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APPROVED BLD FIR BLD2023-1286+Architectural_Plan+10.13.2023_4.59.52_PM+3840812Approved DFM akr%s hurt South County Fire Date: 11 /15/2023 11-15-2023 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. 3. APPROVAL OF BUILDING PERMIT PENDING CIVIL PLAN APPROVAL. DFM BURT TYPICAL LAP SIDING ON'WALL' OF BUILT UP OVERHANG. TYPICAL THROUGHOUT FULL HT. STONE VENEER TO SOFFIT ABV. FRONT WALL ONLY TYPICAL LAP SIDING ON'WALL' OF BUILT UP OVERHANG. TYPICAL THROUGHOUT %x4TRIM BAND @ BOTTOM OF BEAM TYPICAL LAP SIDING BOTH INSIDE WALLS OF COVERED 1'4"x4'6" PORCH HARDIE PANEL SIDING 4 SIDES OF FRAMED COLUMN. ALIGN SEAMS ON 4 SIDES ABV RAILING SAFETY GLASS RAILING OF COVERED PORCH 36" MIN. HT. ABV HIGHEST POINT OF SLOPED FLOOR WRAP HARDIE SIDING PANEL AROUND CORNER. SEE FRONT „ ,.,. ....... ........ .... r.,.. D/lDru CInIAI!' nTl Dr_' 1 1 r1r1 r1 �1 r1 r1 �1 �1 Al r1 r1 r1 r1 rl r1 r1 r1 i1 �1 �1 f/ it rf e1 TVnr 9 C rrl T I Inmrn \/A I I CV S.G. r1 r1 S.G. r1 r1 S.G. r1 S.G. r1 S.G. r1 r1 PRE -FINISHED ACCENT SIDING @ FRONT DOOR WALL FULL HT. STONE VENEER TO CL'G ABV. FRONT OF WALL ONLY. HARDIE PANEL SIDING WHERE SHOWN. PROVIDE FLASHING AT ALL SEAMS MAX ALLOWED HT. - 262.22' LAP SIDING W/8%" REVEAL INSTALLED OVER APPROVED WATER RESISTIVE BARRIER. HORIZONTAL JOINTS TO BE LAPPED? MIN. VERTICAL JOINTS LAPPED 6" MIN. PER R703 'T' FLASHING @ SIDING BREAK. TYPICAL THROUGHOUT 5/44TRIM BOARD @ BOTTOM OF WINDOWS. EXTEND AROUND CORNER & TO PORCH TRIM FRONT PORCH ROOF) EXHAUST & MAKE UP AIR METAL CORNER TRIM. SEE DTL. — — — — FOR HEAT PUMP WATER TYPICAL THROUGHOUT HEATER THRU RIM JOIST HOME TO BE EQUIPPED FRONT ELEVATION SCALE: X"=V-0" WITH 13D FIRE APPROVED ADDRESS TO BE PLAINLY LEGIBLE& \ SPRINKLER SYSTEM VISIBLE FROM THE STREET. NUMBERS IN CONTRAST TO BACKGROUND. MIN. 4" HIGH &Y2" THICK STROKE 7'-6x 1-3" T-6" x 1'-3" 4'-1"x 1'-5" 4'-2" x 1'-5" 4'-1"x 1'-5" 2'-5" x 1'-5" 16x76 \\ \\ \\ 2'S"x7'6" SAF. GL. SAF. GL. SAF. GL. SAF. GL. rf r1 r/ rf rf �0/ r1 r1 TYPICAL LAP SIDING BOTH 6""''-3" INSIDE WALLS OF COVERED PORCH METAL CORNER TRIM. SEE DTL. SAF. GL. SAF. GL. TYPICAL THROUGHOUT 4'S HARDIE PANEL SIDING 4 } f SIDES OF FRAMED SAF. GL. SAF. GL. COLUMN. ALIGN SEAMS ON 4 SIDES ABV RAILING SAFETY GLASS RAILING OF r1 r1 r1 r1 r1 COVERED PORCH 36" MIN. HT. ABV HIGHEST POINT OF r1 r1 f/ SLOPED FLOOR 7'-6"x 1'4" 7'-6"x 1'4" - - -�� i I x SAF. GL. SAF. GL. k SAF. GL. 7'-6"x9" SAF. GL. II II SAF. GL. SAF. GL. Ez L, i SAF. GL. I SAF. GL. I SAF. GL. 'T' FLASHING @ ALL TYPICAL LAP SIDING 3 SIDING TRANSITIONS. INSIDE WALLS OF TYPICAL THROUGOUT COVERED PORCH 4b" x 1' S" 4'V x7' 6" z N Q � z = � x Q � RYER VENT SAF. GL. SAF. GL. ; .: 4'1" x 1'-5. 4T' x7-6• T-7" x l'-5" 1' x 1 5" 4'-2" x l'-5" 4'4"x 1' 5" T-6" x 1'-5" VINYL SASH INSUL. GLASS TYPICAL SAF. GL. SAF. GL. SAF. GL. BATH FAN SAF. GL. [7G SAF. G SAF. G SAF. GL. SAF. GL. \_PRE -FINISHED ACCENT SIDING Xx 4 TRIM BAND @ BOTTOM OF BM REAR ELEVATION SCALE: X" = V-0" TH FAN �u FAN VENT TERMINATION FROM BATHROOM FAN. 36" MIN. CLEAR. TO OPEN'G WINDOWS. TYPICAL THROUGHOUT MAX ALLOWED HT. - 262.22' Separate Plumbing Permit Required. Please apply via MyBuildingPermit.com HARDIE PANEL SIDING 4TRIM BAND @ 70M OF WINDOWSAPPROVE PLANS MUST BE - 1---—AVERAGE GRADE 237.22' ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Q o o 00 Q Q � z ON O o rw 0 0 I U 0 DATE FAN VENT TERMINATION FROM BATHROOM FAN. 36" MIN. CLEAR. TO OPEN'G WINDOWS. TYPICAL THROUGHOUT MAX ALLOWED HT. - 262.22' Separate Plumbing Permit Required. Please apply via MyBuildingPermit.com HARDIE PANEL SIDING 4TRIM BAND @ 70M OF WINDOWSAPPROVE PLANS MUST BE - 1---—AVERAGE GRADE 237.22' ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Q o o 00 Q Q � z ON O o rw 0 0 I U 0 DATE 10-4-23 DRAWN JCR REVISION REVISION REVISION MAX ALLOWED HT. - 262.22' RANGE VENT. DUCT THROUGH ATTIC & BUILT UP OVERHANG 4x4TRIM BAND @ BOTTOM OF BOX BEAM TO MATCH STRUCT. BM T&G CAR DECKING OVER RAFTERS 5,4„"-3„ EXPOSED BEAM & RAFTER OF FRONT PORCH _ TYPICAL LAP SIDING BOTH 2x TRIM BOARD @ END OF INSIDE WALLS OF COVERED HARDIE PANEL SIDING WALL & STONE VENEER PORCH BTWN WINDOW & SAF. GL. SAF. GL. SAF. GL. LOWER EXPOSED BM BEYOND HARDIE PANEL SIDING 4 FRONT WALL SIDES OF FRAMED WINDOW OF PREP. KITCHEN, COLUMN. ALIGN SEAMS HARDIE PANEL SIDING & LAP SIDING W/84" REVEAL INSTALLED ON 4 SIDES ABV RAILING 5/4x4 TRIM BAND BEYOND OVER APPROVED WATER RESISTIVE BARRIER. HORIZONTAL JOINTS TO BE SAFETY GLASS RAILING OF SAF. GL. SAF. GL. 2-2x4 & TRIM BOARDS ALIGNED LAPPED 2" MIN. VERTICAL JOINTS LAPPED co— m ri COVERED PORCH 36 MIN. HT. ABV HIGHEST POINT OF UNDER LOWER BM BEYOND 6" MIN. PER R703 SLOPED FLOOR METAL CORNER TRIM. SEE DTL. LAP SIDING BLW TRIM BAND PRE -FINISHED SIDING ON SIDE TYPICAL THROUGHOUT " 4 TYPICAL LAP SIDING BOTH WALL OF PORCH. WRAPAROUND INSIDE WALLS OF COVERED CORNER TO TRIM BOARD UNDER PORCH LOWER PORCH BM SIDING BUTTS & CAULKS TO WINDOW FRAME. TYPICAL THROUGHOUT METAL CORNER TRIM. SEE DTL. TYPICAL THROUGHOUT FRONT PORCH SIDING DTL SCALE:4" = V-0" t SAF. GL. SAF. GL. HARDIE