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APPROVED FIR PLN BLD RESUB 1-BLD2023-1534+Architectural_Plan+4.24.2024_12.50.23_PM+4216592- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ----- r-------------- I I I I � p-------------------------I ---------------- ------ I I i i i I I ; I I ; I I ; I I I I I ; I I ' I I ' I I I ; I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L------------------------------------------------------ I I I I II _J APPROVED PLANS MUST BE ON JOB SITE APPROVED BY CITY OF EDMONDS � BUILDING DIVISION � May 29 2024 ji OBTAIN ELECTRICAL i PERMIT FROM STATE LABOR & � INDUSTRIES 'LOT LINE STAKES MUST I ' BE IN PLACE AT I TIME OF FOUNDATION I INSPECTION I I A SEPARA UMBING PERMIT IS ' REQUIRED. PLEASE OBTAIN A I PLUMBING PERMIT FROM THE CITY OF EDMONDS Interconnected Smoke Alarms Are A Requirement !I Of This Permit In Accordance With R314.2.2 I' .......................■ I NORTH NO SCALE _ — — — — — FRONT ELEVATION ■ ■ Hardware and fasteners in contact with preservative -treated wood shall be of ■ hot -dipped zinc galvanized steel, stainless steel, silicon bronze or copper. ■ In the absence of manufacturer's recommendations a minimum of ASTM A 653 ■ ■ type G185 zinc -coated galvanized steel, or equivalent, shall be used. ■ ■ IRC R317.3.1 IBC 2304.10.5.1 Approved D F M c*rf�s Burt South County Fire Date: 05/16/2024 05-16-2024 RESUB 1 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. A RESIDENTIAL FIRE SPRINKLER SYSTEM IS REQUIRED. SUBMIT FOR A SEPARATE FIRE SPRINKLER PERMIT. A RECOMMENDED FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS AND REDUCE EQUIPMENT AND CONTINUAING MAINTENANCE REQUIRMENTS. PROVIDE A MINIMUM COMBINATION WATER SERVICE OF ONE INCH (1") METER AND ONE AND ONE HALF (1 1/2") SERVICE LINE OR SHOW THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A SMALLER SERVICE. 2.4 INCH ADDRESS CHARACTERS WITH 1/2 INCH STROKE REQUIRED TO BE INSTALLED ON THE HOUSE VISIBLE FROM THE STREET IN CONTRASTING COLOR TO THE BACKGROUND. ADDITIONAL ADDRESS SIGNS MY BE REQUIRED IF NOT VISIBLE FROM THE STREET. DFM BURT City Of Edmonds Building Department Work NEW SFR Address ........................................................................................................ 18809 94TH AVE W ----------------------------------------------------------------------------------------------------------- Owner LANDSVERK QUALITY HOMES INC Approved ........................................................................................... Date: 05/29/2024 :............................................. Building Official :...................... BLD2023-1534 Permit Number'...................... Lo WWWW WW WW WW WW WW WW WW WW r°i ��i ri' ✓1 ,,f rl �✓1 ,sf /4l rl �f W°i WW WW WW WW WW WW WW W�� WW WW WW WW WW WW WW WW WW %'/ WW WW WW WW WW WW GOVERNING CODES: 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 INTERNATIONAL FIRE CODE (IFC) -2016NFPA13 2016NFPA72 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 INTERNATIONAL PLUMBING CODE (IPC) 2009 ICC A117.1 2018 WASHINGTON STATE ENERGY CODE (WSEC) OTHER APPLICABLE CODES STRUCTURAL: SEISMIC ZONE D1 / D2 PER R301 & ENGINEERING WIND (EXP. B) BASIC SPEED: 85 MPH PER R301 COMPONENT/CLADDING LOADS PER R301 LOADS PER R301 LIVE DEAD TOTAL ROOF (GROUND SNOW) 25 PSF 10 PSF 35 PSF ATTICS -LIMITED STORAGE 20 PSF 10 PSF 30 PSF ATTICS -NO STORAGE 10 PSF 10 PSF 20 PSF ATTICS -HABITABLE BY STAIRS 30 PSF 10 PSF 40 PSF DECKS 60 PSF 10 PSF 70 PSF EXTERIOR BALCONIES 60 PSF 10 PSF 70 PSF FIRE ESCAPES 40 PSF GUARDRAIL/ HANDRAILS 200 LBS AT TOP IN ANY DIRECTION GUARDRAILS -IN FILL 50 LBS HORIZ. APPLIED TO 1 SQ. FT. ROOMS (NOT SLEEPING) 40 PSF 10 PSF 50 PSF SLEEPING ROOMS 30 PSF 10 PSF 40 PSF STAIRS 40 PSF 10 PSF 50 PSF OR 300 LB PT. LOAD ON 4 SQ. IN. GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL ADDITIONAL NOTES PLAN AND PAGE SPECIFIC NOTES ARE LOCATED ON PLAN PAGES WITH SYMBOLS DENOTING WHERE THE NOTES ARE APPLICABLE. APPROVED BY PLANNING May 03 2024 PROPERTY ADDRESS 18809 94TH AVE W EDMONDS, WA 98020 PARCEL NUMBER 00434600004608 OWNER LANDSVERK QUALITY HOMES, INC. 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 APPLICANT LANDSVERK QUALITY HOMES, INC. 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 PAGE INDEX ARCHITECTURAL PAGES CVR - COVER SHEET 1.1- ELEVATIONS 1.2 - ELEVATIONS 2 - FOUNDATION 3 - FIRST FLOOR 4-SECOND FLOOR FRAMING 5-SECOND FLOOR 6 - ROOF FRAMING 7.1- 7.4 - SECTIONS 8 - GENERAL NOTES & DTLS STRUCTURAL PAGES S1.0 - GENERAL NOTES S2.0-FOUNDATION PLAN S2.1- UPPER FLOOR FRMG - LOWER WALLS S2.2 - ROOF FRMG - UPPER WALLS S3.0 - S4.0 - STRUCTURAL DETAILS PLAN SQUARE FOOTAGE 2203 SQ. FT. SECOND FLOOR 1469 SQ. FT. FIRST FLOOR 3672 SQ. FT. TOTAL LIVING 90 SQ. FT. FRONT PORCH 416 SQ. FT. REAR COVERED DECK 736 SQ. FT. FIRST FLOOR PATIO 1242 SQ. FT. TOTAL OUTDOOR LIVING 769 SQ. FT. GARAGE APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION m CD 0 00 M N U_ L�� N W =Q Ln 2 L.f7 W � n L Cf m W W � Y v J �QW N W z 0 0 0 C'V O 00 (7) oo LLIQO z NO 00 z o O � � m 0 0 _ _j Q ~ x rn Q rn O 00 00 RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 8-26-23 DRAWN JCR REVISION REVISION REVISION ER SIDING PER ELEVATIONS & SPECS SIDING PER ELEVATIONS & SPECS TYPICAL VAPOR BARRIER. EXTEND OVER FLANGE OF CORNERTRIM METAL CORNER TRIM. BUTT SIDING TO EA. FLANGE 01 METAL CORNER TRIM DTL TYPICAL UNLESS NOTED NO SCALE MAX ALLOWED HEIGHT - 287.39' ACCENT SIDING WHERE SHOWN. MATERIAL, COLOR, REVEAL PER SPECS. APPROX. EX'G GRADE @ WEST SIDE OF FOOTPRINT S.G. S.G. S.G. S.G. S.G. APPROVED ADDRESS TO BE PLAINLY LEGIBLE & VISIBLE FROM THE STREET. NUMBERS IN CONTRAST TO BACKGROUND. MIN. 4" HIGH &%" THICK STROKE :. 4W' 5-9. T-O" 5--l" 10'x1 5 4W' 3AS..Ol.x T-O" ,%/9„ rl r/ %1 LEFT ELEVATION SCALE: X" = V-0" STEP FLASHING PER R703.8 TYPICAL THROUGHOUT METAL DOWNSPOUT TO APPROVED DRAINAGE. TYPICAL THROUGHOUT MAX ALLOWED HEIGHT - 287.39' APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE - O N O co Cn 00 LLJ Q O lri O 00 z o Q O � � m w CD J LLJ W U Q < _ ~ r x rn Q rn O 00 RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 8-26-23 DRAWN JCR REVISION REVISION REVISION BY: CITY ENGINEERING DIVISION TIDING PER ELEVATIONS & SPEC TYPICAL VAPOR BAP =XTEND OVER FLANot ut -ORNERTRIM VIETAL CORNER TRIM. BUTT SIDING TO EA. FLANGE ELEVATIONS & SPECS 01 METAL CORNER TRIM DTL TYPICAL UNLESS NOTED NO SCALE BATH FANS THRU MAX ALLOWED HEIGHT - 287_39' RAFTER RIM JOIST EXPOSED PORCH BMS, RAFTERS & CAR -DECKING METAL CORNER TRIM. TYPICAL. SEE DTL THIS PG EXPOSED 46 KNEE BRACE FROM BM TO RIM JST ELECTRICAL METER. INSTALL @ CODE APPROVED HEIGHT ABOVE FINISHED GRADE ------------D.S. _-------- MAX ALLOWED PER MAX ALLOWED HEIGHT 287.39' NJ VIEW COVENANT-287.60' DOWNSPOUT FROM UPPER LAUNDRY FAN & ROOF TO LOWER ROOF DRYER VENTTHRU BATH FAN THRU RAFTER RIM JOIST r FTER RIM JOIST APPROX. EX'G GRADE @ D.S. EAST SIDE OF FOOTPRINT AVERAGE GRADE EDMONDS HEIGHT- 262.39' RIGHT ELEVATION SCALE: ," =1'-0" ----------------------------- RUBBER ROOFING PER SPECS OVER 30# FELT METAL GUTTERS `OR APPROVED ALTERNATIVE PER SUPPLIER BATH FAN THRU TYPICAL THROUGHOUT RAFTER RIM JOIST SAF. GL. EXHAUST & INTAKE FOR HRV THRU RIM JOIST. MAINTAIN 36" MIN. SEPARATION D.S. METAL CORNER TRIM. TYPICAL. SEE DTL THIS PG METAL RAILING & INFILL @ STAIRS & LANDING APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATF- O N O co Cn 00 LLJ Q O N O 00 z o Q O � � m w CD 41, w w � U Q < _ ~ r x rn Q rn O 00 00 RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 8-26-23 DRAWN JCR REVISION REVISION REVISION BY: CITY ENGINEERING DIVISION C-)i-n" CONTINUOUSLY OPERATING FAN DUCTED TO EXTERIOR. 