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APPROVED FIR BLD-RESUB 1-BLD2023-0623+Architectural_Plan+8.3.2023_3.28.20_PM+3706437LANDSVERK I 1 I I I 1 I I i I I I I NORTH NO SCALE ..-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-, - - - - - - - - - - - - - - - - - - - Interconnected Smoke Alarms Are A Requirement i SEPARATE PLUMBING PERMIT i Of This Permit In Accordance With R314.2.2 ;I REQUIRED FOR THIS PROJECT. . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - . - .I OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE CUSTOM RES IAS DEFINED BY THE GEOTECH REPORT THE FOLLOWING ITEMS WILL REQUIRE I SPECIAL INSPECTIONS FOR THIS PROJECT: ISTRUCTURAL FILL AND PLACEMENT I SOIL COMPLACTION BEARING CAPACITY AT FOUNDATION LOCATIONS ISLAB ON GRADE PREPERATION I SOIL CONDITIONS IN INFILTRATION SYSTEMS MONITOR FOUNDATION DRAINAGE PLACMENT IOBSERVE FOPUNDATION STABILITY I PLEASE HAVE ALL REPORTS AND DOCUMENTATION AVAILABLE FOR INSPECTOR AT I TIME OF INSPECTION. ---------------------- I DENCE PROPERTY ADDRESS 19515 94TH PL W EDMONDS, WA 98020 PARCEL NUMBER 00434600005801 OWNER LH REVOCABLE LIVING TRUST 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 APPLICANT LANDSVERK QUALITY HOMES, INC. 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 PAGE INDEX ARCHITECTURAL PAGES CVR - COVER SHEET A1- ELEVATIONS A2 - FOUNDATION A3 - MAIN FLOOR A4.1- LOWER ROOF FRAMING PAGE A4.2 - UPPER ROOF FRAMING PAGE A5.1-A5.3 - SECTIONS A6 - GENERAL NOTES & DTLS STRUCTURAL PAGES S1.0 - GENERAL NOTES S2.0-S2.2 - DETAILS S3.0 - FOUNDATION S4.0 - FLOOR PLAN & ROOF STRUCT. 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 611121191fl]12HI SEISMIC ZONE D1 / D2 PER R301 & ENGINEERING WIND (EXP. B) BASIC SPEED: 85 MPH PER R301 COMPONENT/CLADDING LOADS PER R301 LOADS PER R301 LIVE DEAD TOTAL ROOF (GROUND SNOW) 25 PSF 10 PSF 35 PSF ATTICS -LIMITED STORAGE 20 PSF 10 PSF 30 PSF ATTICS -NO STORAGE 10 PSF 10 PSF 20 PSF ATTICS -HABITABLE BY STAIRS 30 PSF 10 PSF 40 PSF DECKS 60 PSF 10 PSF 70 PSF EXTERIOR BALCONIES 60 PSF 10 PSF 70 PSF FIRE ESCAPES 40 PSF GUARDRAIL/ HANDRAILS 200 LBS AT TOP IN ANY DIRECTION GUARDRAILS -IN FILL 50 LBS HORIZ. APPLIED TO 1 SQ. FT. ROOMS (NOT SLEEPING) 40 PSF 10 PSF 50 PSF SLEEPING ROOMS 30 PSF 10 PSF 40 PSF STAIRS 40 PSF 10 PSF 50 PSF OR 300 LB PT. LOAD ON 4 SQ. IN. GENERAL NOTES OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" ABOVE GRADE OR SURFACE BELOW LOWEST PART OF CLEAR OPENING TO BE 24" MIN, ABOVE FINISHED FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THRU OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 SAFETY GLASS & SKYLIGHTS PER IRC R308 ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL NAILING TO BE INSPECTED BEFORE COVERING ADDITIONAL NOTES PLAN AND PAGE SPECIFIC NOTES ARE LOCATED ON PLAN PAGES WITH SYMBOLS DENOTING WHERE THE NOTES ARE APPLICABLE. City Of Edmonds Building Department Work NEW SFR Address 19515 94TH PL W Owner LANDSVERK Approved Date 8/22/2023 Building Official kealllr /00M %ee� Permit Number BLD2023-0623 APPROVED PLANS MUST BE ON JOB SITE RESUB Aug 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M CD O 00 M N U �_� N W J Q U Q S Q0 r L n ry- N m W W � Y v J �QLL_ N W z 0 0 N-101 W C) z Q � o O CD �J 00 � rn z �N 0')o Q ` Ln z O �J rn � Q W 025 L J z Q W C� z U w 0 Q N w L W U = ry- Y W 0 z Q APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CITY ENGINEERING DIVISION DATE 5-5-23 DRAWN - REVISION REVISION REVISION FR MAX ALLOWED HT: 300.49' LAP SIDING W/8Y4" OVER APPROVE[ BARRIER. HORIZOI LAPPED 2" MIN. VERTI( NORTH - FRONT ELEVATION APPROVED ADDRESS TO BE PLAINLY LEGIBLE & VISIBLE FROM THE STREET. NUMBERS IN CONTRAST TO BACKGROUND. MIN. 4" HIGH &Y2" THICK STROKE MAX ALLOWED HT: 300.49' HV ERHUC URHU E. L/J.47 EAST ELEVATION - DUANE'S GARAGE - SCALE: X" = V-0" HOME TO BE EQUIPPED WITH 13D FIRE SPRINKLER SYSTEM LASI LLLVAIIUIN SCALE: %" = V-0" SCALE: %" = V-0" MAX ALLOWED HT: 300.49' NO WINDOV SIDING BU FRAMES. TYPIG VERTICAL CHANNEL S OVER APPROVED' BARRIER. HORIZON LAPPED 2" MIN. VERTICE AVERAGE GRADE:275 WEST ELEVATION SCALE: %" = V-0" MAX ALLOWED HT: 300.49' i.49' RESUB Aug 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT AAAY Al I nm/pn NT• Qnn AW m CD 0 00 G-) N N ¢(^ =a Lr) Cr- N VLU m LU < C, �Q� N LL z O O w z U w 0 Q N w ry- cn �J v ry- w z Q DATE 5-5-23 DRAWN - REVISION REVISION REVISION COLUMN & CONNECTION DTLS PER PLAN & ENG DTLS N 1%6 co " %16 177" oo _ z LINE OF FINISHED ADJACENT D SURFACE - PATIO, GRADE OR DRIVEWAY MAINTAIN 8° SLOPE MINIMUM 6" BLW FINISHED 11 FOOTING PER ENG. DTLS. DEPTH ADJACENT SURFACE -PATIO, AS REQ'D PER ENG. & GEOTECH GRADE OR DRIVEWAY. RECOMMENDATIONS &SITE EXTENDING SLOPE TO FTG CONDITIONS ALSO ACCEPTABLE TAPERED PLINTH -WIDE SIDE DTL a .UMN & CONNECTION DTLS PLAN & ENG DTLS :OF FINISHED ADJACENT ,FACE - PATIO, GRADE OR JEWAY )TING PER ENG. DTLS. DEPTH iEQ'D PER ENG. & GEOTECH OMMENDATIONS & SITE wiJDITIONS TAPERED PLINTH -LOW SIDE DTL OLUMN & CONNECTION DTLS ER PLAN & ENG DTLS INE OF FINISHED ADJACENT URFACE - PATIO, GRADE OR ,RIVEWAY OOTING PER ENG. DTLS. DEPTH S REQ'D PER ENG. & GEOTECH ECOMMENDATIONS & SITE CONDITIONS TAPERED PLINTH -HIGH SIDE DTL )LUMN & CONNECTION DTLS R PLAN & ENG DTLS JE OF FINISHED ADJACENT IRFACE - PATIO, GRADE OR ;IVEWAY TOTING PER ENG. DTLS. DEPTH REQ'D PER ENG. & GEOTECH COMMENDATIONS & SITE �_JNDITIONS OLUMN & CONNECTION DTLS ER PLAN & ENG DTLS INE OF FINISHED ADJACENT URFACE - PATIO, GRADE OR IRIVEWAY OOTING PER ENG. DTLS. DEPTH kS REQ'D PER ENG. & GEOTECH ECOMMENDATIONS & SITE CONDITIONS STRAIGHT PLINTH -WIDE SIDE DTL rn CD 0 00 m c"V N W Ld ¢ U =Q � N I W w Y v J � j N w z 0 0 w C� z U w 0 Q N w L W u = ry- Y w 0 z DATE 5-5-23 DRAWN - REVISION REVISION REVISION APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION FOUNDATION PLAN SCALE: 1/" = V-0" SEE PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION FA 7 8'-5%" A2 5.1 29'-0" 13'-0" 7'-6Y2" 56'-0" 27'-0" B 5.1 17' 6" 8'-0" 5'-2" 2' 2" m 3: 2'-3" 3'-0" 3'-0" 3'-0" 3'-0" 3' 0" 3' 0" 3'-0" 6'-0" VERIFY R.O. PER SPECS fE 0 w z pz z Al A 'z��o COVERED PORCH J 5.1 5.1 11 Oi I 1 z o SAF. GL. SAF. GL. SAF. GL. `D SURFACE PER SPECS 1 `D Q o 3080 PIC 1 1 308° PIC I 3181 PIC ZD- SAF. GL. SAF. GL. = 31101 PIC NO STEP 2°8° PIC -- N ELEC TER PER �Q�o�o d 2x4WALMB. Q ENER CREDIT5.5 STEEL OLLARD UP 36" IN. zco < p ®50 z C " woc I X� PWDR o rn M n5.l a R ELECTRICAL VEHICL CHARGING STATION PECOVERED PATIO N 5C.1 01 m o SITTING AREA III w zo 26 ECDC 17.115 VAULTED CL'G z z VAULTED CL'G I o - I ' w M Ia o I J II I 6 N °° w -, Q 26 Q 8' 11�° 5' S2y° 00 - N 00 40100 BARN DR I 4°100 BARN DR ---- - - - - _ _ _ _ _ _ = 7'-9"x 10'-0" R.o. - _ _ _ _ _ - D EAN N E GARAGE N 11ll 9" ADJUSTABLE HESLOPE FLOOR TO INSIDE II SHLVS DRAIN STRIPS II II IIII II II III I IIII --- r POT FILLER--i- -Aliz -- Q 11- Rill r III CD p � -- II b cn J LD w I II /j COVERED PATIO N DINING AREA wQLL I III" 4 o �o I IIIII IF -- m III 2'-172" �o o w Y H EAT c, %/ u' 0O N Q 4 O 3080 Fl 0 STEP w I -- 45"x96" R.O. -- ~ NO STEP 5 9 4 3 �„ I 4°8° BARN DR 0 �' COVER D ENTRY z �3x8 ANGLE I I , 30 z = '� - STONE I I i C1 °n z 'i L, a VENEER I I I I w cog 6" 3'-2" 2' 4" `� N 5' 6" 12 C I I x I w 5.2 �� �I MUD RM 5.1 % 6' 0" 30 CHANNEL I 1 - LIGHT WELL i OPEN TO ABV I - - - -� 0 0 o w I 2x4 WALL INSIDE OF 0LD L---------- BBQF1 oQ II EXTERIOR FOR LINESETS o GAS ASSIST WOOD IT I COATS OUTDOOR UNIT OF DUCTLESS BURNING FIREPLACE o HEAT PUMP PER ENERGY ------ -- --- © oCREDIT 3.6 & SYSTEM TYPE 2 - _------_J o 111111 12"C x - 14'0" 5' 6" CABINET. BASE CHANNEL II II CD -- 1 W/SHLVS ABV II II "' � z 6 10 ) wfa- LU w Il llr-- z� II II - STORAGE-MECH.Ln x °i KITCHEN _ z --JI III - - `l„ 5:z CONTINUOUSLY RUNNING HRV UNIT SETTO MIN. 105 CFM TO SATISFY WHOLE II II s POT FILLER HOUSE FAN REQUIREMENTS ° 6'-6%" 14'-5Y2" T I II II I CD 1111 I COVERED PATIO - GREAT ROOM II II 30 2x8 PLATES. STAGGER N _JI �L - - 2x4 STUDS @ 