PANEL SIDING 4 RIGHT SIDE WALL SIDES OF FRAMED COLUMN. ALIGN SEAMS ON 4 SIDES ABV RAILING r/ r% SAFETY GLASS RAILING OF COVERED PORCH 36" MIN. HT. ABV HIGHEST POINT OF SLOPED FLOOR AVERAGE GRADE - 237.22' APPROX. EX'G GRADE CRAWL SPACE FAN TO BE ALTERED AS DUCTED THROUGH NEEDED FOR RIM JOIST FOUNDATION STEPS RIGHT ELEVATION SCALE: 4" = V-0" SITE RETAINING WALL SITE RETAINING WALL EXPOSED BEAM, RAFTI COLUMN & DEOCR. HARDW OF FRONT PO WRAP HARDIE LAP SIDINC FRONT GARAGE WALL AROL CORNER TO FRONT W FRONT PORCH SIDING DTL SCALE: 4" = V-0" LEFT SIDE WALL DECORATIVE HARDWARE 'ED ?3 >s /ICES Q o o 00 � rn Q Q S z C3-) C) z ON O rn n/ w DATE 10-4-23 DRAWN JCR REVISION REVISION REVISION 1.2 DATE 10-4-23 DRAWN JCR REVISION REVISION REVISION FOUNDATION HEIGHT MAY I SITE CONDI FINISHED GR, SUPERIP 53'-9" 1 FOUNDATION STEP LOCATION & HEIGHT MAY CHANGE DUE TO — SITE CONDITIONS. VERIFY FINISHED GRADES WITH SITE SUPERINTENDANT DN STEP LOCATION & AY CHANGE DUE TO NDITIONS. VERIFY GRADES WITH SITE ERINTENDANT f OPERATING 0 EXTERIOR. iAWL AREA 0 SQ. FT. _ N. REQ'D ON LL 'EP LOCATION & iANGE DUE TO ONS. VERIFY )ES WITH SITE ENDANT 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 N1102.2.11 824 SQUARE FEET CRAWL SPACE AREA. CONTINUOUSLY RUNNING FAN @ 1 CFM PER 50 SQUARE FEET REQUIRED. 17 CFM MIN. FAN. REQUIRED. PROVIDE PASSIVE AIRWAY FROM CONDITIONED SPACE. ®CRAWL SPACE POSTS & BEAMS POSTS TO BE 44 MINIMUM UNLESS NOTED OTHERWISE. BOTTOM OF POSTS TO BE 8" MINIMUM ABOVE INTERIOR FINISHED GRADE OR BE PRESSURE TREATED. PROTECT BOTTOM OF UNTREATED POSTS WITH 90# ROOFING OR EQUAL. SECURE BASE WITH STRAP OR ENGINEERED CONNECTOR EMBEDDED IN FOOTING. PROVIDE POSITIVE POST TO BEAM & BEAM TO JOIST CONNECTIONS TO RESIST UPLIFT & LATERAL DISPLACEMENT. INSTALL SOLID BLOCKING BETWEEN JOISTS AT ALL INTERMEDIATE SUPPORTS. SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION FIRST FLOOR FOUNDATION FOUNDATION PLAN SCALE: 1'-0" RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M O 00 M N Lu J Q�� J =Qor Lr) 2 �LN L.rl W 't C5M W W Y N � W z O O Q o o V w 00 rn Q Q z C3-) C) � z ON O o n/ w DATE 10-4-23 DRAWN JCR REVISION REVISION REVISION - E1 1 67'-9" CONTINUOUSLY OPERATINI FAN DUCTED TO EXTERIOR 516 SQ. FT. CRAWL AREA 1 CFM PER 50 SQ. FT. _ 11 CFM MIN. REQ'D UNDATION STEP LOCATION & EIGHT MAY CHANGE DUE TO SITE CONDITIONS. VERIFY FINISHED GRADES WITH SITE SUPERINTENDANT 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. 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 N1102.2.11 516 SQUARE FEET CRAWL SPACE AREA. CONTINUOUSLY RUNNING FAN @ 1 CFM PER 50 SQUARE FEET REQUIRED. 11 CFM MIN. FAN. REQUIRED. PROVIDE PASSIVE AIRWAY FROM CONDITIONED SPACE. SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION THIRD FLOOR FOUNDATION FOUNDATION PLAN SCALE: 1'-0" RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M O 00 M N J Q�� 2 �LN �./ Mw w N � w z 0 0 Q o o V w 00 � rn Q Q S z C3-) C) � z ON O rn n/ w DATE 10-4-23 DRAWN JCR REVISION REVISION REVISION - 2.2 WALL LEGEND: STND PLATE HT: 9'-0" _III BALLOON FRAME STAIR WALL. SEE SECTION B PG 9.2 SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION FIRST FLOOR PLAN SCALE: X" =1'-0" HOME TO BE EQUIPPED WITH 13D FIRE SPRINKLER SYSTEM 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 OSTAIRS - IRC R311 STAIRWAYS TO BE 36" MIN. CLEAR WIDTH MEASURED ABOVE HANDRAIL & BELOW REQ'D HEADROOM HEIGHT. HANDRAILS MAY PROJECT 4Y2" 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 7%". TREADS TO HAVE MIN. DEPTH OF 10". EACH MAY NOT VARY MORE THAN %" VARIATION IN DIMENSION. TREADS WITH SOLID RISERS TO HAVE %" MIN. TO 1Y4" MAX. NOSING WITH %" 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. STAIRWAY ILLUMINATION - R203.7 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. ©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. 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. 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 50 CFM MIN. EXHAUST FAN VENTED TO EXTERIOR MIN CFM CONTINUOUS OPERATION ®WH 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 11.5y 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. RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M O 00 M N J Q�� 2 �LN �./ Mw w N � w z 0 0 Q o o V w 00 rn Q Q z C3-) C) � z ON O rn � n/ w DATE DRAWN REVISION AJCR REVISION REVISION E 0 N START JOIST L.O. 24" O.C. THIS CORNER 67'-9" 1 24'-0" 7'-11%11 20'-9%11 15'-0" 1 r-0 I I I I I I I I 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 SEE 5 PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION SECOND FLOOR FRAMING PLAN SCALE: %" = V-0" RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION m CD 00 M r j N w Q v Q = 2 l~O�N Lr) w � m w w --I Y v J SQL fV LL- z O O 0-4-23 CR E E c CY OUTDOOR UNIT OF DUCTLESS MINI -SPLIT PER SYSTEM #2 & ENERGY CREDIT 3.6 23'-6Y2" r-71_oI, 30'-2%" 14'-0" 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. OSTAIRS - 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 313/2" 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 7%". TREADS TO HAVE MIN. DEPTH OF 10". EACH MAY NOT VARY MORE THAN %" VARIATION IN DIMENSION. TREADS WITH SOLID RISERS TO HAVE %" MIN. TO 1Y4" MAX. NOSING WITH %" 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. STAIRWAY ILLUMINATION - R203.7 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. ©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. 