328 SQ. FT. CRAWL AREA 1 CFM PER 50 SQ. FT. _ 7 CFM MIN. REQ'D STEM WALL LEGEND; STND STEM HT: 263.00' DEPRESSED STEM HT: -9" RAISED STEM HT: 267.00' RAISED STEM HT: 268.25' GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OSLAB -ON -GRADE INSULATION R-10 RIGID WATER RESISTANT FOAM INSULATION RATED FOR GROUND CONTACT. EXTEND 24" VERTICALLY OR HORIZONTALLY AROUND PERIMETER OF SLAB -ON -GRADE. PROTECT ALL EXPOSED ABOVE GRADE EDGES OF INSULATION FROM MOISTURE & DAMAGE. MAINTAIN A THERMAL BREAK AT THE EDGE OF SLAB. PER ENERGY CREDIT 1.3 - INSULATE UNDER ENTIRE SLAB OCRAWL SPACE ACCESS - IRC R408.4 THROUGH FLOOR OPENINGS TO BE 18" x 24" MINIMUM. THROUGH WALL OPENINGS TO BE 16" x 24" MIN. IF ANY PORTION OF ATHROUGH WALL OPENING IS BELOW GRADE A 16" x 24" CLEAR SPACE TO BE PROVIDED IN FRONT OF OPENING. IF OPENING IS LOCATED IN A CONDITIONED SPACE, DOOR TO BE TIGHT FIT, WEATHERSTRIPPED & INSULATED TO MATCH SURROUNDING WALL/FLOOR. OUNVENTED CRAWL SPACE VENTILATION OPENINGS IN UNDER -FLOOR SPACES SHALL NOT BE REQUIRED WHERE THE FOLLOWING ITEMS ARE PROVIDED: 1. EXPOSED EARTH IS COVERED WITH A CONTINUOUS CLASS 1 VAPOR RETARDER. JOINTS OF THE VAPOR RETARDER SHALL OVERLAP BY 6" AND SHALL BE SEALED OR TAPED. THE EDGES OF THE VAPOR RETARDER SHALL EXTEND NOT LESS THAN 6" UP THE STEM WALL AND SHALL BE ATTACHED AND SEALED TO THE STEM WALL OR INSULATION. 2.1. CONTINUOUSLY OPERATED MECHANICAL EXHAUST VENTILATION AT A RATE EQUAL TO 1 CUBIC FOOT PER MINUTE FOR EACH 50 SQUARE FEET OF CRAWL SPACE FLOOR AREA, INCLUDING AN AIR PATHWAY TO THE COMMON AREA (DUCT OR TRANSFER GRILL), AND PERIMETER WALL INSULATED PER SECTION N1102.2.11 328 SQUARE FEET CRAWL SPACE AREA. CONTINUOUSLY RUNNING FAN @ 1 CFM PER 50 SQUARE FEET REQUIRED. 7 CFM MIN. FAN. REQUIRED. PROVIDE PASSIVE AIRWAY FROM CONDITIONED SPACE. HOLDDOWNS SHOWN FOR DIMENSIONAL PURPOSES ONLY. SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION FOUNDATION PLAN SCALE: X" =1'-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M O 00 M N Lu Q or Lr) 2 �orN LLJ �./ Mw w N � w z O O 0 N O co rn 00 �J Q o z NCD o CD Q z o O � � m o � L1J o0 J LLJ W U Q < T _ r V I ~ X CT) Q O 00 00 RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 8-26-23 DRAWN JCR REVISION REVISION REVISION - E 1" SPACER Y z 0 M N _— cV �o m z e o 0 �1"SPACER BATH #2 Ul co in cLn o FIRST FLR CABINET PLAN it SCALE: Y4" = V-0" DROP CL'G DETAIL_ SCALE: X" =1'-0" 3'76 SH I I 3"76 SH '-2" 1 3'-0" 1 12Y2" 18'-0" 3°26 PIC 1'-10" 10'-0" C-)i-nn 0 N ELECTRICAL LEGEND R314 - SMOKE ALARM PER UL 217. INSTALL SA IN EACH BEDROOM, OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS, ON EACH FLOOR OF RESIDENCE. R315 - CARBON MONOXIDE ALARM PER UL CO 2034. INSTALL OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS & ON EACH FLOOR OF RESIDENCE. ®50 CFM MIN. EXHAUST FAN 50 VENTED TO EXTERIOR MIN CFM CONTINUOUS OPERATION 0 COMBINATION SPOT & WHOLE HOUSE FAN. ® FOR INTERMITTENT TIMED OPERATION: RUN-TIME % PER 4 HR SEGMENT FACTOR 25% 33% 50% 66% 75% 4x I 3x I 2x 11.5x 1.3x R314.2.1 & R314.4.1- HEAT DETECTORS HEAT SHALL BE LOCATED IN ATTACHED GARAGE & SHALL BE CONNECTED TO A SMOKE ALARM INSTALLED IN THE DWELLING HALLWAY OR ROOM TO PROVIDE OCCUPANT NOTIFICATION HIGH -EFFICIENCY LIGHTING IRC N1104 & WSEC R404 A MINIMUM OF 90%OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. ALL INSTALLED LIGHT FIXTURES WILL BE LED OR WILL BE SUPPLIED WITH LED BULBS. FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OCRAWL SPACE ACCESS - IRC R408.4 THROUGH FLOOR OPENINGS TO BE 18" x 24" MINIMUM. THROUGH WALL OPENINGS TO BE 16" x 24" MIN. IF ANY PORTION OF ATHROUGH WALL OPENING IS BELOW GRADE A 16" x 24" CLEAR SPACE TO BE PROVIDED IN FRONT OF OPENING. IF OPENING IS LOCATED IN A CONDITIONED SPACE, DOOR TO BE TIGHT FIT, WEATHERSTRIPPED & INSULATED TO MATCH SURROUNDING WALL/FLOOR. ®STAIRS - IRC R311 STAIRWAYS TO BE 36" MIN. CLEAR WIDTH MEASURED ABOVE HANDRAIL & BELOW REQ'D HEADROOM HEIGHT. HANDRAILS MAY PROJECT 43/2" MAX. ON EITHER SIDE. STAIRWAY CLEAR WIDTH TO BE 31Y2" MIN. AT & BELOW HANDRAIL (27" MIN. IF HANDRAIL INSTALLED ON BOTH SIDES). MIN. HEAD HEIGHT TO BE 6'-8" MEASURED VERTICALLY FROM NOSING OF TREADS. RISERS TO HAVE MAX. HEIGHT OF 73/". TREADS TO HAVE MIN. DEPTH OF 10". EACH MAY NOT VARY MORE THAN %" VARIATION IN DIMENSION. TREADS WITH SOLID RISERSTO HAVE 3/" MIN. TO 1Y4" MAX. NOSING WITH 3/" MAX VARIATION. TREADS WITH 11" MIN DEPTH NOT REQUIRED TO HAVE NOSINGS. LANDINGS TO HAVE 36" MIN. DIMENSION IN DIRECTION OF TRAVEL. HANDRAIL REQUIRED ON STAIRS RISING 4 OR MORE RISERS. INSTALL BETWEEN 34"-38" ABOVE NOSING. 1Y4"-2" DIAMETER GRIP TO RUN CONTINUOUS FOR FULL FLIGHT OF STAIR RETURN ENDS TO WALL OR NEWEL. PROTECT ENCLOSED ACCESSIBLE SPACE UNDER STAIRS WITH Y2" GWB ON ENCLOSED SIDE. C I I'!�I10Ii�IlX INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. OEMERGENCY ESCAPE - IRC R310 EACH SLEEPING ROOM TO HAVE 1 MINIMUM EMERGENCY ESCAPE OPENING. OPENINGS TO BE 24" MIN. CLEAR HEIGHT, 20" MIN. CLEAR WIDTH. NET OPENING TO BE 5.7 SQ. FT. MIN. (5.0 SQ. FT. @ GRADE FLOOR) BOTTOM OF CLEAR OPENING TO BE 44" MAX ABOVE FINISHED FLOOR. ©BATHROOM NOTES SHOWERS TO HAVE 30"00" MIN. CLEAR FLOOR SPACE. 24"00" CLEAR SPACE REQUIRED OUTSIDE DOOR. HINGED DOOR TO OPEN OUTWARD. ALL ENCLOSURES TO BE SAFETY GLASS. 15" CLEAR SPACE REQUIRED EACH SIDE OF CENTERLINE OF TOILET. 21" MIN. CLEAR SPACE IN FRONT OF TOILET & SINK. TUB & SHOWER FLOORS & WALLS ABOVE TUBS WITH SHOWER HEADS TO HAVE NONABSORBENT SURFACE UP 6' ABOVE FLOOR. INSTALL BLOCKING FOR TOWEL BARS & TOILET PAPER HOLDERS. OFIREBLOCKING - IRC R302.11 INSTALL FIREBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS (VERT. & HORIZ.) IN THE FOLLOWING LOCATIONS: CONCEALED SPACES OF WALLS INCLUDING FURRED SPACES VERTICALLY AT THE CEILING & FLOOR LEVELS HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'. AT INTERCONNECTIONS BTWN CONCEALED VERTICAL & HORIZONTAL SPACES (SOFFITS, DROP & COVE CEILINGS) AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES & WIRES AT CEILING & FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME & PRODUCTS OF COMBUSTION. FIREBLOCKING TO BE 2x NOMINAL LUMBER. DOUBLE THICKNESS OF 1" NOMINAL LUMBER -BROKEN LAP JOINTS. ONE THICKNESS OF 2Y32' WOOD STRUCTURAL PANELS -JOINTS BACKED BY THE SAME. ONE THICKNESS OF Y4" PARTICLEBOARD -JOINTS BACKED BY THE SAME. Y2" GYPSUM BOARD. Y4" CEMENT -BASED MILLBOARD. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. CELLULOSE INSULATION INSTALLED AS TESTED FOR THE SPECIFIC APPLICATION. 10 GARAGE SEPARATION GARAGE TO BE SEPARATED FROM THE RESIDENCE & ITS ATTICS WITH Y2" GWB MIN. SEPARATED FROM HABITAL ROOMS ABOVE WITH %" TYPE X GWB MIN. WHERE THE SEPARATION IS A FLOOR/CEILING ASSEMBLY THE SUPPORTING STRUCTURE TO BE PROTECTED WITH Y2" GWB MIN. OPENINGS INTO SLEEPING ROOMS NOT PERMITTED. DOOR TO RESIDENCE TO BE 13/8" THICK MIN. SOLID OR HONEYCOMB CORE STEEL DOOR OR 20 MINUTE FIRE RATED DOOR WITH SELF -CLOSING DEVICE. DUCTS IN GARAGE TO BE 26 GAUGE STEEL MIN. WITH NO OPENINGS. ALL PENETRATIONS PROTECTED PER IRC R302 FIRST FLOOR PLAN SCALE: X" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M CD O 00 M N J a�� 2 �LN `/ M W W -4 c� J Q W N W z O O 0 N O co rn 00 �J Q o z NCD o CD Q z o o � � m o � w CD J LLJ LLJ U Q < _ r ~ x rn Q 0 00 00 RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FIRST FLR CABINET PLAN it SCALE: Y4" = V-0" DROP CL'G DETAIL_ SCALE: X" =1'-0" 3'76 SH I I 3"76 SH '-2" 1 3'-0" 1 12Y2" 18'-0" 3°26 PIC 1'-10" 10'-0" C-)i-nn 0 N ELECTRICAL LEGEND R314 - SMOKE ALARM PER UL 217. INSTALL SA IN EACH BEDROOM, OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS, ON EACH FLOOR OF RESIDENCE. R315 - CARBON MONOXIDE ALARM PER UL CO 2034. INSTALL OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS & ON EACH FLOOR OF RESIDENCE. ®50 CFM MIN. EXHAUST FAN 50 VENTED TO EXTERIOR MIN CFM CONTINUOUS OPERATION 0 COMBINATION SPOT & WHOLE HOUSE FAN. ® FOR INTERMITTENT TIMED OPERATION: RUN-TIME % PER 4 HR SEGMENT FACTOR 25% 33% 50% 66% 75% 4x I 3x I 2x 11.5x 1.3x R314.2.1 & R314.4.1- HEAT DETECTORS HEAT SHALL BE LOCATED IN ATTACHED GARAGE & SHALL BE CONNECTED TO A SMOKE ALARM INSTALLED IN THE DWELLING HALLWAY OR ROOM TO PROVIDE OCCUPANT NOTIFICATION HIGH -EFFICIENCY LIGHTING IRC N1104 & WSEC R404 A MINIMUM OF 90%OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. ALL INSTALLED LIGHT FIXTURES WILL BE LED OR WILL BE SUPPLIED WITH LED BULBS. FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OCRAWL SPACE ACCESS - IRC R408.4 THROUGH FLOOR OPENINGS TO BE 18" x 24" MINIMUM. THROUGH WALL OPENINGS TO BE 16" x 24" MIN. IF ANY PORTION OF ATHROUGH WALL OPENING IS BELOW GRADE A 16" x 24" CLEAR SPACE TO BE PROVIDED IN FRONT OF OPENING. IF OPENING IS LOCATED IN A CONDITIONED SPACE, DOOR TO BE TIGHT FIT, WEATHERSTRIPPED & INSULATED TO MATCH SURROUNDING WALL/FLOOR. ®STAIRS - IRC R311 STAIRWAYS TO BE 36" MIN. CLEAR WIDTH MEASURED ABOVE HANDRAIL & BELOW REQ'D HEADROOM HEIGHT. HANDRAILS MAY PROJECT 43/2" MAX. ON EITHER SIDE. STAIRWAY CLEAR WIDTH TO BE 31Y2" MIN. AT & BELOW HANDRAIL (27" MIN. IF HANDRAIL INSTALLED ON BOTH SIDES). MIN. HEAD HEIGHT TO BE 6'-8" MEASURED VERTICALLY FROM NOSING OF TREADS. RISERS TO HAVE MAX. HEIGHT OF 73/". TREADS TO HAVE MIN. DEPTH OF 10". EACH MAY NOT VARY MORE THAN %" VARIATION IN DIMENSION. TREADS WITH SOLID RISERSTO HAVE 3/" MIN. TO 1Y4" MAX. NOSING WITH 3/" MAX VARIATION. TREADS WITH 11" MIN DEPTH NOT REQUIRED TO HAVE NOSINGS. LANDINGS TO HAVE 36" MIN. DIMENSION IN DIRECTION OF TRAVEL. HANDRAIL REQUIRED ON STAIRS RISING 4 OR MORE RISERS. INSTALL BETWEEN 34"-38" ABOVE NOSING. 1Y4"-2" DIAMETER GRIP TO RUN CONTINUOUS FOR FULL FLIGHT OF STAIR RETURN ENDS TO WALL OR NEWEL. PROTECT ENCLOSED ACCESSIBLE SPACE UNDER STAIRS WITH Y2" GWB ON ENCLOSED SIDE. C I I'!�I10Ii�IlX INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. OEMERGENCY ESCAPE - IRC R310 EACH SLEEPING ROOM TO HAVE 1 MINIMUM EMERGENCY ESCAPE OPENING. OPENINGS TO BE 24" MIN. CLEAR HEIGHT, 20" MIN. CLEAR WIDTH. NET OPENING TO BE 5.7 SQ. FT. MIN. (5.0 SQ. FT. @ GRADE FLOOR) BOTTOM OF CLEAR OPENING TO BE 44" MAX ABOVE FINISHED FLOOR. ©BATHROOM NOTES SHOWERS TO HAVE 30"00" MIN. CLEAR FLOOR SPACE. 24"00" CLEAR SPACE REQUIRED OUTSIDE DOOR. HINGED DOOR TO OPEN OUTWARD. ALL ENCLOSURES TO BE SAFETY GLASS. 15" CLEAR SPACE REQUIRED EACH SIDE OF CENTERLINE OF TOILET. 21" MIN. CLEAR SPACE IN FRONT OF TOILET & SINK. TUB & SHOWER FLOORS & WALLS ABOVE TUBS WITH SHOWER HEADS TO HAVE NONABSORBENT SURFACE UP 6' ABOVE FLOOR. INSTALL BLOCKING FOR TOWEL BARS & TOILET PAPER HOLDERS. OFIREBLOCKING - IRC R302.11 INSTALL FIREBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS (VERT. & HORIZ.) IN THE FOLLOWING LOCATIONS: CONCEALED SPACES OF WALLS INCLUDING FURRED SPACES VERTICALLY AT THE CEILING & FLOOR LEVELS HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'. AT INTERCONNECTIONS BTWN CONCEALED VERTICAL & HORIZONTAL SPACES (SOFFITS, DROP & COVE CEILINGS) AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES & WIRES AT CEILING & FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME & PRODUCTS OF COMBUSTION. FIREBLOCKING TO BE 2x NOMINAL LUMBER. DOUBLE THICKNESS OF 1" NOMINAL LUMBER -BROKEN LAP JOINTS. ONE THICKNESS OF 2Y32' WOOD STRUCTURAL PANELS -JOINTS BACKED BY THE SAME. ONE THICKNESS OF Y4" PARTICLEBOARD -JOINTS BACKED BY THE SAME. Y2" GYPSUM BOARD. Y4" CEMENT -BASED MILLBOARD. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. CELLULOSE INSULATION INSTALLED AS TESTED FOR THE SPECIFIC APPLICATION. 10 GARAGE SEPARATION GARAGE TO BE SEPARATED FROM THE RESIDENCE & ITS ATTICS WITH Y2" GWB MIN. SEPARATED FROM HABITAL ROOMS ABOVE WITH %" TYPE X GWB MIN. WHERE THE SEPARATION IS A FLOOR/CEILING ASSEMBLY THE SUPPORTING STRUCTURE TO BE PROTECTED WITH Y2" GWB MIN. OPENINGS INTO SLEEPING ROOMS NOT PERMITTED. DOOR TO RESIDENCE TO BE 13/8" THICK MIN. SOLID OR HONEYCOMB CORE STEEL DOOR OR 20 MINUTE FIRE RATED DOOR WITH SELF -CLOSING DEVICE. DUCTS IN GARAGE TO BE 26 GAUGE STEEL MIN. WITH NO OPENINGS. ALL PENETRATIONS PROTECTED PER IRC R302 FIRST FLOOR PLAN SCALE: X" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M CD O 00 M N J a�� 2 �LN `/ M W W -4 c� J Q W N W z O O 0 N O co rn 00 �J Q o z NCD o CD Q z o o � � m o � w CD J LLJ LLJ U Q < _ r ~ x rn Q 0 00 00 RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 26-23 E E FULL DEPTH PRESSURE BLOCK (q)16d SHEAR NAILS EVERY OTHERJOIST/RFTR BAY. PER JOIST INTO (8)16d NAILS MIN. PER BLOCK PRESSURE BLOCK CARRYING MEMBER (2(16d TOE NAILS PERJOIST n u n INTO CARRYING MEMBER 20 -0 16 -O 16 -0 TYPICAL JOIST/RFTR E SPACING PER PLAN LANDING JSTS PER 7.4 TYPICAL PRESSURE BLOCK DTL STRUCT.PGS WHERE APPLICABLE SCALE: "= V-0" = I T I I 2x12 HF#2 LEDGER 5' 0" 9" II II I I ON FACE OF STUDS. LUS210 HNGRS xi IIIIIIIIII IIIIIIII IIIIIIII IIIIIIII IIIIIIII IIIIIIII IIIIIIII IIIIIIII IIIIIIII IIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII -N`° IIIIIIII IIIIIIIII IIIIII —III II — —IIII I1I1I IIII IIII IIII 1jIIIL���III 1jIIIIj�IIII � II-�IIv�wQN�.iIIIILIIII - IIII I III vN" IIIIII IIII IIIIIIIIII O-7ON¢ IFTT T 7 14" SOLID BLK'G AS DBL JSTS � REQD TO SUPPORT EXT. TUB WALL FRAMING ABV q ir � 0 ?_ —1— _ ----1LSH jjN �l rn Ln i IL—L ii _ IIN II II II II II II II II � II II_.. 