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REV1 APPROVED BLD2023-0600+Architectural_Plan+12.6.2023_4.42.40_PM+3938669Fr WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER SGALED DIMENSIONS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, GONDITIONS, ETG. PERTAINING TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWIN65. ANY SUGH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK, OR THE GONTRAGTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE COST TO REGTIFY SAME. l LE��T ELEVATION SEE GENERAL NOTES SEE GENERAL NOTES SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-0" MAIN $' I br Tl I A I RI III T711,1/ l..11=I/ W-r - Ir-d dIL,-i1 &H7 L X A ON SEE GENERAL NOTES SCALE: 1/4" = P-0" REVISION Dec 07 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NOTES I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR CEDAR. 2. GAULK AND SEAL ALL WINDOW / DOOR AND EXTERIOR ENVELOPE PENETRATIONS. 5. GLAZING PER STATE ENERGY CODE. 4. SEPERATE PERMITS ARE REQUIRED FOR FENCES, PLUMBING, MEGHANIGAL, AND ELECTRICAL. 5. PROTECTION FROM DEGAY IS REQUIRED FOR ALL WOOD SIDING AND WALL FRAMING LESS THAN 2" ABOVE GONGRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFAGES EXPOSED TO THE WEATHER. 6. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. 7. 5.6. = SAFETY GLASS GENERAL NOTES I. ALL CONSTRUCTION PER APPLIGABLE CODES AND ORDINANCES. 2015 IRC, UPG, ASEC, IFC. 2. VERIFY ALL DIMENSIONS ON JOB SITE. BRING DISGREPANGIES TO THE ATTENTION OF OWNER/ AND/OR DESIGNER. 3. OWNER WILL VERIFY WINDOW SIZES AND MANUFACTURERS) WITH FRAMER BEFORE START OF GONSTRUGTION. 4. ONE WINDOW PER BEDROOM SHALL MEET EGRESS CODE. 5. SKYLIGHT GLAZING PER I.R.G. 2018. 6. TRUSS MANUFACTURER SHALL SUPPLY SHOP DRAWINGS TO CANER AND FRAMER TO REVIEW AND APPROVE BEFORE FABRICATION. 7. OWNER WILL VERIFY ELECTRICAL AND HEAT LAYOUTS WITH INSTALLER BEFORE INSTALLATION. 5005 REGISTERED RC>41=GT K EN LAIRD MANGOLD STATE OF INASHINGTON r ' ^ 00 N N V J M � • M M o 00 ►--+ U o 0 Q z� v J � U � U W z 00 0 0 00 K 111 III II III (i.0 111 oz date : 05-16-23 permit: revisions: 07-12-23 12-06-23 drown KLM checked b� : C7N A O � A�7 CURRENT/2022 I AOOLUOOI REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri.- Co� BUILDING OFFICIAL Dec 07 2023 APPROVED DATE I� 8. ALL EXTERIOR WARM WALLS TO BE 2 x 6 STUDS g 16" O.G. TYPICAL. Fr l I� WRITTEN DIMENSIONS ON THIS DRAWIN6 SHALL HAVE PREGEDENGE OVER 5GALED DIMENSIONS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAININ6 TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR GONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK, OR THE GONTRAGTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE C05T TO RECTIFY SAME. C n C C it OUTDOOR AIR SUPPLY A MECHANICAL SYSTEM SHALL SUPPLY OUTDOOR AIR AS REQUIRED BY 2015 IRG, SECTION M1(bO2 THIS SYSTEM 15 TO BE INTEGRATED WITH THE FORGED AIR HEATIN6 SYSTEM MECHANICAL VENTILATION WHOLE HOUSE VENTILATION SYSTEM PER 2018 IRG, SECTION M1507 COMBINED SOURCE SPEGIFIG FANS INTERSRATED WITH FORGED -AIR HEATIN6 SYSTEM SHEAR NOTE: SEE SHEET A8 FOR SHEAR WALL NAILING SCHEDULE � DETAILS SHEAR LEGEND: PI-6° INDICATES SHEAR WALL ® REFER TO SCHEDULE )E `DENOTES HOLDOWN LOCATION; ® SEE PLAN FOR TYPE ALL EXTERIOR WALLS TO E3E F I -1 SHEAR WALL NA I L I N6 UNLESS NOTES OTHERK SE LEGEND: vy MULTIPLE 2x STUDS (g POINT LOAD (2) 2x TYP. UNLESS NOTED OTHERWISE PT. LD. ^� ABV. 14'-0" 11'-4" 3'- I O" 35'-4" POINT LOAD ABOVE SMOKE DETECTOR IIOV INTERCONNECTED W/ BATTERY BACK-UP CARBON MONOXIDE DETECTOR IIOV INTERCONNECTED W/ BATTERY BACK-UP PER IRG315 SAFETY GLASS VENT TO OUTSIDE FAN - VENT TO OUTSIDE 50 CFM MINIMUM =W GENERAL NOTES I. ALL EXTERIOR WARM WALLS TO BE 2x6 STUDS 16" O.G. TYPICAL, WITH R-21 INSULATION. 2. ALL HEADERS ON MAIN FLOOR TO BE 4x10 DF-L#2 UNLESS NOTED OTHERWISE. 3. PROVIDE SOLID BLOGKIN6 UNDER ALL BEARING WALLS. 4. INLINE FRAMIN6 - SIN6LE TOP PLATE STRAP SPLICES AND CORNERS, EXCEPT AS NOTED FOR SHEAR TRANSFER. 5. ALL GUARDRAILS PER MANUFACTURES SPECS. SUPPORT CAPABLE OF RESISTIN6 A SINSLE CONCENTRATED LOAD OF 200 LBS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP OF RAIL 6. FASTENERS INTO OR IN CONTACT WITH PRESSURE - TREATED OR FIRE-RETARDENT WOOD SHALL BE OF HOT -DIPPED 6ALVANIZED STEEL, STAINLESS STEEL, SILICON, BRONZE, OR COPPER. EXCEPTION - 1/2 INCH DIAMETER OR SREATER STEEL BOLTS. 7. PER IRG R318.1.2, ALL FIELD END GUTS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8. ONE WINDOW PER BEDROOM SHALL MEET ESRESS CODE PER 2018 IRG R310.1 r-I. UNDER ALL PARALLEL BEARINS WALLS, USE DOUBLE JOISTS OR AS NOTED ON PLANS. DOUBLE JOISTS UNDER ALL NON-BEARINS PARALLEL WALLS. 10. EXHAUST FANS LARGER THAN 50GFM MAY BE CONNECTED TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF OF FLEX DUCT IS 5" DIAMETER WITH MAXIMUM RUN OF 15' 11. COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES. 12. WSEG COMPLIANCE CERTIFICATE REQUIRED WITHIN 3' OF ELECTRICAL PANEL. 13. ALL FLASHING TO BE IN COMPLIANCE WITH 2015 IRG, SECTION R703.4. 14. ALL OPENIN65 MADE IN WALLS, FLOORS, OR GEILIN65 FOR THE PASSAGE OF PIPES, STRAINER PLATES ON DRAIN INLETS, TUB WASTE OPENINGS TO CRAWLSPACE, AND METER BOXES TO COMPLY WITH UPC, SECTION 515.1.2 GARAGE NOTES I. 6ARA6E/LIVIN6 SEPARATION, USE NO LESS THAN 5/8" TYPE "X" 6WB WHERE THE SEPARATION IS A FLOOR - CEILIN6 ASSEMBLY, THE STRUCTURE SUPPORTIN6 THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" 6WB OR EQUIVALENT. PER TABLE R302.6 2. WRAP POSTS AND BEAMS W/ 1/2" TYPE "X" 6WB 3. INSULATE ALL WARM WALLS AND GEILIN65 4. DUCTS IN THE SARASE AND DUCTS PENETRATINS THE WALLS OR GEILIN65 SHALL BE CONSTRUCTED OF NO. 26 GAUGE SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE SARASE 5. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE SOLID WOOD DOORS NOT LESS THAN 1-5/8" IN THICKNESS, SOLID OR HONEYCOMB GORE STEEL DOORS NOT LESS THAN-3/8", OR 20-MIN FIRE -RATED DOORS WITH SELF GLOSIN6 HINGES PER 2015 IRG R302.5.1. FIREPLACE NOTES: I. O' GLEARANGE FIREPLACE WITH DIRECT VENT. 2. FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED. 3. FIREPLACES AND STOVES MUST BE D.O.E. APPROVED AND BE TESTED, CERTIFIED AND LABELED AS SUITABLE FOR USE DURINS A FIRST STASE BURN BAN. HEATING NOTES I. INSTALLATION PER ASHRAE ciOA-88 2. ALL PILOTS, BURNERS AND SWITGHES TO BE MINIMUM +18" ABOVE SLAB. 3. PROVIDE +18" PLATFORM OF 2 LAYERS 3/4" PLYWOOD, I LAYER IF PLATFORM IS ON SLAB. 4. PAN UNDER HOT WATER TANK PER 2018 UPC 507.4 IF ON A WOOD PLATFORM. 