16' O.C.c7l M - -LIGHT WELL / \ OPEN TO ABV i I 30" WIDE sp - - I -------- 16"S dLVS COATS - X I ; / i o T-6" 18'-6" co -------- ® 50 L - - - - - - - - a = D OUTDO R UNIT OF DUCTLESS IRONING BOARD 2x4 WALL INSIDE OF o - EXTERIOR FOR �„ a 5.2 REFRIG. LINESETS & PLUHEAT PUMP PER ENERGY sA co Icc MB. CREDIT 3.6 & SYSTEM TYPE 2 r---- p L---- - - - - - - - - - - - - - - - - - - - - - - -- --- --- --- --- z LAUNDRY o - - - - - - - - - - - - - - - - - - - 24" 15' 15" 15" 15" m ' � o 5.3 6010 BXo � o 36 I J MIRROR SHL\ SHLVS SHLVS SHLVS 4 ,r ¢c9 � �o it 8'-0" 3'-10" 6'-0" I 5'-5Y2" 2" 4'-OX 7I o o I Q z o ' 3 s wIF—= COVERED ENTRY fl I m= M 3 6-0"I ' M z I J1 I I I 5.3 H2 2'-11/2" / 5.3 o z I z ' 20" LINEN SHLVS SAF. GL. I SAF. GL. SAF. GL.GL. IIzN - - a I M= z o I= NO TEP 3°8° PIC 3080 PIC 3°8° PIC 3°8° PIC co Ln w `=' _ 5 BP WALK-IN COVERED PA 10 MASTER BEDROOM i i CD Q I t WARDROBE Q HALLWAY I 3°s° 2' 6" IIQ� IM= _ 0 m I zn p c0 30 Q ---- M = Z I 12 N O Q I I I I - - - � 2!O I I I CO a -- I= 36 I 30 18" BENCH N II IM= ply II M = ' o O I / Li o co39" VANITY = J I S50 / M 5 2 N m I o I -- 26 GUEST BATHLn 0 61_1Y211 5'-10Y2" I 6' 0" 7'-6" 12'-6" 12'-5 4'-2Y211 9'-4%" M % 12' 3" TOP OF WINDOW MATCH TOP OF DR. NO SILL PLATE @ FLOOR 4° BARN DR 12" SHLVS I , -- _ -----_---- '' SA 6°9° BXO 44"x 97.T R.O. 63"x 97.5" R.O. Ln ® 12" 50OC N = N 7' 7Y2° g' o" A 7" sHLvs xi A3 MASTER BATH I 36 5.1 5LONG MIRROR 5.1 J"Bo ® USAF. GL. `D cL_ UNG FROM CL'G RROUND NMP6-10" w GUEST BEDROOM VANITY cn _ SHOP Q a Q w � UNHEATED _ z NLU" EXERCISE ROOM w _ _ aM z"w a�O o o 0o� Ln cn ul `�» - i w 2 cn c 1 00 Q w v /. cl ® L J Q ® WALK N 2x4 WALL N FRONT OF � N v 6 0nVANITY CONCRETE FOR WIRING � a a SHWRLn 4 M m SAF. GL. STORE DR 3080 18" BENCH , 5�0�3080 O N / 3°8° CAS NO STEP NO STEP 9°6° XOX 8" 3'-2" 2'4' / 12 3 0" 5' 4 3 211 3'-1Y2" 2'-4�" E: (D o a o tD Ln STONE VENEER. 3"x3' LLC �N F a n F ANGLE IRON TRIM @ <- 5.3 COVERED PATIO DOOR, WINDOW&Ln COVERED PATIO , 5.3 I CORNER 19090OXXO SLIGL DR NO STEP , 3080 PIC 3080 PIC 3080 PIC SAF. GL. SAF. GL. SAF. GL. 12" m G 5.3 18'-0" II 1 16-0" 16'-0" 20'-0" 4'-1" 3'-2" 6" 10'-3" H 5.3 m 0 NOSTEP-1 1.- 100 80 GARAGE DR 3 9 - - 3080 o p � m X' HEAT L.!) / I rl M 51-911 I ---- 7 E 5.2 b v I HEAT Pi i MP WATER HEATER PER ENERGY -- ; . -. CREDII 5.5. SIT ON FLAT C 'G OF BATH O26 ` E` 11 UNDER AULTED CUG SHOP BATH I H ' 0 5 O ® 50 u / i O , cn p w x zw o) N z z cn Z75 °C Q to Q Q ZD m m (D p Ln o) � Ln a 0 p X LL n / 2a 80 7'-9" H 10° 8°GARAGE DR 10'-3" 20'-0" 2'-0' �r! 2'-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 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. OBATHROOM NOTES SHOWERS TO HAVE 30N30" 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. ®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 OGARAGE APPLIANCES PILOTS, BURNERS, SWITCHES UP 18" MINIMUM ABOVE FLOOR. U.L. APPROVED APPLIANCES WITH AUTO SHUTOFF SWITCH. INSTALL IMPACT BOLLARD. SET ELECTRIC WATER HEATER ON R-10 INSULATED INCOMPRESSIBLE BASE. INSTALL SEISMIC STRAPS WITHIN TOP Y3 & BOTTOM Y3 (4" MIN. ABOVE CONTROLS). PROVIDE PRESSURE RELIEF LINE TO EXTERIOR. IF FUEL FIRED APPLIANCES EXCEED 1000 BTU/HOUR INPUT PER 50 CUBIC FEET OF GARAGE VOLUME; INSTALL TWO SCREENED COMBUSTION AIR VENTS THROUGH EXTERIOR WALL, ONE WITHIN 12" OF CEILING & ONE WITHIN 12" OF FLOOR. USE NON -CLOSEABLE LOUVERED 12x12 WALL VENTS OR 8x18 FOUNDATION TYPE VENTS IN WALL FOR A MINIMUM NET FREE AREA OF 1 SQUARE INCH PER 4000 BTU/HOUR EACH VENT. I DUANE'S GARAGE VAULTED CEILING SLOPE FLOOR TO INSIDE DRAIN STRIPS 8'-0" WALL HT. LEGEND: STANDARD PLATE HT: Y-0" X RAISED PLATE HT: 10'-0" RAISED PLATE HT: ll'-0" & ll'-O" PLUS BM DEPTH RAISED PLATE HT: 14'-0" =m= =m= =m= =m= & 14'-0" PLUS BM DEPTH RAISED PLATE HT: SEE SECTION / RAKE WALL 32'-0" 0 SOLID FUEL BURNING APPL. & FIREPL. U.L. & STATE CERTIFIED & LABELED. INSTALL PER MANUFACTURER SPECIFICATIONS. PROVIDE NOW COMBUSTIBLE HEARTH PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. PRIMARY HEATING SOURCES IN ALL NEW AND SUBSTANTIALLY REMODELED BUILDINGS IN DESIGNATED AREAS SHALL NOT BE DEPENDENT UPON WOOD STOVES. NO NEW OR USED SOLID FUEL BURNING DEVICE SHALL BE INSTALLED IN NEW OR EXISTING BUILDINGS UNLESS SUCH DEVICE IS UNITED STATES EPA CERTIFIED OR EXEMPT FROM CERTIFICATION BY THE EPA AND CONFORMS w/ RCW 70.94.011, 70.94.450, 70.94.453, AND 70.94.457. ECEPTIONS:(1) WOOD COOK STOVES AND (2) ANTIQUE WOOD HEATERS MANUFACTURED PRIOR TO 1940. SOLID FUEL BURNING APPLIANCES AND FIREPLACES SHALL BE PROVIDED WITH TIGHT FITTING METAL OR CERAMIC GLASS DOORS, AND: 1. A SOURCE FROM OUTSIDE THE STRUCTURE OF PRIMARY COMBUSTION AIR, CONNECTED TO THE APPLIANCE AS PER MANUFACTURER'S SPECIFICATION. THE AIR INLET SHALL ORIGINATE AT A POINT BELOW THE FIRE BOX. THE DUCT SHALL BE 4 INCHES OR GREATER IN DIAMETER, NOT EXCEED 20 FEET IN LENGTH, AND BE INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS; OR 2. THE APPLIANCE AND MANUFACTURER'S RECOMMENDED COMBUSTION AIR SUPPLY, AS AN INSTALLED UNIT, SHALL BE CERTIFIED BY AN INDEPENDENT TESTING LABORATORY TO HAVE PASSED TEST NO. 11-NEGATIVE PRESSURE TEST, SECTION 12.3, OF ULC S627-M1984 "SPACE HEATERS FOR USE WITH SOLID FUELS," MODIFIED AS FOLLOWS: NEGATIVE PRESSURE OF 8 PASCAL SHALL BE INITIALLY ESTABLISHED WITH THE CHAMBER SEALED AND THE AIR SUPPLY, IF NOT DIRECTLY CONNECTED TO THE APPLIANCE, CLOSED OFF. THE AIR SUPPLY IF NOT DIRECTLY CONNECTED TO THE APPLIANCE, SHALL THEN BE OPENED. THE MAXIMUM ALLOWABLE AIR EXCHANGE RATE FROM CHAMBER LEAKAGE AND INTENTIONAL AIR SUPPLY FOR THE UNIT (APPLIANCE WITH COMBUSTION AIR SUPPLY) IN THE TEST CHAMBER IS 3.5 AIR CHANGES PER HOUR, OR 28 CFM, WHICHEVER IS LESS. 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 250 33% 50% 66% 75 0 4x I 3x I 2x 11.5x I 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. SQUARE FOOTAGE BREAKDOWN: 4222 SQ. FT. HEATED LIVING AREA 78 SQ. FT. FRONT PORCH 965 SQ. FT. MAIN COVERED PATIO 140 SQ. FT. MASTER COVERED PATIO 487 SQ. FT. HOT TUB & GUEST PATIO 48 SQ. FT. COVERED REAR ENTRY 1718 SQ. FT. OUTDOOR LIVING AREA 472 SQ. FT. UNHEATED SHOP 695 SQ. FT. DEANNE'S GARAGE 1865 SQ. FT. 4 CAR SECONDARY GARAGE 2560 SQ. FT. TOTAL GARAGE AREA H1 T T I I I I I I 1 10YF 18'-3" 2 I 18° 10° GARAGE DR 8'-0" 32'-0" 8'-0" I 0 M RESUB Aug 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT m CD 0 00 G-) N N ¢(i^ =a L0 LU L N m w w Q I N LL. �O O W 0 z Q O 00 LLJ _j (7) z a L Q z un O LLJ rn � o Q w ICJ L1J z Q 0 w v z U w 0 Q N w ry- O cn W � ry- L L, 0 Q APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION MAIN FLOOR PLAN SCALE: Y4" = V-0" SEE PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION DATE 5-5-23 DRAWN - REVISION REVISION REVISION A 3 171-6" 11 8'-5%" LINE OF C CHANNEL FASCIA TYPICAL -- C CHANNEL FASCIA � � � T F I F -1 T I oIF DROPS BLW TOP FLANGE u n II II a II a II II I I II II 1 OF CANTILEVERED STEEL - BM. WELD BACK OF I CHANNEL TO END OF BM II II II II II II II II II II II III II I I I II I II I I I I I I LU I � II II II II II II II II II I II III II III I I I I I I I II I I I I t II I I I � II II II II II II II II �j II I II II III I II I I I I IIM II IQ~ � II II I II I - II II II II II II II crc II I II II II III N 0 III I I I � III- II I�> � I I I IIcn � II II II II II II II II N N II I Q II II II III I III II II I I I II II Li o II I I I I I of � II II II II II II II II 11 N II II II III I C CHANNEL FASCIA BUTTS I I I I I II II I II TO SIDE OF C CHANNEL BM. WELD TO FACE II IIII II L I JL I II II II IIII I II II II III 11 -L -j .:- == L L -L C12x25-3.05"x 12" 2x LEDGER ON FACE OF 2x LEDGER SECURED TO WELDED TO FACE OF ANGLED STEEL RAISED PLATE WALL FACE OF C CHANNEL COLUMN & PKT INTO WALL 0 0 fV ono UPPER SOFFIT PARALLEL W/ROOF SLOPE VERTICAL MEMBER SET _ BACK FROM BRIG POINT 10%" ALL OVERHANGS PERPENDICULAR TO ROOF SLOPE. TYPICAL UPPER & LOWER 102 ALL OVERHANGS PERPENDICULAR TO ROOF SLOPE. TYPICAL UPPER & LOWER 13'-0" 71-6," 21'-0" 