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REV1 APPROVED BLD ENG PLN RESUB 1+Architectural_Plan+9.15.2022_10.34.21_AM+3110217PAGES OF ISSUED PLANS AFFECTED BY THIS REVISION: A2, Hsi, A8) Hy, i A101 Al 13 Al 2) Al 3 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i LOT COVERAGE LOT AREA EXISTING BLDG. AREA EXISTING UNCOVERED PORCH EXTENDED COVERED PATIO TOTAL AREA 1948.00 / IMPERVIOUS AREA LOT AREA EXISTING BLDG.+ ROOF EAVES EXISTING DRIVEWAY EXI STING WALK -WAY EXISTING DECKING EXISTING DECKING TOTAL 3994.00 ENGINEERING DIVISION APPROVED AS NOTED JdJ UlG,alri,mt 09/30/2022 VV REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION BUILDING OFFICIAL 8,276.40 1,786.00 53.00 109.00 1)948.00 Oct 03 2022 APPROVED DATE S.F S. F. S. F. S. F. S. F. 23.5% 8,276.40 S. F. 2,128.00 S. F. 1,140.00 S. F. 287.00 S. F. 192.00 S. F. 247.00 S. F. 3,994.00 S. F. / 8276.40 = 48.3% 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. V LINE OF NEW - _-- --"--"- DECK ROOF - - ----- LINE OF NEW DECK - (E) RAMP 4'W (E) CONC. WAL LINE OF (E) DECK V; ; . `- Mitchell = n aamwsw _ a Coleman Designs s Parsons Rrinckerhoff Q 6smPsw ,unPsw Meadowdale PlayfieldsT - ¢ J' _< LUMI D fly Yi p i Auto • Ignition Repair Edmonds WA Meadowdale 1e8'x �� 8 E V E R L Y ACRES Lynnwood Middle School Meadowdale High School Meadowdale WastewaterTreatment w Neighborhood a ; Park 16911, P19W jr7at pab i7011, PI Sw 176Qd pr �V 51 SV! Comfort and '�?nd SVs � hborhood �;11p I7nds—sw Neighborhood Jby Longarm Quilting Full Service Flectric 9 R dn, 171n8W r 177,d 172.d PI SW @� 9. 'Pale Wpy_ 1 TIItl PI Sw David Marty Fine Art Superior Fibers 4 ¢ Edmonds Marketing ,,nl.I PI Sw i4° mn Pl sw Q Sauna 8.S{ n s[nssw a Publicity St. Themas MoreA aw,�1PI 1t Parish School T Z,McDc nA10 s1 sw Village Market 176th St SW W 76th SA SW Mercedes-E s 7423 179th Si SW, of Lynnwor Lynnwood Food Bank ,7at°stm a' J rr, �Edmonds, WA98026 Cedar Parka Christi an School V 17athriEw Southwest SITE // s Lynnwood hdo" toplexa giympl�Vie++nt County Park tsoln 3 sr ;ec a f s Crossway Fellowship© Drlvv/eri c A Lynnwood Licensing e'e'"'11��"" 9` z b a S � - ltl3,o S[SVi "'[FISVI ernss,v J� mm 79,n Plsw q 181 si PISW ? g �WhtSf ,a�ndssw sxhp Pines t United States a "� Pick-n-Pull9 1 evre PI sw - e.ln s, sw Postal Service f/ £ SeaviewPark Lynni Off Ieash g ,esmssw `16 acmgsy s' 155mPi Dog Area ,e,:ms,ew Mel and Mia's m ,ssw Arirang Kota n - z a e BBQ LynnvJa'od Seaview i iATns'a""' s ' Emerald City lascnPlsv/ Ell emenitary School E P E R R I INV I L L E * Harley-Davidson8q ty m 1811th St SW "at51 SW Petsma111 / . ` 'g ' Lynndale Park 3 F9In Plsw { v i ,swn Pl sy, g < Picnic Shelter ,avµ < i �5ry .� a Y90th 51 SlY Q4� f � 1@Rh Gtlsw m `•. `j e F $(a Park Lyp 19[M St SlN Palk waY 'ell Daleway Park �P' 4Coslcebusiness center 19a1.d 5[Sw FletarSchool 97ssrsw Kati Wm 1tl1- 5 `¢ l i':nd Sl EW 147nd P SlY H.bbyl_iabbyllp m ,a�aPrsw ,oyd �sw gsw . VMAP NTS (E) GRADE �(E) GARAGES A . '! +30, � i � (E) HOUSE 315.4 (E)ROOF ' r E FP CHIMNEY ' (E) COLUMN TO I I I � I I I I Q n 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. I I I I I I � / I / I I I I D ,C" 00 I +311 995 I COI APPROVED BY PLANNIN 7 Sep 23 2022 Alterations to nonconforml front porch meet ECDC 17.40.020.D.1 and do not increase the nonconformit BE REMOVED .............: ^ /i Irlrl l/1I V1 r1 ran Irt n IAN/ I _ `L�VVI VV. r VI \VI I 'I (E) COLUMN TO OWNER TEKLU TSIGEREDA 7423 179TH ST SW, EDMONDS, WA 98026 SITE ADDRESS 7423 179TH ST SW, EDMONDS, WA 98026 PARCEL ID # 00473700001500 179TH ST SW SITE f=L/2sliN SCALE 1 " = 10.00' O IO 20 40 REVISION Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0719 FIELD CHANGE 7/23/22 ENTRY COLUMN AND ROOF AREVISED PER COMMENT 9/05/22 SHEET AO OF Al 20028 GENERAL CODE PLANS COMPLY WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE. drafting draftnw@gmailxoor 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 %6" A.P.A. RATED SHEATHING. SPAN RATING z%. 