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APPROVED BLD PLN RESUB1 BLD2024-0148+Architectural_Plan+5.1.2024_4.17.41_PM+42318202018 Wosh�ngton State Energy Code Res,dentio� Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New b Additions (effective February 1, 2021) Each dwelling unit ih o nsiidentiol buildup shall comply with sufficient options from Table R406 2 (fuel normallzatan credos) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested budding air leakage, and show the qualifying ventilation system and Its control sequence of operation. 1 Small Owellilt� Unit: 3 credits Dwelling units less than 1,500 sf In conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than S00 sf of heated fbor area but less than 1,500 sf 2. Medium Dwellirt� Unit: 6 credits All dwelling units that are not Included In N1 or 113 3. l.argt Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned fbor area d Additions less than S00 sgwre feet; 1.5 credits All other additions shall meet 1 3 above Before selecting your credits on this Summary table, review the dstails m Table 106.3 (s�k familyl, on page 1 Summary of Table R106.2 Heating Fuel Normalitatlon Descriptions Credits -select ONE User Notes Options heating optKrn 1 ComtwsUon heating minimum NAEt;A 0 0 LI Heat pump 1 0 i Electric resistance heat only -furnace or tonal •1.0 ❑ 1 DHP with tonal electric resistance per option 3 4 0.5 rl S All other heating systems -1.0 1 Energy Gedlts -select ONE Energy CredR Option Descriptions energy option from each OptlOns category 1.1 EffKlent Building EnvebNr 0 5 U 1.2 EffKlent Budding Envelope 1 0 1.3 EffKlent Building Envelope 0 S U 1.1 EffKlent Building Envelope 1 0 I I 1.5 EffKlent Building Envelops 1 0 I - 1.6 Efficient Building Envelope 3 0 I 1 1.7 EffKlent Budding Envelope � 0 S (j 2.1 Air leakage Control and EffKlent Ventilation 0 S [� 2.2 Air Leakage Control and EffKlent Ventilation 1 0 I I 2.3 A+r leakage Control and EffKlent Ventilation 1 S Ll 2.1 Air leakage Control and EffKlent Ventilation � 2 D � 3.1' High EffKiency HVAC 1 0 1 3.2 High EffKiency HVAC 1 0 r-� 3.3' Nigh EffKiency HVAC 1 S � 3.1 High EffKiency HVAC 1 5 (� � . 3.5 High EffKiency HVAC 1 S ❑ 3.6' High EffKiency HVAC ❑ 2 0 ❑ 4.1 Migh EffKiency HVAC Distribution System 0 S ❑ 1.2 Migh EffKiency HVAC DlstribuUon System ❑ 1 0 ❑ ?018 Woshmgton State fr>Frgy Codle - Rssidtntiol Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New b Additions (effective F�lortlary t. 2021� Summary of Table R406.2 (cunt_) Energy Credits -select ONE Energy Credit Optan Descriptions (cons ► energy option from User Notes Options each category S.1' EffKlent Water Heaung 0.5 ❑ S.2 EffKlent Water Heating O.S ❑ 5.3 EffKlent water Heaung 1.0 _ 5.1 EffKlent Water Heating 1.S ❑ S.S EffKlent Water Heating 2.0 ❑ S.6 EffKlent Water Heaung 0 2.S ❑ 6.1` Renewable Electric Energy (3 credits ma>,; 1.0 Q 7.1 Applwnce Package O.S ❑ totol GedltY r % 5 0� F«T a. An alternative heating source sited at a max,mum of 0.5 W[sf (equrvakntf of nestled Aoor area or S00 W, Window. Skylight and Door Schedule A i►i��m>an..r r.,. , , r, �,,; . Width Height Ref U-facta� Ot Feet ,Ki, Feet �•�^ Area UA Exempt Swinging Door 1,14 sq. ft. max I Exempt Glazes Fenesuation tt5 sq. ft. max vertical F•n•strscbn (Windows and doors) Component l�+�r�o�ion Ref U•fac�r Kitchen: V Casertt�llt 0.30 l.aund :Vat Casefttettt 0.30 Bedroom: Casement 0.30 Bedroan: Fixed 0.30 Bath: Casettlertt 0.30 Bath: Casettlettt 0.30 Bedroan ti<2: Vn SMder 0.30 Bedr�ootn�3 : vet 0.30 Battx�oom: V Casemettt 0.30 Room: Y Frwtch Door 0.30 Otn Room: SNder 0.30 E Sidelites 0.30 Overhead Gla2inq (Skylights) Component Width Height O� Feet �• i• Feet ���©� i�©�©� ����©� i���©� ��©�©� ©�©� i����� '����� �©�©� ����� �I����� ©���� I-_■-■ --■-■ Sum Ol V©meal Fenestra�onAriea and UA VeRrcal Fenesrratron Arles Weighted U = UA/Ar�ea g• • � _� � � �_�_ �� wiint, Height ]' Feet �• � Feet Sum olOver��c��7 t,la2ingArea and UA Overhead Glazing Area Weighted U = UA.