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APPROVED BLD FIR BLD2023-1474+Architectural_Plan+11.16.2023_1.50.59_PM+3905511M O 00 Ql ( V I I [:E ) �Q� N Z O O MAPLEWOOD ESTATES LOT B I I I I Approved D F M akrLs Burt South County Fire Date: 12/04/2023 12-04-2023 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. DFM BURT SITE LAYOUT NORTH NO SCALE KIEL CUSTOM RESIDENCE Separate Plumbing Permit Required. Please apply via MyBuildingPermit.com Height survey required. Please provide Washington State licensed Surveyors letter to inspector. Letter to be received prior to framing approval r/ r/ r/ �/ � l )/ r/ r/ ,#/ ,,f %/ �/ r/ r/ r/ r/ r/ r/ r/ r/ r/ �/ r/ r/ ,,/ r/ r/ „/ r/ r/ �/ r/ r/ �/ �/ City Of Edmonds Building Department Work NEW SFR Address: 8817 194TH ST SW ------------------------------------------- OwnerKIEL Approved Date 01 /03/2024 Building Official Eric Permit Number BLD2023-1474 REVISIONS DATE - PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 �0/ r/ WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE PPROVED NS MUST BE ON JOB SITE PROPERTY ADDRESS 8817194TH ST SW EDMONDS, WA98026 PARCEL NUMBER 27041800313900 OWNER CHRIS & ZOEY KIEL 14019 52ND AVE W, UNIT A EDMONDS, WA98026 APPLICANT CHRIS & ZOEY KIEL 14019 52ND AVE W, UNIT A EDMONDS, WA98026 ARCHITECTURAL PAGES CVR - COVER SHEET A1.1- ELEVATIONS A1.2 - ELEVATIONS A2 - FOUNDATION PLAN A3 - MAIN FLOOR FRAMING PLAN A4 - MAIN FLOOR PLAN A5 - UPPER FLOOR FRAMING PLAN A6 - UPPER FLOOR PLAN A7 - ROOF FRAMING PLAN A8.1- SECTION A A8.2 - SECTIONS B & C A8.3 - SECTION D A9 - GENERAL NOTES & DTLS STRUCTURAL PAGES S1- STRUCTURAL NOTES S2.0 - MAIN FLR FRMG-FOUNDATION PLAN S2.1- UPR FLR FRMG-LOW ROOF FRMG-MAIN FLOOR WALLS S2.2 - ROOF FRMG-UPPER FLOOR WALLS S3.0 - STRUCTURAL DETAILS S3.1- STRUCTURAL DETAILS S3.2 - STRUCTURAL DETAILS S4.0 - STRUCTURAL DETAILS 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 (IPC) 2018 UPC 2009 ICC A117.1 2018 WASHINGTON STATE ENERGY CODE (WSEC) OTHER APPLICABLE CODES URI)CTI]RAI 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) ATTICS -LIMITED STORAGE ATTICS -NO STORAGE ATTICS -HABITABLE BY STAIRS DECKS EXTERIOR BALCONIES FIRE ESCAPES GUARDRAIL/ HANDRAILS GUARDRAILS -IN FILL ROOMS (NOT SLEEPING) SLEEPING ROOMS STAIRS GENERAL NOTES 25 PSF 10 PSF 35 PSF 20 PSF 10 PSF 30 PSF 10 PSF 10 PSF 20 PSF 30 PSF 10 PSF 40 PSF 60 PSF 10 PSF 70 PSF 60 PSF 10 PSF 70 PSF 40 PSF 200 LBS AT TOP IN ANY DIRECTION 50 LBS HORIZ. APPLIED TO 1 SQ. FT. 40 PSF 10 PSF 50 PSF 30 PSF 10 PSF 40 PSF 40 PSF 10 PSF 50 PSF OR 300 LB PT. LOAD ON 4 SQ. IN. 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 ' . . tation shall be available on . 'ADDITIONAL NOTES site for the building inspector: ; PLAN AND PAGE SPECIFIC NOTES ARE LOCATED ON PLAN PAGES Q COE APPROVED ARCHITECTURAL PLAN SET WITH SYMBOLS DENOTING WHERE ; THE NOTES ARE APPLICABLE. ; ❑X COE APPROVED STRUCTURAL PLAN SET ; COE REVIEWED CALCULATION PACKET ENERGY CREDIT WORKSHEET SITE PLAN 1 CIVIL PLAN i ■ � � ; 1 ■ 1 ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ; APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION W O Q CV CD 00 < Q U-) LJJ m 0 z w O V ry- O Q o w 0 z� w = W � rn x x x Q Cs, L1J 0 :�E 0 U LJJ M ;ECEIVEI Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9-12-23 DRAWN JCR REVISION REVISION REVISION FR W Iz SIDING PER ELEVATIONS & SPECS TYPICAL VAPOR BARRIER. EXTEND OVER FLANGE OF CORNERTRIM CORNER TRIM. BUTT SIDING PER SIDING TO EA. FLANGE ELEVATIONS & SPECS METAL CORNER TRIM DTL TYPICAL UNLESS NOTED NO SCALE ACCENT SIDING. VERIFY MATERIAL & REVEAL W/SPECS. TYPICAL WHERE SHOWN HADIE PANEL SIDING. FLASHING @ SEAMS ALIGNED W/TOP & BOT. OF WINDOW. 'T' FLASHING @ SIDING BREAK ALIGNED W/EDGE - OF WINDOW 3' 6" x 3' 2 .. AVERAGE GRADE: 359.32' STANDING SEAM METAL ROOFING. ACCENT ROOFS ONLY -FRONT PORCH @ 2 CAR GARAGE STONE VENEER ALL 4 SIDES OF BUILT UP FRAMED COLUMN MAX ALLOWED HT. - 384.32' 9 Q.B HADIE PANEL SIDING. FLASHING @ SEAMS ALIGNED W/TOP & BOT. SAF. GL. SAF. GL. OF WINDOW. 5"x3'8' 'T' FLASHING @ SIDING BREAK ALIGNED W/EDGE OF WINDOW WI z J i W .. - d 0 d 8' on x 1' 6' r/ r/ r/ r/ a SAF. GL. r/ S.G. S.G. S.G. S.G. S.G. STONE VENEER UP 48" +/ WRAPAROUND CORNER TO FOYER WALL FRONT ELEVATION SCALE: X" = V-0" STEP FLASHING PER R703.8 TYPICALTHROUGHOUT - - ACCENT SIDING. VERIFY . MATERIAL & REVEAL W/SPECS. TYPICAL WHERE SHOWN METAL CORNER TRIM. TYPICAL. SEE DTL THIS PG 5/48 TRIM BAND @ BOT. OF FLR FLUSH BMS-1,, HARDIE PANEL SIDING WRAP AROUND CORNER FROM KITCHEN WALL 10"XU O` 2'10"x3'-10" SAF. SAF. G L. GL. LEFT ELEVATION SCALE: X" = V-0" ROOF -TO -WALL VENT %/ STONE VENEER UP 48" +/- WRAP AROUND CORNER TO 3RD CAR GARAGE WALL WHERE FOYER RAFTERS MEET UPPER WALL - - - - MAX ALLOWED HT. - 384.32' CONT. COR-A-VENT @ MID POINT OF FOYER RAFTER SPACES. EXTEND OVER OVERFRAMING 3' 3" x 10" 9"x 3'.3" x 2'.8" r 3'-3"x3'-2' ACCENT SIDING. VERIFY MATERIAL & REVEAL W/SPECS. TYPICAL WHERE SHOWN AVERAGE GRADE - 359.32' Height survey required. Please provide Washington State licensed Surveyors letter to inspector. Letter to be received prior to framing approval STONE VENEER OF PORCH COLUMN HADIE PANEL SIDING. FLASHING @ ALL SEAMS. SIDING WRAPS AROUND CORNER FROM FRONT WALL. 