12'-0" LAST MONO TRUSS @ WALL VERTICAL MEMBER SET LINE. 2x SUB -FASCIA TO x RFTRS SISTERED TO I JSTS FOR 14" LSL SOLID LK'G BACK FROM BRIG POINT 18° SUPPORT C CHANNEL TURN VERHANG. CUT/SLOPE AS REQ'D BTWN RFTR @ FOR SLOPE TO SCUPPERS WALL/BM L NE LINE OF C CHANNEL LINE OF C CHANNEL - - - - FASCIA TYPICAL p H H FASCIA TYPICAL - - -_jj - -_ j - -_ --_ - _- �II II II II N II II II II II II II III, _ I _�' J F — IIjj — 1 II o II II I I I I 1 C CHANNEL FASCIA SITS I II II II II II II II II II II III / - ON & WELDED TO TOP m I II II II II II II II II II II III I ----- I I -- I I I II I IIIIII IIIIIIIIIIIIIIIIIIIIII `x�NL' =�N ,1IIIIIII,IIIIIIIII � IIIIIIIIIIIIIIIIIIIII I1IIIII1 IIIIIIIIIIIIlllIIIIIIIII ���a�a���wYQIIIlllIIIIIIIIIlllIIIIII IIIIIIIII IIIIIIIII �= ��Q�IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII �w�Q�= IIIIIIII IIIIIIII IIIIIIIIIII�IIIIIIIIIIIIIIIIII / I II IlFI = � FLANGE OF CANTILEVERED STEE L BM LAST RFTR @ FACE OF I I IL BALLOON FRAMED LAST RFTR @ FACE OF WALL. NO TAIL 12J1110 RAFTERS @I UPPER BM. NO TAIL 4' �ow 0II II = N 1 Ln TRUSS HEAL O�I II zJ MATCH HEAL CTII DF2x12RFTRS NwN�II II�'w �N/ 28 vN 272"Z 14"TJI 1 RAFTERS@ 12N oNN24 0.NO SLOPE 0� 1 11 I II II II =NII II II II II II ZF- II III _�L__ _ I oz�ll II II II II aLU NII III I �_� �� II II II = II II II II II II c�N II III I LL 1II IIII IIII anIIII IIII IIII IIII II IIII III IIIII _ — _ z>00= 2x LEDGER ON FACE OF pLn an ORHANG w oL„ v FLUSH W/BOT. CHORDRAISED PLATE WALL 0 wO o L II II II II II II II II II II III l `l a w 3 II II II II II II II III' I' -� � Ln 00 5 WHERE APPLICABLE CENTERLINE OF STEEL 1i_a,� u u II II u n II II a II m = _LA v BM INSET FROM FACE OF EXTERIOR WALL °C w II II II II II II II II II II III PATTERN LENGTH & MONO PITCH LENGTH ZD II II I II II II III r�o� DETERMINED @ FACE OF EXTERIOR WALL 1N II II II II m vll II II II II II III T — I II II II II II � I II II II II II IIII O 9F - II II II II III G�F`�°9� _ TYPICAL TRUSS OVERHANG DTL II II II II II II II II II II III ----N--�1—_--1�-_ H----_---I--�1—_---1�-_-_+� LOWER EAVE SCALE: %"=1'-C" co CD nI Ir J __ -- -- -- \ � a \ NO TAIL LLJ o _ LAST TRUSS @FACE \ NO TAIL + a" RAISED PLATE WALL LINE � � NO TAI \ C CHANNEL FASCIA SITS II II II II II II 12 1 15'4' TRUSS @ BACK GARAGE WALL 26'-6" A-1 SPECIAL TRUSS SKETCH SCALE: %"=V-0" DEANNE'S GARAGE 22Y" 900 J Q FLAT SOFFIT @ LOWER OVERHANGS N1 12 22%" 1 `9n II II II II II II II II I \/ I Al FLAT SOFFIT @ LOWER BOTTOM CHORD DROPPED TO SUPPORT o a OVERHANGS 14" 1 JOIST RAFTERS IN FOREGROUND z � co m 0 4' 011 J N 26'-6" A-2 SPECIAL TRUSS SKETCH SCALE: %"=V-0" DEANNE'S GARAGE 10%" �O 12 �1 22Y2" 0 -9 12 - VERTICAL MEMBER OF MONO � 1 PITCH TRUSS OFFSET FROM BEARING WALL MONO PITCH LENGTH DETERMINED @ INSIDE FACE OF HOUSE -GARAGE WALL 18" SAME OVERHANG DTLS FOR GIRDER TRUSS. BOT. CHORD DROPS 12" TRUSS OVERHANG DTL UPPER EAVE SCALE: %" = V-0" SAME OVERHANG DTLS FOR GIRDER TRUSS. BOT. CHORD DROPS 12" 900 7 SOFFIT BOARD OF OVERHANG FLUSH W/BOT.CHORD MONO PITCH LENGTH DETERMINED @ FACE OF EXTERIOR WALL TRUSS OVERHANG DTL LOWER EAVE SCALE: %" = V-0" - - - - - - - - - ON & WELDED TO TOP EXTEND FOAM -�� _ — GENERAL NOTES ROOF TRUSSES - IRC R802.10 UNVENTED ATTIC SPACE - IRC R806 OVER TRUSS ROOF SHT'G FLANGE OF OPERABLE WINDOWS WITH OPENINGS GREATER THAN 72" TRUSSES TO BE DESIGNED & MANUFACTURED PER ANSI/TPI 1. UNVENTED ATTIC SPACES & ENCLOSED RAFTER SPACES SHALL TO CREATE CRICKET — Jl - CANTILEVERED STEEL BM ABOVE GRADE OR SURFACE BELOW LOWEST PART OF DESIGN BY STATE LICENSED ENGINEER & MANUFACTURED AT BE PERMITTED. 14" LSL SOLID BLK'G CLEAR OPENING TO BE 24" MIN. ABOVE FINISHED FLOOR. AN APPROVED PLANT. SUBMITTRUSS DESIGN DRAWINGS TO R-10 (PER TABLE R806.5) AIR -IMPERMEABLE INSULATION BTWN RFTRS @ BM LINE EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE BUILDING OFFICIAL FOR APPROVAL PRIOR TO INSTALLATION. SHALL BE PLACED DIRECTLY ON THE UNDERSIDE OF THE MAY NOT PASS THRU OR WHERE FALL PROTECTION SHIP DRAWINGS TO JOB SITE WITH TRUSSES. DESIGN STRUCTURAL ROOF SHEATHING. DEVICES ARE PROVIDED PER ASTM F 2090 OR IRC R312 DRAWINGS TO INCLUDE ALL LOADS, LUMBER INFO, AIR -PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY 2x RFTRS SISTERED TO I JSTS FOR CONNECTIONS, HANGERS, PERMANENT REQUIRED BRACING UNDER THE AIR -IMPERMEABLE INSULATION. INSULATION OVERHANG. CUT/SLOPE AS REQ'D SAFETY GLASS & SKYLIGHTS PER IRC R308 LOCATIONS & RELATED INFORMATION AS SPECIFIED IN IRC SHALL BE STRINGED OR OTHERWISE SUPPORTED TO MAINTAIN FOR SLOPE TO SCUPPERS o ¢ w R802.10.1. TRUSSES TO BE BRACED TO PREVENT ROTATION & ITS POSITION. ~ z ALL HOLDOWNS, FRAMING ANCHORS & SHEARWALL TO PROVIDE LATERAL STABILITY PER TRUSS DESIGN DRAWINGS, � C-) a NAILING TO BE INSPECTED BEFORE COVERING BUILDING PLANS, & PER BUILDING LATERAL ENGINEERING. 0 0 1 - FIELD CUTS OR MODIFICATIONS OF TRUSSES NOT PERMITTED NON -ACCESSIBLE ATTIC SPACE 12 1 w = a __ __ WITHOUT ENGINEER'S CALCS & DETAILS. GABLE END TRUSS TO J v _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = TALLEST POINT OF ATTIC SPACE IS LESS THAN 22" FROM X MONO PITCH ROOF TRUSSES @ 24 T HAVE VERTICAL MEMBERS D 24" O.C. MIN. FOR SIDING. GABLE BOTTOM OF CEILING MEMBER TO BOTTOM OF ROOF N �� I i END TRUSS TO BE SHEATHED &NAILED PER WALL BELOW. MEMBER. 1 O.C. 20'-4%" LENGTH 1:12 PITCH NO ATTIC ACCESS REQUIRED. 28Y2" I ILi =7 I I % C CHANNEL FASCIA C CHANNEL FASCIA C CHANNEL FASCIA SITS - - 2'-0" 6'-0" 261-0" II DROPS BLW TOP FLANGE OF CANTILEVERED STEEL DROPS BLW TOP FLANGE OF CANTILEVERED STEEL ON & WELDED TO TOP FLANGE OF 3'-9. BM WELD BACK OF BM WELD BACK OF CANTILEVERED STEEL BM 16" LSL LEDGER ON FACE I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CHANNEL TO END OF BM DBL RFTRS CHANNEL TO END OF BM OF RAISED PLATE WALL - - - - - - - - - MONO PITCH _GIRDER _TRUSS _ 2x6 T&G CAR DECKING. —17 SET ON BOT. FLANGE OF 1 1 WELD END PLATE INTO rh 1 I I C CHANNEL FRAME CHANNEL FASCIA. SD I C?2x12 F#2 RAFRS @ - 1 Znr==3_0SCREWS TO FRAMING 16 O.C. 1:12 PITCH2x= H#RF_TRS @ 24" 1 = I I I ` O.C. 1:12 PITCH. MATCH 1 1 � II1 TAPERED FOAM � I II II II II II II II II II II II II II 1 II I TRUSSES �` I I SLOPE TO SINGLE LINE OF C CHANNEL 2x RFTRS FOR OVERHANG BTWN LSL 1 - - SCUPPER - - FASCIA TYPICAL - - - - - - - - - - & C CHANNEL FASCIA. CUT/SLOPE I 1 - - - 1 1 I ` — - — IF— — o AS REQ'D FOR SLOPE To SCUPPERS I I II II I I I II II II " II II II II I I I I 1 I I I I I / IF �� �\ 11 0 0 1 I 114,11lilt 11 11 I I � 11 11r1=N�III 1 ILn IL 18 � I a II a a a II a GLB ON TOP OF WALL �1 1~ II~ II~ II~ II~ II 11 II II II II II II II 11 I Q a 1 l 10 110 11 110 110 11 11 11 11 11 11 11 11 11 11 11 I II II II II II II Ln II II II II II II II I I I � �a I I 1 II�P,�I II II II II II II II II II II II II II I I 2'-4%" 1 I I I I I 11 II I I I I I I II II I I I I I I I I I I I 1 I I II II 11 II II II II II II II II I II I II I II II II II II II II II II II II 1 II I 1 11 11 II J 1 I II II II II II II li II II I II I I > 1 1 II II II II II II II II II II II II I II I 1 II II II II II II II II II II II II I II t C CHANNEL FASCIA SITS UPPER WALL OF EXERCISE II II I I II II II II II II II II II I I II Y 1 I I RAISED PLATE FRAMED ON TOP ON & WELDED TO TOP I 1 CHORD OF ROOF TRUSSES 1 11 11 11 II a 11 11 u o = u n 11 11 I u 1 FLANGE OF I 1 II II II 11 II II II II m II II II II I II I CANTILEVERED STEEL BM I u 1 1 1 1 1 1 1 I II I II orL II I II II 7 kl� I r -11 __ — I LLJ II II II II N2 II I II II I II I NO TAIL -- - -- -- - - Q II II II II — O° — rh _ LAST —TRUSS RTT USS @ FACE 1 1 I o" II I II II I II Lw II II II II I I HEAT PUMP WATER OF RIM RAFTER 1 1 11 1" 0- FASCIA u u u u u u 11 z u u u u 1 u I LINE OF C CHANNEL _ _ _ _ _ _ _ _ _ _ _ _ _ _ = I = 1 ' II n u II u u 11 a u n u u 1 I HEATER PER .5. SITENERGYON TYPICAL 2x RFTRS SISTERED TO JSTS FOR SKEWED VALLEY. STEEP 1 - O CREDIT 5.5. SIT BATH TRANSITION FROM MTL ROOF I =. o a ELE� 1 FLAT VA T BATH OVERHANG. CUT/SLOPE AS REQ'D TO FACE OF MSTR RFTRS 1 I 1 I =' II I I II II II II a II I II II II I UNDER VAULTED CL'G FOR SLOPE TO SCUPPERS N II II II II II II II II II II II II I II I HVu -- -- -- -- -- -- - -- 1i= 1 gLU X II II II 11 II I II II RIDGE II II II II I II 11 2x SUB FASCIA ON LASTTRUSS TAIL. I 1 1 o w > - _- __ __ __ __ __ -_ _= 1�- ~'-` c�a 1 w " 11i II 11 n u 1 u n u u 1 n 1 III FLAT CL G OF BATH @ WRAP LWR C CHANNEL FASCIA - - - m Q I II II II II II II II II II II II I II 1 I I AROUND TO WALL MONO PITCH ROOF TRUSSES @ 24" 1 1 �zs � J Q 9 -0 .2x CL G JSTS TO O.C.17'-10" LENGTH 1:12 PITCH 1 I o o zLU II II II J CAP UNDER VAULTED STOP UPPER C CHANNEL FASCIA @ I __ __ __ __ __ _ __ __ 11_ ��Xm 1 11 11 11 11 11 11 II 11 11 11 11 11 11 1 - J CLGABV -- REQ'D -- -- -- -- - -- -- �¢ . 