•Ariea Total Sum of Fenestration Area and UA �lor nearing system siring calculations) 11 111 11 111 Area UA 2a.o 7 20 9.0 2 TO 40.0 12 00 24.0 7 20 24.5 7 35 0.0 0 00 0.0 0 00 254.8 76 43 0 30 Araa IlA 11 11 111 11 111 11 111 11 111 11 111 4.0 2 00 �� 258.8 78 43 Alterations Worksheet - 2018 Washington State Energy Code F'rt�ject inl0rmatron (;ontact Intormatror The WSEC requlrements for alterations are located in Chapter 5 of the code text. Alterations (remodels) do not need to obtain energy credits from Table R406.3 Additions must meet the requlrements for new construction. This Includes noncondltloned space beI altered to become conditioned space. Will the wall cavities be exposed? X Yes r No If yes: Exposed wall cavities must be insulated - 2 X 4 wall studs require R-15 insulatlon 2 X 6 wall studs require R-21 Insulation WIII the roof ceiling framing cavities or attic be exposed? Yes X No If yes: Exposed roof,�celling assemblies must be Insulated - � Vaulted ceilings: Insulate to the full depth of the framing member Y while allowing for the minimum 1" ventilated spac� o Flat ceilings Install R-49 insulatlon or what the attic space can accommodate based on the roof pitch WIII the floor framing cavities be exposed? � Yes XNo If yes: Exposed floor cavities must be insulated to R-30 Are the windows and/or doors being replaced? X Yes No u�-hides both window or door and 6amesl If yes: New windows and doors must have an area weighted average U-factor of <_0 3C WIII the heating or cooling system be replaced? � Yes No If yes: New equipment must meet current requirements and ducts need to be tested Will the hot water system be altered? "XYes No If yes: New water heating equipment must meet current code requirements Are more than 50% of the light fixtures being changed? jl� Yes li yes: 90°/0 of all lamps must be high efficacy (LED or CFL) OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES A SEPARATE PLUMBING PERMIT IS REQUIRED. PLEASE OBTAIN A PLUMBING PERMIT FROM THE CITY OF EDMONDS 1 No APPROVED PLANS MUST BE ON JOB SITE APPROVED BY CITY OF EDMONDS BUILDING DIVISION May 28 2024 The construction project involves demolition of a significant portion of the existing structure. Structures that are demolished to the level that meets or exceeds 75% of the replacement cost of the structure will not be allowed by city code to be rebuilt except to full -on standards for new construction. Reference Edmonds Community Development Code section 19.00.045. Demolition of portions of the structure is limited to that clearly shown on the approved permit plans, and will be verified by the building inspector. i WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT TO BE ISSUED INTERCONNECTED SMOKE i ALARM AND CO DETECTORS THROUGHOUT THE DWELLING IS REQUIRED. REFER TO 2018 IRC R314 i ' AND 315 FOR MORE INFORMATION City Of Edmonds Building Department Work ADDITION /REMODEL Address 24109 102ND PL W Owner ' MCGLOCKLIN Approved Date 05/28/2024 Building Official �/I�L�,t,��� IC Permit Number BLD2024-0148 , 240th PI. SW 0 0 A V i 244th St. SW VI -� v Q 0 I a C o�' 1 240th PI. SW • 24109 102nd PI W ITY 244th St. SW TABLE OF CONTENTS O _O S D ►� COVER SHEET: P1 VICINITY MAP, PROJECT INFO., ENERGY WORKSHEETS P2 PLOT PLAN ARCHITECTURAL: Ai ELEVATIONS A2 iST FLOOR A2.1 EX. iST FLOOR PLAN A3 FOUNDATION A4 ROOF FRAMING A5 DETAILS A6 CROSS SECTION STRUCTURAL DRAWINGS: 51.1-2 STRUCTURAL PLAN PROTECT INF 24C 2L Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. APPROVED BY PLANNING May 10 2024 1. RICHMOND PARK HOMES NO 2 BLK 000 D-00-TR 9 2. PARCEL NUMBER 00555000000900 3. VICINITY MAP (SEE THIS PAGE). 4. REMODELADDITION: 24109102ND PL W. EDMONDS, WA. 98020 5. OWNER: STEVE MCGLOCKLIN 6. STRUCTURAL ENGINEER: JON CONNER PE, SE LAKEVIEW STRUCTURAL ENGINEERING. i8o2 AMANDA AVE GOLDBAR, WA. 206-914-9536• 7. 1ST FLOOR = EX. LIV: 1,172.92 SQ. FT., EX. GARAGAE 364.00 SQ.FT. PROPOSED LIVING ADDITION: 499.00 SQ. FT., PROPOSED PORCH: 32.00 SQ. FT. 9. WIND EXPOSURE B, SEISMIC ZONE D, SOIL: 2000PSF. 10.00CUPANCY: GROUP R, DIVISION 3. 11. GLAZING U VALUE VERTICAL = .30U VALUE OR BETTER, OVERHEAD UVALUE =.50, CEILING RVALUE=49, WALL RVALUE=21 FLOOR INSULATION R-30, SLAB RVALUE=R-10 MANUAL WINDOW VENTS W /EXHAUST FAN OR TIMER IN LAUNDRY ROOM 12. THIS BUILDING IS TYPE VB. R E S U B 13. COMPLY WITH IBC 2018', IRC 2018', IMC 2018', IFC 2018', UPC 2018, WSEC 2018. 14. ADDRESS NUMBERS (6" HEIGHT ON APPR. CONTRASTING BACKGROUND) 5/1/2024 SHALL BE POSTED PLAINLY VISIBLE &LEGIBLE FROM STREET OR ROAD FRONTING PROPERTY. 15. PROVIDE FIRE ESTINGUISHERS PER IFC STANDARD 10-1. CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N IGHT:430.43' ACTUAL HT: 416.16' �- z w U F1125T FLOO>z: 5 LAB: 405.00 SCALE: i/4" =i'-o" SCALE: i/4" =i'-o" SCALE: i/4" =i'-o" SCALE: i/4" =i'-o" I�� RESUB 5/1 /2024 jZQQjEFPN�'gH�DMONDS 2/��1���R�IF�Y EX. OVEKHANGS: 2'-0" FACIA: GABLES: 2X12 W/ 1X3 -.,����i�lll Illlli. �I • RECESSED LIGHTING TO BE IC RATED •MIN. HEADROOM CLEARANCE OF 7'-6" IS REQ'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LE55 THEN 5.7 50.FT. 2. A MIN. CLEAR HEIGHT OF 24" 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @FURNACE 6. ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 502.4.3 (WSEC) GARAGE NOTES (1HR CONSTRUCTION •5/8" GYP TYPE "X" SHEETROCK REO'D TO SEPARATE GARAGE FROM DWELLING •GAS VENTING IN UNCONDITIONED SPACE TO BE TYPE B OF L VENT MATERIAL • SOURCE OF IGNITION OF GAS APPLIANCES MUST BE RAISED A MIN. OF 18" ABOVE FINISHED FLOOR IN GARAGEIMC ADDITIONAL PLUMBING REQUIREMENT5: •MAIN BUILDING SHUT-OFF REO'D ON WATER SUPPLY LINE. •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REQ'D BY CITY CODE •EXPANSION TANK REO'D ON EA. HOT WATER TANK. •VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE OUTSIDE •HOT WATER HEATER MUST BE SEISMICALLY ANCHORED OR STRAPPED @POINTS WITHIN THE UPPER 1/3 & LOWER 1/3 OF ITS VERTICAL DIMENSION. @THE LOWER POINT, A MIN. DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •1" AIRGAP REQ'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED W/ FLOW CONTROL DEVICE TO LIMIT FLOW TO 3 GPM •HOSE BIBS (EXT. FAUCETS) ARE REQ'D TO HAVE A PERMANENTLY AFFIXED ANTI -SIPHON DEVICE INSTALLED • SOAKER &JETTED TUBS SHALL BE INSTALLED &SUPPORTED PER THE MANUFACTURER'S INSTALLATION SPECIFICATIONS GARAGE WALL. IBC. IRC R314.3 5MOKE DETECTORS REQUIRED THE ISSUANCE OF THIS PERMIT REQUIRES INNERCONNECTED SMOKE DETECTORS WITH BATTERY BACKUP IN THE FOLLOWING LOCATIONS: •IN EACH SLEEPING ROOM •OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS •ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. SYMBOL5 _ INDICATES 2X6 @ 16" O.C. STUD WALL W/ R-21 (EXT TYPE) � INDICATES EXISTING EX. WALL � INDICATES NEW 2X4 @ 16" O.C. INDICATES WALL TO BE REMOVED � INDICATES EX 2X4 @ 16" O.C. O 120V 5MK DET W/BATT BACKUP CARBON MONOXIDE DETECTOR PER IRC 315 �`X �i 22"X30" ATTIC ACCESS (30" MIN. �`� VERT. CLEAR. WEATHERSTRIP & INSUL. TO R-49 PER WSEC 502.1.4.4 • CFM FAN COMPLY WITH M1507, 2015 IRC RESUB .,. ,. ,_, 4/29/2024 SCALE: 1/4" =1'-0" EX. LIVING: 1,668.00 5Q. FT. DEVELOPMENT SERVICES DEPARTMENT �i • RECESSED LIGHTING TO BE IC RATED •MIN. HEADROOM CLEARANCE OF 7'-6" IS REQ'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LE55 THEN 5.7 50.FT. 2. A MIN. CLEAR HEIGHT OF 24" 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @FURNACE 6. ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 502.4.3 (WSEC) GARAGE NOTES (1HR CONSTRUCTION •5/8" GYP TYPE "X" SHEETROCK REO'D TO SEPARATE GARAGE FROM DWELLING •GAS VENTING IN UNCONDITIONED SPACE TO BE TYPE B OF L VENT MATERIAL • SOURCE OF IGNITION OF GAS APPLIANCES MUST BE RAISED A MIN. OF 18" ABOVE FINISHED FLOOR IN GARAGEIMC ADDITIONAL PLUMBING REQUIREMENT5: •MAIN BUILDING SHUT-OFF REO'D ON WATER SUPPLY LINE. •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REQ'D BY CITY CODE •EXPANSION TANK REO'D ON EA. HOT WATER TANK. •VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE OUTSIDE •HOT WATER HEATER MUST BE SEISMICALLY ANCHORED OR STRAPPED @POINTS WITHIN THE UPPER 1/3 & LOWER 1/3 OF ITS VERTICAL DIMENSION. @THE LOWER POINT, A MIN. DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •1" AIRGAP REQ'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED W/ FLOW CONTROL DEVICE TO LIMIT FLOW TO 3 GPM •HOSE BIBS (EXT. FAUCETS) ARE REQ'D TO HAVE A PERMANENTLY AFFIXED ANTI -SIPHON DEVICE INSTALLED • SOAKER &JETTED TUBS SHALL BE INSTALLED &SUPPORTED PER THE MANUFACTURER'S INSTALLATION SPECIFICATIONS GARAGE WALL. IBC. IRC R314.3 5MOKE DETECTORS REQUIRED THE ISSUANCE OF THIS PERMIT REQUIRES INNERCONNECTED SMOKE DETECTORS WITH BATTERY BACKUP IN THE FOLLOWING LOCATIONS: •IN EACH SLEEPING ROOM •OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS •ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. SYMBOL5 _ INDICATES 2X6 @ 16" O.C. STUD WALL W/ R-21 (EXT TYPE) � INDICATES EXISTING EX. WALL � INDICATES NEW 2X4 @ 16" O.C. INDICATES WALL TO BE REMOVED � INDICATES EX 2X4 @ 16" O.C. O 120V 5MK DET W/BATT BACKUP CARBON MONOXIDE DETECTOR PER IRC 315 �`X �i 22"X30" ATTIC ACCESS (30" MIN. �`� VERT. CLEAR. WEATHERSTRIP & INSUL. TO R-49 PER WSEC 502.1.4.4 • CFM FAN COMPLY WITH M1507, 2015 IRC RESUB 4/29/2024 SCALE: 1/4" = 1'-0" EX. LIVING:1,172.92 5Q. FT. CITY OF EDMONDS PROPOSED LIVING: 499.00 SQ. FT