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PATH OF LINESETS '; BED #3 SUPPLY I THRU JST BAYS & DROP CL'G c� - - - - - - DN FROM CL G \ I �� 1 - TO HEAD UNITS - cc QD - - - - - - L-I-j HRV IE-------------------------------------- -� - - / EXHAUST ; GRT RM SUPPLY UPI -1 0 o u --------------------------------------�� THRU FLR ABV N MSTR SUPPLY UPS-I-� _ L `'----------------------- ----- HRV THRU FL�F 11 "'INTAKE QD ALL BR WALLS FOR FLOOR STRUCTURE SHADED FOR CLARITY r W.C. 0 0 0 m U O io HNGRS PER FLR JSTS PER STRUCT. STRUCTURAL PAGES - WASHERS ' hl s 1 11�117 BED #3 SUPPLY i i _ DN FROM CL'G L� SUPPLY UP THRU SINK VOID ABV II / - E STACK VOID BLW I s - }------- -------------- �-------------- I - --- ------ I ---- -_ FLR JSTS PER STRUCTURAL PAGES SINK DRAIN THRU WALL BLW SINK THRU TOE KICK - - - 18'-0" FAM RM SUPPLY _ _ =1 _ DIN HRV FROM CL'G- AIR RETURN _ = I THRU WALL ABV it STRUCT. PGS O IUS1.81/11.88 OR EQ. HNGRS� _ ° - = II I NB II 7.2 II — — — — — �� 0W.C. I BLJSTS I I I I I I I m I I I I Ico I dl I I ' I I _ = r 5555 _ FOYER JSTS PER _ STRUCT.P�' _-� I I II II --------------JJ — II � I I ;, 7.4 I ' II 10'-0" LINESETS DROP DIN FROM BATH CL'G INTO FURRING WALL UNDER FOYER 0 ED ll GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS. FRAMING ANCHORS & SHEARWALL SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION SECOND FLOOR PLAN SCALE: %" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS naTF- m CD 00 cy) r j U_ N W Lu Q Q = 2 l~O�N Lr) w � m w w --I Y v J Q W fV W z O O 0 N 0 00 rn LLJ Q o vi o 00 z o O � � m LLJ o J Q X V I rn Q rn 0 RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 8-26-23 DRAWN JCR REVISION REVISION REVISION BY: CITY ENGINEERING DIVISION �A CLOSET CABINET DTL WAI K-IN CI nUT (�)CLOSET CABINET DTL SECOND FLR CABINET PLANS SCALE: X" = V-0" 2'-10Y2" 18'-3" 2'-10%" ELECTRICAL LEGEND R314 - SMOKE ALARM PER UL 217. INSTALL SA IN EACH BEDROOM, OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS, ON EACH FLOOR OF RESIDENCE. R315 - CARBON MONOXIDE ALARM PER UL CO 2034. INSTALL OUTSIDE & IN IMMEDIATE VICINITY OF SEPARATE BEDROOMS & ON EACH FLOOR OF RESIDENCE. ®50 CFM MIN. EXHAUST FAN 50 VENTED TO EXTERIOR MIN CFM CONTINUOUS OPERATION 0 COMBINATION SPOT & WHOLE HOUSE FAN. ® FOR INTERMITTENT TIMED OPERATION: RUN-TIME % PER 4 HR SEGMENT FACTOR 25% 33% 50% 66% 75% 4x I 3x I 2x 11.5x 1.3x R314.2.1 & R314.4.1- HEAT DETECTORS HEAT SHALL BE LOCATED IN ATTACHED GARAGE & SHALL BE CONNECTED TO A SMOKE ALARM INSTALLED IN THE DWELLING HALLWAY OR ROOM TO PROVIDE OCCUPANT NOTIFICATION HIGH -EFFICIENCY LIGHTING IRC N1104 & WSEC R404 A MINIMUM OF 90%OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. ALL INSTALLED LIGHT FIXTURES WILL BE LED OR WILL BE SUPPLIED WITH LED BULBS. FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. 10 GARAGE SEPARATION GARAGE TO BE SEPARATED FROM THE RESIDENCE & ITS ATTICS WITH Y2" GWB MIN. SEPARATED FROM HABITAL ROOMS ABOVE WITH %" TYPE X GWB MIN. WHERE THE SEPARATION IS A FLOOR/CEILING ASSEMBLYTHE SUPPORTING STRUCTURE TO BE PROTECTED WITH Y2" GWB MIN. OPENINGS INTO SLEEPING ROOMS NOT PERMITTED. DOOR TO RESIDENCE TO BE 1%" THICK MIN. SOLID OR HONEYCOMB CORE STEEL DOOR OR 20 MINUTE FIRE RATED DOOR WITH SELF -CLOSING DEVICE. DUCTS IN GARAGE TO BE 26 GAUGE STEEL MIN. WITH NO OPENINGS ALL PENETRATIONS PROTECTED PER IRC R302 WALL LEGEND: STND PLATE HT: 9'-0" RAKE WALL: FRAME TO UNDERSIDE OF SLOPED RFTRS LWR PLATE HT: 8'-5%" RAISED PLATE HT: 9'-8i6" RAISED PLATE HT: 9'-9%" l-TT-IT Ti RAISED PLATE HT:12'-10%6" RAISED PLATE HT:14'-11%" GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING OCRAWL SPACE ACCESS - IRC R408.4 THROUGH FLOOR OPENINGS TO BE 18" x 24" MINIMUM. THROUGH WALL OPENINGS TO BE 16" x 24" MIN. IF ANY PORTION OF ATHROUGH WALL OPENING IS BELOW GRADE A 16" x 24" CLEAR SPACE TO BE PROVIDED IN FRONT OF OPENING. IF OPENING IS LOCATED IN A CONDITIONED SPACE, DOOR TO BE TIGHT FIT, WEATHERSTRIPPED & INSULATED TO MATCH SURROUNDING WALL/FLOOR. ®STAIRS - IRC R311 STAIRWAYS TO BE 36" MIN. CLEAR WIDTH MEASURED ABOVE HANDRAIL & BELOW REQ'D HEADROOM HEIGHT. HANDRAILS MAY PROJECT 43/2" MAX. ON EITHER SIDE. STAIRWAY CLEAR WIDTH TO BE 31Y2" MIN. AT & BELOW HANDRAIL (27" MIN. IF HANDRAIL INSTALLED ON BOTH SIDES). MIN. HEAD HEIGHT TO BE 6'-8" MEASURED VERTICALLY FROM NOSING OF TREADS. RISERS TO HAVE MAX. HEIGHT OF 73/". TREADS TO HAVE MIN. DEPTH OF 10". EACH MAY NOT VARY MORE THAN %" VARIATION IN DIMENSION. TREADS WITH SOLID RISERSTO HAVE 3/" MIN. TO 1Y4" MAX. NOSING WITH 3/" MAX VARIATION. TREADS WITH 11" MIN DEPTH NOT REQUIRED TO HAVE NOSINGS. LANDINGS TO HAVE 36" MIN. DIMENSION IN DIRECTION OF TRAVEL. HANDRAIL REQUIRED ON STAIRS RISING 4 OR MORE RISERS. INSTALL BETWEEN 34"-38" ABOVE NOSING. 1Y4"-2" DIAMETER GRIP TO RUN CONTINUOUS FOR FULL FLIGHT OF STAIR RETURN ENDS TO WALL OR NEWEL. PROTECT ENCLOSED ACCESSIBLE SPACE UNDER STAIRS WITH Y2" GWB ON ENCLOSED SIDE. C INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. OEMERGENCY ESCAPE - IRC R310 EACH SLEEPING ROOM TO HAVE 1 MINIMUM EMERGENCY ESCAPE OPENING. OPENINGS TO BE 24" MIN. CLEAR HEIGHT, 20" MIN. CLEAR WIDTH. NET OPENING TO BE 5.7 SQ. FT. MIN. (5.0 SQ. FT. @ GRADE FLOOR) BOTTOM OF CLEAR OPENING TO BE 44" MAX ABOVE FINISHED FLOOR. ©BATHROOM NOTES SHOWERS TO HAVE 30"00" MIN. CLEAR FLOOR SPACE. 24"00" CLEAR SPACE REQUIRED OUTSIDE DOOR. HINGED DOOR TO OPEN OUTWARD. ALL ENCLOSURES TO BE SAFETY GLASS. 15" CLEAR SPACE REQUIRED EACH SIDE OF CENTERLINE OF TOILET. 21" MIN. CLEAR SPACE IN FRONT OF TOILET & SINK. TUB & SHOWER FLOORS & WALLS ABOVE TUBS WITH SHOWER HEADS TO HAVE NONABSORBENT SURFACE UP 6' ABOVE FLOOR. INSTALL BLOCKING FOR TOWEL BARS & TOILET PAPER HOLDERS. OFIREBLOCKING - IRC R302.11 INSTALL FIREBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS (VERT. & HORIZ.) IN THE FOLLOWING LOCATIONS: CONCEALED SPACES OF WALLS INCLUDING FURRED SPACES VERTICALLY AT THE CEILING & FLOOR LEVELS HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'. AT INTERCONNECTIONS BTWN CONCEALED VERTICAL & HORIZONTAL SPACES (SOFFITS, DROP & COVE CEILINGS) AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES & WIRES AT CEILING & FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME & PRODUCTS OF COMBUSTION. FIREBLOCKING TO BE 2x NOMINAL LUMBER. DOUBLE THICKNESS OF 1" NOMINAL LUMBER -BROKEN LAP JOINTS. ONE THICKNESS OF 2%2' WOOD STRUCTURAL PANELS -JOINTS BACKED BY THE SAME. ONE THICKNESS OF%" PARTICLEBOARD -JOINTS BACKED BY THE SAME. Y2" GYPSUM BOARD. Y4" CEMENT -BASED MILLBOARD. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. CELLULOSE INSULATION INSTALLED AS TESTED FOR THE SPECIFIC APPLICATION. ®GUARDS - IRC R312 WHERE OPEN SIDED WALKING SURFACE (INCLUDING STAIRS, RAMPS & LANDINGS) IS GREATER THAN 30" ABOVE FLOOR OR GRADE BELOW FOR A HORIZONTAL DISTANCE OF 36", PROVIDE GUARDS UP 36" MIN (34" MIN. @ STAIRS) MEASURED FROM FINISHED ADIACENTSURFACE (LINE OF NOSING @ STAIR). TOP OF RAIL TO SUPPORT 200# LOAD APPLIED IN ANY DIRECTION. INFILL COMPONENTTO BE SPACED SO A 4" SPHERE MAY NOT PASS THRU (4%" @ STAIR) & SUPPORT 50# HORIZONTAL LOAD APPLIED TO 1 S.F. AREA. GLAZING USED IN GUARDS MUST BE SAFETY GLASS PER IRC R308. OGARAGE APPLIANCES PILOTS, BURNERS, SWITCHES UP 18" MINIMUM ABOVE FLOOR. U.L. APPROVED APPLIANCES WITH AUTO SHUTOFF SWITCH. INSTALL IMPACT BOLLARD. SET ELECTRIC WATER HEATER ON R-10 INSULATED INCOMPRESSIBLE BASE. INSTALL SEISMIC STRAPS WITHIN TOP Y3 & BOTTOM Y3 (4" MIN. ABOVE CONTROLS). PROVIDE PRESSURE RELIEF LINE TO EXTERIOR. IF FUEL FIRED APPLIANCES EXCEED 1000 BTU/HOUR INPUT PER 50 CUBIC FEET OF GARAGE VOLUME; INSTALL TWO SCREENED COMBUSTION AIR VENTS THROUGH EXTERIOR WALL, ONE WITHIN 12" OF CEILING & ONE WITHIN 12" OF FLOOR. USE NON -CLOSEABLE LOUVERED 12x12 WALL VENTS OR 8x18 FOUNDATION TYPE VENTS IN WALL FOR A MINIMUM NET FREE AREA OF 1 SQUARE INCH PER 4000 BTU/HOUR EACH VENT. SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION SECOND FLOOR PLAN SCALE: X" = V-0" 2203 SQ. FT. SECOND FLOOR 1469 SQ. FT. FIRST FLOOR 3672 SQ. FT. TOTAL LIVING 90 SQ. FT. FRONT PORCH 416 SQ. FT. REAR COVERED DECK 736 SQ. FT. FIRST FLOOR PATIO 1242 SQ. FT. TOTAL OUTDOOR LIVING APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 0 N O co rn 00 �J Q o z No 0 0 Q z o o � � m o � w � J 41, LLJ W U Q < _ r ~ x rn Q 0 00 00 RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 8-26-23 JCR FREN 18'-0" 10'-0" 769 SQ. FT. GARAGE 0 FULL DEPTH PRESSURE BLOCK (4)16d SHEAR NAILS -VERY OTHER 101ST/RFTRBAY. PER JOIST INTO (8)16d NAILS MIN. PER BLOCK PRESSURE BLOCK 2)16d TOE NAILS PER JOIST INTO CARRYING MEMBER PER PLAN TYPICAL PRESSURE BLOCK DTL WHERE APPLICABLE SCALE: '/" = V-0" 111 0 0 ZD 0 N 00 U 0 N co 52'-0" 16'-0" 14'-0" 6'-0" 16'-0" F 7'4 RAFTERS PER STRUCT. PAGES 24" LWR SAVE o II II I II II I 24" LWR EAVE � _ 24" LWR EAVE -1 FT-FI-F] T-_ F — — — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — — = C? o inca Ln K W I— � = N L bo ' Y2:12 / \ I II II II � II N O ::::D cc d O M N of z II II / I II II II II II II II L ALL BR'G WALLS FOR ROOF ' — STRUCTURE SHADED FOR CLARITY 20'-0" � — — 16'-0" — — / — — 16'-0" — — STAGGERED SPACING ALLOWS EA. RAFTER TO SIT FULLY ON BEAM/BR'G , WALL. SOLID BLK'G BTWN ------------------- - RAFTERS PER „ — — — — — STRUCTURAL PAGES / I --------------- ->DRYER F— — — — — — RAFTERS PER STRUCTURAL PAGES I �3----- ---------- r>FAN HNGRS PER STRUCT. ' / ' > RAFTERS PER ' STRUCTURAL PAGES % 16:12 %:12 � 2:12 j — — — — ==�g — — _ 47.,4 I II _ =71— _I -------- - ----------- >FAN OVERFRAME CRICKET @ 17/16:12 1 I — —7r— — — — — PITCH OVER HORIZ. VALLEY I I ' -------- I >FAN , I ° — CAR 20'-0" 8'-8" HNGRS PER STRUCT. <�=Y2:12 ' RAFTERS PERZD STRUCTURAL PAGES I , / RAFTERS PER I 2:12 STRUCTURAL PAGES I I 7°26 PIC RANGE HOOD BLW o OVERFRAME DUCT THROUGH ROOF M CRICKET N J D 4.W —_ z 7.4 w �LU 410 EXPOSED °°I RFTRS @ 36" O.C. cD p CD 2:12 >I i i i W �w 12" GABLE OVERHANG TYPICAL THROUGHOUT N N J 12" OVERHANG 8'-0" 18'-0" 10'-0" 24'-0" 52'-0" 0 N 0 N U w O I--- — u— < N GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING UNVENTED ATTIC SPACE - IRC R806 UNVENTED ATTIC SPACES & ENCLOSED RAFTER SPACES SHALL BE PERMITTED. R-10 (PER TABLE R806.5) AIR -IMPERMEABLE INSULATION SHALL BE PLACED DIRECTLY ON THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING. AIR -PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER THE AIR -IMPERMEABLE INSULATION. INSULATION SHALL BE STRINGED OR OTHERWISE SUPPORTED TO MAINTAIN ITS POSITION. UNVENTED ATTIC SPACE - IRC R806 UNVENTED ATTIC SPACES & ENCLOSED RAFTER SPACES SHALL BE PERMITTED. R-10 (PER TABLE R806.5) AIR -IMPERMEABLE INSULATION SHALL BE PLACED DIRECTLY ON THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING. AIR -PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER THE AIR -IMPERMEABLE INSULATION. INSULATION SHALL BE STRINGED OR OTHERWISE SUPPORTED TO MAINTAIN ITS POSITION. SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION ROOF FRAMING PLAN SCALE: X" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION O N O co C7l 00 LLJ Q O N O 0 0 Q z o CY) o � L1J 00 41, W L1J L, Q < r x rn Q rn O 00 00 RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 8-26-23 DRAWN JCR REVISION REVISION REVISION 0 MAX ALLOWED HEIGHT PER VIEW COVENANT -,,287.60' N 0 N AVE.GRADE ALLOWED PER VIEW COVENANT - 262.60' N MAX ALLOWED HEIGHT - 287.39' GREAT ROOM ROOF BEYOND 2x RAFTER TAIL. BACKSPAN & SEAT CUT @ BOTTOM OF 12 CONNECTION PER TJI DTLS7'� SLOPE PER TJI DTLS Y2 3" DRIP FLASHING--, 5/48 FASICIA - - - - TOP PLATE 2-26 TOP PLATE TJI RAFTERS PER PLAN TOP ROI,IGH OPN'G HDR PER PLAN l 2x6 LINER 2411 SUBFLOOR - 273.16' TOP PLATE 2-26 TOP PLATE TOP ROUGH OPN'G HDR PER PLAN 2x6 LINER ROOF SHT'G. NO VENTILATION BR'G PLATE PER TJI DTLS RUBBER ROOFING OR EQ. REQ'D IN RAFTER SPACE. 2x RAFTE TAIL. BACKSPAN & COMBINE W/BATT INSUL. FOR INSTALLED PER MFG R-38 MIN. IN RAFTER SPACE SOLID BLK'G @ SPECS OVER ROOF SHT'G CONNE TION PER TJI DTLS BR'G POINT 3" DRIP FLASHING - _ - -_ -_ �5/4x4 FASICIA L - _ - _ - - -- 5/48 SUB -FASCIA _ RAISED TOP PLATE TOP OF BM - BM PER PLAN CL'G OF HALL --- FIRESTOP @ 2 2 81-811 RAFTERS LEDGER & HNGRS PER PLAN 30" DEEP x 5'-6" 2x6 NON-BR'G WALL TALL BUILT-IN UNDER BM ABV PANTRY CABINET KITCHEN Zn DINING & GREAT m ROOM BEYOND 2x4 CL'G JSTS SUBFLR R-23 BLOWN ISLAND 'INSUL. PER - SPECS. TYP. N SUBFLR TJI FLR JSTS PER PLAN FAMILY ROOM FIRESTOP PER CODE OPEN RAILING BEYOND �I x OPEN RAILING @ SIDE R-23 BLOWN OF STAIR BEYOND INSUL. PER SPECS TYP LAUNDRY ROOM ROOF BEYOND END OF WALL BEYOND RUBBER ROOFING OR EQ. INSTALLED PER MFG SPECS OVER ROOF SHT'G 12 - 2 TJI RAFTERS PER PLAN CLOS T FOYER 2 CAR GARAGE 2x6INT. BR'G TANDEM GARAGE BEYOND WALL LANDING SUBFLR L LANDING SUBFLR TOP OF STEM 268.25' 6" SLOPE TO REAR OF TANDEM FIRESTOP LANDING FLR JSTS PER PLAN LEDGER & GARAGE SLAB & DOOR OPEN'G - 267.75' HNGRS PER I PLAN END OF WALL BEYOND iin STORAGE R-21 BATT INSUL. @ END OF WALL IN FURRING WALL. FOREGROUND 2x4 STUDS. 2x6 P.T. PLATE ffl 'i, FIN. SLAB - 263.00' FIN. SLAB AVE GRADE - 262.39' Ll 28'-0" 52'-0" DA FULL SECTION SCALE: %" = V-0" 24' -0" SEAT CUT & BOTTOM OF� SLOPE PER TJI DTLS 2x RAFTER TAIL. BACKSPAN & CONNECTION PER TJI DTLS 3" DRIP FLASHING 5/48 FASICIA TOP PLATE,, 24" 0 m TOP OF STEM WALL - 268.25' APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 0 N 0 co rn 00 LLJ Q o z No 0 0 z o Q O � � m o � L1J o0 J W L1J � Q r x rn Q 0 00 �1 RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT R E6-23 CLOSED CELL SPRAY FOAM CLOSED CELL SPRAY FOAM 3" DRIP FLASHING INSULATION ON UNDERSIDE OF INSULATION ON UNDERSIDE OF 5/44 FASICIA 30" ROOF SHT'G. NO VENTILATION ROOF SHT'G. NO VENTILATION REQ'D IN RAFTER SPACE. REQ'D IN RAFTER SPACE. MAX ALLOWED HEIGHT PER 5/48 SUB -FASCIA 2x RAFTER TAIL. BACKSPAN & COMBINE W/BATT INSUL. FOR COMBINE W/BATT INSUL. FOR VIEW COVENANT - 287.60' MAX ALLOWED HEIGHT - 287.39' CONNECTION PER TJI DTLS R-38 MIN. IN RAFTER SPACE R-38 MIN. IN RAFTER SPACE `V ACTUAL HEIGHT - 287.00' ------ ------ -- ---- -- _ VARIABLE SEAT OR BEVEL BR'G PLATE PER TJI DTLS STAGGERED SPACING ALLOWS RUBBER ROOFING OR EQ. RAISED TOP PLATE 12 EA. RAFTER TO SIT FULLY ON � BEAM/BR'G WALL BEYOND. INSTALLED PER MFG SPECS OVER ROOF SHT'G 1�6 SOLID BLK'G BTWN VARIABLE SEAT OR BEVEL o Ln N N AVE.GRADE ALLOWED PER VIEW COVENANT - 262.60' J-� AVE GRADE - 262.39' TOP PLATE TOP ROUGH OPN'G FIN. SLAB - 263.00' 2-2x6 TOP PL. BR'G PLATE PER TJI DTLS HDR PER PLAN FOR LOWER RFTRS TO BM 2x6 LINER _ - TOP OF BM RAFTERS OF KITCHEN IN FOREGROUND.