'T' FLASHING @ SIDING BREAK. TYPICAL THROUGHOUT WHERE SHOWN AVERAGE GRADE - 359.32' APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M CD O 00 M (V LU J Q�� J = Qor Lr) I� 2 �orN L.rl W � M LLJ LLJ Y N � W z 0 0 W o Q00 CV 0 Q LLJ m "' 0 LLJ z QV O ry- O Q o LLJ 0Ln z� w = W � rn x x x Q C", 75 LLJ 0 0 U w ;ECEIVE Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE STONE VENEER UP 48" +/- WRAP AROUND CORNER TO 3RD CAR GARAGE WALL WHERE FOYER RAFTERS MEET UPPER WALL - - - - MAX ALLOWED HT. - 384.32' CONT. COR-A-VENT @ MID POINT OF FOYER RAFTER SPACES. EXTEND OVER OVERFRAMING 3' 3" x 10" 9"x 3'.3" x 2'.8" r 3'-3"x3'-2' ACCENT SIDING. VERIFY MATERIAL & REVEAL W/SPECS. TYPICAL WHERE SHOWN AVERAGE GRADE - 359.32' Height survey required. Please provide Washington State licensed Surveyors letter to inspector. Letter to be received prior to framing approval STONE VENEER OF PORCH COLUMN HADIE PANEL SIDING. FLASHING @ ALL SEAMS. SIDING WRAPS AROUND CORNER FROM FRONT WALL. 'T' FLASHING @ SIDING BREAK. TYPICAL THROUGHOUT WHERE SHOWN AVERAGE GRADE - 359.32' APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M CD O 00 M (V LU J Q�� J = Qor Lr) I� 2 �orN L.rl W � M LLJ LLJ Y N � W z 0 0 W o Q00 CV 0 Q LLJ m "' 0 LLJ z QV O ry- O Q o LLJ 0Ln z� w = W � rn x x x Q C", 75 LLJ 0 0 U w ;ECEIVE Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9-12-23 DRAWN JCR REVISION REVISION REVISION ROOFING PER SPECS Y2" CCX PLYWOOD 2x6 EXPOSED RFTR @ WALL LINE & END OF KNEE BRACE. BIRD'S MOUTH @ KNEE BRACE 16" 1 . 24" @ HIGH SIDE \_%x8 FASCIA HARDIE PANEL SIDING OVER FRAMING 5/x8 BARGE BOARD %x6TRIM BOARD IN f IN FOREGROUND FOREGROUND Y2" SHT'G ON 1 FACE OF FRAMED KNEE BRACE HARDIE PANEL SIDING OVER SHT'G SIDING PER ELEVATIONS & SPECS TYPICAL VAPOR BARRIER. EXTEND OVER FLANGE OF CORNERTRIM CORNER TRIM. BUTT SIDING PER SIDING TO EA. FLANGE ELEVATIONS & SPECS METAL CORNER TRIM DTL TYPICAL UNLESS NOTED NO SCALE TYPE 15 FELT UNDER VALLEY COMPOSITION ROOFING OVER 30# FELT TYPICAL THROUGHOUT METAL GUTTERS TYPICAL THROUGHOUT HARDIE LAP SIDING - 8" REVEAL INSTALLED OVER APPROVED WATER RESISTIVE BARRIER. HORIZONTAL JOINTS TO BE VINYL SASH LAPPED 2" MIN. VERTICAL JOINTS LAPPED INSUL. GLASS 6" MIN. PER R703 SAF. GL. METAL CORNER TRIM. TYPICAL. SEE DTL THIS PG w z J Iw d C`� I SAF. GL. FRAMED KNEE BRACE. SEE DTL THIS PG - - - - ACCENT SIDING. VERIFY MATERIAL & REVEAL iFING PER SPECS ,CX PLYWOOD EXPOSED RFTR @ WALL & END OF KNEE BRACE SUB -BARGE TRIM BOARD BARGE BOARD TRIM BOARD TUCKS IND BARGE BOARD TOP PLATE OF E BRACE PLATE @ WALL LINE. NAIL ) STUDS AND/OR SOLID G OF EXTERIOR WALL HT'G 1 SIDE ONLY. HARDIE LSIDING DIRECTLY TO )S ON OPPOSITE SIDE TRIM BOARD OVER END RAMED KNEE BRACE SAF. GL. SAF. GL. SAF. GL. W/SPECS. TYPICAL WHERE SHOWN REAR ELEVATION SCALE: X" = V-0" 3i-Y x 2'-6• 6 4 . Q._6 B SAF. GL. MAX ALLOWED HT. - 384.32' ACTUAL MAX HT. - 384.07' "-NO WINDOW TRIM. SIDING BUTTS TO FRAME. TYPICAL THROUGHOUT 'T' FLASHING @ SIDING BREAK. I TYPICAL THROUGHOUT w z J AVERAGE GRADE - 359.32' w IF 0I MAX ALLOWED HT. - 384.32' METAL CORNER TRIM. TYPICAL. SEE DTL THIS PG METAL DOWNSPOUT TO APPROVED DRAINAGE. TYPICAL THROUGHOUT FRAMED KNEE BRACE. SEE DTL THIS PG AVERAGE GRADE - 359.32' RIGHT ELEVATION SCALE: X" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION "ECEIVE Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9-12-23 DRAWN JCR REVISION REVISION REVISION FRAMED KNEE BRACE DTL SCALE: 1" = V-0" rap -nu 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. OCRAWL 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. OCRAWL SPACE VENTILATION - IRC R408 PROVIDE 1386 SQ. IN. MIN. NETTOTAL(1/150) INSTALL19 8"x 16" SCREENED VENTS x 75.4 SQ. IN. EA.= 1432SQ. IN. NET AT LEAST ONE VENT TO BE PLACED WITHIN T OF EACH CORNER OF THE BUILDING. ONE SIDE MAY HAVE NO VENTS FOOTING SCHEDULE CALL OUT H x W x D REQD REBAR 12 6x12x12 15 7x15x15 18 8x18x18 20 8x20x20 24 8 x 24 x 24 3 - #4 EA. WAY 30 10 x 30 x 30 3 - #4 EA. WAY 36 10 x 36 x 36 4 - #4 EA. WAY 42 12 x 42 x 42 4 - #4 EA. WAY 15C 8 x 15 CONT. 2 - #4 CONT. ALL EXTERIOR FOOTINGS TO EXTEND 18" MIN. BELOW FINISHED GRADE UNLESS NOTED OTHERWISE. STRIP ALL WOOD FORMS PRIOR TO BACKFILLING. SEE S PAGES FOR ALL HOME TO BE EQUIPPED STRUCTURE, SHEARWALL & WITH 13D FIRE HOLDDOWN INFORMATION SPRINKLER SYSTEM FOUNDATION PLAN SCALE: 3/4" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION M CD O 00 M (V J Q�� J = Qor Lr) I� 2 �LN Mw w J �Q� N � LL. z 0 0 LLJ 0 m ECEIVE Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9-12-23 DRAWN JCR REVISION REVISION REVISION EA :2 1 0 m .9. 