0 O I II II II II II II II II II II I LAST SISTERED RAFTER. TRIM AS 1 I w z u u u u TO SIT ABV METAL ROOF �oaa II II II II I II II II II II I II 11 00�. co x0 LU 1 11 u u u 11 a 11 u u 11 u u 11 a JI I II II II II II II II II II II mJl C?Y 2811 WALL FRAMED TO TOP 1 1 v 0 11 u u u o l PLATE OF EXERCISE RM 1 II II II II I II W 1 1 II II II II II II II II II II II II II II @j<l I �cl-I I TRU S @ FACE OF 1 1 II II II II II II II II II II II II II II Q - - - - - - - BALLO N FRAMED WALL II II II II II II II II II II I I I 1 28/2" II II II II II II II I II II II II II II II I 28/2" I II II I II II II II II II II II I II II II II II II II I Ula- 1 II II II II II II II I II II II II II II II I 11 I II 1 11 I II II II II II II II II II II II II II II - -___1 1II 1I JQ~ 1 1 1111 nIuI nIuI 11I aII 1I 1I 1I 1I 1I 1I 1I 1I 1I 1I 1I 1I 1I 1I 1I 1II uIaI I III I II 1 II 1 II 1wov II I L—<O F77 I 11 11 11 11 11 11 11 11 11 ItttIII -IfI- 1IIII = o ql 111 111 111 111 11 LINE OF C CHANNEL 2x6 LOOKOUTS TO STOP GABLE OVERHANG @FASCIA TYPICAL SUPPORT CHANNEL n u 11 11 a 11 11 11 11 11 u 1 a - FACE OF UPPER EAVE WALL FASCIA 1 1 u u u J ——C CHANNEL FASCIA 18'0" IL_LA L_I_ _L_ N _lL�_1LN �_� DROPS BLW TOP FLANGE — — — — _ _ _ _ OF CANTILEVERED STEEL - - - - - - - - - - - - - - 2x RFTRS SISTERED TO RFTRS OR BM. WELD BACK CHANNEL TO END OF BM LINE OF C CHANNEL LINE OF C CHANNEL CUT DOWN TAILS FOR OVERHANG. WRAP C CHANNEL FASCIA AROUND FASCIA TYPICAL FASCIA TYPICAL CUT/SLOPE AS REQ'D FOR SLOPE TO TO FACE OF UPPER EAVE WALL IN LINE SCUPPERS W/BM BLW 23'-6" 161-0" 3'-9" C CHANNEL FASCIA SITS ON & WELDED TO TOP FLANGE OF CANTILEVERED STEEL BM I- C12x2—x 5 - 3.05"12.0" STRUCT. RIM 1i' 5� I II J 115"'I 1 11 II II II II QQ II II II II Ll � -I II II II o Q II II I II II II II N � II II II II II I I � � TURN RFTRS FOR of II II II o II I URN RFT FOR OV RHANG II II II II °� -' II II II II II OVER, I' II c II f� I II II II r, X v II II II II II I I' 0 bo RE UB Aug 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M CD 0 00 G-) r"j N ¢(^ =a Lr, � N M w "2 � Y C, Q CN LL. z 0 0 W 0 z Q o o LLJ °° J rn z �Q un O LLB rn � o C) w 66 LLB ^Vz/ C) APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: RY- CITY ENGINEERING DIVISION LOWER ROOFS ROOF FRAMING PLAN SCALE: Y4" = V-0" SEE PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION DATE 5-5-23 DRAWN - REVISION REVISION REVISION - A4. 1 C CHANNEL FASCIA SITS ON & WELDED TO TOP FLANGE OF 2x RFTRS FOR OVERHANG. CANTILEVERED STEEL BM CUT/SLOPE AS REQ'D FOR C CHANNEL FASCIA SITS SLOPE TO SCUPPERS ON & WELDED TO TOP LINE OF C CHANNEL 13 0" FLANGE OF FASCIA TYPICAL CANTILEVERED STEEL BM - - - - - - - - -- --- - - II I� I� II II I 14" LSL SOLID BLK'G BTWN ------ — — — — — — — — — N RFTRS @ WALL/BM LINE _ — — — _ _ ��---------------- FF-- 1= 2III xI RFTRS SISTERED TI ERED TO I JSTS FORIIII I I �IIII I I _III IIIII IIIII - - OVERHANG. CUT/SLOPE AS REQ'D p FOR SLOPE TO SCUPPERS O O IIIII1I -I J I 2x RFT RS SISTERED TO I JSTS FOR FRAME RAKE WALL ABV LOWER OVERHANG. CUT/SLOPE AS REQ'D ROOF SURFACE TO UNDERSIDE FOR SLOPE TO SCUPPERS OF UPPER EAVE. TYPICAL THROUGHOUT RIDGE OF TAPERED FOAM3 SLOPE TO GUTTERS 3 14" LSL SOLID BLK'G BTWN RFTRS @ 2x RFTRS SISTERED TO I JSTS FOR WALL/BM LINE OVERHANG. CUT/SLOPE AS REQ'D 281 1 FOR SLOPE TO SCUPPERS 24 O.C. NO SLOPE �T 2'-0" 20'-0" 22'-011 14" LSL SOLID BLK'G BTWN C CHANNEL FASCIA SITS - _ - RFTRS @WALL/BM LINE C CHANNEL FASC IA SITS - _ - - ON &WELDED TO TOPON&WELDEDTOTOP Cc FLANGE OF FLANGE OF CANTILEVERED STEEL ANTILEVERED STEEL BM _L_ III II If III j 2x RFTRS FOR OVERHANG. CUT/SLOPE REQ'D R F__ %_ if IIJ SLOPE TO SCUPPERS I,Ii III r=2bo I �I II II II II cG\oq,� II II II II II II II II II II II II Ijl / II II II II II I �_ __ °° 2x RFTRS SISTERED TO I JSTS FOR \ /IL / OVERHANG. CUT/SLOPE AS REQ'D \ FOR SLOPE TO SCUPPERS = II II II II II \ II II II ' o" II II II LE III II III II II II I —= I DBL RFTRS BTWN PSL & C / I CHANNEL TO SUPPORT FASCIA \ // I L^ FRAMED / I 2x RFTRS FOR OVERHANG. II I = / L---------- CUT/SLOPE ASREQ'D FOR LL II II II II II 11 m II \ 11 I 11 IICHIMNEJI 11 11 11 / 11 11 III II II II 11 II I SLOPE TO SCUPPERS �M IIII II II \ \ i CHASE _— — — — — — — — o / I `D I I — C CHANNEL FASCIA SITS _ \ \ / / \ I C CHANNEL FASCIA SITS ON & WELDED TO TOP II \ I I I I I II II II I I II / I I I I I I II RIDR OF TAPo'kED I I \ II II tIt I I II I I I I I I I 22 I ON & WELDED TO TOP FLANGE OF l u 1 1 1 1 I I P�` I I FO M SLOPE 0 \ 2 FLANGE OF CANTILEVERED STEEL BM _ \ �0���5 UTTERS \ CANTILEVERED STEEL BM o0 I I 11 11 I I I� \ Ii1 11 I I 11 11 11 1 , 2x RFTRS FOR OVERHANG. C5 \ II �o \ CUT/SLOPE AS REQ'D FOR SLOPE TO SCUPPERS I II II \ RF AM S oPETO � / II II II II II II II II II II II ICI FTq�Fo II II II II I I I � I bo GUTTER I I I I \�o = I co I� `� II II II II II II II II II II II II II II III II III \\ II II II I I I I I I I IF C CHANNEL FASCIA SITS \ 2x6 WALL FRAMED ON TOP ON & WELDED TO TOP FLANGE OF OF GIRDER TRUSS BLW I \ \ I /'CANTILEVERED ��II STEEL_BM 11 1 I _ -- lop -oil_--- 2x RFTRS FOR OVERHANG.LINE OF C CHANNEL FASCIA TYPICAL / CUT/SLOPE AS REQ'D FOR SLOPE TO SCUPPERS F 6°2° PIC PICC CHANNEL FASCIA SITS _ I ILI II II 11 LON &WELDED TO TOP / -- - - --J-1 1 FLANGE OF o— I—L I-- J L IL L A—L — LSL @ EDGE OF GUTTER DBL RCANTILEVERED STEEL BM F _--- 11 — 11 11 12 12 14" LSL SOLID BLK'G 2x RFTRS SISTERED TO I JSTS FOR BTWN RFTRS @ 2' 0" OVERHANG. CUT/SLOPE AS REQ'D WALL/BM LINE I I RI GE & VALLEY OF TAPERED /L - — —FOR SLOPE TO SCUPPERS 2 SEE PARTIAL PLAN FOR I I \ OAM SLOPE TOGUTTERS / I — — — — — — — — — — — — _ — _- 6' 0" 2' 0' 6' 0" 2' 0" CLARITY OF FRAMING I _ - - —\ — — — — - - - I 1 — — — — UNDER UPPER ROOF 14'-0" Li 39'-5Y2" I I — ti� — ��`0�— 1 I I 6°3° PIC 1 1 poF QO/OQ<c I 1 NO HDR. ROUGH OPN'G U/DBL TOP PLATE E /A� IIII 1 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 10'-0"1 8'-0" w v a I I -7 6°3° PIC NO HDR. ROUGH OPN'G IIII U/DBL TOP PLATE II 'III I III I III III I II r,171,11 ==6 N I 14" TJI 110 RAFTERS @ I I m 24" O.C. NO SLOPE 14" LSLSOLID OLID BLK'G I I 1 I I 1 " LSL SOLID BLK'G II BTWN RFTRS @ I I I BTWN RFTRS @ WALL/BM LINE - - T = STEEL BM PER ING ON I WALL/BM LINE _ RIDGE OF TAPERED FOAM 2x RFTRS SISTERED TO I JSTS FOR I TOP OF WALL EXTENDS TO ABV I 2x FTRS SISTERED TO I JSTS FOR 1 — SLOPE TO GUTTERS LAUNDRY ROOM WALL I I — OVERHANG. CUT/SLOPE AS REQ'D I � _ I OVI RHANG. CUT/SLOPE AS REQ'D I FOR SLOPE TO SCUPPERS III - - T - I --� I FOR SLOPE TO SCUPPERSFri 1 I II L I Ii I I FRAME RAKE WALL ABV LOWER I I I _ _ I _ _ _ I = ROOF SURFACE TO UNDERSIDE - - _ T — _r — _- k= OF UPPER EAVE. TYPICAL 1128Y' 1 28%" I I I III 14" LSL LEDGER ON THROUGHOUT FACE OF RAISED I I I I I PLATE WALL „ 14" LSL IN LINE 2x RFTRS FOR OVERHANG. 