-------- _ _ - - TAPER -RIP LAST DINING RAFTER TO SIT SEAT CUT BOTTOM BM PER PLAN 26LMR ON TOP OF LAST KITCHEN RAFTER OF UPPER RFTRS PER 2x4 HDR TJI DTLS 2x6 LINER WINDOW BEYOND TJI FLR JSTS PER PLAN FAMILY ROOM SLIDING GLASS DOOR BEYOND END OF WALL OF ENTERTAINMENT o, ALCOVE BEYOND SLIDING GLASS DOOR BEYOND 5'-0"x8'-0" ROUGH OPENING TO MASTER HALL BEYOND I II I OPEN RAILING BEYOND 40'-0" INTERIOR BR'G WALL Q ° STAIRWAY ❑ ❑ HALL BEYOND ❑ TJI RAFTERS PER PLA 24 12 SEAT CUT @ BOTTOM OF 2x RAFT R TAIL. BACKSPAN & SLOPE PER TJI DTLS CONN CTION PER TJI DTLS - TOP PLATE 2x CL'G JSTS, OF FLAT CL'G @ 9'-0" DUCT EXAUST FANS CD SISTER TO RFTRS AS NEEDED THRU RAFTER SPACE & o I 0o RIM JOIST BLW EAVE rn 00 TOP OF BM CD �J DOOR BEYOND BM PER PLAN 12 2x RAFTER TAIL. BACKSPAN & z o N o 0 R-23 BLOWN - 2 CONNECTION PER TJI DTLS 0 CD INSUL. PER I Q o SPECS. TYP. 'LEDGERPER & HNGRS 3" DRIP FLASHING FASICIA m � 0 O1 ��5/4x8 I; o � PWDR RM I ALCOVE TJI RAFTERS PER PLAN TOP PLATE J w L1J SEAT CUT @ BOTTOM OF Q Q BATHRM #2 FAN VENTS THROUGH SLOPE PER TJI DTLS 24 X VOID IN FOREGROUND TO RAFTER a, Q SPACE ABV rn ~ 2x6 NON-BR'G WALL I 00 DBL WOOD FLOOR FOR 00 SEPARATION BTWN GARAGE & LIVING SPACE L SUBFLR AA 0 TJI FLR JSTS PER PLAN o, TOP PLATE R-38 I N U L. EXTEND R ES U B WALLL TO CRLIGG C�l m Apr 24 2024 DOOR BEYOND BARN DOOR CITY OF EDMONDS DEVELOPMENT SERVICES TOP OF STEM - 268.25' �BATHRM 6" SLOPE TO REAR OF TANDEML TOP OF STEM WALL - 268.25' DEPARTMENT #2 r 52'-0" © FULL SECTION SCALE: %" -1'-0" R-21 BATT INSUL. @ FURRING WALL. 2x4 STUDS. 2x6 P.T. PLATE 12'-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION DATE 8-26-23 DRAWN JCR REVISION REVISION REVISION E2 M O 00 M N Lu J Q�� 2 �or Lr) LN (�)/ L f, W `/ M W W Y J Q W N � W z O 0 VARIABLE SEAT OR BEVEL BR'G PLATE PER TJI DTLS CLOSED CELL SPRAY FOAM 18" INSULATION ON UNDERSIDE OF ROOF SHT'G. NO VENTILATION OVERHANG OF MASTER REQ'D IN RAFTER SPACE. BATH ROOF BEYOND 2x RAFTER TAIL. BACKS AN & COMBINE W/BATT INSUL. FOR 18 CONNECTION PER TJI TLS R-38MIN. IN RAFTER SPACE 12" VARIABLE SEAT OR BEVEL RUBBER ROOFING OR EQ. 3" DRIP FLASHING _ _ _ 12 BR'G PLATE PER TJI DTLS INSTALLED PER MFG 5/44 FASICIA Y2 SPECS OVER ROOF SHT'G SEAT CUT @ BOTTOM OF 2x RAFTER TAIL. BACKSPAN & DRIP FLASHING 5/48 SUB -FASCIA - - - - - - - - - - - SLOPE PER TJI DTLS CONNECTION PER TJI DTLS 5/44 FASICIA - -- - 4x8 SUB FASCIA _ _ _ _ _ --- ��3 DRIP FLASHING --- - - - � 5/4x8 FASICIA TJI RAFTERS PER PI 0 1x3 TRIM BAND @ SOFFIT PER SPECS 2 2x6 TOP PLATE o BOTTOM OF LAST RFTR HDR PER PLAN co WINDOW BEYOND WINDOW BEYOND WINDOW WINDOW WINDOW 2x6 LINER Q o BM BEYOND. 1x3 TRIM BAND @ BEYOND BEYOND BEYOND LLJ BOTTOM. HARDIE PANEL SIDING OVER o CD z NCD Q z o o � 2x6 INTERIOR C BR'G WALL o CD COVERED DECK MASTER BEDROOM MASTER BATH CLOSET WINDOW IN FOREGROUND O° w SHOWN > < Q ~ x rn Q rn GLASS RAILING BEYOND CD 00 00 z It �I 71 M D TJI FLR JSTS PER PLAN R-38 I N U L. DROP 'G INHALLWAY IN FO EGROSUND FOR RES U B HRV DUCTING & PLUMBING Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES COVERED PATIO BEDROOM #2 R-23 BLOWN DEPARTMENT CLOS T INSUL. PER CRAWL SP. -STORAGE SPECS. TYP. 0 00 RAISED STEM WALL BEYOND R-15 RIGID INSUL. SECURED TO INSIDE FACE OF STEM WALL. TIGHT FITTO BOT. OF HUNG FLR JSTS. EXTEND BLW FINISHED CRAWL VA GRADE 24" OR TO TOP OF FTG VISQUEEN & RAT SLAB OVER FINISHED GRADE OF ALL CRAWL SPACES. VISQUEEN TO HAVE ALL JOINTS LAPPED 6" MIN. & EXTEND UP STEM WALL 6" MIN. (10 DA FULL SECTION SCALE: %" = V-D" m z ' Q DATE 8-26-23 DRAWN JCR RUBBER ROOFING OR ECI, INSTALLED PER MFG SPECS OVER ROOF SHT'G SEE SECTION A FOR LOWER PLATE HT. 24" CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF VARIABLE SEAT OR BEVEL 3" DRIP FLASHING ROOF SHT'G. NO VENTILATION BR'G PLATE PER TJI DTLS 5/44 FASICIA REQ'D IN RAFTER SPACE. 5/48 SUB -FASCIA COMBINE W/BATT INSUL. FOR 12 R-38 MIN. IN RAFTER SPACE Y RAISED TOP PLATE ,I 410 EXPOSED - KITCHEN RAFTERS PER PLAN OP zn BIRDS MOUTH RFTRS @ 12 ®- BMS. FULL DEPTH RAFTERFOR OVERHANG 2 �s TOR -OF LI - --- L----- j /I R-23BLOWN I = I INSUL. PER l `Y' SPECS. TYP. N SUBFLR TJI FLR JSTS PER PLAN 8'-0" CORNER OF DEL DOORS CLOSET BEYOND BEYOND DEN -OFFICE RAISED STEM IN FOREGROUND R-21 BATT INSUL. @ FURRING WALL. 2x4 STUDS. 2x6 P.T. PLATE FIN.ISLAB - 263.00' TRANSOM WINDOW BEYOND RUBBER ROO ING OR EQ. INSTALLED PER MFG SPECS OVER OOF SHT'G 2x T&G EXPOSED CAR DECKING CRICKET TOP OF BM WINDOW BEYOND �D PARIAL SECTION FOYER ROOF BEYOND 2x SOLID BLK'G BTWN RFTRS @ WALL LINE. - TOP & BOT. o FRONT DOOR BEYOND 10'-0" 18" COVERED PORCH LANDING SUBFLR SCALE: %" =1'-0" FASCIA BEYOND & IN FOREGROUND EA. SIDE OF STAIR ROOF 2x6 RFTRS @ 24" O.C. TO MATCH SCABBED TAILS OF IJST RAFTERS 3" DRIP FLASHING 5/48 FASICIA� TOP OF BM OVER STAIR „L u TOP OF BM BM PER PLAN RAISED TOP PLATE 24" BM PER PLAN SEE SECTION A FOR LOWER PLATE HT. s -�1 j 10 TRIM BAND @ BOT. - - J TOP OF BM OF BM. HARDIE PANEL SIDING 3 EXPOSED SIDES LAST RFTR OVERHANG IN FRONT OF GARAGE o COLUMN BEYOND COLUMN BEYOND WALL IN of �o & IN FOREGROUNDI FOREGROUND zo 24" BM PER PLAN. BACKSPAN INTO WALL FRAMING j I I o I I I � I I I I I SUBFLR BEYOND o FIN. DECK SURFACE 1-0 4 z I I I 2 CAR GARAGE N �o M FIN. LANDING SURFACE ° TOP OF STEM - 268.25' FIN. SLAB BEYOND 2x6 HF#2 DECK JSTS @ 16 O.C. FOR LANDING I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I� RUBBER ROOFING OR EQ INSTALLED PER MFG 4T CUT & BOTTOM OF SPECS OVER ROOF SHT'G SLOPE PER TJI DTLS MASTER ROOF BEYOND 12 Y -- TJI RAFTERS PER PLAN SOFFIT PER SPECS WINDOW BEYOND SLIDING GLASS DOOR BEYOND GLASS RAILING @ EDGE OF STAIR BEYOND II � L - - - - CORNER OF COVE BEDRM BEYOND WINDOW BEYOND RED DECK SPACED DECKING PER SPECS 2x DECK JSTS PER PLAN WINDOW BEYOND DOOR TO CORNER OF STORAGE BEDRM BEYOND 2 -6 BEYOND ( PARIAL SECTION WINDOW BEYOND SCALE: %" =1'-0" CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF -ROOF SHT'G. NO VENTILATION REQ'D IN RAFTER SPACE. COMBINE W/BATT INSUL. FOR R-38 MIN. IN RAFTER SPACE R-23 BLOWN INSUL. PER SPECS. TYP. SLIDING GLASS DOOR GREAT ROOM R-38 I N U TOP FLUSH BM PER PLAN COVERED PATIO -TJI FLR JSTS PER PLAN WINDOW BEYOND LSL RIM. TAPER -RIP TO SET ON SLOPING ROOF OF KITCHEN BEYOND DINING AREA KITCHEN OF PARIAL SECTION SCALE: %" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATF- J S. 0 N 0 rn 00 �J Q o z No 0 0 Q z o o � : m o W O LLJ _ n ~ x rn Q rn 0 OD OD RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 8-26-23 DRAWN JCR REVISION REVISION