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 ENERGY C 201E 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 CA A \A/A nOnnf` 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 N � o co VJ U) Z 0 Z �M O U N 0 O 0 w N W�00 VJ U J W co N 0 O [-- tiw J W 0 0 G ui 0 W U) c� 0 0- 00 0— Document date: 02/18/2021 Document Phase: FOR PERMIT FIELD CHANGE 7/23/22 ENTRY COLUMN AND ROOF AREVISED PER a COMMENT 9/05/22 tEVISION Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT OF Ala 20028 FI draftin draftnw@gmaifxoor 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 I RC TABLE M1505.4.4 1 Kitchen Minimum 100 cfm Intermittent, 30 cfm Continuous (I RC TABLE M1505.4.4(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 er I RC section M1503.6 All fans to vent to outside. All other requirements of the 2018 WSEC and the WSBC amdenments to 2018 1 RC section M1505 must be met. ALARM SCHEDULE 2018 IRC SECTIONS R314 & R315 SYMBOL DESCRIPTION REQUIREMENTS Smoke *110 V interconnected w/ battery backup. SA 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 OTY WIDTH HEIGHT AREA ENTRY EXEMPT SWING DR 24 S.F. MAX. 0.48 1 3.00 6.67 EXEMPT WINDOW 15 S.F. MAX. 0.48 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 DOOR 1 0.48 1 2.67 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 1 6.00 4.00 KITCHEN SLIDER 0.28 1 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 ISLIDER 0.28 1 2.00 3.00 W.I.0 ISLIDER 0.28 1 1 4.00 1 3.00 SUM OF AREA AND UA: AREA WEIGHTED U = UA/AREA: OVERHEAD GLAZING ROOM TY P F MASTER BATH SKYLIGHT 0.50 1 2.00 4.00 SKYLIGHT 0.50 SKYLIGHT 0.50 SKYLI GHT 0.50 SKYLIGHT 1 0.50 SKYLIGHT 1 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 all glazing above) OVERHEAD GLAZING IN UNHEATED SPACES 20.01 9.00 29.0 147.81 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 24.001 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 1 11 111 1 11 1 11 111 111 1 11 1 11 11 11 ROOM TYPE DESCRIPTION U-VAL QTY WIDTH HEIGHT AREA SKYLI GHT I0.00 SKYLI GHT 0.00 SUM OF OVERHEAD GLAZING IN UNHEATED SPACES: 0.00 (not included in sum of all glazing above) 2015 lNSF-O AND SOHF_17ULE-S SCALE: NOT TO SCALE 0.50 WHOLE -HOUSE MECHANICAL VENTILATION (PRESCRIPTIVE) WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED I N ACCORDANCE WITH SEC11ONS 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) 0 WHOLE -HOUSE VENTILATION SYSTEM, BALANCED (Ml505.4.1.4 ❑ WHOLE -HOUSE VENTILATION USING FURNACE INTEGRATED SUPPLY (Ml505.4.1.5) MECHANICAL VENTILATION AIRFLOW RATE PER EQUATION 15-1 (M1505.4.3) EA49 CFM (CONTINUOUS) VENTILATION QUALITY ADJUSTMENT PER EQUATION 15-2 (Ml505.4.3.1) 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 g8.49 CFM (CONTINUOUS) INTERMITTENT OFF OPERATION (M1505.4.3.2) RUN-T 1 ME % IN EACH 4-HOUR SEGMENT ❑ 50 PERCENT ❑ 66 PERCEI NT 0 75 PERCENT ❑ 100 PERCENT I NTE RM I TTE NT F LOW RATE CFM (CONTINUOUS) 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-21Interior 0.042 8097 340.07 R-10 Continuous exterior 0.064 Other: Slab Below Grade F-factor X Length = UA R-5 Thermal brk sl edge 0.57 182 103.74 Other: Slab on Grade F-factor 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 OPTIONAL NON-STRUCTURAL 24 GAUGE FLASHING EDGE ON GUY NIRE DESIGN SELF -ADHERED MEMBRAN3=l (BY OTHERS) / / 24 GAUGE FLASHING N/ HEMMED DRIP EDGE ON SELF -ADHERED MEMBRANE PT FACIA GACO WATER / 2X SOLID PROOFING BLOCK I NO / / DBL 2X12 HF#2 RAFTERS (g) 24" O.G. RIPPED TO SLOPE 2" HI EA RAFTER AIR L EAKAG E Components of the building thermal envelope as listed in TABLE R402.4.1.1 shall be installed per manufacturer's specifications to limit air leakage rate to not exceed 5 air changes per hour (ACH) AIR LEAKAGE CALCULATION (maximum blower test CFIV>) CFM,"., ACTUAL Bim&er test result maximum ACH CFM50- 1c = BLDG VOL (fi') X 5 ACH 60 min = 2417 cfm 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-Factorh Ceiling Wood Frame Wallg h Floor Below Grade Wall` r' Slab' R-Value & Depth R-Valuea U-Factora 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 ft n/a For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. Table R402.1.1 footnotes included on Sheet Al. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number 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 greater than 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. V1 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 0 3 Electric resistance heat only - furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 El 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 Leaka e 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 El 3.4 High 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 El 5.2 Efficient Water Heati ng 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heati ng 2.0 ❑ 5.6 Efficient Water Heati ng 2.5 ❑ 6.1 Renewable Electric Energy 3 credits max 1 11200 kwh ❑ 7A Appliance Package 0.5 0 Total Credits 1.5 LUS212 I N\/ERI P.T. 2x12 LEDGER w/ (2) - ROWS Na" x3 s/a" LEDGER LOCK SCREWS OR APPROVED EQUAL 8" O.G. STAGGERED 2 EXISTING PORCH SLAB O cV HEADER/RIM JOIST OR 4X SOLID BACKER 56"M0.5" GLB BEAM N/ ECC66 &X6 PT &X& PT GBSQ66-SD52 POST BASE EVISED PLAN APPROVED CITY F EDMONDS BUILDING DIVISION BUILDING OFFICIAL Oct 03 2022 APPROVED DATE IOd 6" O.0 WRAP &X& _ TO 15X24 COLUMN 2'-O" d d d d.. n A. d. C d• C. d dC 4. d d d C d 24"x24"x 12 "T MIN. FTG N/ (3)#4 E/N ORIGINAL UNDISTURBED SOIL ENTRY* SEOT I ON SCALE: 1" = 1'-0" EXISTING ROOF FRAMING -- S I MPSON L550 EACH SIDE OF COLUMN SIMPSON L550 TOP $ BOTTOM 2X PLATE TOP $ BOTTOM HEADER/RI M IJO I ST OR 4X SOLID BACKER �1 //(E)MAIN / /FLOOR AND 7MIN6 REVISION Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N o co v! M w� Z � 0 O ti Z �O C G U N 0 O ti LI J LLI N LLJ 00 M w J W co - C) ti LLI J LIJ 0 O G �L' U 1..1� 0 ��LI v! c� O W 0- � O 0- Document date: 02/18/2021 Document Phase: FOR PERMIT FIELD CHANGE 1 7/23/22 ENTRY COLUMN AND ROOF AREVISED PER a COMMENT 9/05/22 SHEET A2 OF Al 20028 lY4" dia. MIN. HANDRAIL, NOTE: SPAGING 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.rt.7.3) � DBL JST.@ FLR. BELOW HANDRAILS PER I.R.G. R311.7.7 BALUSTERS TO GONFORM TO I.R.G. R312.3 J. z 36" MIN. STAIRWAY WIDTH PER I.R.G. 311.7.1 w 4X10 DF2 10'' MIN. @ LAND I NG TREAD BELOW 57A I R, INSTALL Y2" G.W.B. ctU GE I L I NG $ WALLS T\' (4)2X12 STRINGERS F I RE BLK'G @ MID -SPAN 7177 7 L NOTE: GREATEST AND LEAST TREAD $ RISER SHALL NOT VARY MORE THAN 3/a" (PER I.R.G. R311.7.4.1 $ R311.7.4.2) MAIN INTERIOR STA I R SCALE: 1" = 1'-0" Y2 GI7X /OSB SHEATHING NAILED vw/ 5d NAILS @ 4" O.G. $ SUPPORTED PANEL EDGES ROOFING MATERIAL TO MATCH (E) OVER FELT PAPER PER PLAN Sd NAILS @ 4" O.G. (SHTG. TO BIRD BLK'(5) CONT. METAL GUTTER OVER FASCIA BOARD TO MATCH (E) OVERHANG PER PLAN GO�/ERED DEGK ROOF `0 SCALE: 1" = 1'-0" �--7RU55 PER PLAN SIMPSON HI CLIP @ EACH TRUSS - L550 (§ 24" O.G. BEAM PER PLAN RAILING kv CONNECTION L7 PER MANUF. SPEG5. OPTIONAL TRIM BEAM PER PLAN 2x STUD WALL PER PLAN )2" G.D.X. PLYWOOD SHEATHING — (2) LAYERS OF GRADE 'D' — BUILDIN6 PAPER, WEATHER RE5I5TANT BARRIER CORROSION RESISTANT — (6ALVANIZED) METAL LATH ADHERED LIGHTWEIGHT 5TONE — VENEER, STYLE PER PLAN TYPE "N" MORTAR JOINT TYPE "N" MORTAR SEATIN6 BED 26 6A. GALVANIZED GORRO5I ON RESISTANT WEEP SCREENED 4" MINIMUM (5GREENED TO GRADE) 2" MINIMUM (SCREENED TO PAVEMENT) FOUNDATION HALL PER PLAN OPTIONAL VENEER BELOW GRADE CONDITION — P.T. PLYWOOD GONG. NAIL TO FND. WALL 36 " GABLE RAILING SYSTEM BY OTHERS, ATTACH TO EXTERIOR SIDE OF DEGK, TYP I GAL FLOOR SHEATHING NAILING @ 6" MAX. O.G. TO JOI57 w/ TENSION TIE NOTE: LEDGER, DECKI NG/J5T5. 4 HANGERS PER PLAN YS" WEEP GROOVE — 24" O.G. FLASHING OVER TOP OF LEDGER )/2" HOT -DIPPED GALVANIZED OR STAINLE55 STEEL LA& SCREWS (2 LAYERS) @ 16" O.G. PLACE BETWEEN 2" $ 5" FROM END5 $ 5TA66ER @ 2" FROM TOP $ 2" FROM BOTTOM. TIP OF LAG SCREWS TO FULLY EXTEND BEYOND INSIDE FACE OF RIM J015T. DEGK 4 TENSION TIES DF-TA I L 50ALE: 1" = 1'-0" ADHERED L I GHTY4F_ 1 GHT VPNEER % SCALE: 1 1/2" = 1'-0" tY4" dia. MIN. HANDRAIL, NOTE: SPAGING BETWEEN INTERMEDIATE GONTI NUOUS FOR FULL GUARIDRA I L MEMBERS TO BE SUCH THAT LENGTH OF 57AIR A SPHERE OF 4" dia. SHALL NOT PASS (NOTE: HANDRAIL GRIP j THROUGH ANY OPENING SIZE PER I.R.G. SIMPSON A35 @ EA. SIDE R311.7.8.3) / OR L570 ON ONE SIDE HANDRAILS PER I.R.G. R511.7.5 BALUSTERS TO CONFORM TO I.R.G. R312.3 �D x �i 36" MIN. STAIRWAY 4 WIDTH PER I.R.G. 311.7.1 BEAM PER W = PLAN > 10" MIN. 0.1 M TREAD P.T. 2x4 THRUST - BLOCK W/ GAL\/. 