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APPROVED BLD RESUB 2-BLD2023-1095+Architectural_Plan+8.23.2024_10.21.19_AM+4458886LEFT ELEVATION SCALE: 1 /4"=1'-0" �I I❑ REAR ELEVATION SCALE: 1/4"=1'-0" EXISTING • 1 1 OBTAIN A SEPARATE •. PLUMBING PERMIT FROM THE CITY OF •. EDMONDS. 1 • 1 1 '. OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & '. • 1 •. INDUSTRIES 1 • 1 � � �v� �� �`� v i� � �v� � SCALE: 1 /4"=1'-0" ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE City Of Edmonds Building Department Work ADDITION ...................................................................... --------------------------------------------------------------- Address 19803 81 ST PL W Owner RUST Approved Date 10/09/2024 ......................................... �. Building Official Permit Number RIGHT ELEVATION SCALE: 1 /4"=1'-0" BLD2023-1095 1 WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT 1 TO BE ISSUED INTERCONNECTED SMOKE ALARM AND CO j 1 DETECTORS THROUGHOUT THE DWELLING IS REQUIRED. i REFER TO 2018 IRC R314 AND 315 FOR MORE 1 INFORMATION. i RES U B Aug 23 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT .3P'"" a. N N •• N W 0\0 Q 0 to � C� W w � U�o z J � � � Q ��� Q � W� � 00 Cn U �o�z � �rn� O o � w W W J m O U z � 0 0 � _ wow � O � ti i � Q o W Y ti LL UoJ z `� O m J � � W W Q U � � Q Y U z Qua z �, � �� ��a 0 �� a CONC. WALKWAY BASMENT FLOOR PLAN SCALE: 1 /4"=1'-0" EXISTING UPPER FLOOR PLAN SCALE: 1 /4"=1'-0" RES U B Aug 23 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ,,, s+, ,x3 ��t N N N �i wN Q O C� W w � U�o z J � � � Q ��� Q � W� � 00 Cn U �o�z � �rn� O o � w W 0 U w z � O O c� _ wow 0 0 � ,� Qow Y�� UoJ z `� O m J � �, w w Q U � � Q Y U z Zw Ow - / O 2 W W� Zw J HEIGHT CALCS SIDE EX. ELEV A 380.2 B 382.7 C 383.3 D 381.2 TOTAL = 1,527.4 AVG. GRADE = 1,527.4 / 4 = 381.8' AE-TUBE = 396.3' MAXIMUM = 381.8' + 25.0' = 406.8' (AVERAGE GRADE + 25') Propasetl = 399.52 M � CV ~ N 1 � GUARDS SHALL NOT HAVE AN OPENING FROM THE WALKING SURFACE � TO THE REQUIRED GUARD HEIGHT THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE IN ACCORDANCE WITH 2O21 IBC R312.1.3. � � HARDWARE &FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED � � WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS � STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF � MANUFACTURER'S RECOMMENDATIONS AMINIMUM OF ASTM A 653 TYPE � G185ZZNC-COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. � IBC R317.3.1 IBC 2304.10.5.1 � ■I■ EV READY CONNECTION **(RE -BUILD DECK TO ORIGINAL) REPLACED DECK MAY EXTEND NO FURTHER THAN ORIGINAL DECK. 12 4� LINE �i� FRONT ELEVATION SCALE: 1 /4"=1'-0" RIGHT ELEVATION SCALE: 1 /4"=1'-0" PROPOSED U ow LL Z OJ z� OO N�� L.f_ O z Q z \w = O � G �w�/ I.J_ AVG. ORG. GRADE � HARDWARE &FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED � � WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS � STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF � MANUFACTURER'S RECOMMENDATIONS AMINIMUM OF ASTM A 653 TYPE � G185ZZNC-COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED. � IBC R317.3.1 IBC 2304.10.5.1 � � GUARDS SHALL NOT HAVE AN OPENING FROM THE WALKING SURFACE � TO THE REQUIRED GUARD HEIGHT THAT WILL ALLOW THE PASSAGE OF A 4" SPHERE IN ACCORDANCE WITH 2O21 IBC R312.1.3. � **(RE -BUILD DECK TO ORIGINAL) REPLACED DECK MAY EXTEND NO FURTHER THAN ORIGINAL DECK. AVG. ORG. GRADE RES U B Aug 23 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N N •• N W 0\0 Q O C� W w � U�o z J � � � � Q ��� Q � w� ��� U �o�z � � � O/ r o L^.L W L.L 0 U W Z � O O c� _ wow 0 0 � ti Q o w Y ti LL UoJ z `� 0 m J � � W W Q U � J Q U_ z Zw O � O W W� �� z w J N N LLI N 0\0 Q O 12 � w>>� �4 w U>� � w�� � o Q � ��� Q w� � � oo cn U �o�z � �rn� O o � w EXTERIOR AVG. ORG. GRADE CRAWL ACCESS **(RE -BUILD DECK TO ORIGINAL) REPLACED DECK MAY EXTEND NO FURTHER THAN ORIGINAL DECK. SCALE : 1 /4"=1 '-0" � w U Q w J w0 — Z� � JQ - m �z — - �� - � r �O _ o p �- c� �� w Zz � � —Q � _ �> w�� o� �O z�,� � Yo� w �_ � U�J z `� z0 00 00 00 00 00 00 00 00 00 00 00 0o m J � � W W Q U � AVG. ORG. GRADE � RES U B z Aug 23 2024 CITY OF EDMONDS SCALE . 1 /4 1 O DEVELOPMENT SERVICES ��� � �� DEPARTMENT Zw MnT + O O � ti�TjN� (f � _ tom' 4t w�sH`''�'c �` � W w . ,s ; ^ J :Al„ • �• ;��� � � ;. � l � �� Z w � �� �_ j01�11�1, � J � � � �_ ���� Window, Skylight and Door Schedule Project Information Contact Information RUST RESIDENCE JAMES RUST 19803 81 ST PL W EDMONDS, WA 98026-6410 Ref. U-factor Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U-factor DINING 0.30 GREAT ROOM 0.30 GREAT ROOM 0.30 OFFICE 0.30 BATHROOM 0.30 MASTER 0.30 Overhead Glazing (Skylights) Component Width Height Qt. Feet Inch Feet Inch • -. � -- -- ����� ©��� ©�� '�� ©� '�� ©�©� ©��� --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ --■-■ Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Description Ref. U-factor Width Height Qt. Feet Inch Feet Inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) Area UA 11 111 11 111 Area UA • �1 ®1 •1 �; 1 � •1 1 1 • 11 �� 1 1 • 11 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 11 111 229.7 68.90 0.30 Area UA 11 111 11 111 11 111 11 111 11 111 11 111 11 111 1 11 229.7 68.90 J >J Z Z Q �-- W Y U O rLUUK 1'15 pli .i/4"" I.:UJC/VJti I&h NV 'IUq L 6'" "IUC1 L "IU"' (MINIMUM SIHNUHKU *SW2 SHEAR WALLS TO HAVE 3x MEMBERS* BASMENT FLOOR PLAN SCALE: 1 /4"=1'-0" PROPOSED Semple I-leating system Slze: wasnington state This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please complete the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please contact the WSU Energy Program at energycode@energy.wsu.edu or (360) 956-2042 for assistance. Project Information Contact Information RUST RESIDENCE JAMES RUST 19803 81ST PL W EDMONDS, WA98026-6410 Heating System Type: O au other systems .Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions Design Temperature Difference (4T) 46 Edmonds �� pT =Indoor (70 degrees) -Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions U-0.30 � skylights Instructions Insulation Attic Instructions R-49 � J d Ceilings J! � iJ J �diate � �� 1) ie - ltioning �� ue � 976 Conditioned Volume 9.0 8,784 U-Factor X Area = UA 0.300 230 69.00 U-Factor X Area = UA 0.50 � --- U-Factor X Area = UA 0.026 976 25.38 U-Factor X Area UA No selection 0 --- U-Factor X Area UA 0.056 697 39.03 U-Factor X Area UA 0.025 976 24.40 U-Factor X Area UA No selection 0 --- F-Factor X Length UA No selection 0 --- F-Factor X Length UA No selection red Space � 1 Duct Leakage Coefficient 1.10 Sum of UA 157.81 Envelope Heat Load 7,259 Btu /Hour Sum of UA x 4T Air Leakage Heat Load 4,364 Btu /Hour Volume x 0.6 x 4T x 0.018 Building Design Heat Load 11,623 Btu /Hour Air leakage +envelope heat loss Building and Duct Heat Load 12,785 Btu /Hour Ducts in unconditioned space: sum of building heat loss x 1.10 Ducts in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 15,982 Btu /Hour Building and duct heat loss x 1.40 for forced air furnace Building and duct heat loss x 1.25 for heat pump (07/01/13J RES U B Aug 23 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M}},, -�. �j �. 4 .�,'�1�[TI1V�! N N N �i ui C7 Q O ��^^ � �v! VJ W W � U�� W � � �_ Q Q W��^ VJ U �o�z VJ O r o n� I..L W M� W U) W Z � O � (� _ W � W � O � ti I Q o W Y ti LL. UoJ z`�O m J � � W W Q U � � Q Y U z Zw O � O L.L W �..�..� � Zw J WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM (M1505.4 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM COMPLYING WITH IRC SECTION M1505.4. SYSTEM. THE CONTROLS SHALL INCLUDE MANUAL OVERRIDE. THE CONTROLS SHALL INCLUDE PROPOSED UNIT TO BE A HEAT RECOVERY UNIT (HRV). PERMANENT TEXT OR A SYMBOL INDICATING THEIR FUNCTION. THE WHOLE HOUSE VENTILATION SYSTEM SHALL CONSIST OF ONE OR MORE SUPPLY FANS, ONE OR THE SYSTEM SHALL BE CONFIGURED TO OPERATE CONTINUOUSLY, EXCEPT WHERE PROVIDED WITH MORE EXHAUST FANS, OR AN ERV/HRV WITH INTEGRAL FANS, ASSOCIATED DUCTS AND CONTROLS. ADVANCED INTERMITTENT OFF CONTROLS IN ACCORDANCE WITH M1505.4.3.2. LOCAL EXHAUST FANS ARE PERMITTED TO SERVE AS PART OF THE WHOLE HOUSE VENTILATION VENTILATION RATE (M1505.4.3): SYSTEM WHEN PROVIDED WITH THE PROPER CONTROLS PER M1505.4.2. THE SYSTEMS SHALL BE DESIGNED AND INSTALLED TO EXHAUST AND/OR SUPPLY THE MIN. OUTDOOR AIRFLOW RATES PER THE WHOLE HOUSE VENTILATION SHALL BE SET TO OPERATE CONTINUOUSLY TO PROVIDE A M1505.4.3. THE SYSTEM SHALL OPERATE CONTINUOUSLY OR WITH INTERMITTENT OFF CONTROLS MINIMUM VENTILATION