9 0 A a) 69'-0" 30'-0" 26'-0" 13'-0" START L.O. I STEMWALL ALLLR RAISSTS ED E 19.2 O.C. q oof I �Y Nz I �u Y w 8.2 II II II II I II N o o II II II II II II II II II II bo I 6'-0" 24'-0" I - I o STEM LRAISED E HANRJSTSINSD G II II II II j II II II II II II II II II II II I I CD I Ea II II II II II II II II II II II II II II II II I O N co I I II II II II II II II II II II II II II II II II II II II II II II II L II—� II II II II III in II II II I - I o —r-- I 1T ? it —Tr--- IT- 11 1 I I I I I I I ill I I I I I I I I �O� I I I l o I I I I I I O _ N N ZD I of o o, � Ln LU Y Q m N — I co = N O II II I II II II II II II II II II II II II o J II II7777- LL v_ WASTE STACK FROM M a UPPER FLOOR 1 6 7-10/ _ 1 II o �? X 22'-0" I II II II II II tt- II II II II II II N II II CD II II II II STEM WALL RAISED 9%" HANG FLR JSTS INSIDE z II II II QW.c. I N II II j II II�II--III II Ili II II II II II II II II 111 II 1111 I I I I L- L- - - -- - -- - - - - -- ----- --------------------------- I II II II II II II II II II II II II II II II II II 111Q II 1111 II II � ��\ o � z � G I II II II II II II II II II II II I I II II II II II 111m II I I II II II �\\ o � CD II II II II II II II II � STEM WALL RAISED 9%" HANG FLR JSTS INSIDE 2'-10%" 1 4'-2" 11'-10" 4'-0" I II II II II II II II II � - B0 I I I ® TO SIDE SEWER HOOK UP PER SITE PLAN 14'-0" i 20'-0" 22'-0" 13'-0" 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 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. OCRAWL 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. OCRAWL SPACE VENTILATION - IRC R408 PROVIDE 1386 SQ. IN. MIN. NET TOTAL (1/150) INSTALL19 8"x 16" SCREENED VENTS x 75.4 SQ. IN. EA.= 1432SQ. IN. NET AT LEAST ONE VENT TO BE PLACED WITHIN T OF EACH CORNER OF THE BUILDING. ONE SIDE MAY HAVE NO VENTS SEE S PAGES FOR ALL HOME TO BE EQUIPPED STRUCTURE, SHEARWALL & WITH 13D FIRE HOLDDOWN INFORMATION SPRINKLER SYSTEM MAIN FLOOR FRAMING PLAN SCALE: %" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS M CD O 00 M N J Q�� J = Q I� or 2 LnLN Mw w N � w z 0 0 L1J 0 O U W ;ECEIVE Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9-12-23 DRAWN JCR REVISION REVISION REVISION 0 0 N 0 M 30'-0" 6'-6" 35'-6" 69'-0" 26'-0" 13'-0" UNCOVERED PATIO _ CONCRETE SLAB o VERIFY SIZE PER SPECS 18'-0" 12'-0" 18'-7" 71_5" 7'-0" 6'-0" 3'-711 61_011 31_ 11 11 31_011 2' 11_511 2'-9" 31_211 13" 6x6 P.T. COL. BC6 OR 30 MIN. EQ. TO FLUSH BM. SAF. GL. LANDING WOOD WRAP COL. LINE OF UPPER FLR � 6°46 XO 3°76 PIC 5°4° XO 73/" MAX STEP II ° R3 COVERED PORCH " =N I TRASH D.W. - CONCRETE SLAB TOP OF RAISED 0 ~ 4'-02' 61 9' 0 1' 9%° 2' 7%° 8' 10�" 6" 5' 3" 7 0 6' 4 0 CONCRETE WALL 0 M 8.2 I 268°STORE DR KITCHEN Qo OFFICE _ M J SAFETY GLASS = o �' (D m CD N 4°49 PIC 9°60 PIC 7 4" MAX ¢ MICRO. 4°60PIC 9°60XOX I STEP 19°80SLGLDR' i'SHOP i IN 7'-0" x 4'-0" ISLAND w ' 0 CD _ Q = 12' FLUSH EAT. BAR pp -<c Ln d Ln N 26 , 2'-411 0 I\ V-8" I I I w w� DINING AREA of wGREAT ROOM o Q w VAULTED CL'G LL 24 M I I z LU o_ a o cc z� zl 2x6 WALL FOR L MUD RMNC,LL o� J PLUMB. STACK �I co o°� 4,-0" FROM ABVLK-IN �a TRY ro L _j_ m ' ROUGH -IN FOR 6' 6" COFFEE BAR � ' = N � O°CHARGING STATION HLVS oI 28 PER ECDC 17.115 ¢mL� — L, Q o � LINE OF UPPER FLR J � = - 30 ELEC ® HEAT UMP WATER 7 NO STEP a N o N ® HE TER PER N m �n 7 3 10 9 _ _ _ — — , ENER Y CREDIT 5.5 811 HEAT 2 6 TOP PLATE: — STORAGE— 5'-51 6'-3%" 2'-5" 7' S" 11 , Lr) 2x6 BR'G WALL 10 0 I o — — — — — I-D' 3" STEEL BOLLARD UP36"MIN. ILL Qw� ROD SHUF —_ _ _ 3-26 3-2x4 ' 2-2x6 a = v — — — — — — — — — a Lu r I I 2 2x6 I� w N JI I II II�WALK-IN 4'-9"VANITY a 10 o cz w�n WARDROBE Ln 50 FOYER M or VAULTED CL'G OI 3RD CAR GARAGE 220OPEN TO ABV N w , OPEN I I nI RAILING II LJ A a TOPI N 8' N N SA CO iiCD °_===—=1°I 2 CAR GARAGE m 28 I g 1 7 O 16 16 UP 17 , SA GUEST 0 J 0 m RQ Ln RISERS ' GUEST RFDROOM o — ROD-SHLF— N� �� I I I i I 7 4" MAX TEP 4°8° PIC SAF. GL. BALLOON FRAME RAKE i o 1Y2' 5, 2„ WALL TO SLOPED TOP 2' 0" q PLATE @ BOT. OF RAFTERS 3 2x6 — 4'-0" 8 -4/271-7Y211— COVERED PORCH CONCRETE SLAB S�6' XOX 6x6 VAULTED CL'G — BALLOON FRAME RAKE WALL TO SLOPED TOP B CULTURED STONE 6x6 P.T. COL. BC6 OR PLATE @ BOT. OF 8.2 VENEER FULL HT. 4 SIDES C EQ. TO BM. WOOD 3 6„ RAFTERS OF FRAMED COLUMN 8.2 WRAP COL. 2'-10Y2" 3'-0" 9'-0" 12'-0" 8'-0" 20'-0" 69'-0" VAULTED CL'G 01 160 80 GARAGE DR 16'-3" 22'-0" LINE OF UPPER FLR TOP OF RAISED. CONCRETE WALL N N 10°8°GARAGE DR 2'40%" 116Y2" 1 10'-3" 13'-0" 16," 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. 0 N 0 0 N 0 0 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. ®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 RISERS TO 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. 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. OBATHROOM 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. ©EMERGENCY 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. OGARAGE SEPARATION GARAGE TO BE SEPARATED FROM THE RESIDENCE & ITS ATTICS WITH"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 ®GARAGE 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. OGAS FIREPLACE - IRC G2434 & G2435 VENTED GAS FIREPLACE OR FIREPLACE HEATERS TO BE TESTED PER ANSI Z21.50 & ANSI Z21.88. INSTALLED PER MFG INSTRUCTIONS (PROVIDED ONSITE FOR INSPECTOR). FIREBLOCK REQUIRED AT DUCT OPENING PER IRC R302. INSTALLY2" GWB FIREBLOCK BETWEEN CHASE & ATTIC WHERE APPLICABLE. 10 ATTIC ACCESS - IRC R807.1 22"x 30" MIN. ROUGH FRAMED OPENING. 