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. ®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 ADJACENT SURFACE (LINE OF NOSING @ STAIR). TOP OF RAIL TO SUPPORT 200# LOAD APPLIED IN ANY DIRECTION. INFILL COMPONENT TO 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. OINTERIOR FURNACE & WATER HEATER UL APPROVED APPLIANCES INSTALLED PER MFG INSTRUCTIONS, UPC & IMC. WATER HEATER INSTALLED ON GALVANIZED STEEL PAN WITH DRAIN PER UPC. IF WATER HEATER LOCATED ON CONCRETE SLAB OR IN UNHEATED AREA INSTALL ON R-10INCOMPRESSIBLE INSULATED BASE. INSTALL SEISMIC STRAPS WITHIN TOP & BOTTOM THIRD (4" MIN. ABOVE CONTROLS) PRESSURE RELIEF LINE TO EXTERIOR. FOR FUEL FIRED APPLIANCES PROVIDE 2 SCREENED COMBUSTION INLETS (1 EA. WITHIN 12" OF CEILING & FLOOR) WITH MIN. NET FREE AREA OF 1 SQ. IN. PER 4000 BTU/H EACH. FUEL FIRED APPLIANCES INSTALLED IN SEALED ENCLOSURE WITH A WEATHER STRIPPED SOLID SELF -CLOSING DOOR. ENCLOSURE NOT TO BE USED FOR OTHER PURPOSES. WALL LEGEND: STND PLATE HT: 9'-0" LOWER PLATE HT: 8'-4%" UNDER GARAGE ONLY _III_II BALLOON FRAME STAIR WALL. SEE SECTION B PG 9.2 SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION SECOND FLOOR PLAN SCALE: X" = V-0" HOME TO BE EQUIPPED WITH 13D FIRE SPRINKLER SYSTEM RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 50 CFM MIN. EXHAUST FAN VENTED TO EXTERIOR MIN CFM CONTINUOUS OPERATION ® WH 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 Il.Sx 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 LAM PS. 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. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M O 00 M N J Q�� 2 �LN �./ Mw w N � w z 0 0 Q o o V w 00 � Cn Q Q z C3-) C) � z ON O rn n/ w DATE 10-4-23 DRAWN JCR REVISION REVISION REVISION 0 OUTDOOR UNIT OF DUCTLESS MINI -SPLIT PER SYSTEM #2 & ENERGY CREDIT 3.6 UNITS TO INTERIOR HEADS. LINESETS TO RUN UNDER FLOOR JOISTS IN CRAWL SPACE & THRU JOIST BAYS ABOVE LIVING AREAS 23'-6%" I I CONN CT TO SITE INFRASTRUCTURE 6'-11%" 10'-6" ------------_------- o 0 ~Y ::D _ F O z =X ZD w O= a V cn � z O O 0 12'-9" START JOIST L.O. 24" O.C. THIS CORNER 14'-0" SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION THIRD FLOOR FRAMING PLAN SCALE: %" = V-0" 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 RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION m CD 00 M cV N w Q v Q = 2 l~O�N Lr) w � m w w --I Y v J SQL fV LL_ z O O DATE 10-4-23 DRAWN JCR REVISION REVISION REVISION 0 0 TO rn FULL HT. STONE VENEER LEFT SIDE OF GARAGE - DOOR ONLY G-71_oIT SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION TOP - ENTRY FLOOR THIRD FLOOR PLAN SCALE: Y" - 1'-0" 1746 SQ. FT. THIRD FLOOR 1760 SQ. FT. SECOND FLOOR 1010 SQ. FT. FIRST FLOOR 4516 SQ. FT. TOTAL LIVING 169 SQ. FT. FRONT PORCH 165 SQ. FT. REAR COVERED DECK 135 SQ. FT. MID FLR COVERED DECK 80 SQ. FT. BOT. FLR PATIO 549 SQ. FT. TOTAL OUTDOOR LIVING 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 OSTAIRS - IRC R311 STAIRWAYS TO BE 36" MIN. CLEAR WIDTH MEASURED ABOVE HANDRAIL & BELOW REQ'D HEADROOM HEIGHT. HANDRAILS MAY PROJECT 4Y2" 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 7%". TREADS TO HAVE MIN. DEPTH OF 10". EACH MAY NOT VARY MORE THAN %" VARIATION IN DIMENSION. TREADS WITH SOLID RISERS TO HAVE %" MIN. TO 1Y4" MAX. NOSING WITH %" 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. STAIRWAY ILLUMINATION - R203.7 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. ©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. 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. ®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 ADJACENT SURFACE (LINE OF NOSING @ STAIR). TOP OF RAIL TO SUPPORT 200# LOAD APPLIED IN ANY DIRECTION. INFILL COMPONENT TO 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. 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 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 HOME TO BE EQUIPPED WITH 13D FIRE SPRINKLER SYSTEM 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. S50 50 CFM MIN. EXHAUST FAN VENTED TO EXTERIOR MIN CFM CONTINUOUS OPERATION ® WH 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 11.5y 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. RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M O 00 M N J Q�� 2 �LN �./ Mw w N � w z 0 0 Q o o V w 00 rn Q Q z C3-) C) � z ON O rn n/ w DATE 10-4-23 DRAWN JCR REVISION REVISION REVISION 518 SQ. FT. GARAGE 0 0 TO rn 23'-9" 17'-0" BR'G WALLS FOR ROOF TRUSSES SHADED FOR CLARITY Lu w Ln 7T I II II I II II II i" I I I/ I I II II II II II II II II I II II II I/ II I I I II II II II II II II II i II II II I I I I I � II II II II II II II II I II II II I I I � I I I I II II II II II II II II I II II II 2'-0" 67'-9" 4'-0" 2'-0" 8'-0" 2'-0" 10'-0" 2'-0" � w