DEVELOPMENT SERVICES DEPARTMENT EXISTING GARAGE: 364.00 SQ. FT. PROPOSED PORCH: 32.00 SQ. FT. t` N REMOVE FOUNDATION #4X30" CONCRETE ANCHORS, EMBED 3" INTO EX FDN. LAP W/ NEW FDN RST. TYP STEM WALL AND SPREAD FTG fF't1�VV I.VNI.ICC I C /1Nl.l'"1VIC�, EMBED 3" INTO EX FDN. LAP W/ NEW FDN RST. TYP STEM WALL AND SPREAD FTG 6" STEM WALL, #4 @ 18" O.C. E.W., CENTERED IN WALL, ALTVERT HOOK IN FTG CRAWL SPACE VENTILATION CRAWL SPACE AREA = 400.00/150 = 2.66 SQ. FT REQ'D VENTING 2.66 X 144 = 384 5Q. FT. REQ'D PROVIDE (5) VENTS @ 87 SQ. IN. EA. = 435.00 SQ IN PROVIDED VENT SYMBOL - � VENTS LOCATED IN THE RIM PER IRC R408.2 •APPROVAL OF THIS FOUNDATION DESIGN IS CONDITIONAL SUBJECT TO INSPECTION OF EXISTING SITE CONDITIONS. 16"X8" SPREAD FTG (2) #4 CONT/ EQ SPCG, CENTERED I N FTG LSTH D8 1/2"HDG AB @ 60" O.C. FOR SILL PLATE ATTACHMENT. EMBED 6" INTO STEM WALL TYP A5 4X4 POST @ 6'-0" O.C. SIMP50N ABA44 POST BASE; SIMPSON BC4 POST CAP 51MP50N LSTHDB HOILD DOWN CAST W/STEMWALL, TYP OF 4 • RECESSED LIGHTING TO BE IC RATED •MIN. HEADROOM CLEARANCE OF 7'-6" IS REQ'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LE55 THEN 5.7 SO.FT. 2. A MIN. CLEAR HEIGHT OF 24" 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @FURNACE 6. ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 502.4.3 (WSEC) GARAGE NOTES (1HR CONSTRUCTION •5/8" GYP TYPE "X" SHEETROCK REO'D TO SEPARATE GARAGE FROM DWELLING •GA5 VENTING IN UNCONDITIONED SPACE TO BE TYPE B OF L VENT MATERIAL • SOURCE OF IGNITION OF GAS APPLIANCES MUST BE RAISED A MIN. OF 18" ABOVE FINISHED FLOOR IN GARAGEIMC ADDITIONAL PLUMBING REQUIREMENT5: •MAIN BUILDING SHUT-OFF REO'D ON WATER SUPPLY LINE. •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REQ'D BY CITY CODE •EXPANSION TANK REO'D ON EA. HOT WATER TANK. •VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE OUTSIDE •HOT WATER HEATER MUST BE SEISMICALLY ANCHORED OR STRAPPED @POINTS WITHIN THE UPPER 1/3 & LOWER 1/3 OF ITS VERTICAL DIMENSION. @THE LOWER POINT, A MIN. DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •1" AIRGAP REQ'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED W/ FLOW CONTROL DEVICE TO LIMIT FLOW TO 3 GPM •HOSE BIBS (EXT. FAUCETS) ARE REQ'D TO HAVE A PERMANENTLY AFFIXED ANTI-51PHON DEVICE INSTALLED • 50AKER &JETTED TUBS SHALL BE INSTALLED &SUPPORTED PER THE MANUFACTURER'S INSTALLATION SPECIFICATIONS GARAGE WALL. IBC. IRC R314.3 5MOKE DETECTORS REQUIRED THE ISSUANCE OF THIS PERMIT REQUIRES INNERCONNECTED SMOKE DETECTORS WITH BATTERY BACKUP IN THE FOLLOWING LOCATIONS: •IN EACH SLEEPING ROOM •OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS •ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. SYMBOL5 _ INDICATES 2X6 @ 16" O.C. STUD WALL W/ R-21 (EXT TYPE) � INDICATES EXISTING EX. WALL � INDICATES NEW 2X4 @ 16" O.C. INDICATES WALL TO BE REMOVED � INDICATES EX 2X4 @ 16" O.C. O 120V SMK DET W/BATT BACKUP CARBON MONOXIDE DETECTOR PER IRC 315 �`X �i 22"X30" ATTIC ACCESS (30" MIN. �`� VERT. CLEAR. WEATHERSTRIP & INSUL. TO R-49 PER WSEC 502.1.4.4 • CFM FAN COMPLY WITH M1507, 2015 IRC SHEAR WALL SCHEDULE: • 3/8" SHEATHING Gi�ADE PANELS • 8d NAILS Cc� 4" O.C. AT 1�ANEL EDGES •8d NAILS C� 12" O.C. FIELD •BLOCK ALL HORZ PANEL EDGES TYP ALL NEW EXTERIOR WALLS illll�,,, RESUB 5/1 /2024 4/29/2024 SCALE: 1/4" = 1'-0" t« ROOF VENTILATION CALCULATION 400.00 SQ. FT ROOF = 1.33 3.8 300 .35 3 = 2 VENTS REQ'D/NOTE: 50% OF VENTING SHALL OCCUR IN EAVES AS BIRD CLOCKING AF50 ROOF VENTS TO BE USED ROOF PITCH: 2/12 MAIN VERIFY EXISTING ROOF OVERHANG: SEE ROOF FRAMING PLAN DENOTES OVERFRAME W/ 2X6 NEW HOTWATE �N A34 @ 32" O.C., END TRUSS BOT TO TOP PLATE NTED EAVE EX.SHED ROOF T.B.R. • RECESSED LIGHTING TO BE IC RATED •MIN. HEADROOM CLEARANCE OF 7'-6" IS REQ'D IN ALL HABITAL SPACES, & 7'-0" IS REQ'D ELSEWHERE •PROVIDE ONE OPENABLE ESCAPE WINDOW IN BASEMENT & IN EACH SLEEPING ROOM MEETING ALL THE FOLLOWING REQUIREMENTS: 1. AN OPENABLE AREA OF NOT LE55 THEN 5.7 50.FT. 2. A MIN. CLEAR HEIGHT OF 24" 3. A MIN. CLEAR WIDTH OF 20" 4. FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. 