RATE OF 72 CFM - (0.01 x 3414 SQ. FT.) + [7.5 x (4 BEDROOMS + 1)] IN PER M1505.4.3.2. ACCORDANCE WITH IRC M1505.4.3. WHOLE HOUSE VENTILATION SUPPLY AND EXHAUST FANS SHALL HAVE THE MIN. EFFICACY AS VENTILATION QUALITY ADJUSTMENT (M1505.4.3.1): PRESCRIBED IN WSEC AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S THE MIN. WHOLE HOUSE VENTILATION RATE SHALL BE ADJUSTED BY THE SYSTEM COEFFICIENT IN RECOMMENDATIONS. VENTILATION FANS SHALL BE RATED FOR SOUND AT A MAX. OF 1.0 SONES. TABLE 1505.4.3(2) BASED ON THE SYSTEM TYPE NOT MEETING THE DEFINITION OF A BALANCED HVAC, ERV/HRV UNITS AND REMOTE MOUNTED FANS ARE NOT REQUIRED TO MEET THE SONE WHOLE HOUSE VENTILATION SYSTEM AND/OR NOT MEETING THE DEFINITION OF A DISTRIBUTED RATING. WHOLE HOUSE VENTILATION SYSTEM. WHOLE HOUSE SUPPLY FAN SHALL PROVIDE DUCTED OUTDOOR VENTILATION AIR TO EACH INTERMITTENT OFF OPERATION (M1505.4.3.2): HABITABLE SPACE WITHIN THE RESIDENTIAL UNIT. WHOLE -HOUSE VENTILATION SYSTEMS SHALL BE PROVIDED WITH ADVANCED CONTROLS THAT ARE CONFIGURED TO OPERATE THE SYSTEM WITH INTERMITTENT OFF OPERATION SHALL OPERATE FOR INTERIOR JOINING SPACES PROVIDED WITH A 30 CFM WHOLE HOUSE TRANSFER FAN OR A AT LEAST TWO -HOURS IN EACH FOUR-HOUR SEGMENT. THE WHOLE HOUSE VENTILATION AIRFLOW PERMANENT OPENING WITH AN AREA OF NOT LESS THAT 8 PERCENT OF THE FLOOR AREA OF THE RATE DETERMINED IN ACCORDANCE WITH MULTIPLIED BY THE FACTOR IN ACCORDANCE WITH INTERIOR ADJOINING SPACE BUT NOT LESS THAN 25 SQ. FT. DO NOT REQUIRE DUCTED OUTDOOR TABLE M1505.4.3(3). VENTILATION AIR TO BE SUPPLIED DIRECTLY TO THE SPACE. DUCT TESTING (R403.3): EXHAUST FANS (M1505.4.1.2): ALTERED AND NEW HVAC DUCTING SHALL BE SEALED IN ACCORDANCE WITH THE ENERGY CODE EXHAUST FANS REQUIRED SHALL BE DUCTED DIRECTLY TO THE OUTSIDE. EXHAUST AIR R403.3.2 . DUCTS SHALL BE TESTED FOR LEAKAGE IN ACCORDANCE WITH WASHINGTON STATE OUTLETS SHALL BE DESIGNED TO LIMIT THE PRESSURE DIFFERENCE TO THE OUTSIDE AND UNIVERSITY STANDARD DUCT TESTING RS-33. EQUIPPED WITH BACKDRAFT DAMPERS OR MOTORIZED DAMPERS IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY CODE. EXHAUST FANS SHALL BE TESTED AND RATED IN ACCORDANCE WITH THE AIRFLOW AND SOUND RATING PROCEDURES OF THE HOME VENTILATING INSTITUTE (HVI 915, HVI LOUDNESS TESTING AND RATING PROCEDURE, HVI 916, HVI AIRFLOW TEST PROCEDURE, AND HVI 920, HVI PRODUCT PERFORMANCE CERTIFICATION PR EDURE A APPLI ABLE . EXHAU T FAN RE UIRED IN THI E TI N MAY BE U EDT � PROVIDE LOCAL VENTILATION. BATHROOM EXHAUST FANS THAT ARE DESIGNED FOR � WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT � INTERMITTENT EXHAUST AIRFLOW RATES HIGHER THAN THE CONTINUOUS EXHAUST � TO BE ISSUED INTERCONNECTED SMOKE ALARM AND CO j AIRFLOW RATES IN TABLE M1505.4.3(3) SHALL BE PROVIDED WITH OCCUPANCY SENSORS OR � DETECTORS THROUGHOUT THE DWELLING IS