30" MIN. HEADROOM FROM BOT. OF CL'G MEMBERTO BOT. OF ROOF MEMBER. ACCESS DOOR TO BE WEATHERSTRIPPED & INSULATED. PROVIDE 12" INSULATION DAM AROUND PERIMETER OF OPENING. SEE S PAGES FOR ALL HOME TO BE EQUIPPED STRUCTURE, SHEARWALL & WITH 13D FIRE HOLDDOWN INFORMATION SPRINKLER SYSTEM MAIN FLOOR PLAN SCALE: Y4" =1'-0" 1571 SQ. FT. MAIN FLOOR 1590 SQ. FT. UPPER FLOOR 3161 SQ. FT. TOTAL LIVING 84 SQ. FT. FRONT PORCH 96 SQ. FT. COVERED PATIO 180 SQ. FT. OUTDOOR LIVING 1054 SQ. FT. GARAGE APPROVED FOR CONSTRUCTION CITY OF EDMONDS C /) LLJ Q CV 0 00 rn Q L/ LLJ m `n 0 I iJI z Q V O O Q Lu � w 0 z� L w = LLJ � rn x ^ X 1� X Q C3,) LLJ TO i 0 v U LU ECEIVE Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9-12-23 DRAWN JCR REVISION REVISION REVISION - A4 In CD GENERAL NOTES � N OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF N w CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. Q U EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE � N MAY NOT PASS THRU OR WHERE FALL PROTECTION = Ln Lli DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 w uJ Y SAFETY GLASS & SKYLIGHTS PER IRC R308 J N z O ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL 0 NAILING TO BE INSPECTED BEFORE COVERING START L.O. 241, O.C. IBM- 51'-0" 12'-0" 4'-0" 22'-0" 13'-0" 24" O.C. 14" 20" 14" 24" O.C. ADJUST SPACING. ADD EXTRA BR'G WALLS ARE FLR TRUSS FOR PLUMB. ABV SHADED FOR CLARITY W O II II II II II II II II II II II II II II II II Q 00 �I II II II II II II II II II II a 00 (� OZD II II II II II II II II I II II 0 LL' O �\ 83 I II II II II II I IIII �o II II II II 83 0 w N O II II II II IICD II II zll II II z II w = I II II IlNoll II II II�II _ ��II II II II 4w.0 II II `QI" `QI" � w w O z U I I CD � of N p w ti � I X �z o N oN DN I UP I N x ~ of � II II II II II II �'�' LtJ r I � I 6 II II II II II IIp Lp uP J I IIIw II II II Q IIz II II�II II II II II I �_ I;I I EnLJ J O O-1 N cr- @, N Q co I I I I III I I I I I 1 1 I I I I I I I I I I Ln �I I I I I I N uP z GIR TRu 00 Q i = L+J N Q I I I II II � II II I T- __I I --_I I---- I _F- I �_ I I-- J — I I�� I I \ I II uin I I I -m I I I I \ I E--T-tt---- I i I_I11 -1-1- -- - - - - - ----- I I II I I I I � II II II IIII I o SUPPLYTHRU 1 SIDE WALL I . I I I I I I I i I I I I Up 2x12 HF# @ 16" O.C. FOR — N II II IIL-J III II I I III I I I I GIRDER TRUSS I I I I NO STEP WALK-IN SHWR ABV I i i I — — — — — I I I I I s 11 rt1 — — — — — `. i �II� 5' 10" 2 LJ - - - - - - - - ---------- DN �� i IIII II II II II I II UP I ' 12-0" '" I I 4_0 I II II II II II II DN 11 II II II II II I o 00 ri L_J I I o o SUPPLYTHRU"'' cli I I I I I I I I I I I I A o A SIDE WALL ---- I I L1J �� II II II II II IIII II II II 0 II II II II II IL— o Q0 J a U c � 8.2 11'-6" 10'-6" Ir 22'-0" 13'-0" SEE S PAGES FOR ALL HOME TO BE EQUIPPED STRUCTURE, SHEARWALL & WITH 13D FIRE HOLDDOWN INFORMATION SPRINKLER SYSTEM ECEIVE Nov 27 2023 UPPER FLOOR FRAMING PLAN SCALE: /" = V-0" CITY M E T SERVICES 1 DEVELOPMENT SERVICES DEPARTMENT CITY OF EDMONDS DATE 9-12 -23 DRAWN JCR REVISION LINE OF GREAT RM BLW 51'-0" 11 17'-7" 16'-11," 16'-5Y2" BALLOON FRAME RAKE WALL TO SLOPED TOP PLA @ BOT. OF RAFTERS 2'-6" 12" , 3'-0" .12". 9'-0" 3°36 PIC 9°33 XOX 915° XOX N 3°6' PIC S.G. 9°5° XOX 2'-11%" 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 ILL 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. © I ROD—HLF I ` ------- — — — — — — — — I LLI N I 0 WALK-IN °O " I WARDROBE I 5'-9Y2" 10'-8" I a � IJ d N -- 10 BONUS ROOM MASTER BEDROOM VAULTED CEILING ROD-SHLF 24 2x4 & 2x6 WALL M DO ®50 ROD SHLF FOR DUCTING m ` M „ 1 x 4 6' " 6 0� ` CONTINUOUSLY R ANING�� CD6 N \ AIR HANDLER FOR HEAT _ _ r , HRV UNITSETTO MIN. 90 PUMP HVAC SYSTEM CFM TO SATISFY HOLE 7' 0" VANITY 10 I HOUSE FAN REQUI EMENTS ox `n N 26 26 L — — J 6' 0�' 3' 8%" 7' 2j/" 3' S� 7 ` 6 MASTER BATH \ \ \ \ Sq O 24 24 SAF.GL. SHWR In In na SURROUND \ 12 O 50 26 26 `r 12" LINEN \` 2x R'G L 1 20 20 „ 16 LINEN o 63"x 30"SOAK. TUB 2$ n N `� �� ° ALK- c, J cl- M LAUNDRY \ 4'-6" VANITY • � \ SHOWER Na 56 40 CO 2 4 - 24 m \ ®50 o ®50 \ SA M O BATH u \` N 6°46 XO rn \\ SAF.GL. DRYER OPEN RAILING V.T.O.S. FAHE \ \ \ SHLF cli �' \ UP 36" MIN. I — —ROD — — M 16" SHLVS 11 _ I I ROD_SHLF WARDROBE II — — — — WARDROBE N - m 26 5o BP ` \\�\ \\ \ \ —_ — —_— _-1°I 00000Mm 22x6 2x4 WALL INSIDE OF `D \ 2-26 50 BP SA N III WARM WALL FOR PLUMB. 2 6— III & DRYER BOX - VENT UP & SA 12 I N OUT EXT. WALL Of L — — — J A III LINE OF FLAT CL'G FLUSH W/DROP BM OVER RAILING\IIILIM 5 -11, 1 5 -4/„ 4'-8/" 5 -11� ` \ Ln ^ - o 8 1 I o 00 OPEN TO T III FOYER BELOWLn 8.1 14' I°I BEDROOM #3 .2-26 °____- cn BALLOON FRAME RAKE WALL TO SLOPED TOP PLATE JI ` I @ BOT. OF RAFTERS a1 BEDROOM #2 �I \ o 7034 PIC 4°4° PIC \ cl- N 1 21 71 0II 21-0Y211 41 011 21 011 v CD c ` X 6°46 XO 0 o 16'-0" 6°46 OX 14 LINE OF GARAGE BLW 11'-6" 10'-6" 13'-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. ®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 RISERS TO 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. 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. OBATHROOM 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. ©EMERGENCY 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. 10 ATTIC ACCESS - IRC R807.1 22"x 30" MIN. ROUGH FRAMED OPENING. 30" MIN. HEADROOM FROM BOT. OF CL'G MEMBERTO BOT. OF ROOF MEMBER. ACCESS DOOR TO BE WEATHERSTRIPPED & INSULATED. PROVIDE 12" INSULATION DAM AROUND PERIMETER OF OPENING. 