5 5� W/RAISED PLATE CUT/SLOPE AS REQ'D FOR I LAST 2x RFTR @ WALL. LOWER — FACE OF RAISED GUTTER STOPS SLOPE TO SCUPPERS PLATE WALL II TAPERED FOAM I1 SLOPES EA. WAY — — — — — — I TO GUTTERS _ - - _ LSL @ EDGE OF GUTTER _ / DBL RFTRS o RIDGE & VALLEY OF TAPERED / / 1�\ 0�� I I I III 1 \ FOAM SLOPE TO GUTTERS — / I I I I I / poF�gA I I C CHANNEL FASCIA EXTENDS BEYONDOF WOOD ICRIM BOT.AS REQ'D FORA. I CLEAR. ABV MTL ROOF BLW L PARTIAL ROOF FRAMING PLAN SCALE:%"=V-0" DBL RFTRS _ — — — \=1 BLRFT SITTNGONBMBLW EXERCISE ROOF UNDER KITCHEN ROOF LINE OF C CHANNEL FASCIA TYPICAL 2x RFTRS FOR OVERHANG. CUT/SLOPE AS REQ'D FOR SLOPE TO SCUPPERS II II II II 2x4 SUB-FASCI & %6 FASCIA THIS LOCA ION ONLY 1o'-0" 10'-0" 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. NON -ACCESSIBLE ATTIC SPACE TALLEST POINT OF ATTIC SPACE IS LESS THAN 22" FROM BOTTOM OF CEILING MEMBER TO BOTTOM OF ROOF MEMBER. NO ATTIC ACCESS REQUIRED. 8'-0" 8'-0" 8'-0" II III 1 12" 12" 12" 12" II o I, 6°3° PIC 6°3° PIC 6''3''' PIC NO HDR. ROUGH OPN'G NO HDR. ROUGH OPN'G NO HDR. ROUGH OPN'G II —U/DBL TOP PLATE 3 U/DBL TOP PLATE U/DBL TOP PLATE — 1/1x 9Y2LSL ON TOP OF BM FOR OVERHANG, TYP. I II II II II II II 12" 9 2" TJI 110 RAFTERS @ 24" O.C. 7FRAME ON TOP OF STEEL BMS 11 II II II II II II I 13/"x 9%" LSL ON TOP OF BM FOR OVERHANG. TYP. — — — 1 — — 8'-0" 8'-0" 11-1111101 LINE OF C CHANNEL - FASCIA TYPICAL RESUB Aug 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M CD O 00 G-) N N ¢(^ =a Lr) Cr- N VLU M W LJJ �Q� N LL. z O O Nl- / II W 0 z Q o 00 LLJ z a z �N Q ` un z -� O W 0)� � o Q w ICJ LLJ z Q C) APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: RY- CITY ENGINEERING DIVISION UPPER ROOFS ROOF FRAMING PLAN SCALE: Y4" = V-0" SEE PAGES FOR ALL STRUCTURE, SHEARWALL & HOLDDOWN INFORMATION DATE 5-5-23 DRAWN - REVISION REVISION REVISION - A4.2 M CD O 00 G-) N 2x4 JSTS @ 24" O C UVLK LN I IRL LHIMINLY BOX. OVERLAP DRIP a 3x3 DRIP FLASHING OVER FLASHING AS REQ'D � Ln CORNER ALL 4 SIDES NOTE: TAPERED FOAM ABV ROOFA6�vt CHIMNEYS SHALL EXTEND AT LEAST 2 SHT'G PROVIDES ADDITIONAL R VALUE. �{ � w METAL SKIN SECURED TO WALL INSULATION CONTRACTOR TO v Y c� FEET HIGHER THAN ANY PORTION OF A a FRAMING ALL4 SIDES. DRIP PROVIDE DOCUMENTATION SHOWING BUILDING WITHIN 10 FEET, BUT SHALL FLASHING OVERTOP EDGE HOW MINIMUM R 381S ACHIEVED 0 z NOT BE LESS THAN 3 FEET ABOVE THE HIGHEST POINT WHERE THE CHIMNEY O TAPERED FOAM IN - CLOSED CELL SPRAY FOAM FOREGROUND & BEYOND o PASSES THROUGH THE ROOF. INSULATION ON UNDERSIDE OF ROOF SEE SEPARATE TYPICAL SEE SEPARATE TYPICAL RUBBER ROOFING TAPERED FOAM @ X":12" m SHTG. COMBINE W/BATT INSUL. FOR EAVE DTL FOR NOTES OVER 3/" ROOF SHTG R-38 MIN. IN CAVITY. NO VENTILATION EAVE DTL FOR NOTES PER SPECS REQ'D IN RAFTER CAVITIES RAFTERS PER PLAN JLAN � - - - - J STEELANGLETRIMSTEEL BM PER PLAN STEEL BM PER Po @ END OF STONE STEEL BM PER PLAN R-21 MIN. INSUL. IN CAVITY BTWN TOP PLATE -BOTTOM 2x6 PLATE @ BOT. OF STEEL BM VENEER BEYOND STEEL BM & WALL SHTG. TYP. OF STEEL BM SEE SECTION A3 FOR MSTR BED ROOF TO MSTR CLOSED CELL SPRAY FOAM j j 1" P.W. STEEP TRANSITION FROM BATH ROOF INTERFACE IN FOREGROUND INSULATION ON UNDERSIDE OF ROOF O CLOSED CELL SPRAY FOAM MSTR RFTRS TO METAL ROOF BLW SHTG. COMBINE W/BATT INSUL. FOR o TRANSOM WINDOW I I TRANSOM WINDOW INSULATION ON UNDERSIDE OF ROOF 6°2 PIC BEYOND BEYOND 2x LEDGER ON SHTG. COMBINE W/BATT INSUL. FOR SEE SEPARATE TYPICAL 3 „ R 38 MIN. IN CAVITY. NO VENTILATION FACE OF WALL R-38 MIN. IN CAVITY. NO VENTILATION GUTTER STOPS @ BATH RUBBER ROOF / ROOF SHTG & RUBBER REQ D IN RAFTER CAVITIES SEE SEPARATE TYPICAL REQ'D IN RAFTER CAVITIES EAVE DTL FOR NOTES EAVE DTL FOR NOTES ROOFING PER SPECS - - �- - EXTERIOR WALL BEYOUND RAFTERS PER PLAN. TAPER RIPPED I r - - - - MTL ROOF TOP PLATE RAFTERS PER PLAN. TAPER RIPPED I TOP PLATE O OBARN DOOR TRACK L--- STEEL SKIN OF - J „ FIREPLACE WALL I I o 16 LSL LEDGER ON I I TOP R.O. SLIDING DOOR BEYOND SLIDING DOOR WINDOW BEYOND - J TOP R.O. FACE OF WALL BEYOND j j BEYOND TOP OF WINDOW TO C?ROOF TRUSSES 2x6 BR'G WALL MATCH TOP OF DOOR SLIDING DOOR C CHANNEL TRIM ON o END OF CONCRETE C? PER PLAN L- J BEYOND WALL & STONE a, O VENEER BEYOND - MSTR BATH MSTR BED o I I I I I I C? SECTION SCALE: %"=V-0"6°9°BXO O CDgLARTIAL MASTER BEDROOM GREAT ROOM o DINING AREA FOYER - SITTING AREA I IL J o R-21 INSUL. MIN. IN ALL EXTERIOR WALLS. TYPICAL NO SILL. WINDOW I O EXTENDSTOFLOOR FIN HED SLAB FINISHED SLAB SEE SEPARATE TYPICAL SEE SEPARATE TYPICAL MUDSILL DTL FOR NOTES MUDSILL DTL FOR NOTES 0 F U L L SECTION SCALE: %" = V-0" DC w c� 0 z Q o N O w °� � Ql = Q SEE SEPARATE TYPICALFrn EAVE DTL FOR NOTES 13' 6" 4' 0" z ` -) — — — — — Q 0 rn O LLJ o FF CLOSED CELL SPRAY FOAM w INSULATION ON UNDERSIDE OF ROOF UPPER ROOF BEYOND RAFTERS PER PLAN SHTG. COMBINE W/BATT INSUL. FOR SEE SEPARATE TYPICAL66 STEEL BM PER PLAN TOP PLATE - BOTTOM TOP PLATE - BOTTOM STEEL BM PER PLAN TAPERED FOAM @ X":12" R-38 MIN. IN CAVITY. NO VENTILATION RUBBER ROOFING EAVE DTL FOR NOTES SEE SEPARATE TYPICAL OF STEEL BM OF STEEL BM OVER 4" ROOF SHTG REQ'D IN RAFTER CAVITIES PER SPECS J - - � WINDOW BEYOND EAVE DTL FOR NOTES DRIP FLASHING OVER - - SPECIAL TRUSSES NAILER ON TOP FLANGE LEDGER PER ENG. DTLS WINDOW I METAL ROOFING OF C CHANNEL SECURED TO CHANNEL 3" ROOF SHTG BEYOND INSULATION ON UNDERSIDES OFnR00F PER PLAN DTLS SHTG. COMBINE W/BATT INSUL. FOR SEE SEPARATE EAVE I METAL ROOFING SEE SEPARATE TYPICAL 0 SEE SEPARATE EAVE R-49 MIN. IN CAVITY. NO VENTILATION DTL FOR NOTES 12 EAVE DTL FOR NOTES - - - � REQ'D ATTIC SPACES 12 1 DTL FOR NOTES FIRESTOP STEEL BM BEYOND HDR PER PLAN � 1 TOP PLATE -BOTTOM L - - J � 0 BOT. OF BM I I - - - - -I OF STEEL BM 2x PLATE ON 12 C CHANNEL TOP OF BM BM PER PLAN OBARN DOOR TRACK I TOP PLATE C CHANNEL PER PLAN WELDED TO FACE OF FASCIA BEYOND RAFTERS PER PLAN L - J HDR PER PLAN - COLUMN BEYOND. PKT INTO LINE OF SLOPED CL'G OVER WINDOW 6'-0" TOP PLATE - WALL IN FOREGROUND SOFFIT PER SPECS STEEL BM PER PLAN DOOR BEYOND SITTING AREA BEYOND BEYOND RESTOP 2x6 WALLS OF 18" GARAGE 0 0 STEEL COLUMN STEEL COLUMN BEYOND BEYOND 3D10° PIC q R-21 INSUL. MIN. IN ALL 0 0 EXTERIOR WALLS. TYPICAL o 0 0 0 0 r o r 3191 PIC COVERED PATIO COVERED PATIO DINING AREA FOYER COVERED PORCH STORAGE DEANNE'S GARAGE FOYER -SITTING AREA IN SITTING AREA BEYOND FOREGROUND RAISED CONCRETE PLINTH. SEE NO SILL. WINDOW 42 NO SILL. WINDOW SEPARATE PLINTH DTLS EXTENN DS TO FLOOR SLAB DOES NOT EXTEDS TO FLOOR CONCRETE PATIO. SLAB OR - CONCRETE PATIO. SLAB OR ENTRANCES SLOPE @DOOR - FIN. SLAB OF HOUSE FINISHED SLAB OF HOUSE PAVERS PER SPECS FINISHED SLAB OF HOUSE FINISHED SLAB PAVERS PER SPECS FINISHED SLAB OF HOUSE FINISHED SLAB & GARAGE I GARAGE SLAB SLOPES TO INTERIOR SEE SEPARATE TYPICAL DRAINS. SLOPE HAS BEEN EXAGERATED SEE SEPARATE TYPICAL MUDSILL DTL FOR NOTES FOR CLARITY. %" PER 12" SLOPE MIN. MUDSILL DTL FOR NOTES gE=ARTIAL SECTION SCALE: %"=1'0" gPARTIAL SECTION SCALE: %"=1'-0" ©PARTIAL SECTION SCALE: %"=1'-0" 17'-6" 81_5Y211 13'-0" 71_6Y211 21'-0" 6'-011 6'-011 TAPERED FOAM @ Y11:12" CLOSED CELL SPRAY FOAM RUBBER ROOFING OVER %" ROOF SHTG INSULATION ON UNDERSIDE OF ROOF PER SPECS SHTG. COMBINE W/BATT INSUL. FOR SEE SEPARATE TYPICAL R-38 MIN. IN CAVITY. NO VENTILATION EAVE DTL FOR NOTES CLOSED CELL SPRAY FOAM REQ'D IN RAFTER CAVITIES v INSULATION ON UNDERSIDE OF ROOF FRAME RAKE WALL ABV _ R-21 MIN. INSUL. IN CAVITY TWIN— — — z SHTG. COMBINE W/BATT INSUL. FOR STEEL BM & WALL SHTG. YP. w R-38 MIN. IN CAVITY. NO VENTILATION LOWER ROOF SURFACE TO41� r l REQ'D IN RAFTER CAVITIES UNDERSIDE OF UPPER EAVE. RAFTERS PER PLAN V U TYPICAL THROUGHOUT EXTRA RAFTER TAIL@ Q RAFTERS PER PLAN METAL ROOFING 4x12 RFTR PER PLAN I RAFTERS PER PLAN FACE OF EXTERIOR WALL METAL ROOFING ROOF TRUSSES FOR FASCIA TRANSITION PER PLAN 0 22Y �) NAILER FOR SOFFIT TOP PLATE BOTTOM TAPERED FOAM @ %":12" RUBBER ROOFING EAVE DTLFOR TNOT NOTES F TESL BM OVER " / ROOF SHTG PER SPECS LLJ i 3 i 2x PLATE ON - TOP OF BMLU TOP R.O. LINE OF CL'G BEYOND WINDOW FRONT DOOR LINE OF CL'G BEYOND I 2x PLATE ON TOP OF BM - o SPECIAL GIRDER TRUSS RAFTERS PER PLAN BEAM PER PLAN STEEL BM BEYOND BLK'G BEYOND LAST BEYOND BEYOND 28� FRAME RAKE WALL TO I TOP PLATE Q RFTR TO MATCH UNDERSIDE OF SLOPED REVEAL OF STEEL BM 2x12 RFTRS ABV BEAM PER PLAN. NO STEEL BM BEYOND TOP PLATE ABV WINDOW WINDOW WINDOW WINDOW 9°7° PIC BEYOND BEYOND