LLJ 24" OVERHANG Q SEE DETAILS & SECTION _ _ N=1= rl= T= II II II II II II II I II _LnI;, mill II II II II II II II II \\\II II o I =A11 II II II II II II II II �\ II ; II am II olI \\ oQ II � o ' III II II II II II II II II II II \\ _TF_ - I�II I I, I co 0 Z<D��= aN IIo�J�w II II II II IINm. _� u a LoB II cc LL ' II II II II IIC)� III II �' II II II II O a CZ? U =gym / �' _ � `" n ZD Q N L Ln Of Cx_ <oQ -- - w� I ; II II II II II II II wN II II II D II II Yob N� I LnaZD START TRUSS L.O. 24" O.C. THIS CORNER 14'-0" 17'-0" II II II II II I I I � II � I _ II II II II _ II II II II T II II II II II I II I I I II II II II II I II I I II II II II II i II I ' II II II II � II II II III I I I I I I I II II II II II � II I II IWI II II II III II II II I z I� I N IY I o II II II II II\II I / ' ; I= N� ul II IIN� II /fl II RIDGE Cjw I I w Lu II II II II H III \\ �w \SOLID BLK'G BTWN RFTRS N 2x10EXPOSED RFTRS - I @ 24" O.C. 2:12 PITCH I II II II II II II II II I II II II II II FF I I \ w d z w N Q 0 17' o' Ir N L- 30'-6" 53'-9" Ln N III II = I I Lu __ pO Q II II II � z II If \ z - oc Lu I I w II II II a�Oa oow m � �ll I IiII t ��\II Il�NO0ma Jg L=�u o6 Lu Ln M �= L N _ w II w N I I II II II III z m II `� II I YQu Q J t� /T z �o �' II II II II i II II II m> I I II J II �� II II III II II � �o II cl:Q II II II ! II II II II II II � II II II I I 12 - o =�1 �— T Ln U DBL RFTRS - 18"OVERHANG 10'-6" 4'-0" 12'-9" 5'-6" I II - I _N I II Zo II II III II II I I I I, Of Q_ Q_ U cn 14'-0" 6-6" 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 ROOF TRUSSES - IRC R802.10 TRUSSES TO BE DESIGNED & MANUFACTURED PER ANSI/TPI 1. DESIGN BY STATE LICENSED ENGINEER & MANUFACTURED AT AN APPROVED PLANT. SUBMIT TRUSS DESIGN DRAWINGS TO BUILDING OFFICIAL FOR APPROVAL PRIOR TO INSTALLATION. SHIP DRAWINGS TO JOB SITE WITH TRUSSES. DESIGN DRAWINGS TO INCLUDE ALL LOADS, LUMBER INFO, CONNECTIONS, HANGERS, PERMANENT REQUIRED BRACING LOCATIONS & RELATED INFORMATION AS SPECIFIED IN IRC R802.10.1. TRUSSES TO BE BRACED TO PREVENT ROTATION & TO PROVIDE LATERAL STABILITY PER TRUSS DESIGN DRAWINGS, BUILDING PLANS, & PER BUILDING LATERAL ENGINEERING. FIELD CUTS OR MODIFICATIONS OF TRUSSES NOT PERMITTED WITHOUT ENGINEER'S CALCS & DETAILS. GABLE END TRUSS TO HAVE VERTICAL MEMBERS @ 24" O.C. MIN. FOR SIDING. GABLE END TRUSS TO BE SHEATHED & NAILED PER WALL BELOW. 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. NO ATTIC ACCESS REQUIRED. LESS THAN 30" CLEAR HEAD SPACE @ ANY POINT THROUGHOUT TRUSS SPACE SEE S PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION ROOF FRAMING PLAN SCALE: X" = V-0" RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M O 00 M (V J Q�� 2 �LN �./ Mw w N � w z 0 0 Q o (� o V ) W 00 Q Q z C3-) C) � z ON O rn 1r w DATE 10-4-23 DRAWN JCR REVISION REVISION REVISION - 8.1 18'-0" 18'-0" 6'-011 241-011 r 12 12 r— ---� r--- —� 1 12 SEE TYPICAL I I SEE TYPICAL SEE TYPICAL I /z TRUSS OVERHANG--� I = � _ I �TRUSSOVERHANG M TRUSS OVERHANG � I - INTERMEDIATE BRIG DETAIL THIS PAGE I "' I DETAIL THIS PAGE DETAIL THIS PAGE I I N @ BRIG WALL I L — — — J I INTERMEDIATE BRIG L — — — J I L — — — @ BRIG WALL ONLY T GARAGE WHERE SHOWN DEN GARAGE DEN 22'-0" 141-011 22'-0" 141-011 361-011 36'-0" A ROOF TRUSS SKETCH SCALE:X"=1'-O" Al ROOF TRUSS SKETCH SCALE:X1 V-0" GABLE END TRUSS ONLY. FULLY SUPPORTED ON EXTERIOR WALL 9' 0" 181-011 12 12 r— ---� 1 I I SEE TYPICAL TRUSS OVERHANG M rn N DETAIL THIS PAGE I I L ---J I I COVERED PORCH FOYER GREAT RM RAFTER FRAMING 27'-0" CUT LENGTH 36'-0" PATTERN LENGTH B ROOF TRUSS SKETCH SCALE: X" =1'-O" 24'-0" 18'-0" r —, INTERMEDIATE BRIG 12 12 @ BRIG WALL � — — — —, I % �� I I SEE EXTENDED I I SEE TYPICAL TRUSS OVERHANG—� N INTERMEDIATE BRIG = I TRUSS OVERHANG DETAIL THIS PAGE 0 I o M @ BRIG WALL I DETAIL THIS PAGE I I J a NON-BR'G PREP. KIT. (D PANTRY INT. WALL DINING AREA COVERED DECK C m 6-2" z 24'-10" 11'-0" 42'-0" C ROOF TRUSS SKETCH SCALE: X" =1'-O" r--- —� 12 I /2F- I 0 I o I L--- J PREP. KIT. m 61-211 I z 12'-011 I 24'-011 12 r— ---� I SEE TYPICAL �— TRUSS OVERHANG I I DETAIL THIS PAGE I L ---J 1 12 r— ----I I I SEE TYPICAL TRUSS OVERHANG N I I DETAIL THIS PAGE I L ---J INTERMEDIATE BRIG INTERMEDIATE BR'G @ BRIG WALL @ BRIG WALL NON-BR'G PANTRY INT. WALL DINING AREA 35'-10" C1 ROOF TRUSS SKETCH GABLE END TRUSS ONLY. FULLY SUPPORTED ON EXTERIOR WALL COVERED DECK SCALE: X" = V-0" OVERFLOW DRAIN. SAME SIZE AS ROOF DRAIN LOCATED WITH THE INLET FLOW LINE 2 ABV 2x6SUB FASCIA LOWEST POINT OF ROOF. 3 TIMES THE SIZE OF ROOF DRAIN WITH MIN. 4 HT. INSTALLED IN 2x6 SUB FASCIA 2x4 TOP PLATE OF ADJACENT PARAPET WALL 2 ABV LOWEST 2x4 TOP PLATE OVER PARAPET STUDS EMERGENCY OVERFLOW TO BE SAME SIZE AS SCUPPER & IN LINE. POINT OF ROOF TRUSS PARAPET MEMBERS METAL FLASHING WALL CAP EXTEND ROOFING PER SPECS UP FACE METAL FLASHING WALL CAP SEE OVERHANG DTLS THIS PG EXTEND ROOFING PER SPECS UP FACE WITH DRIP EDGE OVER EA. SIDE OF PARAPET STUDS TO TOP OF WALL. WITH DRIP EDGE OVER EA. DRIP FLASHING OVERTOP EDGE SIDE EXTEND TOP CHORD & SLOPE TO PARAPET STUD FOR BUILT UP FASCIA & SCUPPER