REVISION BY: CITY ENGINEERING DIVISION ETA CHAPTER 3 GENERAL REQUIREMENTS MATERIALS, SYSTEMS, AND EQUIPMENT - R303 R303.1 IDENTIFICATION MATERIALS, SYSTEMS, AND EQUIPMENT SHALL BE IDENTIFIED IN A MANNER THAT WILL ALLOW A DETERMINATION OF COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THIS CODE. -R303.1.1. BUILDING THERMAL ENVELOPE INSULATION INSULATION INSTALLERS SHALL PROVIDE A CERTIFICATION LISTING THE TYPE, MANUFACTURER AND R-VALUE OF INSULATION INSTALLED IN EACH ELEMENT OF THE BUILDING THERMAL ENVELOPE. FOR BLOWN OR SPRAYED INSULATION (FIBERGLASS AND CELLULOSE), THE INITIAL INSTALLED THICKNESS, SETTLED THICKNESS, SETTLED R-VALUE, INSTALLED DENSITY, COVERAGE AREA AND NUMBER OF BAGS INSTALLED SHALL BE LISTED ON THE CERTIFICATION. FOR SPRAYED POLYURETHANE FOAM (SPF) INSULATION, THE INSTALLED THICKNESS OF THE AREAS COVERED AND R-VALUE OF INSTALLED THICKNESS SHALL BE LISTED ON THE CERTIFICATION. THE INSULATION INSTALLER SHALL SIGN, DATE AND POST THE CERTIFICATION IN A CONSPICUOUS LOCATION ON THE JOB SITE. -R303.1.1.1. BLOWN OR SPRAYED ROOF/CEILING INSULATION THE THICKNESS OF BLOWN -IN OR SPRAYED ROOF/CEILING INSULATION (FIBERGLASS OR CELLULOSE) SHALL BE WRITTEN IN INCHES ON MARKERS THAT ARE INSTALLED AT LEAST ON FOR EVERY 300 SQUARE FEET THROUGHOUT THE ATTIC SPACE. THE MARKERS SHALL BE AFFIXED TO THE TRUSSES OR JOISTS AND MARKED WITH THE MINIMUM INITIAL INSTALLED THICKNESS WITH NUMBERS A MINIMUM OF 1" IN HEIGHT. EACH MARKER SHALL FACE THE ATTIC ACCESS OPENING. SPRAY POLYURETHANE FOAM THICKNESS AND INSTALLED R-VALUE SHALL BE LISTED ON CERTIFICATION PROVIDE BY THE INSULATION INSTALLER. -R303.2.1. PROTECTION OF EXPOSED FOUNDATION INSULATION INSULATION APPLIED TO THE EXTERIOR OF BASEMENT WALLS, CRAWLSPACE WALLS AND THE PERIMETER OF SLAB -ON -GRADE FLOORS SHALL HAVE A RIGID, OPAQUE AND WEATHER -RESISTANT PROTECTIVE COVERING TO PREVENT THE DEGRADATION OF THE INSULATION'S THERMAL PERFORMANCES. THE PROTECTIVE COVERING SHALL COVER THE EXPOSED EXTERIOR INSULATION AND EXTEND A MINIMUM OF 6" BELOW GRADE. CHAPTER 4 [RE] RESIDENTIAL ENERGY EFFICIENCY GENERAL-R401 -R401.3. CERTIFICATE (MANDATORY) A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS -FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL LIST "GAS -FIRED UNVENTED ROOM HEATER," "ELECTRIC FURNACE" OR "BASEBOARD ELECTRIC HEATER," AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR GAS -FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. BUILDING THERMAL ENVELOPE - R402 -R402.1.1 INSULATION AND FENESTRATION CRITERIA THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF TABLE R402.1.1 BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. -R402.1.2 R-VALUE COMPUTATION INSULATION MATERIAL USED IN LAYERS, SUCH AS FRAMING CAVITY INSULATION AND INSULATING SHEATHING, SHALL BE SUMMED TO COMPUTE THE COMPONENT R-VALUE. THE MANUFACTURER'S SETTLED R-VALUE SHALL BE USED FOR BLOWN INSULATION. COMPUTED R-VALUES SHALL NOT INCLUDE AN R-VALUE FOR OTHER BUILDING MATERIALS OR AIR FILMS. -R402.1.3 U-FACTOR ALTERNATIVE AN ASSEMBLY WITH A U-FACTOR EQUAL TO OR LESS THAN THAT SPECIFIED IN TABLE R402.1.3 SHALL BE PERMITTED AS AN ALTERNATIVE TO THE R-VALUE IN TABLE R402.1.1. -R402.1.4 TOTAL UA ALTERNATIVE IF THE TOTAL BUILDING THERMAL ENVELOPE UA (SUM OF U-FACTOR TIMES ASSEMBLY AREA) IS LESS THAN OR EQUAL TO THE TOTAL UA RESULTING FROM USING THE U-FACTORS IN TABLE R402.1.3 (MULTIPLIED BYTHE SAME ASSEMBLY AREA AS IN THE PROPOSED BUILDING), THE BUILDING SHALL BE CONSIDERED IN COMPLIANCE WITH TABLE R402.1.1. THE U-FACTORS FOR TYPICAL CONSTRUCTION ASSEMBLIES ARE INCLUDED IN APPENDIX A IN CHAPTER 51-11C WAC. THESE VALUES SHALL BE USED FOR ALL CALCULATIONS. WHERE PROPOSED CONSTRUCTION ASSEMBLIES ARE NOT REPRESENTED IN APPENDIX A, VALUES SHALL BE CALCULATED IN ACCORDANCE WITH THE ASHRAE HANDBOOK OF FUNDAMENTALS USING THE FRAMING FACTORS LISTED IN APPENDIX A WHERE APPLICABLE AND SHALL INCLUDE THE THERMAL BRIDGING EFFECTS OF FRAMING MATERIALS. THE SHGC REQUIREMENTS SHALL BE MET IN ADDITION TO UA COMPLIANCE. WHEN USING RESCHECK, THE U-FACTORS CALCULATED BY THE SOFTWARE BASED ON COMPONENT R-VALUE DESCRIPTIONS ARE ACCEPTABLE. FOR THE BASE BUILDING UA CALCULATION, THE MAXIMUM GLAZING AREA IS 15% OF THE FLOOR AREA. TABLE R402.1.1 INSULATION & FENESTRATION REQUIREMENTS BY COMPONENT CLIMATE ZONE 5 AND MARINE 4 FENESTRATION U-FACTORb 0.30 SKYLIGHT U-FACTOR 0.50 CEILING R-VALUE' 49 WOOD FRAME WALI!" R-VALUE 21 INT FLOOR R-VALUE 30 BELOW GRADEc' h WALL R-VALUE 10/15/21INT +TB SLAB"' R-VALUE & DEPTH 10, 2FT 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 ON THE 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. "10/13" MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. "5TB" MEANS 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 EQUIVALENTTO THE REQUIRED PERIMETER SLAB INSULATION WHEN APPLIED TO EXISTING SLABS COMPLYING WITH SECTION R503.1.1. IF FOAM PLASTIC IS USED, IT SHALL MEETTHE REQUIREMENTS FOR THERMAL BARRIERS PROTECTING FOAM PLASTICS. g FOR LOG STRUCTURES DEVELOPED IN COMPLIANCE WITH STANDARD ICC 400, LOG WALLS SHALL MEETTHE 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" ON CENTER, 78 PERCENT OF THE WALL CAVITY INSULATED AND HEADERS INSULATED WITH A MINIMUM OF R-10INSULATION. TABLE 406.2 ENERGY CREDITS (DEBITS) 6.0 TOTAL POINTS REQUIRED 6.0 TOTAL POINTS PROVIDED OPTION DESCRIPTION CREDIT(S) FOR AN INITIAL HEATING SYSTEM USING A HEAT PUMP THAT MEETS FEDERAL STANDARDS 1.0 SYSTEM FOR THE EQUIPMENT LISTED IN TABLE C403.3.2(1)C OR C403.3.2(2) TYPE OR AIR TO WATER HEAT PUMP UNITS THAT ARE CONFIGURED TO PROVIDE BOTH HEATING 2 AND COOLING AND ARE RATED IN ACCORDANCE WITH AHRI 550/590 1.3 EFFICIENT BUILDING ENVELOPE 1.3: 0.5 PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R402.1.1 WITH THE FOLLOWING MODIFICATIONS: VERTICAL FENESTRATION U = 0.28 FLOOR R-38 SLAB ON GRADE R-10 PERIMETER AND UNDER ENTIRE SLAB BELOW GRADE SLAB R-10 PERIMETER AND UNDER ENTIRE SLAB OR COMPLIANCE BASED ON SECTION R402.1.4: REDUCE THE TOTAL UA BY 5% 2.1 AIR LEAKAGE CONTROL & EFFICIENT VENTILATION 2.1: 0.5 COMPLIANCE IS BASED ON TABLE R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAX. @ 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1507.3 OF THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FAN (MAXIMUM 0.35 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN (IF PRESENT). VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM MOTOR ARE ALLOWED, PROVIDED THAT THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN VENTILATION ONLY MODE. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED, THE MAXIMUM TESTED BUILDING AIR LEAKAGE, AND SHALL SHOW THE QUALIFYING VENTILATION SYSTEM AND ITS CONTROL SEQUENCE OF OPERATION. 3.6' HIGH EFFICIENCY HVAC EQUIPMENT 3.6: 2.0 DUCTLESS SPLIT SYSTEM HEAT PUMPS WITH NO ELECTRIC RESISTANCE HEATING IN THE PRIMARY LIVING AREAS. A DUCTLESS HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10 SHALL BE SIZED AND INSTALLED TO PROVIDE HEATTO ENTIRE DWELLING UNIT ATTHE DESIGN OUTDOOR AIR TEMPERATURE. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED, THE HEATED FLOOR AREA CALCULATION, THE HEATING EQUIPMENTTYPE(S), THE MINIMUM EQUIPMENT EFFICIENCY, AND TOTAL INSTALLED HEAT CAPACITY (BY EQUIPMENT TYPE). a. AN ALTERNATIVE HEATING SOURCE SIZED AT MAXIMUM OF 0.5 WATTS PER SQUARE FOOT (EQUIVALENT) OF HEATED FLOOR AREA OR 500 WATTS, WHICHEVER IS BIGGER, MAY BE INSTALLED IN THE DWELLING UNIT. 5.5 EFFICIENT WATER HEATING 5.5: ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. 2.0 // HALF WALL OR OPEN RAIL UP 36" STANDARD DETAIL. ACTUAL ABOVE NOSING. PICKETS OR PT SILL PLATE, ANCHOR BOLTS GOVERNING CODES: STAIR MAY VARY. SEE PLANS z INFILLSPACED SO4%"SPHERE MAY NOT PASS THRU. INFILLTO &WASHERS PER ENGINEER FOR DIMENSIONS o 2018 INTERNATIONAL BUILDING CODE (IBC) SUPPORT 50# HORIZONTAL LOAD 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) IF TRIANGLE LEFT CONTINUOUS #4 BAR 5" FINISHED GRADE SLOPED FOR 6" 2018 INTERNATIONAL FIRE CODE (IFC) OPEN, 6 SPHERE BELOW TOP OF WALL z FALL WITHIN 10' R PROVIDE SWALE g 2016NFPA13 - 2016NFPA72 FOR TREADS, RISERS & NOSINGS, MAY NOT PASS THRU n a OR DRAIN. IMPERVIOUS SURFACE a 2018 INTERNATIONAL MECHANICAL CODE (IMC) GREATEST DIMENSION MAY NOT = TO SLOP 2%AWAY FROM BUILDING 2018 INTERNATIONAL PLUMBING CODE (IPC) EXCEED THE SMALLEST �_ #4 HORIZONTAL BAR @ 24" O.C. 2009 ICC A117.1 2018 WASHINGTON STATE ENERGY CODE (WSEC) DIMENSION BY MORE THAN %" - #4 BAR @ 48 O.C. WITH STANDARD HOOK. EXTEND TO 3' I, TI T T T T T iT c TI T T T T T iT " MIN TI T T T T iT OTHER APPLICABLE CODES FIREBLOCK ADJACENT �= X Q CLEAR FROM BOTTOM OF FTG ° STRUCTURAL: WALLS PER IRC R602 z �� 36"MIN. DIR. o ROTATE AS REQ'D MAINTAIN m IF REQ'D. 4' TIGHTLINE TO _ OF TRAVEL PROPER CONCRETE COVER o Ti u, SEISMIC ZONE D1 / D2 PER R301 & ENGINEERING WIND B) BASIC SPEED: 85 MPH PER R301 1%" 2" DIAM. HANDRAIL CONTINUOUS w WIDTH TO MATCH a CONNECT DOWNSPOUTS z z DAMP PROOFING PER IRC R406 TO APPROVED DISCHARGE. � (EXP. ON 1 SIDE OF STAIR. MIN. SPACE �, z I, STAIRWAY SERVED ° SEPARATE FROM 00 m COMPONENT/CLADDING LOADS PER R301 TO WALL. RETURN ENDS TO WALL OR FOUNDATION DRAIN. ti NEWELL. RAIL TO SUPPORT 200# LOAD � 2-#4 CONTIN. HORIZ. BAR 3' o X LOADS PER R301 LIVE DEAD TOTAL APPLIED IN ANY DIRECTION. 4Y2" MAX Z 10" IN 00 MIN. CLEAR FROM BOTTOM a Q � ENCROACHMENT INTO STAIR. �' d .. 00 ROOF (GROUND SNOW) 25 PSF 10 PSF 35 PSF ATTICS LIMITED STORAGE 20 PSF 10 PSF 30 PSF Wx 12" OSB STEPPING TREADS M WHERE DEPTH OF STRINGER GREATER M 1x8 RIPPED RISERS THAN DEPTH OF FLR JSTS PROVIDE 3/" a ATTICS -HABITABLE BY STAIRS 30 PSF 10 PSF 40 PSF 3 s Y4„ MIN. -1Y MAX. NOSING /6 MAX NAILER SECURED TO JSTS. NAIL THRU DECKS 60 PSF 10 PSF 70 PSF RADIUS. NOSING NOT REQUIRED FOR NAILER INTO END OF STRINGERS EXTERIOR BALCONIES 60 PSF 10 PSF 70 PSF TREADS IS 11" OR GREATER PER ENG. 4" DIAM. PERF. FOUNDATION DRAIN IN FIRE ESCAPES 40 PSF 2x12 STRINGERS @ 16" O.C. WASHED GRAVEL & FILTER FABRIC. GUARDRAIL/ HANDRAILS 200 LBS AT TOP IN ANY DIRECTION 2x4 THRUST BLOCK MAX. 2x4 STIFFENER 1 SIDE SEE FOUNDATION PLAN CONNECT TO APPROVED DISCHARGE GUARDRAILS -IN FILL 50 LBS HORIZ. APPLIED TO SQ. FT. PROTECT ACCESSIBLE ROOMS (NOT SLEEPING) 40 PSF 10 PSF 50 PSF ENCLOSED SPACES W�"GWB IRC R405.1: DRAINAGE ONLY REQ'D WHERE SLEEPING ROOMS 30 PSF 10 PSF 40 PSF �� FOUNDATION WALLS ENCLOSE HABITABLE STAIRS 40 PSF 10 PSF 50 PSF OR USEABLE SPACE OR 300 LB PT. LOAD ON 4 SQ. IN. TYP. INTERIOR RESIDENTIAL STAIR DTL IRC SECTION 311 TYPICAL STEM WALL DTL- SCALE: %" = V-0" SCALE: 1" = V-0" %" T&G OSB SUBFLOOR. 2x6 BASE PLATE.16d @ EXTERIOR GLUE & 8d @ 6" 16" O.C. TO JSTS/BLK'G O.C. EDGES & SOLID BLK'G & 2-16d EA. STUD 12' O.C. FIELD 2x RIM JOIST. 3-16d EA. JOIST VI FLOOR JSTS PER PLAN = SHEATHING & NAILING SOLID BLK'G @ALL PER SHEARWALL SUPPORTS SCHEDULE Y2" GYPSUM BOARD 2-2x6 TOP PLATE SIDING PER a ELEVATION OVER HDR PER PLAN PLACED TIGHT APPROVED WATER UNDER DEL TOP PLATE. 2" R-10 RESISTANT BARRIER INSUL. @ 4x HDRS zoill 2x6 STUDS @ 16" O.C. INSULATION PER o ENERGY NOTES Y2" GYPSUM BOARD if FLOOR TO WALL DTL 34 T&G OSB SUBFLOOR. EXTERIOR GLUE & 8d @ 6" O.C. EDGES & SOLID BLK'G & 12" O.C. FIELD FLOOR JSTS PER PLAN 2-2x4 TOP PLATE 2x4 STUDS @ 16" O.C. Y2" GYPSUM BOARD INSUL. PER ENERGY NOTES 2x6 PT BASEPLATE 3Y2" CONC. SLAB OVER 4" BASE. FILL &COMPACT AS REQUIRED 2 RIGID FOAM R-101NSUL. PER ENERGY NOTES & CREDITS. BEVEL FOAM FOR THERMAL BREAK SCALE: 3/" = V-0" 2x BASE PLATE 2-16d EA. STUD PT SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER RAFTERS PER PLAN COMPOSITION ROOFING OVER 30# FELT %6' OSB ROOF SHT'G PER PLAN 2x VENT BLOCK. 3-2" DIAM. HOLES COVERED WY" CORROSION RESISTANT MESH BIRDS MOUTH RAFTER TO MATCH TRUSS TAILS. SOLID BLK'G @ WALL LINE Y2" CCX PLYWOOD @ EAVES BATT INSULATION PER ENERGYAll METAL GUTTERS NOTES WITH 1" MIN. AIR SPACEI PER SPECS I� %" GWB OR SAG RESISTANT Wx 8 FASCIA Y2" GYPSUM BOARD PER PLAN H10R H2.5 EA. TRUSS z SHEATHING & NAILING TO TOP PLATES PER SHEARWALL 2-26 TOP PLATE w SCHEDULE a HDR PER PLAN PLACED TIGHT SIDING PER UNDER DBLTOP PLATE. 2" R-10 z ELEVATION OVER INSUL. @ 4x HDRS APPROVED WATER 2x6 STUDS @ 16" O.C. o RESISTANT BARRIER INSULATION PER o ENERGY NOTES Y2" GYPSUM BOARD RAFTER TO WALL DTL SCALE: 3/" = V-0" 2x6 STUDS @ 16" O.C. INSUL. PER ENERGY NOTES IL Y2" GYPSUM BOARD IF REQ'D. 4" TIGHIOUND. LINE TO CONNECT DOWNOUTS. SEPARATE FROM DRAIN z Q J Lu a 3Y2" CONC. SLAB OVER 4" BASE. FILL &COMPACT AS REQUIREDI ,. _ - . .- 2" RIGID FOAM R-101NSUL. PER ENERGY NOTES & CREDITS. BEVEL-7" FOAM FOR THERMAL BREAK SEE STEM WALL DTL IF REQ'D. 4" TIGHTLINE TO CONNECT DOWNPOUTS. SEPARATE FROM FOUND. DRAIN V "DIAM. PERF. FOUNDATION RAIN IN WASHED GRAVEL & FILTER FABRIC. CONNECT TO APPROVED DISCHARGE BAS E M E NT WALL DTL SCALE: %" = V-0" SIDING PER SIDING PER ELEVATION OVER ELEVATION OVER APPROVED WATER APPROVED WATER RESISTANT BARRIER RESISTANT BARRIER 2x4 STUDS @ 16" O.C. 2x6 SHEATHING & NAILING STUDS IF NOTED ON PLANS SHEATHING & NAILING PER SHEARWALL PER SHEARWALL SCHEDULE SCHEDULE 18 2x BASE PLATE 2x BASE PLATE 2-16d EA. STUD 2-16d EA. STUD �PT PT SILL PLATE, ANCHOR BOLTS SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER 3Y" CONC. SLAB OVER 4" BASE. & WASHERS PER ENGINEER � FILL& COMPACT AS REQUIRED N N 0 SEE STEM z = SEE STEM z WALL DTL :�i °..I-r WALL DTL 2 L: 00 IL: ' 00 ti IF REQ'D. 4" TIGHTLINE TO PER I RC 405.1 CONNECT PER I RC 405.1 FOOTING DRAIN ONLY REQ'D FOUNDDOWN. DRAINTS. SEPARATE FROM FOUND. DRAIN FOOTING DRAIN ONLY REQ'D WHERE FOUNDATION WALLS WHERE FOUNDATION WALLS ENCLOSE USABLE SPACE ENCLOSE USABLE SPACE. SLAB FLOOR - STEM WALL DTL GARAGE - STEM WALL DTL SCALE: %" = V-0" SCALE: %" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M CD 0 00 Q� N 2 ��N ( ) M W w tJ c� J r4 N F- LL- z 0 0 0 N 0 co rn 00 �J Q o z No Q z o O � � m o � w CD LLJ Q� r a� X rn Q rn 0 00 00 RESUB Apr 24 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 8-26-23 DRAWN JCR REVISION REVISION REVISION 0