) TRU55 (�) TRU55 (E) TRU55 /Gi GAaI � �/.Ir1 (E) GABLE END 11r::Yq.) RAKE 51 MP5ON M5TC40 Ai TOP OF NEW ROOF BEAM TO EXISTING DBL PLATE 51 M -50N (� HU0612 6XI0 DF2 -- -- - 6j, COL !WZrL1.66 I RIDGE /I TOP OF BEAM TO MATCH (E) ROOF PLATE UPPER N N I I N 0 MR r--SIMPSON 0 0 1 HUC612 I ' 6 PL ?v XCLf 51 MP50N M5T040 51DE OF NEW ROOF BEAM TO EXISTING DBL PLATE FEN& I NEERED TRU55 NOTE: DE516N REGU I REMENT5 SET BY THE TRU55 MANUFACTURER AND ALL DOCUMENTATION SHALL BE AVAILABLE ON 51 TE FOR THE BUILDING IN5PEOTOR AT TIME OF IN5PECTION. N O � O � Q z O 0 U ti Z �O cir)� U N O W W 0. N > 00 (3) �W V (n VJ U Ui D M p w J z U w04o CM 2 I- W J W 0 O 2 LU 0. r) WA cU O W 0- 0 Document date: 02/18/2021 Document Phase: FOR PERMIT REVISED PER COMMENT 7.1.21 RESUB Aug 24 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET Al 1 OF Al 20028 Adfting 0 1921 76TH AVE SE LAKE STEVENS 2062407006 draftnw@gmail.com XISTING ROOF TO E MAX HT a REMAIN EL 333.55' OOO = - NEW ROOF TO MATCH (E) EL: 333.35' 0 0�� ACTUAL HT BOO 555.55 -LiLLLLiLLLL0�0� OOO - ODD O�DO ODD E(E) SIDING UPPER PL ��0� XISTING ROOF TO OOO - OC�DO REMAIN ODD O�DO - O�C =00= -- O SIDE KNEE BRACE =E= E- ON OUTERMOST COLUMNS ONLY 0�00 0 �a 0 = N 0�0� o Ear O o 0 � � (� cy) UPPER FL 0� MAIN PL O a HEADER 0000 =E U 51DE KNEE BRACE ON OUTERMOST 11===== 1=Ei O COLUMNS ONLY =\0 o i OOO - Q �I00--] C� /�� ��\ O p..' Z W �OL O = ^' MAIN FL LOWER PL �OO CD W HEADER - OC�DO EL: 308.85 - AVERAGE GRADE NEW - ADHERED .T.--. ---:: SIDE KNEE BRACE O�C� ON OUTERMOST 51 D I NG VENEER :.; � COLUMNS ONLY E=00E=)Ell .. • ' • 1 � ODD .. • . Q oDoE_ W LOWER FL FRONT ELE\/ATION Lu N E GRADE SCALE: I/4" = I'-O" 00 U CO U EfT ELE\/ATION ~AU) cl� D 0) b SCALE: 1/4" = 1'-0" � co WNo Or--W J W DOD 0 Q O DO 0 NEW ROOF TO MATCH (E) NEA ROOF TO MATCH (E)III AL I iLll=lFilJLLLFlL C �-♦ c TYPICAL (E) ROOF PITCH 4:12 LLLLLLLLLLU I I W I I I I UPPER PL I W SIDE KNEE BRACE 0 ON OUTERMOST S COLUMNS ONLY I I EGRES EGRES 0 O (E) (E) o W I o � O a � a � UPPER FL MAIN PL SIDE KNEE BRACE Document date: HEADER ON OUTERMOST 0 COLUMNS ONLY 0 2/ 1 8/ 2 0 21 (E) (E) I I SG SG SG SG 0 5 �i 0 Document Phase: 0Lil MI (E) 0 FOR PERT � I I �- o — REVISED PER COMMENT 7.1.21 REVISED PER PLANNING MAIN FL COMMENT #2 — e J e, I 0 8/12/21 LOWER PL SIDE KNEE BRACE B HEADER ON OUTERMOST 3 1 0 - COLUMNS ONLY O / SG SG (E) SG SG o R E S U B ASI 0 Aug 24 2021 CQ — TYP. — CITY OF EDMONDS --- I I I 0 DEVELOPMENT SERVICES 11 `p �\ I I o DEPARTMENT LOWER FL -LILL0 (E)GRADE - - ��-`� - A3 SHEET 0 R10HT ELE\/ATIO�A� �����ATI����_ ���Al2 SCALE: 1/4 = I -O SCALE: I/4" = I'-O" OF Ala 20028