5. ALL WINDOWS TO INCLUDE FRESH AIR VENTS OR METERED FRESH AIR SUPPLY @FURNACE 6. ALL WINDOWS &DOORS HAVING ACCESS TO EXTERIOR OR UNHEATED TO BE SEALED PER SEC. 502.4.3 (WSEC) GARAGE NOTES (1HR CONSTRUCTION •5/8" GYP TYPE "X" SHEETROCK REO'D TO SEPARATE GARAGE FROM DWELLING •GAS VENTING IN UNCONDITIONED SPACE TO BE TYPE B OF L VENT MATERIAL • SOURCE OF IGNITION OF GAS APPLIANCES MUST BE RAISED A MIN. OF 18" ABOVE FINISHED FLOOR IN GARAGEIMC ADDITIONAL PLUMBING REQUIREMENT5: •MAIN BUILDING SHUT-OFF REO'D ON WATER SUPPLY LINE. •PRESSURE REDUCTION VALVE ON MAIN WATER SUPPLY LINE REQ'D BY CITY CODE •EXPANSION TANK REO'D ON EA. HOT WATER TANK. •VENT HOT WATER TANK RELIEF VALVE DIRECTLY TO THE OUTSIDE •HOT WATER HEATER MUST BE SEISMICALLY ANCHORED OR STRAPPED @POINTS WITHIN THE UPPER 1/3 & LOWER 1/3 OF ITS VERTICAL DIMENSION. @THE LOWER POINT, A MIN. DISTANCE OF 4" MUST BE MAINTAINED ABOVE THE CONTROLS W/ THE STRAPPING •1" AIRGAP REQ'D ON DISHWAHSHER •ALL SHOWERS HEADS TO BE EQUIPPED W/ FLOW CONTROL DEVICE TO LIMIT FLOW TO 3 GPM •HOSE BIBS (EXT. FAUCETS) ARE REQ'D TO HAVE A PERMANENTLY AFFIXED ANTI -SIPHON DEVICE INSTALLED • SOAKER &JETTED TUBS SHALL BE INSTALLED &SUPPORTED PER THE MANUFACTURER'S INSTALLATION SPECIFICATIONS GARAGE WALL. IBC. IRC R314.3 5MOKE DETECTORS REQUIRED THE ISSUANCE OF THIS PERMIT REQUIRES INNERCONNECTED SMOKE DETECTORS WITH BATTERY BACKUP IN THE FOLLOWING LOCATIONS: •IN EACH SLEEPING ROOM •OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS •ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. SYMBOL5 _ INDICATES 2X6 @ 16" O.C. STUD WALL W/ R-21 (EXT TYPE) � INDICATES EXISTING EX. WALL � INDICATES NEW 2X4 @ 16" O.C. INDICATES WALL TO BE REMOVED � INDICATES EX 2X4 @ 16" O.C. O 120V 5MK DET W/BATT BACKUP CARBON MONOXIDE DETECTOR PER IRC 315 �`X �i 22"X30" ATTIC ACCESS (30" MIN. �`� VERT. CLEAR. WEATHERSTRIP & INSUL. TO R-49 PER WSEC 502.1.4.4 • CFM FAN COMPLY WITH M1507, 2015 IRC 1ZOOF DIA1'HIZAGM SCHEDULE: • 7/10" SHEATHING G12ADE PANELS • 8d NAILS Cc� G" O.C. OVE12 EXT WALL FLOCKING AND AT SU1�1�012TED 1�ANEL EDGES •8d NP,ILS C� 12" O.C. FIELD illll�,,, RESUB 5/1 /2024 ROOF FRAMING S VIC s`°T SCALE: 1/4" =1'-0" 4/29/2024 TYPICAL ROOF CONSTRUCTION COMPOSITION ROOFING IN ACCORDANCE WITH IBC TABLE 1505.1,15 LB FELT 7/16" 05B ROOF DIAf HRAGM, U.N.O. 2X ENGINEERED TRUSS 8d @ 6" O.C. 2X SOLID BLKG. W/ V�ENT� HOLES AS REQ. FOR NAILING REFER TO SHEAR WALL SCHED. BLOW ATTIC INSULATION R - 49 FLAME SPREAD NOT TO EXCEED 25 AND SMOKE DENSITY NOT TO EXCEED 450 IN ATTIC USE APPROVED fNSULATION BAFFLE W/ 1" MIN. AIRSPACE ABOVE INSULATON H-1 OR EQUAL @ EACH TRU55 PER SHEARWALL SCHD. 5/8" GWB (2) 2X6 TOP PL R-21 TRUSS @EXT. WALL TYP. �_ � - � ' . /�' • �� ,1 ' / JAMB WINDOW NAIL FLANGE �ii� aivuvv PER ('LAN (10)15# FELT (9) HEAD FLASHING Z METAL @ EXPOSED WINDOW (4) 4" MIN MOISTOP SELF -HEAL PAPER OR EQUAL SHEATHING (2) WINDOW FRAME (3) MOISTOP STICKY SELF -HEAL OR EQUAL BUTTED TO WINDOW AND 6" MIN OVER WINDOW FASTNERS (7) 15# FELT (8) TRIM (11) SIDING PER PLAN (18) GAULK TOP EDGE LOWER FELT SILL i i (1) 30# FELT PAPER, WRAP i _ i LAP UNDER WINDOW BEFORE ____ �____� __ i -'i __ __ WINDOW INSTALLATION. (5) 30# FELT (6) 4" TAPE SEAL OVER FLANGE BUT NOT UNDER JAMB FELT (11) SIDING PER PLAN TYP. EXPLODED c WINDOW FLASHING NUMBERS INDICATE ORDER OF APPLICATION N.S. SIDING -REFER TO EXT. ELEVS. 15# BLDG. PAPER 1/2" OSB FOR NAILING REFER TO SHEAR WALL SCHED. RIM J015T DAMPPROOF'G, CONT. ►. PER PLAN 1/2" GYP BD. 2X6 STUDS @ 16" O.C. 3/4 T&G 05B SUBFLOOR. NAILED &GLUED R-21 INSUL. R-38 I N 5 U L. FLR. JOISTS -REFER TO FRAMING PLAN PER SHEAR WALL SC�ED. #4 BAR, CONT. (2) EA #4 VERT. BAR @ 18" O.C. 6 MIL VAPOR BARRIER X Q 2X6 OR 2X4 FRAMING @ 16" o.c. R21 INSULATION IN EXTERIOR WALL 5/8" TYPE "X" GYPSUM WALLBOARD GA FILE # WP 3605 STC 30-34 1 HOUR F.R. GYPSUM WALLBOARD, WOOD STUDS ONE LAYER 5/8" TYPE X PLAIN OR PREDECORATED GYPSUM WALLBOARD, WATER RESISTANT BACKER BOARD OR VENEER BASE APPLIED PARALLEL WITH OR AT RIGHT ANGLES TO EACH SIDE OF A 2X4 WOOD STUDS 16" o.c.W/ 6d COATED NAILS. 1-7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" o.c. JOINTS OF SQUARE EDGE, BEVEL EDGE OR PREDECORATED WALLBOARD MAY BE LEFT EXPOSED. STAGGER JOINTS EACH SIDE. (LOAD -BEARING) GARAGE WALL FIRE SEPERATION RESUB 5/1 /2024 4/29/2024 SCALE: 3/4" = 1' - 0" CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MANUFACTURED ROOF TRUSSES R-49 INSULATION IN ATTIC R-21 INSULATION@ EXTERIOR NEW WARM WALLS R-15 INSULATION @ EXTERIOR 2X4 EX. WALLS PRIMARY BEDROOM WIC THAT HAVE BEEN EXPOSED R-30 INSULATION @ NEW FLOORS ���° w s �C��, p `�� c � ,., �� ��,� 44672 _ct44��� ���, cTURaL ECG Gt� `sSIONAL �� 4/29/2024 SCALE: i/4" =i'-o" Z J � � U W � O � J O 0 •• � o J O � h--I Z '� H N� Qr' O N U oz � �� � N p W 12.29.23 REVISIONS: 4.29.24 