5. R4 INSULATION REQUIRED AT ALL HOT WATER PIPES IN UNHEATED SPACES PER 2018 SEG 403.4.2. 6. PRESSURE RELIEF VALVE TO EXTERIOR PER UPC, SEG 605.5. 7. WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER 1/5 AND LOWER 1/3 OF THE WATER HEATER. 8. FORGED AIR 6AS HEATIN6 SYSTEM; OUTDOOR AIR: OUTDOOR AIR INLET CONNECTS TO THE RETURN AIR PLENUM INCLUDINS DAMPER. MINIMUM AIR EXGHANG,E PER 2018 IRG, SECTION M16O2 EXIST. SOlJA E FOOTA&E MAIN FLOOR 576 S.F LONER FLOOR 564 S.F UPPER FLOOR 5P54 S.F TOTAL 1724 S.F. OARAOE 504 S.F. NEB SGUA E FOOTA&E MAIN FLOOR B71 S.F. LONER FLOOR 711 S.F. UPPER FLOOR 756 S.F. TOTAL 2,51a S.F. OARAC�E C 40 S.F. REVISION TOTAL NDN SF 5�4 5F Dec 07 2023 N�N CITY OF EDMONDS, DEVELOPMENT SERVICES DEPARTMENT FLOOR FLAN SEE GENERAL NOTES SCALE: 1/4" = I'-O" 8008 REGISTERED RGHITEGT K EN LAIRD MANGOLD STATE OF WASHINGTON ' ^ N 1 L 1 • m �n o ►--+ U o O W Q� U z� L W U z W Wz 00 0 0 00 tLl < 00 lu K ju ju oz lu L date : permit: 05-16-23 revisions: 07-12-23 12-06-23 drawn by: KLM checked b� : CAN A3 O� A�7 CURRENT/2022 I ACOLUGC I REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Erg Co� BUILDING OFFICIAL Dec 07 2023 APPROVED DATE Fr WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PREGEDENGE OVER SGALED DIMENSIONS. GONTRAGTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETG. PERTAINING TO THE WORK BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWIN65. ANY SUGH VARIATION SHALL BE RESOLVED BY THE OWNER PRIOR TO PROGEEDIN6 WITH THE WORK, OR THE GONTRACTOR SHALL AGGEPT FULL RESPONSIBILITY FOR THE COST TO REGTIFY SAME. 2018 WASH I NGTON STATE ENER6Y O®� TRUSS NOTES ALL TRUSSES SHALL HAVE l 2x12 RAFTER'5 12 2x10 RIDGE 2 2x6 TIE's CC-- - - - - - - - i N u17 RFAM 0 0 EN7R)e PORCH f=RAM I NG SCALE: 1/4" = 1'-0" I SMALL DWELLIN6 UNIT: 5 CREDI75 PRE50RIPTIVE GODE COMPLIANCE FOR ALL CLIMATE ZONE5 (TABLE R402.I.1) FENESTRATION SKYLIGHT 'LAZED CEILING WOOD FRAMED FLOOR BELOW GRADE 5LAB R-VALUE U-FACTOR U-FACTOR FENE51RATION R-VALUE KALL R-VALUE R-VALUE WALL R-VALUE AND DEPTH SHGG 0.30 0.50 WA R-4q R-21 Int R-30 R-10/15/21 R-10, 2 FEET int + TS HEATING OPTIONS Option 2: HEAT PUMP ENERGY OPTIONS: 3.2 HIGH EFFIGIENGY HVAG Air -source centrally ducted heat pump Nith minimum H5PF of cl.5 5.3 EFFIGIENT RATER HEATING OPTIONS Nater heating system shall include one of the following: Energy Star rated gas or propane water heater with a minimum ULF of O.GI or Solar water heating supplementing a minimum standard water heater. 5olor water heating Nill provide a rated minimum saving of 85 terms or 2000 k1,4h based on the Solar Rating and Certification Corporation (5ROG) Annual Performance of 06-300 Certified Solar iNater Heating systems or Water heater heated by ground source heat pump meeting requirements of Option 5.5 WWI CREDIT(5) I1W Im IF&I 5.0 REVISION Dec 07 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I. STRESS ANALYSIS AND DRAWINGS/DETAILS STAMPED BY A STATE REGISTERED ENGINEER. 2. MANUFAGTURER'S STAMP ON PRE -MANUFACTURED TRUSSES. 