BEYOND BEYOND 12" DEEP HDR MAX STONE VENEER UP TO HERETO AVOID HNGRS BOT. OF STEEL BM 17'-6" 8'-0" 0 r, o o Q' o bn COVERED PATIO SITTING AREA FOYER PWDR RM DEANNE'S GARAGE STEEL COLUMN BEYOND R-21 INSUL. MIN. IN ALL 3'-6" EXTERIOR WALLS. TYPICAL FLAT SLAB CONCRETE PATIO. SLAB OR ALONG BACK WALL PAVERS PER SPECS FINISHED SLAB OF HOUSE & GARAGE GARAGE SLAB SLOPES TO INTERIOR RESUB SEE SEPARATE TYPICAL DRAINS. SLOPE HAS BEEN EXAGERATED MUDSILL DTL FOR NOTES FOR CLARITY. Y8" PER 12" SLOPE MIN. Aug 04 2023 CITY OF (OF U L L SECTION SCALE: %" = V-0" DEVELOPMENT DSOERV CES DEPARTMENT DATE 5-5-23 DRAWN - REVISION APPROVED FOR CONSTRUCTION REVISION CITY OF EDMONDS REVISION DATE: BY: A5.1 CITY ENGINEERING DIVISION SEE SEPARATE TYPICAL EAVE DTL FOR NOTES PLATE PERPENDICULAR TO 1 1 STEEL BMS. TOP OF R.O. @ LATE ON TO OF STEEL BM DBL TOP PLATE 592' PIC METAL ROOFING DIFFUSER SCREEN & 12 MONO PITCH SUPPORT PER SPECS 1 TRUSSES PER PLAN 2x LEDGER @ TOP & BOT. CHORDS OF TRUSSES HDR PER PLAN BOT. FLUSH W/TRUSSES --------- BARN DOOR TRACK EDGE OF BUTLER'S PANTRY OPENING BEYOND FIN.SLAB DOORTO GARAGE BEYOND MUD RM 20'-6Y2" CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF SHT'G. COMBINE W/BATT INSUL. FOR R-49 MIN. IN CAVITY. NO VENTILATION EXTEND FOAM OVER REQ'D ATTIC SPACES TRUSSES TO CREATE CRICKET STORAGE RM R-21 INSUL. MIN. IN ALL EXTERIOR WALLS. TYPICAL C 1 PARTIAL SECTION SCALE: 8 =1'-0" NOTE: TAPERED FOAM ABV ROOF SHT'G PROVIDES ADDITIONAL R VALUE INSULATION CONTRACTOR TO PROVIDE DOCUMENTATION SHOWING 12'-0" RUBBER ROOFING PER SPECS BEAM PER PLAN TAPERED FOAM @ 4":12" 2x RFTRS SISTERED TO 22Y2" SEE SEPARATE TYPICAL OVER 4" ROOF SHT'G JOISTS FOR OVERHANG IN EAVE DTL FOR NOTES FOREGROUND 2x PLATE ON TOP OF BM - TOP PLATE SOFFIT PER SPECS STEEL BM BEYOND DOORTO GARAGE BEYOND 14'-0" CORNER OF GARAGE BEYOND COVERED ENTRY CONCRETE PATIO. SLAB OR PAVERS PER SPECS STEEL COLUMN BEYOND 0 m FINISHED SLAB OF HOUSE METAL ROOFING SOLID BLK'G PER ENG. DTLS. PER SPECS 30" 4" PLYWOOD ROOF SHT'G 2x12 RAFTERS PER PLAN 30 DRIP FLASHING 12 1 2x PLATE TOP OF CHANNEL C12x25 FASCIA. CONN.� PER PLAN & ENG. DTLS 2x SUB FASCIA EXTERIOR SOFFIT PER SPECS 2x6 PLATE. CENTER ON 2x12 TAIL CUT FLAT TOP FLANGE. CONNECTION @ TOP PLATE PER ENG. DTLS 611 EXERIOR SOFFIT PER SPECS STEEL BM PER PLAN. EXTERIOR WALL LINE OFFSET FROM WALL LINE BEYOND @ STEEL BM RAFTER LOWER EAVE DETAIL COVERED PATIO @ FOYER SCALE: 4" = V-0" DUANE'S GARAGE LWR ROOF U FULL SECTION SCALE: 8 =1'-o" UPPER ROOF BEYOND SEE SEPARATE TYPICAL EAVE DTL FOR NOTES WINDOW BEYOND WINDOW BEYOND WINDOW BEYOND CLOSED CELL SPRAY FOAM F— INSULATION ON UNDERSIDE OF ROOF SHT'G. COMBINE W/BATT INSUL. FOR SEE SEPARATE TYPICAL X" ROOF SHT'G & RUBBER R-38 MIN. IN CAVITY. NO VENTILATION EAVE DTL FOR NO FES — — ROOFING PER SPECS REQ'D IN RAFTER CAVITIES — — — L— J r BEAM IN 2 FOREGROUND WELDED WEB o STIFFENER @ END OFZ CHANNEL FASCIA STEEL BM IN RAFTERS PER PLAN 2x CL'G JSTS 2x CL'G JSTS SECURED TO FRAMING FOREGROUND TAPER RIPPED --------------- - - BEAM PER PLAN DOOR BEYOND 7'-6" CORNER OF GREAT RM BEYOND 0 0 ti MASTER BEDROOM GREAT RM WINDOW BEYOND CONCRETE PATIO. SLAB OR PAVERS PER SPECS SEE SEPARATE TYPICAL MUDSILL DTL FOR NOTES HALF WALL @ HEAD OF BED. ANCHOR PER SPECS o 0 o, 2x RAFTERS SISTERED TO I JOISTS. CUT & TAPERED AS REQ'D TO SLOPE TO SCUPPERS & DOWNSPOUTS 3x6 PLATE. CONNECTION PER ENG. DTLS. CUT ROOF SIDE @ 45° ANGLE FOR ROOFING TO EXTEND OVER. PLATE TO OVERHANG CHANNEL FLANGE 1]z" 30 DRIP FLASHING C12x25 FASCIA. CONN. PER PLAN & ENG. DTLS 2x SUB -FASCIA EXTERIOR SOFFIT PER SPECS 14" LSL RIM/BLK'G @ WALL LINE WALL LINE BEYOND METAL ROOFING SOLID BLK'G PER ENG. DTLS. PER SPECS 30" 4" PLYWOOD ROOF SHT'G 2x12 RAFTERS PER PLAN 30 DRIP FLASHING 12 1 2x PLATE TOP OF CHANNEL C12x25 FASCIA. CONN.� PER PLAN & ENG. DTLS INTERIOR WALL & CL'G 2xSUB-FASCIA FINISH PER SPECS 2x12 TAIL CUT FLAT @ TOP PLATE STEEL BM IN FOREGROUND WHERE APPLICABLE EXERIOR SOFFIT PER SPECS WALL SHT'G & SIDING PER SPECS @ WALL FRAMING RAFTER LOWER EAVE DETAIL FOYER SITTING AREA SCALE: %" =1'-0" POWDER RM DUANE'S GARAGE LWR ROOF SIMILAR @ DUANE'S GARAGE UPR ROOF RUBBER ROOFING & PER SPECS EXTENDS INTO GUTTER & SECURES TO PLATE ON CHANNEL FASCIA FOAM OR PLYWOOD CAN'T STRIPS TRANSITION FROM FULL DEPTH RAFTERS TO LOOKOUTS RUBBER ROOFING & TAPERED FOAM PER SPECS 30" AS REQ'D 4" PLYWOOD ROOF SHT'G [L,. r14" TJI RAFTERS PER PLAN /-14 LSL RIM 1 -SIM. @ 2x RAFTERS- \ -EXTERIOR SOFFIT PER SPECS 2x6 PLATE. CENTER ON TOP FLANGE. CONNECTION PER ENG. DTLS 6" STEEL BM PER PLAN. OFFSET FROM WALL LINE @ STEEL BM FLAT ROOF EAVE DETAIL -PERP. RFTRS FOYER SCALE: 4" = V 0" GREAT ROOM -DINING -KITCHEN EXERCISE ROOM SIMILAR @ MASTER BEDROOM SIMILAR @ DUANE'S GARAGE REAR LWR ROOF CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF FRAME RAKE WALL ABV SHT'G. COMBINE W/BATT INSUL. FOR LOWER ROOF SURFACE TO R-38 MIN. IN CAVITY. NO VENTILATION UNDERSIDE OF UPPER EAVE. REQ'D IN RAFTER CAVITIES TYPICAL THROUGHOUT TAPERED FOAM @ 4":12" SEE SEPARATE TYPICAL OVERX" ROOF SHT'G RUBBER ROOFING EAVE DTL FOR NOTES PER SPECS — — R-21 MIN. INSUL. IN CAVITY BTWN STEEL BM & WALL SHT'G. TYP. RAFTERS PER PLAN CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF — _ J SHT'G. COMBINE W/BATT INSUL. FOR R-49 MIN. IN CAVITY. NO VENTILATION TOP PLATE - BOTTOM REQ'D ATTIC SPACES OF STEEL BM STEEL BM SECURE TO STEM 281/" x771 WALL PER ENG. DTLS. 2x BLK'G ON BOT. FLANGE TO SECURE WALL SHT'G DOOR TO HALL BEYOND 0 CLOSET DOOR BEYOND GUEST RM GUEST BATH ADJUST BIRD'S MOUTH & DEPTH OF TAIL RIP TO ACCOUNT FOR SHIFTED BM METAL ROOFING SOLID BLK'G PER ENG. DTLS. & PLATE PER SPECS SET @ EDGE OF 2x6 PLATE 334" 3/" PLYWOOD ROOF SHT'G 2x12 RAFTERS PER PLAN MATCH 0/HANG @ WALL 30 DRIP FLASHING 12 1� I 2x PLATE TOP OF CHANNEL C12x25 FASCIA. CONN. PER PLAN & ENG. DTLS 2x10 SUB -FASCIA EXTERIOR SOFFIT PER SPECS 2x12 TAIL CUT TO 2x10 2x6 PLATE. CENTER ON DEPTH @ OVERHANG TOP FLANGE. CONNECTIO PER ENG. DTLS EXERIOR SOFFIT PER SPECS 61' SIDING OR TRIM PER SPECS STEEL BM PER PLAN. ON PLATE & RFTR BLK'G - OFFSET FROM WALL LINE UPPER EAVE ONLY @ STEEL BM EXTERIOR WALL LINE BEYOND RAFTER UPPER EAVE DETAIL DUANE'S GARAGE LWR ROOF SCALE: %" =1'-0" 2x RAFTERS SISTERED TO I JOISTS. CUT & TAPERED AS REQ'D TO SLOPE TO SCUPPERS & DOWNSPOUTS 3x6 PLATE. CONNECTION PER ENG. DTLS. CUT ROOF 30° SIDE @ 45° ANGLE FOR ROOFING TO EXTEND OVER. PLATE TO OVERHANG CHANNEL FLANGE 1Y2" 30 DRIP FLASHING C12x25 FASCIA. CONN. METAL ROOFING SOLID BLK'G PER ENG. DTLS. 30° PER SPECS 4" PLYWOOD ROOF SHT'G 30 DRIP FLASHING 2x12 RAFTERS PER PLAN 12 2x PLATE TOP OF CHANNEL 1� C12x25 FASCIA. CONN. PER PLAN & ENG. DTLS 2x10 SUB -FASCIA INTERIOR WALL & CL'G 2x12 TAIL CUT TO 2x10 FINISH PER SPECS DEPTH @ OVERHANG STEEL BM IN FOREGROUND EXERIOR SOFFIT PER SPECS WHERE APPLICABLE WALL SHT'G & SIDING PER SPECS @ WALL FRAMING RAFTER UPPER EAVE DETAIL DUANE'S GARAGE LWR ROOF SCALE: %" = V-0" SIMILAR @ DUANE'S GARAGE UPR ROOF RUBBER ROOFING & PER SPECS EXTENDS INTO GUTTER & SECURES TO PLATE ON CHANNEL FASCIA FOAM OR PLYWOOD CAN'T STRIPS TRANSITION FROM FULL DEPTH RAFTERS TO LOOKOUTS RUBBER ROOFING & TAPERED FOAM PER SPECS AS REQ'D 4" PLYWOOD ROOF SHT'G 14 TJI RAFTERS PER PLAN SIM. @ 2x RAFTERS - PER PLAN &ENG. DTLS INTERIOR WALL & CL'G 2x SUB -FASCIA FINISH PER SPECS 2x8 PLATE FLUSH W/STUDS EXTERIOR SOFFIT PER SPECS LW. CONNECTION PER ENG. DTLS 14" LSL RIM/BLK'G @ WALL LINE WALL BTWN UPPER & LOWER STEEL BM PER PLAN. ROOFS WHERE SHOWN ONLY OFFSET FROM WALL LINE 28Y2 DBLTOP PLATE. WALL SHT'G @ SIDING PER CONNECTION TO STEEL BM SPECS PER ENG. DTLS @ WALL FRAMING FLAT ROOF EAVE DETAIL - PERP. RFTRS FOYER SCALE: 4" =1' 0" GREAT ROOM -DINING -KITCHEN EXERCISE ROOM SIMILAR @ MASTER BEDROOM SIMILAR @ DUANE'S GARAGE REAR LWR ROOF SOLID BLK'G PER ENG. & METAL ROOFING TRUSS SUPPLIER DTLS. PER SPECS-"\_ 3011 4" PLYWOOD ROOF SHT'G ROOF TRUSSES PER 30 DRIP FLASHING 12 PLAN & DTLS 1 2x PLATE TOP OF CHANNEL C12x25 FASCIA. CONN.