INTEGRATED INTO RUBBER FRAMING DTLS FOR OVERHANG ROOFING. LOCATION PER ROOF PLAN OF PARAPET STUDS TO TOP OF WALL. DRIP FLASHING OVER TOP EDGE` _"` `d 1x6 FASCIA 1x6 FASCIA 011 2x POST @ BRIG WALLAS / 1x8 FASCIA 1x8 FASCIA o LL o w 2x4 PARAPET STUD � REQ D BY TRUSS DESIGN 2x4 PARAPET STUD _ IF2x4 � = L„ INTEGRATED INTO TRUSS INTEGRATED INTO TRUSS — PARAPET STUD &SOFFIT N 2x4 PARAPET STUDS @ 24" O.C. N OVERHANG OVERHANG il! OVERFLOW CONNECTED MEMBERS INTEGRATED INTO SECURED TO BLK'G @ GABLE END o a � - TO TIGHTLINE IN PARAPET TRUSSES W/A35 OR EQ. N N FRAMING. TN OVERFLOW OUTLET TO BE N LAP SIDING ON PARAPET WALL. x' QO 2x4 CONTINUOUS BLK'G @ GABLE IN SOFFIT BEHIND SIDING = = MIN. REVEAL BLW SOFFIT END SECURED TO TRUSSES 3" MIN. ABS TIGHTLINE FROM REVEAL. TRIM & DETAIL PER SPECS DRYWALL SOFFIT PER SPECS ROOF TRUSSES PER PLAN 6 LAP SIDING ON PARAPET WALL. SCUPPERS THRU ATTIC SPACE TO MIN. REVEAL BLW SOFFIT DRAIN LOCATION AS NOTED ON PLANS ROOF SURFACE HIPS DOWN TOWARD 2x4 BOTTOM CHORD 24 2x4 BOTTOM CHORD SCUPPER & DOWNSPOUT 24�f SOLID BLK'G BTWN TRUSSES PARAPET @ GABLE END. RUBBER ROOF DRYWALL SOFFIT PER SPECS OF TRUSS OVERHANG TYPICAL OVERHANG DTL. OF TRUSS OVERHANG CONNECTED TO TIGHTLINE ROLLS UP PARAPET & DIRECTS FLOW THRU ATTIC SPACE TO EACH EAVE FRONT & REAR OF HOUSE FIELD VERIFY TO MATCH ROOF TRUSSES TYPICAL TRUSS OVERHANG GABLE END TRUSS FLATTOP 6" LOWER SCALE: %" = V-0" THAN RIDGE PER TRUSS DTLS DRAIN & SCUPPER DTL EAVE OVERHANG FRAMING DTL GABLE OVERHANG FRAMING DTL SCALE: %"=V-O" SCALE: %"=V-O" SCALE: %"=V-0" EXTEND TOP CHORD & SLOPE TO PARAPET STUD 2x POST @ BRIG WALL AS REQ'D BY TRUSS DESIGN N 24 EXTENDED TRUSS OVERHANG DTL. PREP. KITCHEN LOCATION ONLY EXTENDED TRUSS OVERHANG SCALE: %" -- V-0" RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Q O (� o V ) W 00 Q Q z �� � z ON O rn n/ w DATE 10-4-23 DRAWN JCR REVISION REVISION REVISION SLOPE & WARP AS REQ'D TO MEET DRIVE AISLE & DIVERT WATER AWAY FROM DOOR CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF SHT'G. NO VENTILATION REQ'D IN ATTIC SPACE. COMBINE W/BATT INSUL. FOR R4 U Ini �Ir VACE MAX ALLOWED HT. 262.22' OVERHANG PER ENLARGED DTL ------------------------ --- II HEADER PER PLAN ROOF DRAINS THROUGH WALL IN FOREGROUND WINDOW BEYOND 2 CAR GARAGE CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF %" PLYWOOD SUBFLOOR. GARAGE SLAB SLOPES Y8" FLOOR SHT'G. FRAMING & SUIEFLOOR ARE PER FOOT TOWARD DOOR NO VENTILATION REQ'D IN LEVEL. SLAB SLOPE CREATES JOIST CAVITIES THICKER SLAB @ BACK OF NE WBATT INS. _N 2x4 P.T. MUDSILL COMR I38 MIN. IN AVITY. FOR GARAGE SLOPE: 1% �- I JSTS SIZE & SPACING PER PLAN TOP STEM: 248.94' R-15 BATT INSUL. FLOOR JSTS SIZE & BTWN HUNG JSTS SPACING PER PLAN TOP STEM 248 00' DEN -OFFICE TOP FLANGE HNGRSFOR CRAWL SP. FLR JSTS CORNER OF FURRING WALL @ RAISED CONCRETE STEM WALL BEYOND VISQUEEN&RATSLABOVER BEDROOM #3 BEDROOM #2 FINISHED GRADE OF ALL CRAWL SPACES. VISQUEEN TO HAVE ALL JOINTS LAPPED 6" MIN. & EXTEND 2x4 BR'G WALL UP STEM WALL 6" MIN. FOR DEN FLOOR - - - - - - - - - - - ------- R-15 RIGID INSUL. SECURED TO INSIDE FACE OF STEM WALL. TIGHT 2x6 BR'G WALL FIT TO BOT. OF HUNG FLR JSTS. 2x4 FURRING WALL ON FOR GARAGE EXTEND BLW FINISHED CRAWL 2x6 BASE PLATE. SLAB STRUCTURE GRADE 24" OR TO TOP OF FTG R-21 BATT INSULATION WALL CAP OF FURRING WALL BEYOND EXTEND CAP AS WINDOW SILL _11 6W, R-15 BATT INSUL. I JSTS SIZE & SPACING PER PLAN BTWN HUNG JSTS TOP PLA HNGRS FOR R-38 BATT INSUL. CRAWL SP. TOP STEM: 238.40' FLRJSTS FULL HT. CONCRETE STEM WALL BEYOND 6'-0" 12'-6" (A) FULL SECTION SCALE: %" =1'_0" 2x4 FURRING WALL ON 2x6 BASE PLATE. R-21 BATT INSULATION RETAINING WALL @ GUEST ROOM SIDE OF HOUSE BEYOND. R-10 RIGID INSULATION UNDER ENTIRE SLAB PER ENERGY CREDIT 1.3 14'-6" o TOP: 235.50 a TOE: 231.75 CUT FOR YARD RAISED STEM - 233.02' YARD - 231.75 2x4 FURRING WALL ON K - 2x6 BASE PLATE. i9 R-21 BATT INSULATION >< "' FINISHED SLAB - 229.52'. AVERAGE HT. - 237.22' RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M O 00 M N Lu J Q�� J =Qor Lr) 2 �LN Lu `/ M W W Y N � W z 0 0 Q o o 00 Qrn Q z C3-) C) � z ON O rn nr w DATE 10-4-23 DRAWN JCR REVISION REVISION REVISION M O 00 M N Lu J Q�� 2 �or Lr) LN (�)/ L f, W `/ M W '-'-' Y J Q W N � W z O PLYWOOD OVER T&G CLOSED CELL SPRAY FOAM O IF REQUIRED. INSULATION ON UNDERSIDE OF ROOFING PER SPECS ROOF SHT'G. NO VENTILATION 2x6 T&G EXPOSED REQ'D IN ATTIC SPACE. COMBINE W/BATT INSUL. FOR DECKING ABOVE RAFTERS R-49 MIN. IN ATTIC SPACE MAX ALLOWED HT. - 262.22' TERMINATION DRIP FLASHING PER SPECt BUILT UP FASCIA & Xx6 FASCIA BOARDOVERHANG PER OVER 2x4 SUB FASCIR 21 BATT INSUL. @ VERT. LINE OF SOLID 2x10 EXPOSED MEMBER OF TRUSSES BLK'G BEYONDRAFTERS @ 24" O.C. 8" 12" EXPOSED COLUMN & BM PER PLAN BEYOND CORNER OF PWDRRM BEYOND DOOR TO CORNER OF DOOR TO GARAGE BEYOND GUEST CLOSET DEN -OFFICE BEYOND BEYOND COVERED PORCH FRONT FOYER CORNER OF DOOR GUEST CLOSET BEYOND Q CONCRETE PORCH OVER ° PORCH SLAB STARTS @ FRAMING. SLOPE X" MIN. 3" THICK ABV SUBFLOOR AWAY FROM FRONT DOOR @ FRONT EDGE %" T&G PLYWOOD OVER JSTS. WATERPROOF BARRIER PER SPECS UNDER