3. BRAGED TO MANUFAGTURER'S SPEGIFIGATIONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEPARTMENT FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING INSPECTION. 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEER GALGULATIONS. 6. ALL TRUSSES SHALL HAVE SIMPSON H-I CLIPS AT ENDS, EVERY OTHER TRUSS, 45" O.G. WHERE END TRUSSES ARE PARALLEL WITH WALL USE SIMPSON LSO @ MID -SPAN. 7. USE SIMPSON STG CLIPS g ALL TRUSSES OVER NON -BEARING WALLS. 8. TRUSSES SHALL BE LEGIBLY BRANDED WITH MANUFACTURERS NAME, DESIGN LOADS, AND REQUIRED SPAGIN6 WITHIN 2-0" OF THE CENTER SPAN ON THE BOTTOM CHORD. q. TRUSSES TO BE NON ATTIC STORAGE TRUSSES. MAXIMUM SPAGE ABOVE THE BOTTOM CHORD TRUSS TO BE LESS THAN 42" HIGH AND 24" WIDE LOCATED IN THE PLANE OF THE TRUSS. FRAMING NOTES I. GUT RAFTER TAILS TO MATCH 2x TRUSSES. 2. GONNEGTORS SHALL BE ENGINEERED BY TRUSSES MANUFACTURER. 3. ROOF PITCH SHALL BE AS NOTED. 4. USE SIMPSON H2.5 GLIPS (g 45" O.G. AT ENDS OF TRUSSES AND RAFTERS. 5. USE SIMPSON L50 GLIPS TO GONNEGT TRUSSES AND/OR GEILING JOISTS TO PERPENDICULAR WALLS AT MID -SECTION. 6. USE SIMPSON STG GLIPS AT NON -BEARING WALLS. 7. 2x8 RAFTERS (g 24" O.G. / 2x8 GEILING JOISTS 24" O.G. TYPIGAL UNLESS NOTED OTHERWISE. (MAXIMUM SPAN = 8. PROVIDE DOUBLE RAFTERS UNDER DORMER CRIPPLE WALLS UNLESS NOTED OTHERWISE. q. MINIMUM 8'-0" SPLICES AT BUILT-UP HIPS AND VALLEYS. NAIL TOGETHER WITH 2 ROWS OF 16d NAILS (P 6" O.G. (OVER FRAMING) CONTINUOUS. 0. ROOF FLASHING SHALL BE PROVIDED AND GOMPLY WITH 2O18 IRG, SECTION R705.4. LEGEND: BEARING WALL FLOOR LINE BELOW MULTIPLE 2x STUDS @ POINT LOAD INDICATES 2x6 OVER FRAMING MAXIMUM SPAN UNSUPPORTED AT 24" O.G. = q'-7" AT 12" O.G. = 13'-7" O D.S. DOWNSPOUT A50 ROOF VENT ROOF VENTING GALGULATIONS PER 2010 IRG R 506.2 AREA I: 62q SOFT AREA NEW = 2.1 SOFT REQUIRED FOR NEW 500 (50% © EAVES) (2.1) x (50%) = 1.0 SOFT. MIN REQUIRED WITHIN 5'OF THE RIDGE AF50 ROOF JAGK VENTS = .34 SOFT EACH VENT 1.0/.34 = 5 - PROVIDE (3) AF50 VENTS WITHIN 5'OF RIDGE AREA 2: 154 SOFT AREA NEW = 0.5 SOFT REQUIRED FOR NEW 500 (50% © EAVES) (0.5) x (50%) = 0.25 SOFT. MIN REQUIRED WITHIN 3' OF THE RIDGE AF50 ROOF JAGK VENTS = .34 SOFT EACH VENT 0.25/.34 = 0.75 - PROVIDE (1) AF50 VENTS WITHIN 5'OF RIDGE AREA 5: 2G7 SOFT AREA NEW = O.gq SOFT REQUIRED FOR NEW 300 (5096 (9 EAVES) (O.qq) x (50%) = 0.5 SOFT. MIN REQUIRED WITHIN 5' OF THE RIDGE AF50 ROOF JAGK VENTS = .34 SOFT EACH VENT 0.5/.34 = 1.5 - PROVIDE (2) AF50 VENTS WITHIN 3' OF RIDGE SHEAR NOTE: SEE SHEET A8 FOR SHEAR WALL NAILING SCHEDULE $ DETAILS SHEAR LEGEND: PI-6" NDIGATES SHEAR WALL © REFER TO SCHEDULE; SHEET A5 ALL EXTERIOR WALLS 70 E3E F I -1 SHEAR WALL NA I L I NO UNLESS NOTED OTHERWISE ®O� F�AM NC PLAN 5005 REGISTERED RC>41=GT K EN LAIRD MANGOLD STATE OF VNA5HIN6TON r ' ^ r 00 N N 00 V J Ln � M M O 00 ►--+ U 0 Q Q z� v J � U � U W z 00 0 O 00 111 III II III L date : permit: 05-16-23 revisions: 07-12-25 12-06-23 brown KLM chec eb b� : C7N A& O � AE1 CURRENT/2022 I ACOLUGG I REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eri. - Co� BUILDING OFFICIAL Dec 07 2023 APPROVED DATE I� SEE GENERAL NOTES SCALE: 1/4" = I'-0"