REQUIRED. HUMIDITY SENSORS TO AUTOMATICALLY OVERRIDE THE FAN TO THE HIGH SPEED AIRFLOW 1 � RATE. THE EXHAUST FANS SHALL BE TESTED AND THE TESTING RESULTS SHALL BE � REFER TO 2018 IRC R314 AND 315 FOR MORE 1 SUBMITTED AND POSTED IN ACCORDANCE WITH SECTION M1505.4.1.6. � INFORMATION. SUPPLY FANS (M1505.4.1.3): SUPPLY FANS SHALL SUPPLY OUTDOOR AIR FROM INTAKE OPENINGS IN ACCORDANCE WITH IMC 401.4 AND 401.5. SUPPLY FANS SHALL BE LOCATED A MIN. 10 FEET FROM LOT LINE OR BUILDINGS. SHALL BE LOCATED A MIN. 10 FEET HORIZONTALLY FROM EXHAUST VENTS, STREET, ALLEYS, PARKING LOTS AND LOADING DOCKS, UNLESS LOCATED 25 FEET VERTICALLY ABOVE SUCH LOCATIONS. SHALL BE LOCATED NOT LESS THAN 3 FEET BELOW EXHAUST VENTS WHERE LOCATED WITHIN 10 FEET OF SUCH VENT. SHALL NOT BE LOCATED WITHIN THE FLOOD HAZARD AREA. SUPPLY FAN INTAKE OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANCE SCREENS, LOUVERS OR GRILLES. OPENINGS IN SCREENS, LOUVERS OR GRILLES SHALL BE NOT LESS THAN 1/4 INCH AND NOT MORE THAN 1/2 INCH. INTAKE OPENINGS SHALL BE PROVIDED WITH FLASHINGS TO PROTECT AGAINST WATER INFILTRATION. 24170 whole house fan WHERE DESIGNED FOR INTERMITTENT OPERATION, THE SUPPLY SYSTEMS SHALL BE EQUIPPED WITH MOTORIZED DAMPERS. SUPPLY FANS SHALL BE TESTED AND RATED IN ACCORDANCE WITH THE AIRFLOW AND SOUND RATINGS PROCEDURES OF THE HOME VENTILATING INSTITUTE (HVI 915, HVI LOUDNESS TESTING AND RATING PROCEDURE, HVI 916, HVI AIRFLOW TEST PROCEDURE, AND HVI 920, HVI PRODUCT PERFORMANCE CERTIFICATION PROCEDURE AS APPLICABLE). WHERE OUTDOOR AIR IS PROVIDED BY SUPPLY FANS, THE OUTDOOR AIR SHALL BE FILTERED. THE FILTER SHALL BE ACCESSIBLE FOR REGULAR MAINTENANCE AND REPLACEMENT. THE FILTER SHALL HAVE A MINIMUM MERV 8 RATING. BALANCED WHOLE -HOUSE VENTILATION SYSTEM (M1505.4.1.4): A BALANCED SYSTEM SHALL INCLUDE BOTH EXHAUST AND SUPPLY FANS. THE EXHAUST AND SUPPLY FANS SHALL HAVE AIRFLOW WITHIN 10 PERCENT OF EACH OTHER. THE TESTED AND BALANCED TOTAL MECHANICAL EXHAUST AIRFLOW RATE IS WITHIN 10 PERCENT OR 5 CFM, WHICHEVER IS GREATER, OF THE TOTAL MECHANICAL SUPPLY AIRFLOW RATE. THE TESTED RESULTS SHALL BE POSTED IN ACCORDANCE WITH M1505.4.1.7. BALANCED VENTILATION SYSTEM WITH BOTH SUPPLY AND EXHAUST FANS IN A PACKAGED PRODUCT SUCH AS AN ERV/HRV, SHALL MEET REQUIREMENTS OF HVI 920, AS APPLICABLE. INTERMITTENT LAUNDRY, BATH OR RANGE HOOD EXHAUST AIRFLOW RATES ABOVE THE RESIDENTIAL DWELLING/SLEEPING UNIT VENTILATION RATES ARE EXEMPT FROM THE BALANCED AIRFLOW CALCULATION. FURNACE INTEGRATED SUPPLY (M1505.4.1.5): AIR HANDLER FANS SHALL HAVE MULTISPEED OR VARIABLE SPEED SUPPLY AIRFLOW CONTROL CAPABILITY WITH A LOW SPEED OPERATION NOT GREATER THAN 25 PERCENT OF THE RATED SUPPLY AIRFLOW CAPACITY DURING VENTILATION ONLY OPERATIONS. OUTDOOR AIR FROM INTAKE OPENINGS SHALL BE LOCATED IN ACCORDANCE WITH R303.5 AND R303.6. OUTDOOR