1(od GONG. NAILS @ 6" O.G. �— 1 WERI OR STAIR SCALE: 1" = 1'-0" BELOW STAIR, N5TALL Y2" x G.W.B. @ GE I L I NG 4 WALLS (5) P.T. 2x12 57RIN6ERS NOTE: DELETE P.T. WHERE OK'D BY BLD'G I N5PECTOR, USE NERVASTRAL BARRIER BTW. 5TRIN6ER $ 5LAB \-- F I RE BLK'G @ MID -SPAN 7 NOTE: GREATEST AND LEAST TREAD $ R15ER SHALL NOT VARY MORE THAN 3/a" (PER I.R.G. R311.7.5.1 R311.7.5.2) SLAB ROOF FF PER PLa 2X BLOCKING (P N JOIST W/ (5) I bd N BLOCK TO JOIST REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION /�eAi� �oox /e�c� BUILDING OFFICIAL Oct 03 2022 APPROVED DATE RAILING (§ 56" A.F.F. w/ PICKETS OR GABLES SPAGED AS NOT TO ALLOW A 4" dia. SPHERE TO PA55 THROUGH. GUARDRAILS TO RESIST 200 LB5 $ I N-FILL GOMPONENTS MUST RESIST 50 FSF 2x HF#2 OR MIN. I "xa Y2" L.V.L. RIM J5T. z <t 1 5/a" MIN. 5" MAX. COLUMN PER PLAN EXI5ITIN(5 (E) SLAB ON GRADE d III II G d11 0- #4 BAR @ 15" j O.G. EACH WAY 1.1 d.4 I I 1 / II fl / II m v 91 I-��- d UNDISTURBED I `--4-'� - FLR. JOISTS PER PLAN SOIL 8 NOTE: AT 51 MPSON TIE, 2x OR L.V.L. PER PLAN EXI5TINCG WALL AND NEE FOOT I N& DETAIL FLOOR FRAMING SCALE: I I O NOTE: TYPICAL 07") FLASHING - INSTALL S I D I N6 PER MANUF. SPECS. - DO NOT NAIL TRIM OR FLASHING THROUGH WINDOW FLANGE - REPAIR OR REPLAGE WINDOW IF FLANGE BREAKS - CAULK ALL SEAMS, JO I NTS $ GORNERS OF FLASH I NG - SLOPE ALL FLASHING AWAY FROM THE BUILDING WINDOW PER PLAN V SGHEDULE SHIM AS NEEDEDLl o SEALANT TRIM PER ELEVATIONS BUILDING PAPER OVER FLASHING FLANGE "Z" FLASHING PER MANUF. SPEGS. 2x6 STUD WALL, BATT INSULATION @ SIDING PER PLAN TYP I G/AL 1V11 NDOI�I SILL SCALE: 3" = P-O" VARIES BUILDING PAPER - OVER FLA5HIN6 FLANGE "Z" FLASHING PER MANUF. SPEGS. — I x TRIM, EXTENDED I"BEYOND WALL TRIM PER — FINISH ELEVATIONS —Ix4 WOOD TRIM VARI E5 m TYP. "Z" FLASHING SEALANT SHIM AS NEEDED — WINDOW PER PLAN ff SGHEDULE REBARS PER PLAN --I SOLATEL7 F0071 N6 PER PLAN 2x6 STUD WALL, BATT INSULATION SIDING PER PLAN 4x WINDOW HEADER PER PLAN FILL GAVITY @ HEADER w/ R-10 RIGID INSULATION Ix TRIM Ix TRIM, EXTENDED I "BEYOND WALL FINISH TYP I GAL N I NDO' N HEADF_R v / SCALE: B" = 1'-0" n v -.ONTI NUOU5 BLOCKING 3) IOd NAILS /SHEATHING Oil ERFRAMED TRUSS lO SCALD N75 � S I MPSON EGG66 COLUMN CAP P.T. 6x6 - POST ® 24" OG DIAGONAL BRACE > OG W/ (5) 1(od NAILS END — Cap 45" OG Al (2) NAILS EA END TINUOU5 2X4 TRIM FIRM BRAG I NG ^ A RAILING NOT SHOWN FOR CLARITY P.T. 6x12 1:;>F#2 o It 4�0 N 3" EXTEN51ON AT THE HOOK 2V2" EXTENSION AT THE HOOK Y2" GLR FROM MPBZ) '5)#4 VERTICAL W/ O" HOOK @ =00T1 NG 1 A•i' - - I' #4 HORIZONTAL r%� \�Y TIES @) 5" Or,, 1 ° SQUARE AND DIAMOND SHAPED TIES (5) TOTAL 51 MPSON MPB66Z COLUMN BASE COLUMN E35 GONNGTlON POST GAP EGG/GG66 EPG6Z/PG1 INVERTED 2x WOOD TR PER PLAN (OPTIONAL) PO57 GAP EGG/GG66 KNEE BRAG I NG NOT SHOWN EPG6Z/PG INVERTED 2x WOOD TP PER PLAN (OPTIONAL) P057 GAP EGG/GG66 KNEE BRAG I NG NOT SHOWN r� \ TRUSS PER PLAN SIMPSON HI CLIP � EACH TRUSS L550 @ 24'' O.G. 'O� BEAM PER PLAN 'T 6X6 COLUMN GEDAR WRAP BASE TRIM JOIST PER PLAN LAN 'T 6X6 COLUMN GEDAR WRAP BASE TRIM J0157 PER PLAN LAN PT 6X6 COLUMN 51 MPSON MPB66Z COLUMN BASE (5)#4 HORIZONTAL TIES cg) 3'O.G. SQUARE AND D I AMOND ''\� FINISH GRADE \\\\ d1.1 d 11 ,fE__�___q__�1 I a ;Y /MINIMUM SIZEII \ \ 11 PLINTH IS xI5 i O ° �1 \ (5)#4 VERTICAL W/ - . -- / // 10" HOOK ° a ,FOOTI N6 Tr---------�1 4 t ,II II d \ \ 4. . \\/ FOOTING m v PER PLAN 50ALE: NTS NEW DEGK FOOT I N6 DETAIL 4 ROOF DETA I L A SCALE: NTS RAILING NOT SHOWN FOR CLARITY 36" GABLE RAILING SYSTEM BY OTHERS, ATTACH TO EXTERIOR IMPSON GG66 SIDE OF DEGK, TYPICAL COLUMN G�4P P.T. 6x I O OR U &XI2 PER PLAN RAILING @ 36" A.F.F. w/ PIGKET5 OR GABLES SPAGED A5 NOT TO z Z C ALLOW A 4" dia. _ v SPHERE TO PASS m N THROUGH. 0 y C GUARDRAILS TO p RESIST 200 LB5 $ IN -FILL GOMPONENTS LJ MUST RESIST 50 P5F O 0 (V 2x6 DEGKING o 51 MPSON U2 12 �JOI5T HANGERS 21_OII P.T. 6X6 W/ 5/411 dia. 21_O11 P.T. 6x6 w/ E/4" dia. LAG SCREW @) E,ACH L LAO SCREW @ EACH END W/ 4" END W/ 4" PENE7RA71 ON INTO P.T. 6x6 PENETRATION INTO ALL LAG SCREW AND SEAM COLUMN POST SEAM COLUMN FASTENERS SHALL E3E ZMAX HOT DIPPED C7ALVAN I ZED (G18E) OR STAINLESS STEEL. r_jj` l KNEE 5RAGE DF-TA I L 5GALE: NT5 RAILING GONNEGTION PER MANUF. 2x DEGK JOISTS, SPECS. PER PLAN TRIM BEAM PER PLAN (OPTIONAL) (TOP FLUSH) FRAMING FND. DIM. RAILIN(5 DETAIL 50ALE: 1" = 1'-0" drafting draftnw@gmaiLrom N O 00 v! Q v! Z � 0 O Z �O G U N 0 O ti W 0 W N W�00 U v! U 0 0 W J � 2i Woo co I` W J W 0 O G NW L.L W U) c� O W 0- � O CD L.L 0- Document date: 02/18/2021 Document Phase: FOR PERMIT FIELD CHANGE 1 7/23/22 ENTRY COLUMN AND ROOF — REVISED PER COMMENT 9/05/22 REVISION Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A3 OF Al 20028 drafting draftnw@gmaiLrom 19 w (3=)2al-011 �)�OUNDATION PLAN Fil Fil Fil 10-1 Fil Fil ■ ■ 19 w or 50ALE: 1/4" = 1'-0" REVISION Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (0 N O � O � Q z 0 O ti Z �O CV)� U CV 0 O � ti W Q 0 W O. N W �00 d7 (D U) vJ D cy) b W J co � Woo O F.