� PER PLAN & ENG. DTLS 2x SUB FASCIA EXTERIOR SOFFIT PER SPECS 2x6 PLATE. CENTER ON SOFFIT BOARD OF TRUSS FLUSH TOP FLANGE. CONNECTION W/BOT. CHORD -TOP PLATE PER ENG. DTLS EXERIOR SOFFIT PER SPECS 611 STEEL BM PER PLAN. EXTERIOR WALL LINE OFFSET FROM WALL LINE BEYOND @ STEEL BM ROOF TRUSS LOWER EAVE DETAIL GUEST SHOP MASTER RM COVERED PATIO SCALE: %" = V-0" -OFFICE COVERED PATIO BATH COVERED PATIO ROOF TRUSSES PER PLAN METAL ROOFING R-21 INSUL. MIN. IN ALL EXTERIOR WALLS. TYPICAL WINDOW BEYOND SHOP -OF CE WINDOW BEYOND METAL ROOFING PER SPECS 30 DRIP FLASHING 2x PLATE TOP OF CHANNEL C12x25 FASCIA. CONN. PER PLAN & ENG. DTLS 2x SUB -FASCIA SOFFIT BOARD OF TRUSS FLUSH W/BOT. CHORD -TOP PLATE EXERIOR SOFFIT PER SPECS WALL SHT'G & SIDING PER SPECS 2x RAFTERS BTWN RIM & FASCIA. CUT & TAPERED AS REQ'D TO SLOPE TO SCUPPERS & DOWNSPOUTS 3x6 PLATE. CONNECTION PER ENG. DTLS. CUT ROOF SIDE @ 45° ANGLE FOR ROOFING TO EXTEND OVER. PLATE TO OVERHANG CHANNEL FLANGE W2 C12x25 FASCIA. CONN. PER PLAN & ENG. DTLS 2x SUB -FASCIA STEEL CHANNEL FASCIA SITS 14" ONTO TOP FLANGE OF CANTILEVERED BM. CONN. PER ENG. DTLS. METAL ROOFING PER SPECS ANGLED COLUMN BEYOND 30 DRIP FLASHING 2x PLATE TOP OF CHANNEL C12x25 FASCIA BTWN WALL IN FOREGROUND & STEEL COL. BEYOND. CONN. PER PLAN & ENG. DTLS 2x LEDGER SECURED TO STRUCT. FASCIA PER ENG. DTLS 2x12 RAFTERS PER PLAN EXERIOR SOFFIT PER SPECS STEEL FASCIA BEYOND RAFTER UPPER EAVE DETAIL COVERED PATIO ONLY SCALE: %" =1'-0" RUBBER ROOFING & TAPERED FOAM PER SPECS STRUCT. RIM 4" PLYWOOD ROOF SHT'G 22� PER PLANS 1:-SLI TERS PER PLAN 2x RAFTERS EXTERIOR SOFFIT PER SPECS RAFTERS SIT ON 2x PLATE. PLATE STOPS @ BACK SIDE OF STEEL FASCIA STEEL BM PER PLAN. IN FOREGROUND & BEYOND FOYER SCALE: 4" =1' 0" GREAT ROOM -DINING -KITCHEN EXERCISE ROOM SIMILAR @ MASTER BEDROOM SOLID BLK'G PER ENG. & TRUSS SUPPLIER DTLS. 30° 4" PLYWOOD ROOF SHT'G ROOF TRUSSES PER 12 PLAN & DTLS 1 j INTERIOR WALL & CUG FINISH PER SPECS STEEL BM IN FOREGROUND WHERE APPLICABLE @ WALL FRAMING ROOF TRUSS LOWER EAVE DETAIL STORAGE ROOM SCALE: Y2" = V-0" LAUNDRY ROOM FRONT SHOP -OFFICE MASTER BATH SIMILAR @ DEANNE'S GARAGE ROOF BEYOND 12" RAFTERS PER PLAN SOFFIT PERK SPECS RAKE WALL BEAM PER PLAN FRAMED TO SLOPE OF ROOF WINDOW BEYOND 10' 0" BEAM PER PLAN TOP PLATE BOTTOM OF BM BEYOND MAN DOOR GARAGE DOOR BEYOND BEYOND CORNER BEYOND 0 o, GARAGE SLAB SLOPES TO INTERIOR DRAINS. SLOPE HAS BEEN EXAGERATED FOR CLARITY.4" PER 12" SLOPE MIN. 30 DRIP FLASHING 2x PLATE TOP OF CHANNEL C12x25 FASCIA. CONN. PER PLAN & ENG. DTLS 2x SUB -FASCIA 0 SOFFIT BOARD OF TRUSS PARALLEL W/TOP CHORD EXERIOR SOFFIT PER SPECS SIDING PER SPECS METAL ROOFING PER SPECS 4" PLYWOOD ROOF SHT'G ROOF TRUSSES PER `PLAN & DTLS ROOF TRUSS UPPER EAVE DETAIL DEANNE'S GARAGE SCALE: %" = V-0" RESUB Aug 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M CD 0 00 G-) N N J a`'� =a Ln N m ~ w L, �QU- N LL- �O 0 L\LJ 0 z Q o N o L -i °° J rn z �Q z �N rn o Q z L-n O LLJ � o 66 Q w W LLB z Q w z U w Q cn w ry- O cn W � w Q DE FULL SECTION SCALE: 4"=1'-O" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION DATE 5-5-23 DRAWN - REVISION REVISION REVISION A5.2 0 an N SEE SEPARATE TYPICAL MONO PITCH ROOF EAVE DTL FOR NOTES TRUSSES PER PLAN --- 12 1� 2x PLATE ON TOP OF 0 BM -TOP PLATE SOFFIT PER SPECS �o BEAM PER PAN ooC WINDOW BEYOND Q o Oc STEEL ANGLE @ EDGE OF WINDOW �oC CORNER OF &DOOR. TYP. O�C MASTER BATH QC C? BEYOND a, O�oC 1�1►1G7:I�IL9Ie1:Z�l�:[�llli9q COVERED PATIO CONCRETE PATIO. SLAB OR PAVERS PER SPECS FRAME RAKE WALL ABV LOWER ROOF SURFACE TO. UNDERSIDE OF UPPER EAVE. TYPICAL THROUGHOUT METAL ROOFING DOOR BEYOND 2x LEDGER SECURED TO BM & RAISED PLATE WALL BEYOND: HNGRS PER TRUSS SUPPLIER OF PARTIAL SECTION SCALE: %"=1'0" METAL ROOFING RAFTERS PER PLAN SIT 211 12 ON TOP OF STEEL BMS NO EAVE ABV LWR FLAT EXTEND C CHANNEL FASCIA ROOF. 2x SUB -FASCIA. BEYOND PAST LOWER EAVE. TRIM %x8 FASCIA BOT. AS REQ'D FOR CLEAR. TO STEEL BM BEYOND ROOF OVER ROOFBLW i SHOP -OFFICE TAPERED FOAM BEYOND SLOPE TO EAVE _ - - - - - - - - _ FLAT CL'G OF TOILET ROOM EXTENDS BEYOND FACE OF BEAM PER PLAN RAKE WALL. 2x CL'G JSTS TOP PLATE 2x RFTRS PER PLAN BOT. OF BM HDR PER PLAN FIXED PANEL DOOR PANEL FIXED PANEL FLAT BEYOND CUT TAILS OR')ISTER SMALLER RAFTER S REQ'D DOOR TO PATIO FOR GUTTERS STEM 2411 BEYOND 9' 0" TALL GLASS WALL W/BARN DR IN 4'-0" CENTER BEYOND FINISHED SLAB 12'-0" FLAT SLAB @ REAR OF GARAGE CORNERS OF TOILET R� BEYONOD BEYOND DUANE'S GARAGE GARAGE SLAB SLOPES TO INTERIOR DRAINS. SLOPE HAS BEEN EXAGERATED FOR CLARITY. Y8" PER 12" SLOPE MIN. OH F U L L S E CT I O N SCALE: 8 =1'-o" BEAM PER PLAN BEAM PER PLAN EXERCISE RM SEE SEPARATE TYPICAL MUDSILL DTL FOR NOTES RAFTERS FOR OVERHANG LADDER FRAME BETWEEN CANT'D LSL'S @ EA. BM BOT. OF BM @ INSIDE FACE OF COL 0 a� BEAM PER PLAN TOP PLATE BOT. OF BM OPENING & BARN DR TO SHOP -OFFICE BEYOND 2'-0" 10'-0" SEE SEPARATE TYPICAL 16/2" EAVE DTL FOR NOTES L _ - -- TOP PLATE - BOTTOM STEEL BM BEYOND OF STEEL BM 3' 6" LOCATION OF WALL TO 2x CL'G JSTS. SET ON CA BE REFINED W/FINAL 2x PLATE ON TOP OF 2x6 PLATE ON BM WINDOW PACKAGE BM -TOP PLATE BEAM PER PLAN WINDOW BEYOND 0 30" SEE SEPARATE TYPICAL EAVE DTL FOR NOTES TOP OF R.O. UNDER DBL TOP PLATE e3° PIC CO ETE PATIO. SLAB OR VERS PER SPECS F-.[ L_ Tr SEE SEPARATE TYPICAL MUDSILL DTL FOR NOTES ROOF BEYOND SEE SEPARATE TYPICAL METAL ROOFING -� EAVE DTL FOR NOTES RAFTERS PER PLAN J DBL RAFTERS @ END RAKE WALL TO OF STEEL BMS UNDERSIDE OF - RAFTERS ABV STEEL BM IN FOREGROUND II 4'-0" 5'-0" II II II II II II II II II II p STEEL COLUMN IN FOREGROUND II II II II II II CORNER BEYOND II II I I I I I I I COLLECTOR IN LINE W/MSTR BATH & GUEST RM WALL LINE SEE EAV 0 STEEL BM BEYOND EXERCISE RM 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 TAPERED FOAM @ K":12" RUBBER ROOFING OVER 3/" ROOF SHT'G PER SPECS DOORTO MASTER BATH BEYOND FOAM @ 14" LSL FRAMING ADJACENT TO KITCHEN WALL BEYOND. UPPER ROOF BEYOND 2'-4" IF STEEL BM IN FOREGROUND I EXTENDS TO LAUNDRY RM WALL MONO PITCH GIRDER TRUSS CORNER OF MASTER CLOSET 2x CL'G JSTS 2x CL'G JSTS 11 BEYOND BEAM PER PLAN IN FOREGROUND HANGS TO SIDE OF GIRDER TRUSS ©PARTIAL SECTION SCALE: %" =1'-o" I I I I RAFTERS PER PLAN 30" A P.W. &TAPERED FOAM ABV CAR DECKING TOP PLATE 2x 12 SEE SEPARATE TYPICAL STEEL CHANNEL SITS RUBBER ROOFING PLATE ON BM 1 EAVE DTL FOR NOTES UNDER CHANNEL FASCIA PER SPECS L- - _ _ _ _ _ -1 OF MAIN ROOF TOP OF STEEL BEAM PER PLAN IN TOP PLATE - 2x CHANNEL BEYOND FOREGROUND PLATE ON BM ----------------------------------------------------- SEE ENLARGED DTL FOR NOTES CHANNEL MOUNTS TO WALL _ _ _ _ FRAMING ON TOP OF DOOR FRAME MAN DOOR GARAGE DOOR BEYOND BEYOND DOOR TO 2x6 T&G CAR DECKING SITS LAUNDRY RM ON BOT. FLANGE OF BEYOND CHANNEL SOFFIT OR EXPOSED DECKING PER SPECS I 0 o rn o GARAGE °° HALL COVERED ENTRY �STEELCOLUMN IN FOREGROUND I I 7'-3" SLAB DOES NOT SLOPE @ DOOR F - ENTRANCES FINISHED SLAB FINISHED SLAB GARAGE SLAB SLOPES TO INTERIOR CONCRETE PATIO. SLAB OR DRAINS. SLOPE HAS BEEN EXAGERATED PAVERS PER SPECS FOR CLARITY. %" PER 12" SLOPE MIN. SEE SEPARATE TYPICAL MUDSILL DTL FOR NOTES H 2 FULL SECTION SCALE: %" = V-0" OPARTIAL SECTION SCALE: %"=1'0" HALLWAY H 1 FULL SECTION SCALE: %" = V-0" STEEL CHANNEL SITS UNDER CHANNEL FASCIA OF MAIN ROOF CHANNEL MOUNTS TO WALL FRAMING ON TOP,OF DOOR FRAME LAUNDRY L- SEE SEPARATE TYPICAL MUDSILL DTL FOR NOTES 45" x 96" LAUNDRY RM ROUGH OPENING TO HALL BEYOND -GUTTER STOPS @ UPPER WALL BEYOND � 2x6 RAKE WALL ON TOP CLOSED CELL SPRAY FOAM INSULATION ON UNDERSIDE OF ROOF OF GIRDER TRUSS SHT'G. COMBINE W/BATT INSUL. FOR R-49 MIN. IN CAVITY. NO VENTILATION REQ'D ATTIC SPACES vIETAL ROOFING 71 6M 7-, ROOF TRUSSES PER PLAN TOP PLATE-� DOOR TO MASTER CLOSET ON OPPOSITE SIDE OF HALL BEYOND LAUNDRY RM 0 m 11101[►i:LIFT I fin" CFF UPOROTF TVPIf AI M CD O 00 G-) c"V N ¢(^ =a L0 Cr- N VLU M W LJJ � _j CV W z O O CANT STRIP & RUBBER r l o �" P.W. & TAPERED TOP OF STEEL ROFING PER SPECS & ROOFING CONTRACTOR 1x SHIM ON INSIDE FACE U Q �n FOAM ABV CAR CHANNEL BEYOND OF CHANNELTO SECURE DECKING RUBBER ROOFING RUBBER ROOFING SEE ENLARGED DTL FOR NOTES FASCIA. CONN. PER Cf) 0 PER / PER SPECS TAPERED FOAM SLOPES PLAN & ENG. DTLS LLB - TO SINGLE SCUPPER 2x6 T&G CAR DECKING SET ON = LIJ �" PLYWOOD OVER BOT. FLANGE OF CHANNEL. 