CONCRETE SLAB 6" STEP DN TO SLAB ONGRADE TOP STEM: 248.94' - 1 JSTS SIZE & SPACING PER PLAN _ � _ FILL FOR YARD, WALKWAY, SPACING PERT PLAN QCD DRIVEWAY IN FOREGROUND TOP FLANGE HNGRS CRAWL ACCESS CL'G OF HALL BEYOND � 00 & DRIVE AISLE TO MUDSILL PER PLAN OPENING BEYOND cl� Q Q w CRAWL SID. - `� LINEN DOOR DOOR TO w Z o BEYOND BEDROOM #3 = O cal O M BEYOND z rn N g LANDING SUBFLOOR �I o 5 0 4-0LAUNDRY RM LANDING L" APPROX. EX'G GRADE LINE TO7 P STEM:243.50' 2x6FOR NDNGO.C. @ MID POINT OF NEW 2x4 FURRING WALL ON FOOTPRINT 2x6 BASE PLATE. CORNER OF R 21 GATT INSULATION BATHRM BEYOND VISQUEEN & RAT SLAB OVER SOLID BLK'G @ FINISHED GRADE OF ALL CRAWL BR'G POINT SPACES. VISQUEEN TO HAVE AlL JOINTS LAPPED 6" MIN. & EXTEND UP STEM WALL 6" MIN. - R-15 RIGID INSUL. SECURED TO °O INSIDE FACE OF STEM WALL. TIGHT I JSTS SIZE & SPACI FIT TO BOT. OF HUNG FLR JSTS. EXTEND BLW FINISHED CRAWL TOP STEM: 238.40' BARN DOOR TRACK GRADE 24" OR TO TOP OF FTG CRAWL SP. CRAWL ACCESS _ _ _ _ r_AVERAGE HT. - 237.22' OPENING BEYOND 40"x96"ROUGH CO ER OF OPENING INTO CLOS UNDER ALL BEYOND i STAIR BEYOND RETAINING WALL OPEN RAILING ADJACENT I BEYOND SITTING RM TO SITTING RMIN a �! FOREGROUND `J" iii ij VISQUEEN & RAT SLAB OVER = u i ii ii j LANDING SUBFLOOR FINISHED GRADE OF ALL CRAWL c - �''�%�i SPACES. VISQUEEN TO HAVE ALL JOINTS LAPPED 6" MIN. & EXTEND LINE OF 42"x96" % �'— 2x6 HF#2 16" O.0 @ UP STEM WALL 6" MIN. BARN DOOR — % �'�'1 FOR LANDING �j RAISED STEM 233.02' R-15 RIGID INSUL. SECURED TO i i� i ii INSIDE FACE OF STEM WALL. TIGHT - I � FIT TO BOT. OF HUNG FLR JSTS. 20 FURRING WALL ON r EXTEND BLW FINISHED CRAWL 2x6 BASE PLATE. i'i GRADE 24" OR TO TOP OF FTG R-21 BATT INSULATION r All K) CUT FOR YARD FINISHED SLAB - 229.52' R-10 RIGID INSULATION PATIO SLAB IN FOREGROUND - 228.50' UNDER ENTIRE SLAB PER YARD IN FOREGROUND 228.00' ENERGY CREDIT 1.3 O I T 9'-0" 8'-0" 19'-0" 0 I © FULL SECTION SCALE: %" =1'-D" U 0 DATE 10-4-23 M O 00 M N Lu J Q�� 2 �or Lr) LN (�)/ L f, W `/ M W W Y a --I C, J Q W N � W z 0 0 CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF RUBBER ROOFING OR EQ. ROOF TRUSSES, SPACING & INTERMEDIAT ROOF ROOF SHT'G. NO VENTILATION INSTALLED PER MFG PITCH PER ROOF FRAMING TRUSS BR'G @ EXTERIOR REQ'D IN ATTIC SPACE. SPECS OVER ROOF SHT'G PLAN & TRUSS DTLS WALL PER ENG. COMBINE W/BATT INSUL. FOR R-49 n�IN, IN ATnr wq� MAX ALLOWED HT. 262.22' BUILT UP FASCIA & BUILT UP FASCIA & OVERHANG PER OVERHANG PER ENLARGED DTL ENLARGED DTL b7-7-7-- -------- ------------ ------------- ---------------------------------- ------ ------ --- --------------- -------- TOP PLATE - TOP OF BM 2-26 TOP PLATE HDR PER PLAN DRAFT STOP & R-21 BATT 2x6 LINER INSUL. TO SEPARATE ATTIC 2x6 INTERIOR NON-BR'G BOTTOMIOF BM. M BAND RIP WINDOW WALL FOR ROOF DRAINS ABV HEATED &NON HEATED FLASHING OVER BEYOND 2x4 I NT. BR'G WALL Fr PREP. KITCHEN WALK-IN PANTRY DINING AREA 0 GREAT RM BEYOND SLIDINGLl GLASS DOOR CLOSED CELL SPRAY FOAM SAFETY GLASS RAILING. INSULATION ON UNDERSIDE OF 36" MIN. HT. 4" SPHERE FLOOR SHT'G. z MAY NOT PASS THRU. NO VENTILATION REQ'D IN JOIST CAVITIES COMBINE W/BATT INSUL. FOR M ROOF DRAIN SOLID BLK'G @ ALL R-38 MIN. IN CAVITY. THROUGH JOIST BAY BR'G POINTS. TYPICAL 3RD SUBFLOOR - 250.00' � o i - - I JSTS SIZE &SPACING PER PLAN7fl EDGE THICKNESS N JSTS PER PLAN TOP PLATE - TOP OF BM �n Q o X PER SPLANL %x4TRIM BAND @ o 2x41NT. BOTTOM OF BM. DRIP (f) Lu 00 DROP CL'G @ BOT. BR'G WALL FLASHING OVER OF BM. ROOF DRAIN BM PER PLAN SLIDING _ UNDER JSTS &THRU GLASS DR � � STEM WALL BEYOND DR TO MSTR BEYOND 6' o RAISED STEM WALLS BED BEYOND N z0 PER PLAN BEYOND CORNER OF rn WALK-IN CLOSET W.C. MASTER BATH EYOT COVERED DECK - APPROX. EX GRADE BEYOND � LINE @ NORTH FACE OF NEW FOOTPRINT RAISED STEM WALL TOP STEM: 242.76' IN FOREGROUND SAFETY GLASS RAILING. LIGHT WEIGHT CONCRETE 36" MIN. HT. 4" SPHERE 2x4 FURRING WALL ON DECK SURFACE. SLOPEY4" 2x6 BASE PLATE. PER FOOTTO EDGE MAY NOT PASS THRU. =o FILL FOR YARD @ R 21 BATT INSULATION %" PLYWOOD SUBFLOOR. FRONT OF HOUSE FRAMING & SUBFLR ARE LEVEL 2ND SUBFLOOR - 239.76' R 15 BATT INSU . 4 f t I JSTS S ZE & SPACING PER PLAN EDGE THICKNESS BTWN HUNG JSTS yyymmy TOP PLATE HNGRS FOR M PER R-38 BATT INSUL. BEAM PER TOP STEM: 238.40' FLUSH BM PER PLAN JSTS PER PLAN FLR JSTS P PLAN CRAWL ACCESS AVERAGE HT. - 237.22' - - - - - - - - - - - � - - - OPENING BEYOND - - - - - - - - - - - - - - - OF VISQUEEN & RAT SLAB OVER CORNER O STORAGE CLOSET FINSPACES. IDGRADE VSQUEENOF ALL CRAWL TOHAVEALL CRAWLSP. DOBEYONDOR TO ALL BEYOND GAME ROOM JOINTS LAPPED 6" MIN. & EXTEND UP STEM WALL 6" MIN. 0 o� -- - -- I R 15 RIGID INSUL. SECURED TO f RAISED STEM WALL INSIDE FACE OF STEM WALL. TIGHT IN FOREGROUND FITTO BOT. OF HUNG FLRJSTS. L EXTEND BLW FINISHED CRAWL GRADE 24" OR TO TOP OF FTG I FINISHED SLAB - 229.52' R-10 RIGID INSULATION UNDER ENTIRE SLAB PER ENERGY CREDIT 1.3 0 Z 24'-0" 18'-0" APPROX. EX'G GRADE O LINE @ NORTH FACE OF NEW FOOTPRINT I © FULL SECTION SCALE: %" - V-0" U 0 RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 9.3 SLIDING GLASS DR BEYOND COVERED DECK LIGHT