— tiw J W 0 O 75 W ry 0 W U) c� O WW I O CDry n n Document date: 02/18/2021 Document Phase: FOR PERMIT FIELD CHANGE 1 7/23/22 ENTRY COLUMN AND ROOF A REVISED PER COMMENT 9/05/22 SHEET A4 OF Al 20028 Adfting "­ draftnw@gmail.cot, (E) f I o I N ' o o O o (E) LIVIN& o 00 CO 0 Q N Lu 0 ti Z Q �O I uP U N O p I� ti W I W DN o I � / L.L CN W CD UCO rn m I� U w (E) KITCHEN A� � � � U) O I I I J co 2i W G Lorol CD w I IE m � JI I w O CC G �WJI-11 11 11 11 11 L.L p I E D E 0 K W I , v / c� O o Mun 0- 12) CDO o (E) I -CAR GAfiZA67E � UTIL o �p Document date: 02/18/2021 W I � Document Phase: FOR PERMIT A- Fl/E2/D CHANGE (E)6030PIG (E)30305L ENTRY COLUMN AND ROOF i REVISED PER 3-COMMENT i I 9/05/22 i REVISION Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FAIN FLOORFRAtvflNO FLOOR SGALE: I/4" = I'-O" SGALE: I/4" = I'-O" RESU B Sep 15 2022 S H E E T CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT OF Ala 20028 (�)�iZ�� SUMM�iZY LOWER FLOOR: 1332 S.F. MAIN FLOOR: 1486 S.F. UPPER FLOOR: 1323 S.F. TOTAL FINISHED AREA: �## GARAGE AREA: 3�2 S.F. Adfting "­ draftnw@gmail.cot, (E) 2� -O (E) GABLE END I I W I I I I I I I I I N o G I o (W BEDRM 4 I I (W BEPRM 5 o > 00 ° w W I O7 I .� , Q I II tiz CV)� U N - -- I O W ' o I I a o ' w ® , O w DN. O � w W O N O I w�CD w C� U) E BA "� U)�Q I Cn I O w , ^ W o o II��z I , W w o 0 co 0 I wNo N O I­tiw Z MSTR BA ' o iI ' I R- ' I , (E) MSTR BED J W 0 o 0 W 0 m w i C w ' G ' mow// R�5 W I I I v / " 0- 0 0 I Document date: t� 02/18/2021 Document Phase: ' FOR PERMIT I ------__--- WALL BELOW FELD CHANGE ROOF BELOW (E) GABLE END I 7/23/22 ENTRY COLUMN AND ROOF A REVISED PER COMMENT 9/05/22 REVISION Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT UFFER FLOOR FRAt*vl I NO ("_)UFFER FLOOR ROOF S I NO 50ALE: 1/4" = 1'-0" 50ALE: 1/4" = 1'-0" 50ALE: 1/4" = 1'-0" RESU B Sep 15 2022 S H E E T CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT A6 OF Ala v 20028 (E)2lri'-O" (E) 2�'-O" drafting I draftnw@gmaiLrom I (E) SL AEA ON CGR,4DE 'rd�llhffi L__—J ' 24"0 I G I �13 � SLAB ON CGRADE I I A F4" 24"0 I I (E) SL AEA ON GRADF_ 24'0 I I I FOOTING 50HEPULE 1500 PSF SOIL BEARING GAPAG I TY SYMBOL SIZE AND REBAR 36 � 36 "SaRx 12 "T GONG. FT6. w/ #4 9 7" O.G. e/w. (5)MIN 50,10 30 "SaRx 12 "T ■ GONG. FT6. w/ #4 (g -7" O.G. e/w. (4) MIN. 24" * 24"SaRx 10 "T GONG. FT6. ■ vw/ #4 9 8" O.G. e/vw. (3) MIN. 24" 0 24"5QRx 16 "T GONG. FT6. w/ #4 (9 8" O.G. elm (5) MIN. - - - - - - - - - J L - - - - - - - - - - - - - - - - - - - - - - - , I I I I I n- - - - - - - - - - - - - II II II II II II II II II II I I I I I 2'— 1 0" II II II I FOI I I I I 3611 I 24" I I c---- --- t7 -- A3 ��---- C--- fi4 cV I I L__I J TYP. I I I LJ. �II 24 1# m II 24 0 I_ I_ CLZ Z-- _ I —S I I I � I GI I I JL = I I I I ON G �F I II - II II II II � II 113011� II I I I I I I I I I I 10 I-2II � 1_ II I II I -5 I I 12 I-1II I I I cV I I I II I II I Pot I 0 I I it r---,24"* I ------ ------ --------4— I I r II - I L— —J r-1fi—, I� I I I \ LiI �712411N� C-------------�- II II I I I ■ I L____J I II Ij L---J 1 124''� I IL_----------- _� IL------------ —� ` IF------------ - -------J F_- II I I � I II II I I II I I I I LL� t I I I II II II f I I I I I I I I I II II II II II II r I I I I I I I I I I I I I I I I I I II II II II II II II LL I I I I I I I I I I I I I I J L I I I I I I Ir =�—�—�—�—�-- �—�—�—�—�—�—�—�—� =_____---------, I I I I I I I I I I I I I I I I I I I I I LE&E lr I I I I I I I I (E) FOUNDATION TO REMAIN I I I I I NEW FOUNDATION I I I I I I L— — — — — — — — — — — -- FOUNDATION PLAN 50ALE: 1/4" = 1'-O" r---1 I I 4I 30"* I I ■ I I l I (E) I I L--J I I a� r N O N i 0 I Jj LU FOUNZ�AT I ON NOTE5 : I. GONTRAGTOR SHALL VERIFY ALL NOTES, DIMENSIONS $ CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FOOTINGS TO REST ON UND 1 STURBED SOIL. 3. ALL WOOD IN GONTAGT WITH GONGRETE TO BE PRESSURE TREATED. 4. SOFFIT, VENT 4 INSULATE CANTILEVERED AREAS. 5. STEP FOUNDATION PER SITE GOND I TI ONS. 6. 1,500 P.S.F. ASSUMED SOIL BEARING GAPAGITY SHALL BE VERIFIED IN FIELD. 7. SEE SHEET Al FOR ADDITIONAL NOTES. 