11 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 ADJACENTSURFACE (LINE OF NOSING @ STAIR). TOP OF RAIL TO SUPPORT 200# LOAD APPLIED IN ANY DIRECTION. INFILLCOMPONENTTO 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. 12 INTERIOR 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. SEE S PAGES FOR ALL HOME TO BE EQUIPPED STRUCTURE, SHEARWALL & WITH 13D FIRE HOLDDOWN INFORMATION SPRINKLER SYSTEM UPPER FLOOR PLAN SCALE: 3/4" =1'-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS M CD O 00 M N J Q(� J =Q� or 2 LnLN Mw w N � w z O O LLJ 0 m ECEIVE Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9-12-23 DRAWN JCR REVISION REVISION REVISION A6 BALLOON FRAME RAKE WALL TO SLOPED TOP PLA @ BOT. OF RAFTERS m Q c� BR'G WALLS ARE - SHADED FOR CLARITY LINE OF UPPER FLOOR WALLS. SEE UPPER ROOF PLAN PAGE 7.2 I 8.2 24" UPR EAVE II II II II II II II II II I I II II II II II II II II I I II II II II II I I II II II II II II II II I II � II II 11 I II II II II II � II 11 II I I I IWE� II II a LLN u u u u I >< II II �=O 41' II N _ II II II II I I II I IINN II II /� II II !I' II II II II II/ II II I I I II II �P���%II II II I I II II II II II , II II � II I I II II II II / II II II II I , I I II II II / II II II II II I / - - - - - - - / FOYER ROOF FLUSHES OUT W/UPPER TRUSSES 18 LWR EAVE I MONO PITCH TRUSSES @ 24" Q)w a I I O.C. 12'-10" LENGTH 4:12 PITCH a � Ln � N 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. ROOF VENTILATION - IRC R806 ALL VENTS TO BE SCREENED WITH CORROSION RESISTANT WIRE CLOTH OR SIMILAR WITH OPENINGS BETWEEN Y16' &Y4". 3-2" DIA. HOLES PER VENT BLOCK = 7.0 SQ. IN. NET AREA. LOCATE VENT BLOCKS @ CORNERS & EVENLY BETWEEN FOR ATTICS. CATHEDRAL CEILINGS TO HAVE 1 VENT BLOCK PER RAFTER SPACE. MINIMUM NET FREE VENTILATING AREA TO BE Y50 (Y300 PERMITTED WITH A CLASS I OR II VAPOR RETARDER ON THE WARM SIDE OF CEILING OR IF 40% MIN & 50% MAX OF REQUIRED VENTILATION IS LOCATED WITHIN 3' OF THE HIGHEST PORTION OF ATTIC. 10 ATTIC ACCESS - IRC R807.1 22"x 30" MIN. ROUGH FRAMED OPENING. 30" MIN. HEADROOM FROM BOT. OF CL'G MEMBERTO BOT. OF ROOF MEMBER. ACCESS DOOR TO BE WEATHERSTRIPPED & INSULATED. PROVIDE 12" INSULATION DAM AROUND PERIMETER OF OPENING. OVERFRAMING i STICK FILL OVER TRUSSES WITH 2x4 HF#2 RAFTERS @ 24" O.C. 48" MAX SPAN. POST DOWN @ 48" O.C. TO TRUSSES BELOW. STAGGER POSTS OF ADJACENT RAFTERS TO ALTERNATING TRUSSES. GREAT RM, GUEST RM, FOYER RAFTER SPACES EACH RAFTER SPACE SHALL HAVE VENTING @ TOP & BOTTOM OF SPACE VIA VENT BLOCK, ROOF -TO -WALL VENT, COR-A-VENT OR INTO ADJOINING ATTIC SPACE. INSTALL 10 LIN. FT. ROOF -TO -WALL VENT x9SQ. IN. EA. =90SQ. IN. NET INSTALL 18 LIN. FT. CONT. COR-A-VENT x 12 SQ. IN. EA. = 216 SQ. IN. NET INSTALL 23 SCREENED VENT BLOCKS x 7 SQ. IN. EA. =161 SQ. IN. NET OPTION: SEE UNVENTED ATTIC SPACE NOTE BELOW. NO VENTING REQUIRED IF INSULATED PER NOTE BELOW 2 CAR GARAGE ATTIC SPACE PROVIDE 104SQ. IN. MIN. NETTOTAL(1/150) INSTALL 1 AF50 ROOF VENTS x 50 SQ. IN. EA. = 50 SQ. IN. NET INSTALL 11 SCREENED VENT BLOCKS x 7 SQ. IN. EA. = 77 SQ. IN. NET 127 SQ. IN. NETTOTAL PROVIDED. LOCATE ROOF VENT NEAR HIGHEST PORTION OF ATTIC 3RD CAR GARAGE ATTIC SPACE PROVIDE 250 SQ. IN. MIN. NET TOTAL (1/150) INSTALL 4 AF50 ROOF VENTS x 50 SQ. IN. EA. = 200 SQ. IN. NET INSTALL 10 SCREENED VENT BLOCKS x 7 SQ. IN. EA. = 70 SQ. IN. NET 270 SQ. IN. NET TOTAL PROVIDED. LOCATE ROOF VENTS NEAR HIGHEST PORTION OF ATTIC OPTION: 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. V) W Q CV O 00 < Q w m� 0 LJI z Q V O O Q Lu w 0 z� L w = w rn x x x Q c", 4:12 2x12 HF#2 RAFTERS @ 4.12 _ _ _ _ _ _i i I 2x12 HF#2 LEDGER ON VERT. J'"� A A 24" O.C. 4:12 PITCH MEMBER OF MONO TRUSSES cr BIRD'S MOUTH RAFTERS X r a 8.1 III TO SIT ON TOP N p L-Li N II LINE OF UPPER FLOOR WALLS. SEE I 0 UPPER ROOF PLAN PAGE 7.2 — — — — RAFTERS POST DOWN TO BM BLW & 12" GABLE CANTILEVER TO UPPER WALL — — — — I 2x6T& AR DECKING I ¢ 0 w OVER E OSED RFTRS F_ w a Iw Y� _ J =�N wog -7 —7 12 GAB E NO PITCH TRUSSES @ 24"o o N a O.C. 13 5/ LENGTH 4:12 PITCH°E0m I � -„- U MOo OO/ II II II II II II 12" GABLE m� m a `� I II II IIco Ia ----- LLB BALLOON FRAME RAKE B L J I 2 11 I�___ II II II II II II II II II WALL TO SLOPED TOP PLATE I @ BOT. OF RAFTERS 8.2 24" LWR EAVE 4x8 DF#2 EX OSED RFTRS L_ I I — I — I— I — I — I —u— I — L A J @ 36' O.C. 3:12 PITCH C 24" LWR EAVE 2x6 HF#2 RFTRS @ 24" O.C. 4:12 PITCH. 2x4 HF#2 CL'G JSTS @ 24" O.C. SEE S PAGES FOR ALL HOME TO BE EQUIPPED STRUCTURE, SHEARWALL & WITH 13D FIRE HOLDDOWN INFORMATION SPRINKLER SYSTEM MAIN FLOOR ROOF FRAMING PLAN SCALE: X" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS ;ECEIVE Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9-12-23 DRAWN JCR REVISION REVISION REVISION AT 1 START L.O. 2411 O.C. 17'-7" �I 24" LWR EAVE _ BR'G WALLS F R ROOF TRUSSES ARE HADED-A FOR CLA JTY 1�1 SEE MAIN FLOOR ROOF PLAN PAGE 7.1 FOR RAFTERS OVER FOYER C 16'-0" 51'-0" 16'-11," 16'-5Y2" 3'-5Y2" 13'-0" BALLOON FRAME RAKE Lu Q WALL TO SLOPED TOP PLATE a Q @ BOT. OF RAFTERS 24" LWR EAVE 12" GABLE — — -F] — � I I j II II II >L>u�F- II II II II II a 2x12 HF#2 RAFTES @ �1FOJ III II 1-4 o II 24" O.C. 3:12 PITCH JQ = = w 0 ZD ZD II II I 3� o I I I I II II II w � O o F- 00 v ZD O� RIDGE_,_ _ o II II I o - -�- - — — — — — — — —II— — IF 1 'C` =: I I�Lou —�!