AIR INTAKE SHALL BE PLACED A MIN. 10 FEET FROM LOT LINE OR BUILDINGS. SHALL BE LOCATED A MIN. 10 FEET HORIZONTALLY FROM EXHAUST VENTS, STREET, ALLEYS, PARKING LOTS AND LOADING DOCKS, UNLESS LOCATED 25 FEET VERTICALLY ABOVE SUCH LOCATIONS. SHALL BE LOCATED NOT LESS THAN 3 FEET BELOW EXHAUST VENTS WHERE LOCATED WITHIN 10 FEET OF SUCH VENT. SHALL NOT BE LOCATED WITHIN THE FLOOD HAZARD AREA. SUPPLY FAN INTAKE OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANCE SCREENS, LOUVERS OR GRILLES. OPENINGS IN SCREENS, LOUVERS OR GRILLES SHALL BE NOT LESS THAN 1/4 INCH AND NOT MORE THAN 1/2 INCH. INTAKE OPENINGS SHALL BE PROVIDED WITH FLASHINGS TO PROTECT AGAINST WATER INFILTRATION. THE MOTORIZED DAMPER MUST BE CONTROLLED TO MAINTAIN THE OUTDOOR AIRFLOW WITHIN 10 PERCENT OF THE WHOLE HOUSE MECHANICAL EXHAUST AIRFLOW RATE. THE AIRFLOW RATE SHALL BE TEST AND THE RESULTS SUBMITTED AND POSTED IN ACCORDANCE WITH M1505.4.1.7. TESTING AND CERTIFICATE (M1505.4.1.6 AND M1505.4.1.7): THE EXHAUST FANS SHALL BE TESTED, BALANCED AND VERIFIED TO PROVIDE A FLOW RATE NOT LESS THAT THE MINIMUM VENTILATION RATE. THE TESTING RESULTS SHALL BE POSTED BY THE MECHANICAL CONTRACTOR, TEST AND BALANCE CONTRACTOR OR OTHER APPROVED PARTY ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, UTILITY ROOM OR OTHER APPROVED LOCATION. SYSTEM CONTROLS (M1505.4.2): SYSTEM CONTROLS (M1505.4.2): THE WHOLE -HOUSE SYSTEM SHALL BE CONTROLLED WITH READILY ACCESSIBLE MANUAL SWITCHES, TIMERS OR OTHER MEANS THAT PROVIDE AUTOMATIC OPERATION OF THE VENTILATION ■24170 whole house fan 52' � W 15'-8" � 8'-7" � 5'-10" � 21 '-11 " W 8'-2" 7'-6" 3'-9" 4'-10" � -PAGE 9 SW1 4x8 D.F. 2 HDR. � 5/Ox4/0 XO � 2/Ox2/6 S H 4x10 D.F. #2 HDR. f � C� � �~ �� � J Q o� o HX �w oZ a° MASTER ° 0o > J � N Z r � �N CEILING HEIGHTS'-1" CFM � � 2�6Xg�8 sD WALK-IN CLOSET x SW1 N SW1 i� � H � � BEDROOM � 00 W � _ � z m s� U CLOSET sD +cM Cfl N SD BEDROOM H W (n U H W O U w w H g p 3' 2'-10" 2'-8" 2'-6" 2'-6" 3'-6" 3'-6" 2'-6" 4' 9" x10 D.F #2 HD � 4x10 D.F. #2 HDR. 4x1 D.F. # HD � AG 9 5/Ox6/0 XO (3) 2/Ox6/0 FX 4/Ox6/0 FX (2) 2/Ox6/0 FX � - PA E 4x10 D.F. #2 HDR. X LL � OFFICE co CV � x LL CEILING VAULTED � Q _ GREAT ROOM o CO � � O N � J � J \ CO X O � Q Q CV >r PANTR STAIRS BEDROOM �rn �' > > � - �p O �� � �� � � . J �v 21' 4" o �_ � � SW1 x� o x w ------- ----�------- -------�------- -------Q-------- w ----- ------------------------ F -------------------------�------- o0 N � 5-1/2"x18" GLU. HDR. 00 X DINING KITCHEN ______________�-�12"X� $'� �iL�_ HDR.