5. SEE SHEET A2 FOR FOUNDATION VENTILATION GALGULATION. REVISED PLAN APPROVED CITY OF EDMONDS BUII DING DIVISION 4%Pl� J616001K�1�& BUILDING OFFICIAL Oct 03 2022 x,,,LE, APPROVED DATE = 1'-O" REVISION Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C� N 0"' r>n V/ VJ Z � 0 O T---O U CV O W 0 W O. N W�00 d7 U) U/ - " Ui U) J U who co U F.— ti W J W 0 O 2 'LU li W v / cU O W 0- O O � U 0— Document date: 02/18/2021 Document Phase: I FOR PERMIT FIELD CHANGE I 7/23/22 ENTRY COLUMN AND ROOF A REVISED PER COMMENT 9/05/22 SH EET A8 OF Al 20028 (E) 2cil-011 drafting 1 draftnw@gmaiLronr G A13 REVISED PLAN APPROVED CITY OF EDMONDS BOIL DING DIVISION /CCLlo o x lkll( lal BUILDING OFFICIAL Oct 03 2022 APPROVED DATE 5EAM 50HE17ULE PLAN VIEW DE50RIPTION 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 HANSOM f51MP50W 2X12 - THAG215 2X10 - =210 440 - HUG410 2X12 4X4 2x STAIR ff LND(5 FRAM I N6 PLAN SCALE: 1/4" = 1'-0" MAIN FLOOR FRAMIN(3 PLAN 50ALE: 1/4" = 1'-0" LU525-2Z NEW COL 6x6 PT W/ CC66 TYP 62X6 FT L W/ CC66 6x6CO FTFL W/ CC66 6x6FTFL W/ CC66 M 51 NEN CI 6X6 PT L W/ CC66 TOP FLUSH BEAM NEW FULL HT SOLID BLOCKING 0 UA ALARM SCHEDULE MIS IRC MCWNS R314 & R3% SYMBOL DESCRIPTION REQUIRE MEWS Smoke :11O V inCrconrected W bsflery bstlrW. O Alarm Insla9etl m each Mor, in each sleeping area and o tsi@ each separa@ sleeping area. Inelelled not lessthan 3 fl 4om Me floor of a bath Wlich cortains a flub or shover mlma riffs pre ents pla¢ment in a ragwad location. `Lielerl l n acoordance vAh ILL 217 and to com WIh NFPAT2. Combiretion `�ne9sAetl m each floor, outsitle of each separale slceping smoke n the immad'�ale Mcinitr of one bedroom; and in e Warm& bedroomthatcontarea bes firepk-in the bedroom or Carbon atjacentbalhmom. Moo odd. `Smoke alam ragwernen6 sh per ove. Warm `Combirel'wn smoke&carburn—Adealermsliaedin cordance Wth U L 217 & ILL 2034. 3'-0" _2 2 9 w q. m O iu O !Y O 13 O (3 rIL W FLOOR FRAM I N& NOTF.5: I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS $ CONDITIONS PRIOR TO CONSTRUCTION. 2. ALL FLOOR JOISTS TO BE 2x12 HF#2 @ 16" 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 WALLS ARE SHADED. 5. PLUMBING AND MECHANICAL FIXTURES ARE DASHED. Cf. ■ INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 10. ALL WOOD IN CONTACT W 1 TH CONCRETE TO BE PRESSURE TREATED. 11. SEE SHEET Al FOR ADDITIONAL NOTES. 5'-2 " 5'-0" I 2 3 4 5 UP 14R ll`I A3I� TYP 36" GUARD RAIL OPEN BO /E 2465 PA 3 SA GM �)A cV 266i "x60" 5ft 50NU5 RM O i O 31= DN 14R 14 c.m. s.a. 41_/ II 2 RCS R$S__ 2465 PER U � U I i 5'-0" 45, REFER. U LLI o FANTR) lu 5 SHELVES M?I N FLOOR PLAN 15'-6" U 4'—O" r-----� I I I 1 I I 1 I lQ T I I I I I I 50ALE: 1/4" = 1'-0" FLOOR PLAN N07F-5: 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS 4 GOND I TI ONS PRIOR TO CONSTRUCTION. 2. WINDOWS $ DOORS ARE SHOWN 4 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. ■ INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O. 7. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. R303.7 FOR INTERIOR STAIRWAYS AND R303.5 FOR EXTERIOR STAIRWAYS. 5. SEE SHEET Al FOR ADDITIONAL NOTES. Q. SEE SHEET A2 FOR VENTILATION AND ALARM SCHEDULES. 2665 2R (E) 4'-011 ::,HF_N y 2'-(o (E) 2 � 0) ( MUDlu 2565 PD 0 O� ( UTI L ;, o �I m U II w Q (E)30305L 36" GUARD RAIL RAILING (g) 36" A.F.F. w/ PICKETS SPAGED AS NOT TO ALLOW A 4" d1o. SPHERE TO PASS THROUGH. GUARDRAILS TO RESIST 200 LBS $ IN -FILL COMPONENTS MUST RESIST 50 PSF (T)"P I GAL) . 36" GUARD RAIL Y REVISION Sep 15 2022 CITY OF EDMONDS EVELOPMENT SERVICES DEPARTMENT (E)AREA SUMMAR LOWER FLOOR: ######### MAIN FLOOR: ######### UPPER FLOOR: ######### TOTAL FINISHED AREA: ### GARAGE AREA: ######## MEGH AREA: ####### RESUB Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N co � I V J CO z 0 U Z �O CO 2i U N 0 O lt W Q 0 w N W�00 d7 U) VJ U Ui 1 �� U) C) w J o U who co 2i CD I-- ti W Document date: 02/18/2021 Document Phase: FOR PERMIT FIELD CHANGE 1 7/23/22 ENTRY COLUMN AND ROOF AREVISED PER a COMMENT 9/05/22 SHEET A9 OF Al 20028 (E) 21�f'-O" id r'#ah7yf tinn , 11 , draftnw@gmaiLronr BEAM 50HM7 ULE PLAN VIEW DESCRIPTION - - DROPPED BEAM DESIGNATED ON FLOOR PLANS. DROPPED BEAM DES 1 GNATED ON FRAMING PLANS. FLUSH AND TOP FLUSH BEAM DESI6NATED ON FRAMING PLANS. UPSET BEAM DESIGNATED ON FRAMING PLANS. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION /CCIP4 J6160o0r,LI�16( BUILDING OFFICIAL Oct 03 2022 APPROVED DATE I 7 I I I I UPPER FLOOR I NO PLAN SCALE: 1/411 = I'-0" 11 _U5H BEAM TYP ;IMP50N LU5210 :MAX J015T (ANGER HOT -DIPPED 6AL)/ANIZED OR 5TAINLE55 5TEEL LAG 50REW5 (2 LAYER5) ® 16" O.G. PLACE BETHEEN 2" 4 5" FROM EN05 8 5TA6GER ® 2" FROM TOP 4 2" FROM BOTTOM. TIP OF LA& 50REW5 TO FULLY EXTEND BEYOND IN51DE FACE OF RIM J015T. MAX WALL 5HEATHIN& THI0KNE55 15'%2" I I I I I I I I I� �I I� �I I I I I � I I N I I SA trn (E) a is (E) (E) I 2 3 4 5 6 T `C Q � L- d A13 O a m K 10 ttl � u SA GM LU Of=rN 12 LL15 � O Q 14 DN - 14R 1 1I 5I_Q" Ll (E) 2468 O"x4 $A 2 2611 11 I cn 2040 SKYLIGHT OW R A� J � SA 13 A WC O N w 28"x60" FREE- STANDING TUB® 246 MA5TER o 2665 -A 40"x48" m 2040 SKYLIGHT - O SHOWER o �t o 2468PD SHELVES SHELVES 0 L— — — — — — — — — — — — — — — — — — — J $ 5 RCS I- 151-6" I (E) 2c1'—OII FLOOR FRAM I N6 NOTE5 : 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 BLOGKIN6 (D ALL PLUMBING PENETRATIONS. 7. BEARING WALLS ARE SHADED. 5. PLUMB I NS AND MECHANICAL FIXTURES ARE DASHED. '1. ■ INDICATES 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. I WALL BELOW ROOF BELOW IS (E) E3r=nfiZM 5 (E) (F-) MSTR BF-17 15'-6" ALARM SCHEDULE 21181RC SECTIONS R714&R315 SYMBOL DESCRFI ON FECK FEM13,TS Smoke " 110 V irberconnected W bffiany badap Q ar Nm 'Installed on each floor, in each sleeping am and .dl_hsepaAedeeplrganea InsUlednotlesstltan 3 ft fromthe door of a bath Mich cortains able o,shover uile�Iprevents plawrrertina Clo�ation. "tistetlin n accwA nce w[h 1L217 andto co wdh PFPA 72 SA ClrroirnEon "Installed on Bch floor, outade rd eah separate sleeping S-I. area in the I —late vanity of the beck., and Ina Narm& bedroomtha corrtane a gas fireplace in the be?oomv Carbon a#acenl balhroorn Mmcaide 'S-Jo, alarm regiirenenle per above. Narm `Conn irrdionsndce&-bonno deaarrelialedin ao o darceWth 1L217&L12034 UPPED FLOOR PLAN r1pt'."momer \E% N w " GUARD RAIL DF-GK 36" GUARD RAIL RAILING @ 36" A.F.F. w/ PICKETS SPACED AS NOT TO ALLOW A 4" dia. SPHERE TO PASS THROUGH. 6UARDRA I LS TO RES 1ST 200 LBS $ IN -FILL COMPONENTS MUST RESIST 50 PSF (TYP I GAL). FLOOR PLAN NOTE5: 1. CONTRACTOR SHALL \/ERI FY ALL NOTES, DIMENSIONS $ GONDITIONS PRIOR TO CONSTRUCTION. 2. WINDOWS $ DOORS ARE SHOWN $ NOTED AS NOMINAL SIZES. REVISION 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. Sep 15 2022 CITY OF EDMONDS 6. ■ I ND I GATES PO I NT LOAD SUPPORTED BY (2) STUDS, U.N.O. DEVELOPMENT SERVICES 7. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. R303.7 FOR DEPARTMENT INTERIOR STAIRWAYS AND R303.5 FOR EXTERIOR STAIRWAYS. 5. SEE SHEET Al FOR ADDITIONAL NOTES. 11. SEE SHEET A2 FOR VENTILATION AND ALARM SCHEDULES. RESUB Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N � o �o VJ VJ Z V 0 O T--- O `-,M U CV 0 O � ti W 0 W O. N W�00 U D C) W J � co � WNo O F.— ti W J W 0 O 2 LU L.L 0 (W v ' c� O W 0— O O � 0— Document date: 02/18/2021 Document Phase: FOR PERMIT FIELD CHANGE 7/23/22 ENTRY COLUMN AND ROOF REVISED PER COMMENT 9/05/22 SHEET A10 OF Al 20028 Adfting "­ draftnw@gmai1.cot, (E) REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION f 7771 �iQilJ�%il ,(��i00�t %Q.�G( rs) ��Le >� (E) TRuss w BUILDING OFFICIAL (E) PL TO Oct 03 2022 REMAIN (E) TRU55 APPROVED DATE (E) TRZ5 ' (E) TRU55 ' Q0 ' N (E) TRU55 00 O � O (E) TRU55 Q F O -I - - - (E) TRU55 Z — — — HUGQ410-SD5 �j -- INVERTED (TYP.) 0 Z O () TRU55 ' O cV I SIMPSON M5T040 Q Cn W TOP OF NEW ROOF U N (E) TRU55 BEAM TO EX 1 ST I NG 0 Q O ' NIL I DBL PLATE w I O i I () TRU55 N W A2 �-' ' 5 S I MPSON (E) TRU55 A3 HU0612 2 N N (E) T"5 UJ Q cV 6XI M2 0 -__ -- -- - 6Wei �L W � LL66 � N I . I w��6 NEW POST ' YE�6X6 P.T O i � 1 TOP OF BEAM — >Q 12x12 COL. 0 N ' i TO MATCH (E) ROOF PLATE UPPER _ N iIF I , Q FRAME OVER w� I w J ti z lu 2x6 ®24° o.c. 0 W � � Io T'(PIGAL U.N.O. � C ' 2040 SiG1'LIGHT A3 RingE I W N G I 0 ti w �"� I� ' v o 0 0 NEW POST—S S S I J "' S I MPSON yv EGG66 T K Lu , . I HUC612 W WRAP TO I ..... i Q 12x12 COL. ' 0 I 6 FT �O Yv LR66 — — — 6XI M2 mow/ i L.L ' O NEW RAKE NEP d ;IMPSON MST040 W SIDE OF NEW ROOF ® BEAM TO EXISTING DBL PLATE U_ 0 F_NG 1 NF_F_D TRUSS NOTE: DES I GN REOU I REMENTS SET BY THE TRUSS MANUFACTURER AND ALL DOCUMENTATION SHALL