_ / _ _ -�� _ _ - = II II II I II II IIFACE 121111 BILE 19" II I CD �IZD v�N T � _RIDGE _ I 4:12 CRICKET OVER HORIZ. VALLEY BLW III II II \�yl \ <<Fy I I I I II II II GIRDER TRUSS � _ _ _ - -� - = = 20'-5" o Lu ROOF SURFACE FLUSHES of ROOF TRUSSES @ 24" O.C. 2644" OUT W/FOYER RAFTERS PAT. CUT TO 20'-5" 4:12 PITCH 4:12 412 12" GABLE it (:IRf1FR TRI ICC GA�PE EN TRUSS JP� RIDGE + 1 I j cV Ln Ii EE' 4:12 CRICKET OV HORIZ. VALLEY BLW\ % �4Lu o 4� Lq�II oz I--- v 0 z a MONO PITCH TRUSSES @ 24 L O.C. 11'-6" LENGTH 4:12 PITCH \ 12" GABLE 11'-6" 22'-0" MONO PITCH TRUSSES @ 24" O.C. LENGTH TO GIRDER TRUSS 4:12 PITCH. FLAT TOP AS REQ'D A HIP GIRDER w II I III acl- {{III Y N I I I ..... 7! �l L �l 24" LWR EAVE a N 10'-6" ' FACE a 7 W J IN 0 24" LWR EAVE BR'G WALLS FOR ROOF TRUSSES ARE SHADED FOR CLARITY A LINE OF MAIN FLOOR WALLS. SEE MAIN FLOOR ROOF PLAN PAGE 7.1 13'-0" I� 0 N 0 00 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. ROOF VENTILATION - IRC R806 ALL VENTS TO BE SCREENED WITH CORROSION RESISTANT WIRE CLOTH OR SIMILAR WITH OPENINGS BETWEEN Y16' &Y4". 3-2" DIA. HOLES PER VENT BLOCK = 7.0 SQ. IN. NET AREA. LOCATE VENT BLOCKS @ CORNERS & EVENLY BETWEEN FOR ATTICS. CATHEDRAL CEILINGS TO HAVE 1 VENT BLOCK PER RAFTER SPACE. MINIMUM NET FREE VENTILATING AREA TO BE Y50 (Y300 PERMITTED WITH A CLASS I OR II VAPOR RETARDER ON THE WARM SIDE OF CEILING OR IF 40% MIN & 50% MAX OF REQUIRED VENTILATION IS LOCATED WITHIN T OF THE HIGHEST PORTION OF ATTIC. 10 ATTIC ACCESS - IRC R807.1 22"x 30" MIN. ROUGH FRAMED OPENING. 30" MIN. HEADROOM FROM BOT. OF CL'G MEMBER TO BOT. OF ROOF MEMBER. ACCESS DOOR TO BE WEATHERSTRIPPED & INSULATED. PROVIDE 12" INSULATION DAM AROUND PERIMETER OF OPENING. OVERFRAMING i STICK FILL OVER TRUSSES WITH 2x4 HF#2 RAFTERS @ 24" O.C. 48" MAX SPAN. POST DOWN @ 48" O.C. TO TRUSSES BELOW. STAGGER POSTS OF ADJACENT RAFTERS TO ALTERNATING TRUSSES. UPPER ATTIC SPACE - INCL. MASTER RAFTERS PROVIDE 1515 SQ. IN. MIN. NET TOTAL (1/150) INSTALL 23 AF50 ROOF VENTS x 50 SQ. IN. EA. =1150 SQ. IN. NET INSTALL 57 SCREENED VENT BLOCKS x 7 SQ. IN. EA. = 399 SQ. IN. NET 1549 SQ. IN. NETTOTAL PROVIDED. LOCATE 12 ROOF VENTS NEAR HIGHEST PORTION OF ATTIC OPTION: SEE UNVENTED ATTIC SPACE NOTE BELOW. NO VENTING REQUIRED IF INSULATED PER NOTE BELOW OPTION: 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 HOME TO BE EQUIPPED STRUCTURE, SHEARWALL & WITH 13D FIRE HOLDDOWN INFORMATION SPRINKLER SYSTEM UPPER FLOOR ROOF FRAMING PLAN SCALE: X" =1'-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS M CD O 00 M N Lu J Q�� 2 � or � 1 M LL Lu cJ/ L- N�L.— z 0 O V) W o Q CV O 00 Cr Q LL' Z IQV O ry- O Q Lu w O z � L w = W � rn x x x Q rn ;ECEIVE Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9-12-23 DRAWN JCR REVISION REVISION REVISION M O 00 M N Lu J Q�� 2 �or Lr) LN L f, W M Lu LLJ Y a --I C, J Q W N � W z O O MAX ALLOWED HT. - 384.32' 24" 2x SCREENED VENT BILK @ UPPER EAVE ROOF SURFACE OVER BEDROOMS FLUSHES OPEN RAFTER SPACE W/RAFTERS OVER FOYER INTO ATTIC ABV FOR MONO PITCH CROSS VENTILATION TRUSSES PER PLAN 2x LEDGER ON VERT. MEMBER GIRDER TRUSS 12 OF ROOF TRUSSES. BIRDS , - ; PER PLAN 4 MONO PITCH MOUTH RFTRS TO SIT ON TOP � TRUSSES PER PLAN +�R-21 BATT INSUL. OVERFRAMING 2x4 CL'G JSTS @ BOT. OF KR 49 BLOWN INSUL. R 49 BLOWN INSUL. 2x SCREENED VENT BLK DROP BM BEYOND. & BAFFLE ABV INSUL. SISTER TO SIDE OF RFTRS TOP PLATE R-38 BATT INSUL 1" MIN. AIR SPACE ABV Ln �J DRSTOBONUS o" RM BEYOND Q O SOLID BLK'GAL @ 00 BR'G WALL Q �.%� 1� RAISED TOP PLATE CORNER OF �J m 4 LAUNDRY B BEYOND M OPEN RAILING BEYOND Q � RAFTERS PER PLAN O Lu o O z MONO PITCH � R-38 BATT INSUL. TRUSSES PER PLAN � 1" MIN. AIR SPACE ABV 2x6 BR'G WALL x BALLOON FRAME 12 w = NON-BR'G EA. SIDE OF HALL 4 WALL / 2x LEDGER TOP & BOT. OF TRUSSES. x 2x4 CL'G JSTS @ 24" O.C. HGRS PER TRUSS SUPPLIER rn CL'G-BOT.OFBM_ TOP PLATE Q 9'-0' CL'G IN BATH BEYOND CL'G OF DINING AREA BEYOND BM PER PLAN OPEN WEB FLOOR LWR TOP PLATE 8'-1Y8" CL'G IN CLOSET BEYOND I I CORNER OF BATHA J TRUSSES PER PLAN R 38 BATT INSUL. 2-2x6 TOP PLATE WALL BEYOND CORNER OF MUD HDR PER PLAN _ ROOM BEYOND 2x6 LINER 0 24 � o N 24" CLOSET DR BATHRM a DR TO MUD - w R-21 BATT INSUL. DR TO BACKYARD BEYOND DR BEYOND ROOM BEYOND BEYOND N GUEST ROOM FOYER OPEN RAILING 2 CAR GARAGE 3RD CAR GARAGE 0 DINING AREA BEYOND BEYOND o o _ J Ql m Ql ri O° R-21 BATT INSUL. FIRESTOP TOP OF STEM @ 362.50' RAISED STEM 2x6 HF#2 JSTS WALL BEYOND FOR LANDING MAIN SUBFLOOR 359.69' TOP OF STEM @ 359.50' MAIN SUBFLOOR AVERAGE GRADE - 359.32' TOP OF STEM @ 358.73' FLOOR JSTS PER PLAN R 38 BATT INSUL. M PER PLAN BOTDUB OF STAIR JSTS @ BM PER PLAN Li i L J :�E 34'-0" 35'-0" O DA FULL SECTION SCALE: %" =1'-0" o 0 " M U w ECEIVE Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: A8.1 BY: CITY ENGINEERING DIVISION 24" DRS TO M CH. CLOSET DR DR TO HALL CORNER OF CLOSET DR CLOSET BEYOND BEYOND BEYOND CLOSET BEYOND BEYOND R-21 BATT INSUL. NON-BR'G INTERIOR 2x6 BR'G WALL WALL TYP. UNLESS NOTED BEDROOM #2 BEDROOM #3 FIREST P UPPER SUBFLOOR DATE 9-12-23 DRAWN JCR REVISION - REVISION - REVISION - MAX ALLOWED HT. - 384.32' ($) FULL SECTION SCALE: %" =1'-O" 7d" R-38 BATT INSUL. _ RAFTERS PER PLAN-, 1" MIN. AIR SPACE ABV 1� 2x EXPOSED LEDGER @ BALLOON FRAMED WALL ACCENT METAL ROOFING OVER SHT'G 2x6 T&G EXPOSED CAR DECKING EXPOSED RAFTER EMS PER PLAN 12 SOLID BLK'G EA. SIDE 31 OF BM PER PLAN HDR PER PLAN --,—BUILT UP COLUMN W/STONE VENEER BEYOND 7'-0" - COVERED PORCH rn m MAIN SUBFLOOR LINE OF CL'G BEYOND FIRESTOP CL'G OF HALL BEYOND CORNER OF CLOSET BEYOND GUEST RM DR BEYOND FRONT DOOR CORNER OF BATH BEYOND FLOOR 1STS PER PLAN JSTS HUNG INSIDE RAISED STEM WALL. HNGRS PER PLAN ROOF TRUSSES PER PLAN 2x SCREENED VENT BLK & BAFFLE ABV INSUL. 