WEIGHT CONCRETE DECK SURFACE. SLOPE �" PER FOOT TO EDGE SOLID BLK'G @ WALL LINE /a PLYWOOD SUBFLOOR. FRAMING & SUBFLR ARE LEVEL DATE 10-4-23 DRAWN JCR REVISION - REVISION - REVISION - 4x6 FASCIA BOARD OVER ENDS OF EXPOSED RAFTERS TERMINATION DRIP FINISH ROOFING TO FACE OF RAFTER FLASHING PER SPECS TAIL BEHIND FRONT PARAPET WALL. 21-011 MAX ALLOWED HT. - 262.22' FLASHING PER ROOFER & CODES ACTII01 HT-7F71A' ' 2 CAR GARAGE 2x4 PLUMB. WALL IN FRONT OF EXTERIOR DOOR BEYOND 0 0 PWDR RM R-21 MIN. INSUL. BLOWN IN R-23 PER SPECS CRAWL ACCESS CRAWL SP. THROUGH FRAMING 11 TOP STEM: 245.50' VISQUEEN & RAT SLAB OVER FINISHED GRADE OF ALL CRAWL SPACES. VISQUEEN TO HAVE ALL JOINTS LAPPED 6" MIN. & EXTEND UP STEM WALL 6" MIN. AVERAGE HT. - 237.22' 0 CV 2x EXPOSED SOLID BLK'G EA. SIDE OF BM. CONT. BLK'G @ FACE OF WALL BEYOND FOR SIDING TERMINATION PLYWOOD OVER T&G IF REQUIRED. ROOFING PER SPECS EXPOSED RAFTERS PER PLAN EXPOSED BEAM PER PLAN. BALLOON FRAME PWDR WALL & EXTEND TO BM FOYER WALL 2x6 T&G EXPOSED DECKING ABOVE RAFTERS OVERFRAMING-\ CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF SHT'G. COMBINE W/BATT INSUL. FOR R-38 MIN. IN CAVITY. NO VENTILATION REQ'D IN RAFTER CAVITIES 2x EXPOSED SOLID BLK'G @ r FACE OF WALL FOR SIDING / TERMINATION 2177I 12 2-2x6 TOP PLATE HDR PER PLAN ROOF TRUSSES PER PLAN WINDOW DOOR BEYOND BEYOND WINDOW BEYOND WINDOW BEYOND COVERED PORCH .2x JOISTS. SIZE & SPACING PER PLAN CONCRETE PORCH OVER FRAMING. SLOPE 4" MIN. AWAY FROM FRONT DOOR II I %" T&G PLYWOOD OVER JSTS. -WATERPROOF BARRIER PER SPECS UNDER CONCRETE SLAB TOP OF STEM WALL BEYOND V PARTIAL SECTION CRAWL ACCESS OPENING BEYOND TOP OF BM TOP PLATE SLIDING GLASS DR BEYOND CORNER OF DECK BEYOND KITCHEN o GREAT RM BEYOND �n ISLAND BEYOND INSUL. SUBFLOOR , �, , I JOISTS. SIZE & TOP PLATE SPACING PER PLAN WALK-IN CLOSET _ 0 Ol TOP STEM: 243.50' 2x4 FURRING WALL ON 2x6 BASE PLATE. R-21 BATT INSULATION VISQUEEN & RAT SLAB OVER R-38 INSUL. FINISHED GRADE OF ALL CRAWL I JOISTS. SIZE & SPACES. VISQUEEN TO HAVE ALL JOINTS LAPPED 6" MIN. & EXTEND SPACING PER PLAN UP STEM WALL 6" MIN. SUBFLOOR R-15 RIGID INSUL. SECURED TO INSIDE FACE OF STEM WALL. TIGHT FIT TO BOT. OF HUNG FLRJSTS. EXTEND BLW FINISHED CRAWL GRADE 24" OR TO TOP OF FTG CRAWL SP. SCALE: %" = V-0" RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M O 00 M (V Lu J Q�� J =Qor C'4 or Lr) Lu L.rl W 't C5M W W Y I C, J j W (V W z 0 0 Q o o V w 00 Qrn Q z C3-) C) � z Ory O rn n/ w DATE 10-4-23 DRAWN JCR REVISION REVISION REVISION 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 PREVENTTHE 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 LARGESTAREA. THE CERTIFICATE SHALL LISTTHE 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 SKYLIGHTb U-FACTOR 0.50 CEILING R-VALUEe 49 WOOD FRAME WALI!" R-VALUE 21 INT FLOOR R-VALUE 30 BELOW GRADE" WALLR-VALUE 10/15/211NT+TB SLAG" R-VALUE & DEPTH 10,21FT 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 WALLATTHE 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 ATTHE 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. t 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 MEET THE REQUIREMENTS FOR CLIMATE ZONE 5 OF ICC 400. b 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. STANDARD DETAIL. ACTUAL STAIR MAY VARY. SEE PLANS FOR DIMENSIONS o M FOR TREADS, RISERS & NOSINGS, GREATEST DIMENSION MAY NOT 4 = EXCEED THE SMALLEST 1- DIMENSION BY MORE THAN %" - -\ \ FIREBLOCK ADJACENT WALLS PER IRC R602 14"-2" DIAM. HANDRAIL CONTINUOUS J ON 1 SIDE OF STAIR.1Y2" MIN. SPACE TO WALL. RETURN ENDS TO WALL OR NEWELL. RAIL TO SUPPORT 200# LOAD o0 APPLIED IN ANY DIRECTION. 42 MAX ENCROACHMENT INTO STAIR. "x 12" OSB STEPPING TREADS 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 HEAT TO ENTIRE DWELLING UNIT AT THE 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 A 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 QUALIFYTO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFYTHE OPTION BEING SELECTED AND SHALL SPECIFYTHE WATER HEATER EQUIPMENTTYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. HALF WALL OR OPEN RAIL UP 36" ABOVE NOSING. PICKETS OR INFILLSPACED SO4%" SPHERE MAY NOT PASS THRU. INFILLTO SUPPORT 50# HORIZONTAL LOAD IF TRIANGLE LEFT OPEN, 6" SPHERE / MAY NOT PASSTHRU 00 g In i 36" MIN. DIR. OF TRAVEL WIDTH TO MATCH STAIRWAY SERVED 4 WHERE DEPTH OF STRINGER GREATER 1x8 RIPPED RISERS THAN DEPTH OF FLR JSTS PROVIDE %" 4" MIN.- 1X" MAX. NOSING %6' MAX NAILER SECURED TO JSTS. NAIL THRU RADIUS. NOSING NOT REQUIRED FOR NAILER INTO END OF STRINGERS TREADS IS 11" OR GREATER 2x12 STRINGERS @ 16" O.C. 2x4 THRUST BLOCK �' MAX. 2x4 STIFFENER 1 SIDE i PROTECT ACCESSIBLE ENCLOSED SPACES WY2" GWB TYP. INTERIOR RESIDENTIAL STAIR DTL %" T&G OSB SUBFLOOR. EXTERIOR GLUE & 8d @ 6" O.C. EDGES & SOLID BLK'G & 12" O.C. FIELD 2x BASE PLATE 2-16d EA. STUD FLOOR JSTS PER PLAN PT SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER 7f N . '5 2-20 TOP PLATE - 20 STUDS @ 16" O.C. K" GYPSUM BOARD °' • �IFREQ'D.4"TIGH FLINE TO -17 CONNECT DOWN OUTS. INSUL. PER ENERGY NOTES ° SEPARATE FROM FOUND. DRAIN 2x6 PT BASEPLATE 1.