BE AVAILABLE ON S 1 TE FOR THE BUILDING INSPECTOR AT TIME OF INSPECTION. Document date: (E) PL TO 02 18 2021 REMA I N Document Phase: (E) CABLE END FOR PERMIT FIELD CHANGE I 7/23/22 ENTRY COLUMN AND ROOF AREVISED PER COMMENT 9/05/22 REVISION ROOF I NO FLAN Sep 15 2022 A C �T CITY OF EDMONDS SCALE: I�4�� I�-O�� DEVELOPMENT SERVICES DEPARTMENT RESUB Sep 15 2022 SHEET CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Al 1 OF Ala 20028 NEW POST 6X6 P.T W/ � WRAP ®FAR T CORNER OF � - - 18X24 COLUMN 2 -- ' A2 4 � SLOPE 2 A13 � ' � � - �0= NEW POST 6X6 P.T W/ ' WRAP � F TF�ST CORNER OF ISX24 CO - ROOF TO MATCH (E) MAX HT - EL 555.55 �0 EL: 555.55, ACTUAL HT 555.55' -EXISTING ROOF TO REMAIN LAa,gftin draftnw@9mail.com OC�00 - 0000 - - o00 =DO= SIDE KNEE BRACE 01 ON OUTERMOST COLUMNS ONLY 00C�00 - -. W o000 - DODO 0000 - 0000 (3A, UPPER FL �Do MAIN EL HEADER ==OO 51 :3E =DO=O SIDE KNEE BRACE ON OUTERMOST O COLUMNS ONLY dJ - OC�00 - � O MAIN FL - DOOM LOWER PL - 0000 HEADER �Do SIDE KNEE BRACE O ON OUTERMOST 1==F - COLUMNS ONLY _ LOWER FL OCD LEFT ELE\/A71 ON SCALE: 1/4" = 1'-0" REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION /�erpiK 91600x4lal BUILDING OF CIAL Oct 03 2022 APPROVED DATE EXISTING PORGH LEFT ELEVATION SCALE: 1/4" = 1'-0" LEFT ELEVATION SCALE: 1/4" = 1'-0" OUTLINE OF THE EXISTING PORCH (THICK DASHED LINE) A I FI � NEW ROOF TO MATCH (E) SIDE KNEE BRACE ON OUTERMOST O COLUMNS ONLY 1 I 9 w RIGHT ELE\/ATION SCALE: 1/4" = 1'-O" SIDE KNEE BRACE ON OUTERMOST COLUMNS ONLY SIDE KNEE BRACE ON OUTERMOST COLUMNS ONLY NEW SIDIN6 • =e ls■ i� 1�■ li■ li E ai ls■ i� 1�■ ii li■ 1�! ls■ i� i! l�r .; ; -.. PANEL NEW ISx24 COLUMN FI rn ,or--N'� (E)POR(f,oH FRONT ELEVATION SCALE: 1/4" = 1'-0" EXISTING ROOF TO REMA I N N O 00 / \ / \ �J U ^ J (3) co v CD r Z / \ ADHERED NEW 12x12 U N 0 VENEER COLUMN 0 2 LOCATION :. I` W A 710 N-----------------: 0 NEW I5x24 cV PORCH: COLUMN � � NEW 12x12 (E)STEEL COLUMNS COLUMN TO BE REMOVED 2 LOCATION . I—�J / II -7I-0II 1-6" 41-0I' 121-5II i{ —011 .. 'Y PROPOSED -- A I f I /AII — 11 —" FORGH PLAN I PROPOSED PORCH FRONT ELEVATION [ SCALE: 1/411 = 1'-0" NEW ROOF TO MATCH (E) I I I I I I�ililill III■Ilili�ii�l� • I II I■ II71ill III■ Ililill ■I � ■II■�lill III■Ilil�ll■I� . I■ 11_ 11 III■ a--u ■I ■Ililill III■Ililill■I� I■ Iliiill III■ Ililill ■I � MIN ■Ilil\III III■II�Ilill■I �_ -1� --JI IIIEIL�i� 11 MENNEN ■Ilil�iill■I— —� 1 �I�- �II� -JI iil�lili ii•Illl�li EI ■II�L-III■I— —� . I ■ iil—Illi ii•IIII—II —I ■Il�i� ill■I— —� �I—Illi �IIII—II —I ■Ilil� ill■I— —� . ■MENNEN iil—Illi ii•IIII—II —I ■Ilil� ill■I— —� I 1 iil—Illi ii•IIII—II —I 0MENNENIlil�_1111■I— —� . ■ iil—Illi ii•IIII—II —I I■' JI— —� �I—Illi �IIII—II —I liil��l— —� . I , ■ �I—III� ii•IIII—ICI —I d EE GrE Y IIJ W.E 9�A lj AM ®.E W.E 6d U, , 66 W601 0 W 0. co W�� N d7 V u) v! U O who 0 1-- I` W J W 0 0 75 W � o �0 Io - 0 LW 00 0 �J a- � 0 O ry (� [2 0— _ 0 0 0 Document date: 0 02/18/2021 0 0 Document Phase: o FOR PERMIT 0 0 FIELD CHANGE 0 7/23/22 0 ENTRY COLUMN AND ROOF 0 REVISED PER COMMENT 9/05/22 0 o VISION ep 15 2022 _ - ITY OF EDMONDS DE ELOPMENT SERVICES DEPARTMENT O RESUB o Sep 15 2022 _ CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 o s 0 .o Al2 0 o OF Al v 20028 draftin g ,., draftnw@9mad.com O UPPER FL MAIN FL W HEADER O �0 w MAIN FL LOYN ER f l`1 HEADER I LOY�ER FL (E)GRADE BUILDING SEC....TION "A" SCALE: 1/4" = 1'-0" 5UILDINO SEC.710N "B" REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION IrellpIlIr L/00N BUILDING OFFICIAL Oct 03 2022 APPROVED DATE 2X12 PT LEDGER N STRONG -DRIVE 5D525512, 2 LAYERS (§ 5" O.G. INTO EXISTING RIM JOIST OR 4X BLOGKER \ INVERTED HU5212-2 (2)2X12 H1=#2 RAI=TERS (9 24" O.G. RIPPED SLOPE TO )/4:12 \ w SOLID BLOCKING HI (g EA RAI=TER BEAM PER PLAN O UPPER f L T OQP P BEAM O dJ w LOYCR FL (E)GRADE SCALE: 1/4" = P-O" I THEATER RM REVISION Sep 15 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT /\RESUB CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT c� N O � O � Q C6 z O � U ti Z �O U CM U U N ti W Q 0 W L.L.. N W>(0:3) CY) CD cn v ! U) U �rn� w J ti Z U w�p U �__tiw J W 0 0 2 LU ry 0 ��W VJ cU 0 w � � 0 O � U ^^ Document date: 02/18/2021 Document Phase: FOR PERMIT AFIELD CHANGE 7/23/22 ENTRY COLUMN AND ROOF As REVISED PER COMMENT 9/05/22 SHEET A13 OF Al 20028