PRINTED 4.29.24 RESUB 5/1 /2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT GENERAL STRUCTURAL NOTES 300 TYP. DESIGN CRITERIA - 2018 INTERNATIONAL RESIDENTIAL CODE WITH WASHINGTON STATE AMENDMENTS - RISK CATEGORY II -CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT GEOTECHNICAL PARAMETERS: MINIMUM FROST DEPTH: MAXIMUM NET BEARING: SEISMIC DESIGN DATA: RISK CATEGORY: SEISMIC IMPORTANCE FACTOR le: MAPPED SPECTRAL RESPONSE ACCELERATION SITE CLASS: DESIGN SPECTRAL RESPONSE ACCELERATION: SEISMIC DESIGN CATEGORY: SEISMIC FORCE RESISTING SYSTEM: DESIGN BASE SHEAR: SEISMIC RESPONSE COEFFICIENT: RESPONSE MODIFICATION COEFFICIENT: ANALYSIS PROCEDURE USED: 18" 1,500 PSF STATIC (ASSUMED) I I 1.0 S 1: 0.449 g D (DEFAULT) SDS: 1.024 g Ss: 1.28 g SD1: 0.554 g D LIGHT FRAMED WOOD SHEAR WALLS 9,167 LBS 0.158 6.5 EQUIVALENT LATERAL FORCE WIND DESIGN DATA: ULTIMATE DESIGN WIND SPEED: 110 MPH RISK CATEGORY: II EXPOSURE: B SNOW DESIGN DATA: GROUND SNOW LOAD: 25 PSF SLOPED ROOF SNOW LOAD: 25 PSF UNBALANCED ROOF SNOW LOAD: n/a PSF SNOW DRIFT n/a PSF SNOW EXPOSURE FACTOR Ce: 1.0 IMPORTANCE FACTOR, Is: 1.0 THERMAL FACTOR, Ct: OTHER DESIGN VALUES USED: TRUSSES FRAMING LUMBER STRUCTURAL LUMBER GLULAM LIVE LOADS: ROOF FLOOR DECKS CRITERIA: PER TRUSS MANUFACTURER STUDS: HEM FIR DOUG FIR LARCH #2 24F-V4 DF/DF 20 PSF 40 PSF 60 PSF ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018 EDITION) SPECIAL INSPECTIONS, TESTS, AND OBSERVATIONS: -BUILDING OFFICIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH IBC SECTION 110: - STRUCTURAL OBSERVATIONS, WHEN REQUIRED BY THE PROVISIONS OF IBC CHAPTER 17, THE OWNER OR OWNER'S AUTHORIZED AGENT SHALL EMPLOY THE FOR TO PERFORM STRUCTURAL OBSERVATIONS. STRUCTURAL OBSERVATIONS DO NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR BUILDING DEPARTMENT INSPECTIONS OR THIRD PARTY SPECIAL INSPECTIONS, OR ANY OTHER INSPECTIONS REQUIRED BY CODE. GENERAL: LINES SHOWN ON DRAWINGS MAY BE ASSOCIATED WITH CAD MODELING AND MAY NOT REPRESENT REQUIRED OR ALLOWED JOINTS. SEE DETAILS FOR CLARIFICATION ON REQUIRED AND ALLOWED JOINTS. ALL FASTENERS INSTALLED IN TREATED LUMBER SHALL BE HOT -DIP GALVANIZED. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCH DRAWINGS, DO NOT SCALE PLANS COORDINATE CURBS AND ELECTRICAL &MECHANICAL FLOOR OPENINGS AND PENETRATIONS WITH ARCHITECTURAL DRAWINGS MOISTURE PROOF ALL BELOW GRADE WALLS PER ARCH SPECIFICATIONS VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH FLOORS TO FTG ALL EXTERIOR WALLS TO BE 2X6 @ 16" O.C., TYP UNO. ALL INTERIOR BEARING AND SHEAR WALLS TO BE 2X4 @ 16" O.C. UNO. DEFERRED SUBMITTALS: ALL PRE-ENGINEERED, PRE -FABRICATED, AND PRE -MANUFACTURED PRODUCTS DESIGNED BY OTHERS SHALL BE DESIGNED FOR ALL APPLICABLE LOADING AND DEFLECTIONS OUTLINED ABOVE. DESIGN SHALL CONFORM TO THE PROJECT DRAWINGS, REFERENCE STANDARDS, AND THE GOVERNING CODE. DRAWINGS, CALCULATIONS, AND PRODUCT DATA FOR THE DESIGN AND FABRICATIONS OF DEFERRED SUBMITTAL ITEMS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON WHO IS RESPONSIBLE FOR THE DESIGN OF THE ITEMS. DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE ARCHITECT/EOR AND BUILDING AND BUILDING DEPARTMENT AS REQUIRED FOR REVIEW PRIOR TO FABRICATION. FOR REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CRITERIA AND PROJECT DRAWINGS. ALL NECESSARY HARDWARE, ANCHORAGE, AND BRACING SPECIFICATION SHALL BE FURNISHED BY THE MANUFACTURER. THE DESIGN AND CONNECTION TO THE PRIMARY STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER IN CHARGE OF THE DEFERRED SUBMITTAL ITEMS. SUBMITTAL DOCUMENTS FOR THE FOLLOWING COMPONENTS AND SYSTEMS ARE REQUIRED TO BE REVIEWED AND APPROVED BY THE ENGINEER -OF -RECORD (EOR) IN ACCORDANCE WITH IBC SECTION 107.3. THE SUBMITTALS SHALL BE PREPARED BY A PROFESSIONAL ENGINEERS) LICENSED IN THE STATE OF WASHINGTON. THE FOR SHALL PERFORMA COMPREHENSIVE REVIEW FOR CONFORMANCE WITH THE APPROVED CONSTRUCTION DRAWINGS AND THE REFERENCED BUILDING CODES. THE FOR SHALL MARK THE SUBMITTALS AS APPROVED FOR CONSTRUCTION PRIOR TO FABRICATION AND ERECTION BY THE MANUFACTURER(S)AND CONTRACTOR(S). - PRE -MANUFACTURED ROOF TRUSSES REINFORCED CONCRETE: 1. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-99 AND 318-14. LAP ALL REINFORCEMENTS IN ACCORDANCE WITH THE "REINFORCING SPLICE AND DEVELOPMENT LENGTH SCHEDULE" -SEE THIS SHEET. PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. 2. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 3. CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED: 3.1. FOOTINGS AND OTHER UNIFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ............................... 3" 3.2. FORMED SURFACES EXPOSED TO EARTH (WALLS BELOW GRADE), WATER OR WEATHER (#6 BARS OR SMALLER) ........................ 2" ABBREVIATIONS: AL -ALUMINUM CHK-CHECKERED CL -CENTERLINE CLR -CLEAR EA -EACH EF -EACH FACE FB -FLAT BAR GALV -GALVANIZED HORZ -HORIZONTAL LLV -LONG LEG VERT O.C. - ON CENTER PL -PLATE RB -ROUND BAR RST - REINF. STEEL SST -STAINLESS STEEL T&B -TOP &BOTTOM VERT -VERTICAL PJF - PREMOLDED JOINT FILLER FRAMING NOTES: REINFORCEMENT SPLICE AND DEVELOPMENT SCHEDULE Ld, MINIMUM STRAIGHT MINIMUM LAP DEVELOPMENT LENGTHS SPLICE LENGTHS BAR MINIMUM TOP BARS OTHERWISE CLASS A CLASS B #3 19" 25" 29" Ld 1.3xLd #4 24" 32" 36" Ld 1.3xLd #5 29" 38" 43" Ld 1.3xLd #6 42" 55" 63" Ld 1.3xLd "MINIMUM" IF: MIN COVER OF ONE BAR 0 AND MIN SPACING OF TWO BAR DIAMETERS MIN COVER ONE 0, MIN SPACING OF ONE BAR 0, AND TIES OR STIRRUPS LESS THAN 12" OF FRESH CONCRETE BELOW HORIZONTAL BARS "TOP BARS" IF: MEETS CRITERIA FOR MIN EXCEPT 12" OR MORE FRESH CONC BELOW "OTHERWISE" IF: DOES NOT MEET REQUIREMENTS FOR MIN DEVELOPMENT LENGTH "CLASS A" IF: ONLY HALF OF BARS LAPPED AT ONE LOCATION AND TWICE THE REINFORCING FOR TENSION IS PROVIDED "CLASS B" IF: LAP SPLICES DO NOT MEET CLASS A REQUIREMENTS • -ALL FRAMING MEMBERS AND BLOCKING SHALL BE 2" NOMINAL OR GREATER. ALL JOINTS IN SHEATHING SHALL OCCUR OVER AND BE FASTENED TO COMMON FRAMING MEMBERS OR COMMON BLOCKING. • FOR BUNDLED END STUDS, STITCH NAIL TOGETHER WITH FASTENER DIAMETER AND SPACING TO MATCH THE BOTTOM PLATE NAILING TO RIM. • ALL NAILS ARE COMMON, UNLESS NOTED OTHERWISE. NAILS SHALL BE DRIVEN WITH THE HEAD OF THE NAIL FLUSH WITH THE SURFACE OF THE SHEATHING. OTHER APPROVED FASTENERS SHALL BE DRIVEN AS REQUIRED FOR PROPER INSTALLATION OF THE FASTENER. • FOUNDATION ANCHOR BOLTS SHALL HAVE A GALVANIZED STEEL PLATE WASHER UNDER EACH NUT NOT LESS THAN 0.229"x3"x3" IN SIZE. PROVIDE A MINIMUM 6" ANCHOR BOLT EMBEDMENT INTO THE FOUNDATION. PROVIDE AN ANCHOR BOLT AT EACH END OF EACH SILL PLATE WITH AN END DISTANCE OF 6". • ALL SHEAR WALL PANELS SHALL NOT BE LESS THAN 4'X8', EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. • NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE PANEL EDGES. REFERENCE SCHEDULE ABOVE AND PLAN FOR EDGE NAIL SPACING. NAILS AT THE INTERMEDIATE FRAMING MEMBERS SHALL BE THE SAME SIZE AS NAILS SPECIFIED FOR THE PANEL EDGE NAILING. THE MAXIMUM NAIL SPACING AT INTERMEDIATE FRAMING MEMBERS IS 12" OC. THE MAXIMUM STUD SPACING IS 16" OC. • ALL FRAMING CLIPS AND HARDWARE MUST BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO OBTAIN THE MAXIMUM HARDWARE CAPACITY. • EDGE NAILING IS REQUIRED IN ALL HOEDOWN POSTS. EDGE NAILING IS REQUIRED TO EACH STUD USED IN BUILT UP HOEDOWN POSTS. • NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. • PROVIDE HOT DIPPED GALVANIZED NAILS AND FRAMING CLIPS AT PRESSURE TREATED LUMBER • TYPICAL TOP PLATE SPLICE: PROVIDE 48" LAP W/ 16d NAILS @ 6" O.C. STAGGERED • SUPPORT ALL BEAMS WITH (2) 2X STUDS MINIMUM, UNO. • ALL DUCTS, CHASES, PIPE, AND CONDUIT OPENINGS SHALL BE PER ARCHITECTURAL, MECHANICAL, PLUMBING, &ELECTRICAL DRAWINGS. CONTACT FOR FOR APPROVAL OF ANY OPENING IN FLOOR SHEATHING OR FRAMING MEMBERS NOT SHOWN IN THE STRUCTURAL DRAWINGS. REFER TO [SHEET] FOR ACCEPTABLE OPENINGS IN FRAMING • FULLY BLOCK FLOOR CAVITY AT ALL POINT LOADS. VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH FLOORS TO THE FOUNDATION FASTENING SCHEDULE (IRC R602.3(1)) BUILDING ELEMENTS FASTENER TYPE & CITY SPACING &LOCATION ROOF SCHEDULE 1.BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE (3) 8d COMMON (2 2" X 0.131") TOE NAIL 2. CEILING JOISTS TO TOP PLATE (3) 8d COMMON (2 2" X 0.131") PER JOIST, TOE NAIL 3. CEILING JOISTS NOT ATTACHED TO PARALLEL, LAPS OVER PARTITIONS (3) 16d COMMON (3 2" X 0.162") FACE NAIL 5. RAFTER OR ROOF TRUSS TO TOP PLATE (3) 16d BOX (3 2" X 0.135") (2) TOE NAILS ON ONE SIDE, 1 TOE NAIL ON OPPOSITE SIDE 6. ROOF RAFTERS TO RIDGE, VALLEY/HIP RAFTER/ROOF RAFTER TO RIDGE BEAM (4) 16d BOX (3 2" X 0.135") TOE NAIL (3) 16d BOX (3 2" X 0.135") END NAIL WALL SCHEDULE 7. STU D TO STUD 10d BOX (3" X 0.128") 16" O.C. FACE NAI L 8. BUILT UP HEADER (2" TO 2" HEADER W/ SPACER) 16d BOX (3 2" X 0.135") 12" O.0 EACH EDGE FACE NAIL 9. CONTINUOUS HEADER TO STUD (4) 8d COMMON (2 2" X 0.131") TOE NAIL 10. TOP PLATE TO TOP PLATE 10d BOX (3" X 0.128") 12" O.C. FACE NAIL 11. DOUBLE TOP PLATE SPLICE (12) 10d BOX (3" X 0.128") FACE NAIL, EA SIDE OF JOINT (24" SPLICE) 12. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST, OR BLOCKING 16d BOX (3 2" X 0.135") 12" O.C. FACE NAIL 13. TOP/BOT PLATE TO STUD (4) 8d COMMON (2 2" X 0.131") TOE NAIL (3) 10d BOX (3" X 0.128") END NAIL 14. TOP PLATES, LAPS AT CORNERS/INTERSECTIONS �� �� (3) 10d BOX (3 X 0.128 ) FACE NAIL FLOOR SCHEDULE 15. JOIST TO SILL, TOP PLATE OR GIRDER (3) 8d COMMON (2 2" X 0.131") TOE NAIL 16. RIM /BAND JOIST OR BLOCKING TO SILL/TOP PLATE gd COMMON (2 2" X 0.131") 6" O.C. TOE NAIL 17. LEDGER SUPPORTING JOISTS OR RAFTERS (4) 16d BOX (3 2" X 0.135") EA JOIST/RAFTER, FACE NAIL 18. BRIDGING OR BLOCKING TO JOIST (2) 8d COMMON (2 2" X 0.131") EA END, TOE NAIL 18. SHEAR WALLS PER PLANS PER PLANS 19. ROOF &FLOOR DIAPHRAGMS PER PLANS PER PLANS RESUB 5/1 /2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT �SNA��� �P of wAsNj� < � G � ,��' �, � A s� �� � � �,� 44672 ���' w� ��'�, �TURA L E�G� �1� �`��ONAL E1`1 4/29/2024 STD. HOOK, TYP. � z"x3"x3" PLATE D o D WASHER, TYP EA � ANCHOR BOLT � TYP WALL RST Z" PJF D MIN LAP #4 @ 16" O.C., E.W., 4�� NOTE: MIN LAP THE SIZE AND SPACING OF TYPICAL CORNER CENTERED IN SLAB � Q REINFORCING SHALL MATCH THE SIZE AND SPACING � o OF THE HORIZONTAL WALL REINFORCING UNLESS OTHERWISE CALLED OUT. WHERE PERPENDICULAR � UNDER SLAB INSULATION �r°°°°°°°°°°° °°°°°°°°°°°°°°°°°°°°°°°°°-- (IF REQ'D) PER ARCH WALLS HAVE DIFFERENT HORIZONTAL WALL REINFORCING, PROVIDE CORNER BARS TO MATCH MIN 2" CSBC LAYER THE HORIZONTAL WALL REINFORCING WITH THE COMPACTED TO FIRM AND ////� GREATEST AREA OF STEEL. UNYIELDING CONDITION ��%��\ � o / // // /� /� �. �t3� � TYP WALL RST CAST -IN -PLACE _ CONCRETE WALL CONCRETE WALL INTERSECTION /CORNER 1" = 1'-p„ ROOFING PER ARCH ROOF SHEATHING DIAPHRAGM EDGE NAILING OVER BLOCKING, TYP FULL DEPTH VENTED EAVE BLOCKING MAX (3) 2" O HOLES PER FULL LENGTH BLOCK HOLD DOWN ANCHOR PER PLAN FASCIA PER ARCH (INT OR EXT) 2x NAILER SHEAR WALL PER PLAN (4) 16d NAILS, EA JOIST TO STUD SIMPSON TURBO 4"X2- 1 PT SILL EXISTING SL„U GARAGE PONY WALL 604 1" = 1'-0'> TYP 301 TYP TRUSS PER PLAN. SEE ARCH FOR CONFIGURATION DOUBLE TOP PLATE WALL/TRUSS CONNECTION 601 TYP JOISTS PER PLAN APPROX CUT SLOPE SHEAR WALL ABOVE - PT SILL PLATE _ HDG ANCHOR BOLT PER PLAN CENTERED IN STEM WALL 6" STEM WALL (MIN) 8" THICK FTG. WIDTH PER PLAN " � ` "" " "� ` ' � � #4 VERTS @ 18" O.C., UNDISTURBED E.W., ALT HOOKS (2) #4 HORZ NATIVE CENTERED IN FTG WALL FOOTING W/SLAB 302 TYP 1" = 1'-0" 2X BRACE @ 48" O.C. ORIENTED APPROX 45°. SIMPSON A34 MIN (6) 16d NAILS TO BLOCKING EA END 2X BLOCKING 48" O.C. FOR BRACE ATTACHMENT TRUSS 2x BLOCKING @ 24" FULL DEPTH BLOCKING SIMPSON ITS HANGER, MIN G90 GALVANZIED, TYP (2) LAYERS 40# BLDG PAPER BETWEEN BLK & CONCRETE, TYP LOOR SHTG PER PLAN FLOOR JOISTS PER PLAN ROOFING SYSTEM PER ARCH HOLD DOWN PER PLAN 24" MAX. OVERHANG, PER PLAN 2x OUTLOOKERS AT 24" O.C. GABLE END TRUSS SIMPSON A34, BRACE TO TOP PLATE SIDING PER ARCH GABLE END SECTION 602 = I — u TYP SHEAR WALL ABOVE z"x3"x3" PLATE WASHER, TYP EA ANCHOR BOLT - PT SILL PLATE _ HDG ANCHOR BOLT PER PLAN CENTERED IN STEM WALL 6" STEM WALL �, (MIN) 8" THICK FTG. WIDTH � PER PLAN \�\ �\ / /\� � \/\�����\\ , �\ #4 VERTS @ 18" O.C., UNDISTURBED ALT HOOKS NATIVE (2) #4 HORZ CENTERED IN FTG CRAWLSPACE W/JOISTS PERPENDICULAR 303 HEADER PER GVVULL JI'1Vf\ V I VU TABLE SIMPSON ITS HANGER, MIN G90 GALVANZIED, TYP (2) LAYERS 40# BLDG PAPER BETWEEN BLK & CONCRETE, TYP BLOCKING @ 48" W/ DIAPHRAGM EDGE NAILING FLOOR SHTG PER PLAN SHEAR WALL ABOVE z"x3"x3" PLATE � WASHER, TYP EA ANCHOR BOLT � PT SILL PLATE HDG ANCHOR BOLT PER PLAN � CENTERED IN STEM WALL \� \� �. \/�//�� 6" STEM WALL FLOOR JOISTS �\/ �/\ PER PLAN /�//�\//� ; MIN 8" THICK D � / PER PLAN . � //\��� `\ �� `\ `� ` #4 VERTS @ 18" O.C., UNDISTURBED E.W., ALT HOOKS NATIVE (2) #4 HORZ CENTERED IN FTG CRAWLSPACE W/JOISTS PARALLEL 304 TYP WALL ABOVE FLOOR SHEATHING PER PLAN RIM JOIST )OUBLE TOP PL. SEE SPLICE DETAIL 6d NAILS EA �, TYP 1D WALL �MING PER PLAN MAX HEADER SPAN MINIMUM NUMBER OF FULL HEIGHT STUDS AT EACH END OF HEADERS 4'-0" 1 6'-0" 2 8'-0" 2 10'-0" 3 12'-0" 3 14'-0" 3 16'-0" 4 18'-0" 4 HEADER FRAMING 603 1" = 1'-0'> TYP RESUB 5/1 /2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 4/29/2024 