24" 11 12 4 , R 49 BLOWN INSUL. TOP PLATE BM PER PLAN 2x6 WALL UNDER BM PER PLAN. R-21 BATT INSUL. CORNER OF LAUNDRY RM BEYOND 00 LO FT ° z ° io ° M UPPER SUBFLR, OPEN WEB FLOOR BM PER PLAN TRUSSES PER PLAN FOYER CORNER OF BATH BEYOND © PARTIAL SECTION SCALE: %" =1'-D" R-38 BATT INSUL. DINING AREA GREAT RM BEYOND APPROVED FOR CONSTRUCTION CITY OF EDMONDS nATF- M O 00 M N Lu J Q�� J = Qor Lr) I� 2 �LN L.rl W 't V M W W Y J Q W N � W z 0 0 ECEIVE Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9-12-23 DRAWN JCR REVISION REVISION REVISION BY: CITY ENGINEERING DIVISION M O 00 M N Lu J Q�� 2 �or Lr) LN L f, W M Lu LLJ Y a --I C, J Q W N � W z 0 0 17'-7" 16'-11Y2" 16'-5Y2" 24° MAX ALLOWED HT. - 384.32' ACTUAL MAX HT. - 384.07' 2x SCREENED VENT BLK @ UPPER EAVE p RAFTERS PER PLAN RAISED TOP PLATE 12 w 3 R-38 BATT INSUL. 1 MIN. AIR SPACE ABV GIRDER TRUSS Q R 21 BATT INSUL. ROOF TRUSSES PER PLANS ROOF TRUSSES > PER PLAN R-49 BLOWN INSUL. R-49 BLOWN INSUL. PER PLAN 2x6 BR'G WALL REVERSE OVERFRAMING RAKE WALL FRAMED ON TOP OF GIRDER TRUSS TOP PLATE V92]17� R A � 9 x WINDOW BEYOND WINDOW BEYOND 12" GIRDER TRUSS PER PLANS Ln WINDOW BEYOND WINDOW BEYOND WINDOW BEYOND �J o R-21 BATT INSUL. o 00 rn 2x4 NON-BR'G Q INTERIOR WALL00 - w m o BONUS ROOM MASTER BEDROOM WALK-IN CLOSET 0 0 0 r o 2x4 NON-BR'G "' o _ INTERIOR WALL O z Q, N N GIRDER TR SS R-38 BATT INSUL. PER PA S J UPPERSUBFLOOR BM PER PLANS x I AA rn TOP PLATE Q 5/48 TRIM BOARD @ BOT. OF FLOOR TRUSSES. FLASHING OVER AVERAGE GRADE - 359.32' FLOOR JSTS PER PLAN R-38 BATT INSUL. CA 12'-0" 26'-0" 13'-0" O ry- FULL SECTION CT I 0 N SCALE: OD %" =1'-0" 0 } 0 " M U w ECEIVE Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION A8.3 mmmmmmi R-38 BATT INSUL. COLUMN BEYOND COVERED PORCH OPEN WEB TRUSSES FLOOR PER PLAN DR TO BACKYARD BEYOND SHOP RAISED STEM WALL BEYOND 0 b, WINDOW BEYOND KITCHEN WINDOW BEYOND WINDOW BEYOND OFFICE 2x4 NON-BR'G INTERIOR WALL MAIN SUBFLOOR DATE 9-12-23 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 LISTTHE VALUE COVERING THE LARGESTAREA. 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 MEETTHE 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 BY THE 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 WALL!" R-VALUE 21 INT FLOOR R-VALUE 30 BELOWGRADE" WALLR-VALUE 10/15/211NT+TB SLABd'f 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.+57" 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. "57" 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 MEET THE REQUIREMENTS FOR THERMAL BARRIERS PROTECTING FOAM PLASTICS. ! FOR LOG STRUCTURES DEVELOPED IN COMPLIANCE WITH STANDARD ICC 400, LOG WALLS SHALL MEET THE REQUIREMENTS FOR CLIMATE ZONE 5 OF ICC 400. h INT. (INTERMEDIATE FRAMING) DENOTES FRAMING AND INSULATION AS DESCRIBED IN SECTION A103.2.2 INCLUDING STANDARD FRAMING 16" 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. 3.51 HIGH EFFICIENCY HVAC EQUIPMENT 3.5: 1.5 AIR -SOURCE, CENTRALLY DUCTED HEAT PUMP WITH MINIMUM HSPF OF 11.0. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY 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. 4.2 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM 4.2: 1.0 HVAC EQUIPMENT AND ASSOCIATED DUCT SYSTEM(S) INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R403.3.7. IZI LOCATING SYSTEM COMPONENTS IN CONDITIONED CRAWL SPACES IS NOT PERMITTED UNDER THIS OPTION. ELECTRIC RESISTANCE HEATAND DUCTLESS HEAT PUMPS ARE NOT PERMITTED UNDER THIS OPTION. DIRECT COMBUSTION HEATING EQUIPMENT WITH AFUE LESS THAN 80% IS NOT PERMITTED UNDER THIS OPTION. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATING EQUIPMENT TYPE AND SHALL SHOW THE LOCATION OF THE HEATING AND COOLING EQUIPMENT AND ALLTHE DUCTWORK. 5.5 EFFICIENT WATER HEATING 5.5: 2.0 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. GOVERNING CODES: 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 INTERNATIONAL FIRE CODE (IFC) -2016NFPA13 -2016NFPA72 2018 INTERNATIONAL MECHANICAL CODE (IMC) 20181INT MBIPI G99E(IPC) 2018 UPC 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 50LBS 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 BAR 5" BELOW TOP OF WALL #4 HORIZONTAL BAR @ 24" O.C. T ° FINISHED GRADE SLOPED FOR 6" FALL WITHIN 10' R PROVIDE SWALE OR DRAIN. IMPERVIOUS SURFACE TO SLOP 2%AWAY FROM BUILDING #4 BAR @ 48" O.C. WITH X STANDARD HOOK. EXTEND TO 3" " MIN TI TI T T T T T J CLEAR FROM BOTTOM OF FTG o ROTATE AS REQ'D TO MAINTAIN _ a PROPER CONCRETE COVER IF REQ'D. 4" TIGHTLINE TO o DAMP PROOFING PER IRC R406 a CONNECT DOWNSPOUTS z TO APPROVED DISCHARGE. 