2x6 T&G CAR DECKING SITS DECKING IF REQ D BY SECURE PER ENG. DTLS ON BOT. FLANGE OF FOAM SLOPES TO SINGLE ROOFING CONTRACTOR z CHANNEL SCUPPER -DOWNSPOUT SOFFIT OR EXPOSED DECKING LOCATION PER SPECS OR EXPOSED _SOFFIT DECKING PER SPECS STEEL COLUMN COVERED ENTRY BEYOND CONCRETE PATIO. SLAB OR PAVERS PER SPECS J 1 PARTIAL SECTION SCALE: 8 =1'-0" RESUB Aug 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS nATF• BY.. CITY ENGINEERING DIVISION DATE 5-5-23 DRAWN - REVISION REVISION REVISION A5.3 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-11401 -R401.3. CERTIFICATE (MANDATORY) A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS -FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL LIST "GAS -FIRED UNVENTED ROOM HEATER," "ELECTRIC FURNACE" OR "BASEBOARD ELECTRIC HEATER," AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR GAS -FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. BUILDING THERMAL ENVELOPE - R402 -R402.1.1 INSULATION AND FENESTRATION CRITERIA THE BUILDING THERMAL ENVELOPE SHALL 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 BYTHE 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 COMPONENTa CLIMATE ZONE 5 AND MARINE 4 FENESTRATION U-FACTORb 0.30 SKYLIGHT U-FACTOR 0.50 CEILING R-VALUEe 49 WOOD FRAME WALI!" R-VALUE 21 INT FLOOR R-VALUE 30 BELOW GRADE" h WALLR-VALUE I 10/15/211NT+TB SLAG" R-VALUE & DEPTH 1 10, 2FT FOR SI: 1 FOOT= 304.8 MM, Cl = CONTINUOUS INSULATION, INT= INTERMEDIATE FRAMING a R VALUES ARE MINIMUMS. U FACTORS AND SHGC ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE A101.4 SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. b THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. c "10/15/21.+5TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 ON THE CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF THE BASEMENT WALL. "10/15/21.+5TB" SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. "10/13" MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION 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. f R-7.5 CONTINUOUS INSULATION INSTALLED OVER AN EXISTING SLAB IS DEEMED TO BE EQUIVALENTTO THE REQUIRED PERIMETER SLAB INSULATION WHEN APPLIED TO EXISTING SLABS COMPLYING WITH SECTION R503.1.1. IF FOAM PLASTIC IS USED, IT SHALL MEETTHE REQUIREMENTS FOR THERMAL BARRIERS PROTECTING FOAM PLASTICS. s FOR LOG STRUCTURES DEVELOPED IN COMPLIANCE WITH STANDARD ICC 400, LOG WALLS SHALL MEETTHE REQUIREMENTS FOR CLIMATE ZONE 5 OF ICC 400. h INT. (INTERMEDIATE FRAMING) DENOTES FRAMING AND INSULATION AS DESCRIBED IN SECTION A103.2.2 INCLUDING STANDARD FRAMING 16" ON CENTER, 78 PERCENT OF THE WALL CAVITY INSULATED AND HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. 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 2.2 AIR LEAKAGE CONTROL & EFFICIENT VENTILATION 2.2: 1.0 COMPLIANCE IS BASED ON TABLE R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 2.0 AIR CHANGES PER HOUR MAX. @ 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1507.3 OF THE INTERNATIONAL RESIDENTIAL CODE OR SECTION 403.8 OF THE INTERNATIONAL MECHANICAL CODE SHALL BE MET WITH A HEAT RECOVERY VENTILATION SYSTEM WITH A MINIMUM SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.65. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SPECIFY THE MAXIMUM TESTED BUILDING AIR LEAKAGE AND SHALL SHOW THE HEAT RECOVERY VENTILATION SYSTEM. 3.6' HIGH EFFICIENCY HVAC EQUIPMENT 3.6: 2.0 DUCTLESS SPLIT SYSTEM HEAT PUMPS WITH NO ELECTRIC RESISTANCE HEATING IN THE PRIMARY LIVING AREAS. A DUCTLESS HEAT PUMP SYSTEM WITH A MINIMUM HSPF OF 10 SHALL BE SIZED AND INSTALLED TO PROVIDE HEATTO ENTIRE DWELLING UNIT ATTHE DESIGN OUTDOOR AIR TEMPERATURE. TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFYTHE 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 ATA 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: 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) 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. a v CONTINUOUS #4 BAR 5" BELOW TOP OF WALL 44 HORIZONTAL BAR @ 24" O.0 #4 BAR @ 48" O.C. WITH STANDARD HOOK. EXTEND TO 3" CLEAR FROM BOTTOM OF FTG ROTATE AS REQ'D TO MAINTAIN PROPER CONCRETE COVER DAMP PROOFING PER IRC R406 244 CONTIN. HORIZ. BAR 3" MIN. CLEAR FROM BOTTOM PT SILL PLATE, ANCHOR BOLTS & WASHERS PER ENGINEER FINISHED GRADE SLOPED FOR 6" FALL WITHIN 10' R PROVIDE SWALE a OR DRAIN. IMPERVIOUS SURFACE TO SLOP 2%AWAY FROM BUILDING c MIN la Y V a IF REQ'D. 4" TIGHTLINE TO o CONNECT DOWNSPOUTS z u TO APPROVED DISCHARGE. g SEPARATE FROM 00 m FOUNDATION DRAIN. �1 8" MIN. I IF REQ'D 4" DIAM. PERF. FOUNDATION el - [ L DRAIN IN WASHED GRAVEL & FILTER FABRIC. SEE FOUNDATION PLAN CONNECT TO APPROVED DISCHARGE TYPICAL STEM WALL DTL SCALE: 1" = V-0" M 0 00 (T) N N < =a L0 L N w M w w � Y C, rN N LL. z 0 0 PREFABRICATED ENGINEERED ROOF RAFTERS PER PLAN TRUSSES PER ROOF FRAMING PLAN COMPOSITION ROOFING COMPOSITION ROOFING OVER 30# FELT 2x VENT BLOCK. OVER 30# FELT %6" OSB ROOF SHT'G DIAM. HOLES COVERED 7/16" OSB ROOF SHT'G W�" CORROSION RESISTANT MESH WIND BAFFLE WITH 2x VENT BLOCK. 3-2" BIRDS MOUTH RAFTER TO 1" MIN. AIR SPACE DIAM. HOLES COVERED ��I� 12 MATCH TRUSS TAILS. g WlY," CORROSION PER SOLID BLK'G @ WALL LINE 12 PER RESISTANT MESH PLAN PLAN 4" CCX PLYWOOD 4" CCX PLYWOOD @ EAVES @EAVES F7QQBATT INSULATION PER ENERGY METAL GUTTERS BLOWN INSULATION NOTES WITH 1" MIN. AIR SPACE PER SPECS PER ENERGY NOTES METAL GUTTERS 5/" GWB OR SAG RESISTANT PER SPECS 4 GYPSUM BOARD PER PLAN �4"x 8 FASCIA 4PER PLAN " GWB OR SAG RESISTANT 4"x 8 FASCIA H1 OR H2.5 EA. TRUSS 4" GYPSUM BOARD TO TOP PLATES z SHEATHING & NAILING H10R H2.5 EA. TRUSS z SHEATHING & NAILING 2-26 TOP PLATE a PER SHEARWALL TO TOP PLATES a PER SHEARWALL HDR PER PLAN PLACED TIGHT w SCHEDULE 2-2x6 TOP PLATE w SCHEDULE UNDER DBL TOP PLATE. 2" R-10 SIDING PER HDR PER PLAN PLACEDTIGHT SIDING PER INSUL. @ 4x HDRS ELEVATION OVER UNDER DBLTOP PLATE. 2" R 10 ELEVATION OVER 2x6 STUDS @ 16" O.C. APPROVED WATER INSUL. @ 4x HDRS IKQ APPROVED WATER o RESISTANT BARRIER 2x6 STUDS @ 16" O.C. o RESISTANT BARRIER INSULATION PER o INSULATION PER %o ENERGY NOTES ENERGY NOTES 4" GYPSUM BOARD 4" GYPSUM BOARD W COMMON TRUSS TO WALL DTL RAFTER TO WALL DTL SCALE: 4" = V-0" SCALE: 4" = V-0" Q z SIDING PER SIDING PER 0 ELEVATION OVER ELEVATION OVER cV 0 APPROVED WATER APPROVED WATER �J 00� rn RESISTANT BARRIER RESISTANT BARRIER Q 2x4 STUDS @ 16" O.C. 2x6 2x6 STUDS @ 16" O.C. SHEATHING & NAILING STUDS IF NOTED ON PLANS SHEATHING & NAILING INSUL. PER ENERGY NOTES PER SHEARWALL PER SHEARWALL Z rn o SCHEDULE SCHEDULE 4 GYPSUM BOARD Q z 2x BASE PLATE 2x BASE PLATE 0 2-16d EA. STUD 2-16d EA. STUD �--LJ o PT SILL PLATE, ANCHOR BOLTS PT SILL PLATE, ANCHOR BOLTS w 34" CONC. SLAB OVER 4" BASE. & WASHERS PER ENGINEER & WASHERS PER ENGINEER FILL & COMPACT AS REQUIRED 3%" CONC. SLAB OVER 4" BASE. N FILL&COMPACTASREQUIRED 66 00 00 �J 2" RIGID FOAM R 10INSUL. ; •if .. SEE STEM z �l' SEE STEM z PER ENERGY NOTES. BEVEL -r WALL DTL '. II-r WALL DTL 00 : ; L: 00 FOAM FOR THERMAL BREAK 4 �. 4 IF REQ'D. 4" TIGHTLINE TO IF REQ'D. 4" TIGHTLINE TO Q CONNECT DOWNPOUTS. CONNECT DOWNPOUTS. SEPARATE FROM FOUND. DRAIN V4" DIAM. PERF. FOUNDATION SEPARATE FROM FOUND. DRAIN V4" DIAM. PERF. FOUNDATION DRAIN IN WASHED GRAVEL & DRAIN IN WASHED GRAVEL & FILTER FABRIC. CONNECT TO FILTER FABRIC. CONNECT TO APPROVED DISCHARGE APPROVED DISCHARGE SLAB FLOOR - STEM WALL DTL GARAGE - STEM WALL DTL SCALE: 4" = V-0" SCALE: 4" = V-0" RESUB Aug 04 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION DATE 5-5-23 DRAWN - REVISION REVISION REVISION A6