� 3Y2" CONC. SLAB OVER 4" BASE. b FILL & COMPACT AS REQUIRED •jl�. lfi JI; 11::• SEE STEM 2" RIGID FOAM R-101NSUL. 1. WALL DTL PER ENERGY NOTES. BEVEL FOAM FOR THERMAL BREAK VDR'AIN DIAM. PERF. FOUNDATION IN WASHED GRAVEL & FILTER FABRIC. CONNECT TO APPROVED DISCHARGE BASEMENT WALL DTL SCALE: 3 /" = V-0" %" T&G OSB SUBFLOOR. EXTERIOR GLUE & 8d @ 6" O.C. EDGES & SOLID BLK'G & 12" O.C. FIELD 2x6 BASE PLATE.16d @ 16" O.C. TO JSTS/BLK'G 2-16d EA. STUD 2x RIM JOIST. 3-16d EA. JOIST IVI FLOOR JSTS PER PLAN II SHEATHING & NAILING SOLID BLK'G @ ALL PER SHEARWALL SUPPORTS 3/2" GYPSUM BOARD 2-2x6 TOP PLATE SIDING PER ELEVATION OVER j HDR PER PLAN PLACED TIGHT APPROVED WATER UNDER DBLTOP PLATE. 2" R-10 RESISTANT BARRIER INSUL. @ 4x HDRS 2x6 STUDS @ 16" O.C. INSULATION PER a ENERGY NOTES 3/2" GYPSUM BOARD FLOOR TO WALL DTL SCALE: %" = V-0" 2x6 STUDS @ 16" O.C. INSUL. PER ENERGY NOTES %" GYPSUM BOARD 3Y2" CONC. SLAB OVER 4" BASE. FILL & COMPACT AS REQUIRED all; 2" RIGID FOAM R401NSUL. ; iI:_ 11-11 PER ENERGY NOTES. BEVEL II: FOAM FOR THERMAL BREAK IF REQ'D. 4" TIGHTLINE TO e CONNECT DOWNPOUTS. SEPARATE FROM FOUND. DRAIN SIDING PER ELEVATION OVER APPROVED WATER RESISTANT BARRIER SHEATHING & NAILING PER SHEARWALL SCHEDULE 2x BASE PLATE 2-16d EA. STUD PT SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER z N S SEE STEM z WALL DTL 00 4" DIAM. PERF. FOUNDATION DRAIN IN WASHED GRAVEL & FILTER FABRIC. CONNECT TO APPROVED DISCHARGE SLAB FLOOR - STEM WALL DTL SCALE: 3 /" = V-0" PREFABRICATED ENGINEERED ROOF TRUSSES PER ROOF FRAMING PLAN COMPOSITION ROOFING OVER 30#FELT %6' OSB ROOF SHT'G WIND BAFFLE WITH 2x VENT BLOCK. 3-2" 1" MIN. AIR SPACE DIAM. HOLES COVERED 12 WIX" CORROSION PER RESISTANT MESH PLAN Y2" CCX PLYWOOD �@ EAVES BLOWN INSULATION PER ENERGY NOTES METAL GUTTERS 5/8" GWB OR SAG RESISTANT _ PER SPECS Y2" GYPSUM BOARD PER PLAN %"x 8 FASCIA H10R H2.5 EA. TRUSS TO TOP PLATES z SHEATHING & NAILING 2-2x6 TOP PLATE a PER SHEARWALL HDR PER PLAN PLACEDTIGHT w SCHEDULE a UNDER DBLTOP PLATE. 2" R-10 SIDING PER INSUL. @ 4x HDRS z ELEVATION OVER 2x6 STUDS @ 16" O.C. APPROVED WATER o RESISTANT BARRIER INSULATION PER o ENERGY NOTES A L V2" GYPSUM BOARD COMMON TRUSS TO WALL DTL SCALE: %" = V-0" %" T&G OSB SUBFLOOR. EXTERIOR GLUE & 8d @ 6" O.C. EDGES & SOLID BLK'G & 12" O.C. FIELD FLOOR JSTS PER PLAN INSULATION PER ENERGY NOTES POSTS & BEAMS PER PLAN. POST BASE UP 8" ABV GRADE OR USE PRESSURE TREATED 12" MIN. CLEAR UNDER BEAMS CONCRETE FOOTING PER PLAN 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. PT SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER CONTINUOUS #4 BARS" BELOW TOP OF WALL #4 HORIZONTAL BAR @ 24" O.0 #4 BAR @ 48" O.C. WITH STANDARD HOOK. EXTEND TO 3" CLEAR FROM BOTTOM OF FTG o ROTATE AS REQ'D TO MAINTAIN v PROPER CONCRETE COVER DAMP PROOFING PER IRC R406 RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SOLID BLOCKING @ ALL BR'G SUPPORTS POST TO BEAM POSITIVE CONNECTION. 2x TIES OR MTL CONNECTOR EA. SIDE PROTECT POST BASE W/90# ROOFING OR EQ. SECURE POST TO FOOTING W/MASB12, LMA4Z OR EQ. INTERIOR GRADE INTERMEDIATE BRIG DTL SCALE: 3 /" = V-0" 244 CONTIN. HORIZ. BAR 3" MIN. CLEAR FROM BOTTOM 8" MIN. I IF REQ'D 4" DIAM. PERF. FOUNDATION '1 [ L DRAIN IN WASHED GRAVEL & FILTER FABRIC. SEE FOUNDATION PLAN CONNECT TO APPROVED DISCHARGE TYPICAL STEM WALL DTL SCALE: 1" = 1'-C" RAFTERS PER PLAN COMPOSITION ROOFING OVER 30# FELT 7/16' OSB ROOF SHT'G 12 PER PLAN 2x VENT BLOCK. 3-2" DIAM. HOLES COVERED W//" CORROSION RESISTANT MESH BIRDS MOUTH RAFTER TO MATCH TRUSS TAILS. SOLID BLK'G @ WALL LINE Y2" CCX PLYWOOD @ EAVES BATT INSULATION PER ENERGY I METAL GUTTERS NOTES WITH 1" MIN. AIR SPACED) PER SPECS s " GWB OR SAG RESISTANT �"x 8 FASCIA s Y2" GYPSUM BOARD x PER PLAN H10R H2.5 EA. TRUSS z SHEATHING & NAILING TO TOP PLATES a PER SHEARWALL 2-26 TOP PLATE w SCHEDULE HDR PER PLAN PLACED TIGHT a 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 V2" GYPSUM BOARD RAFTER TO WALL DTI SCALE: %" = V-0" 2x6 STUDS @ 16" O.0 INSUL. PER ENERGY NOTES K" GYPSUM BOARD X" T&G OSB SUBFLOOR. EXTERIOR GLUE & 8d @ 6" O.C. EDGES & SOLID BLK'G & 12" O.C. FIELD FLOOR JSTS PER PLAN INSUL. PER ENERGY NOTES IVI SOLID BLK'G @ ALL SUPPORTS 18" MIN. CLEAR. 12" UNDER BEAMS & DUCTS. INSUL. PLUMB. & MECH. OPTION 2: X" WASHED ROCK OR PEA GRAVEL U APOR RETARDER. SLOPE TO POSITIVE DRAIN 6 MILVISQUEEN VAPOR RETARDER. 6" MIN. OVERLAP WITH JOINTS SEALED OR TAPED. EXTEND 6" MIN. UP STEM WALL IF REQ'D. 4" TIGHTLINE TO CONNECT DOWNPOUTS. SEPARATE FROM FOUND. DRAIN SIDING PER ELEVATION OVER APPROVED WATER RESISTANT BARRIER SHEATHING & NAILING PER SHEARWALL SCHEDULE 2x6 BASE PLATE. 16d @ 16" O.C. TO JSTS/BLK'G 2-16d EA. STUD 2x RIM JOIST. 3-16d EA. JOIST PT SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER z_ N S rll. SEE STEM z II •t WALL DTL 2 IL. 00 OPTION 1: 4" DIAM. PERF. FOUNDATION DRAIN IN WASHED GRAVEL & FILTER FABRIC. CONNECT TO APPROVED DISCHARGE CRAWL - STEM WALL DTL SCALE: 3 /" = V-0" DATE 10-4-23 DRAWN JCR REVISION REVISION REVISION IRC SECTION 311 SCALE: %" = V-0"