5 v ° SEPARATE FROM 00 m 2-#4 CONTIN. HORIZ. BAR 3" s FOUNDATION DRAIN. MIN. CLEAR FROM BOTTOM a �. .a 00 > a � z v7 a � ° PER ENG. 14" DIAM. PERF. FOUNDATION DRAIN IN L WASHED GRAVEL & FILTER FABRIC. le SEE FOUNDATION PLAN CONNECT TO APPROVED DISCHARGE IRC R405.1: DRAINAGE ONLY REQ'D WHERE FOUNDATION WALLS ENCLOSE HABITABLE OR USEABLE SPACE TYPICAL STEM WALL DTL SCALE: 1" = V-0" 3X" 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 FLOOR JSTS PER PLAN III SHEATHING & NAILING SOLID BLK'G @ALL PER SHEARWALL SUPPORTS SCHEDULE X" GYPSUM BOARD r. 2-2x6 TOP PLATE SIDING PER a a ELEVATION OVER HDR PER PLAN PLACED TIGHT APPROVED WATER UNDER DBL TOP PLATE. 2" R-10 RESISTANT BARRIER INSUL. @ 4x HDRS o 2x6 STUDS @ 16" O.C. INSULATION PER ENERGY NOTES o X" GYPSUM BOARD FLOOR TO WALL DTL 2x6 STUDS @ 16" O.0 INSUL. PER ENERGY NOTES X" GYPSUM BOARD X" T&G OSB SUBFLOOR. EXTERIOR GLUE & 8d @ 6" O.C. EDGES & SOLID BLK'G & 12" O.C. FIELD rFLOOR JSTS PER PLAN / INSUL. PER ENERGY NOTES SOLID BLK'G @ ALL SUPPORTS 18" MIN. CLEAR. 12" UNDER BEAMS & DUCTS. INSUL. PLUMB. & MECH. OPTION 2: X" WASHED ROCK OR PEA GRAVEL U VAPOR 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 SCALE: X" = V-0" 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 5 . SEE STEM z I ., WALL DTL � 00 V r OPTION 1: 4" DIAM. PERF. FOUNDATION DRAIN IN WASHED GRAVEL & FILTER FABRIC. CONNECT TO APPROVED DISCHARGE CRAWL - STEM WALL DTL SCALE: %" = V-0" STANDARD DETAIL. ACTUAL STAIR MAY VARY. SEE PLANS FOR DIMENSIONS FULL DEPTH PRESSURE BLOCK (4)16d SHEAR NAILS EVERY OTHER 101ST/RFTRBAY. PER JOIST INTO 8)16d NAILS MIN. PER BLOCK PRESSURE BLOCK 2)16d TOE LS PER VV V f PICALIJO 0CARRYING IMEMBER T FT SPACING PER PLAN TYPICAL PRESSURE BLOCK DTL WHERE APPLICABLE SCALE:" =1'-0" HALF WALL OR OPEN RAIL UP 36" ABOVE NOSING. PICKETS OR INFILLSPACED SO43/" SPHERE MAY NOT PASS TH RU. I N FI LL TO SUPPORT 50# HORIZONTAL LOAD IF TRIANGLE LEFT OPEN, 6" SPHERE / MAY NOT PASS TH RU z q M FOR TREADS, RISERS & NOSINGS, GREATEST DIMENSION MAY NOT EXCEED THE SMALLEST DIMENSION BY MORE THAN X" \ \ FIREBLOCK ADJACENT WALLS PER IRC R602 z 1X" -2" DIAM. HANDRAIL CONTINUOUS J ON 1 SIDE OF STAIR. IX" MIN. SPACE TO WALL. RETURN ENDS TO WALL OR NEWELL. RAIL TO SUPPORT 200# LOADOP APPLIED IN ANY DIRECTION. 4X" MAX - < ENCROACHMENT INTO STAIR. oo 5X"x 12" OSB STEPPING TREADS M '� 1x8 RIPPED RISERS X" MIN. -1X" MAX. NOSINGX6" MAX RADIUS. NOSING NOT REQUIRED FOR TREADS IS 11" OR GREATER 2x4 THRUST BLOCK 4� / f 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 WY4" CORROSION 12 RESISTANT MESH IPER PLAN X" CCX PLYWOOD @ EAVES BLOWN INSULATION PER ENERGY NOTES -METAL GUTTERS X" GWB OR SAG RESISTANT SPER SPECS X" GYPSUM BOARD PER PLAN 5Xa"x 8 FASCIA Ell OR H2.5 EA. TRUSS TO TOP PLATES z SHEATHING & NAILING 2-2x6 TOP PLATE a PER SHEARWALL HDR PER PLAN PLACED TIGHT °5 SCHEDULE UNDER DBL TOP PLATE. 2" R-10 SIDING PER INSUL. @ 4x HDRS ELEVATION OVER 2x6 STUDS @ 16" O.C. APPROVED WATER o RESISTANT BARRIER INSULATION PER o ENERGY NOTES X" GYPSUM BOARD COMMON TRUSS TO WALL DTL SCALE: X" = V-0" X" 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 SOLID BLOCKING @ ALL BR'G 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. 1011a:]Wtic] :L11]9 INTERMEDIATE BRIG DTL SCALE: %" = V-0" 36" MIN. DIR. OF TRAVEL WIDTH TO MATCH STAIRWAY SERVED WHERE DEPTH OF STRINGER GREATER THAN DEPTH OF FLR JSTS PROVIDE X" NAILER SECURED TO JSTS. NAIL THRU z' NAILER INTO END OF STRINGERS 2x12 STRINGERS @ 16" O.C. MAX. 2x4 STIFFENER 1 SIDE ' PROTECT ACCESSIBLE ' ENCLOSED SPACES W�" GWB TYP. INTERIOR RESIDENTIAL STAIR DTL IRC SECTION 311 SCALE: 3/" = V-0" RAFTERS PER PLAN COMPOSITION ROOFING OVER 30# FELT 7/16' OSB ROOF SHT'G PER PLAN 2x VENT BLOCK. 3-2" DIAM. HOLES COVERED WIX" CORROSION RESISTANT MESH BIRDS MOUTH RAFTER TO MATCH TRUSS TAILS. SOLID BLK'G @ WALL LINE X" CCX PLYWOOD @ EAVES BATT INSULATION PER ENERGY\ METAL GUTTERS NOTES WITH 1" MIN. AIRSPACE] PER SPECS 6 " GWB R A RESISTANT �s "x 8 FASCIA /a /G 0 SG SS Al X" GYPSUM BOARD PER PLAN Ill OR H2.5 EA. TRUSS z SHEATHING & NAILING TO TOP PLATES a PER SHEARWALL 2-26 TOP PLATE w SCHEDULE 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 �44 ENERGY NOTES X" GYPSUM BOARD :�/ I RAFTER TO WALL DTL SCALE: X" = V-0" SIDING PER ELEVATION OVER APPROVED WATER 2x4 STUDS @ 16" O.C. 2x6 RESISTANT BARRIER STUDS IF NOTED ON PLANS SHEATHING & NAILING PER SHEARWALL SCHEDULE 2x BASE PLATE 2-16d EA. STUD PT SILL PLATE, ANCHOR BOLTS 3X" CONC. SLAB OVER 4" BASE. & WASHERS PER ENGINEER FILL&COMPACTASREQUIRED - N 4,. 00 SEE STEM z I. L: WALL DTL 80 IF REQ'D. 4" TIGHTLINE TO NNE D WNP T . CO CT 0 OU S PER RC 405.1 SEPARATE FROM FOUND. DRAIN FOOTING DRAIN ONLY REQ'D WHERE FOUNDATION WALLS ENCLOSE USABLE SPACE. GARAGE - STEM WALL DTL SCALE: X" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION W o Q CV 0 00 < Q 0 J z Qw O V 0 � w 0 z� w = rn x n x x Q ;ECEIVEI Nov 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE 9-12-23 DRAWN JCR REVISION REVISION REVISION A9