__ __CEILING HEIGHT 9'-1" CEILING HEIGHT 7'-6" CV CONC. WALKWAY LIVING ROOM 4/Ox5/0 FX 4/Ox5/0 FX WOOD DECK N N N 12 - PA� E SW1 4' } w � M U Zz � O Ow p LL LL O O� r O CV STEPS **(RE -BUILD DECK TO ORIGINAL) REPLACED DECK MAY EXTEND NO FURTHER THAN ORIGINAL DECK. RES U B Aug 23 2024 CITY OF EDMONDS S H EA RWA L L AND D I A P H RA M SCHEDULE DEVELOPMENT SERVICES DEPARTMENT MARK ALLOW LOAD MATERIAL BLOCK NG REQUIRED NAILING ANCHOR BOLTS PLATE NAILING REMARKS EDGE FIELD SW1 260 plf 1/2"CDX OR 1/2" OSB YES 8d @ 6" 8d @ 12" 1/2" @ 48" 16d @ 16" MINIMUM STANDARD SW2 620 plf 1/2"CDX/OSB YES 8d @ 2" 8d @ 12" 5/8" @ 24" 16d @ 10" A35@ 24" o/c ROOF 180 plf 1/2"CDX/OSB NO 8d @ 6" 8d @ 12" MINIMUM STANDARD FLOOR 215 plf 3/4" CDX/OSB T&G NO 10d @ 6" 10d @ 10" MINIMUM STANDARD *SW2 SHEAR WALLS TO HAVE 3x MEMBERS* PROPOSED SCALE: 1 /4"=1'-0" MnT �` � ti,�Ti1V 1�� t �J�Sy���� 4 ., C,, N N •• N W 00 Q O v! � vJ W W � U�o z J � � Q Q W� .. U ��z � O/ ��� o L^.L W L.L L.f_ W J M� W O U W Z � O � (� _ W � W 0 0 � ti Q 0 W Y ti LL UoJ z `� 0 m J � � W W Q U � J Q Y U_ Z Zw O� VJO J W� �� Zw J FOUNDATION VENT CALCULATION 980 SQ. FT. 150 6.53 .8 N N •• N W 0\0 Q 52' 8 VENTS REQUIRED O � 16"x8" VENTS TYP. � Cn � SIMPSON STHD10 (n W Cfl � OR EQUAL � (� W U > O 2 PAGE 9 , 8„ STEMWALLS ON � � � W �/ Z J � 16 x8 CONC. FOOTINGS W -------------------------------------------------------------------------------- � — HDp LLZ LEDGER ATTACHMENT � 0 � >Q I � — — I � O EFEREN DECK LEDGER CONNECTION TO BAND JOIST_ 6 p f =1 p f � �_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Y } � J (R CE IRC TABLE R507 91 3(3) DECK LIVE LOAD 0 s 0 s I I I I � U ~ Z � a 112 INCH DIA. LAG SCREW 112 INCH DIA. LAG BOLT 112 INCH DIA. BOLT � � � � I I I I � p � OQ JOIST SPAN wl 112 INCH MAXIMUM wl 112 INCH MAXIMUM wl 1 INCH MAXIMUM ~ � M � I I I � w� �� (FEET) SHEATHINGd'e SHEATHINGe SHEATHINGf U O Z o f I I I ��� O LPL 6 22 36 35 W�� O I I I I o� � O 8 16 31 26 O ��0 I I 1x4 GUSSET EACH SIDE POST -BEAM I I Q � a � � O 1 0 13 25 21 I I 4x10 SUPPORT BEAM I I o� Q� I I ON 4x4 POSTS 6' O.C. I I =C� O �� 12 11 20 17 �/ W _ I I SIMPSON A35 POST/PAD I � Z� Cal U Q z 16 8 15 13 � � ,� � I � „x �.. _ A � � � O W 2 18 7 13 11 �JU OQu ��C wUC � < w SCALE: 1 /4"=1'-0" 24" DIA. x 8" CONC. PAD w/ 4 #4 REBAR INTO SONG -TUBE 5" MAX a. INTERPOLATION ALLOWED. EXTRAPOLATION IS NOT ALLOWED. b. LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT WATER FROM CONTACTING THE HOUSE BAND JOIST. c. DEAD LOAD =10 psf. SNOW LOAD SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. d. THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. e. SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. f. SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL, GYPSUM BOARD, FIBERBOARD, LUMBER OR FOAM SHEATHING. UP T0112 INCH THICKNESS OF STACKED WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP T0112 INCH OF ALLOWABLE SHEATHING THICKNESS WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING. PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS (REFERENCE IRC TABLE R507.2.1(1)) I n� c����ni nR BOLT O �,2" MIN. 3/4" MIN . STAGGER FASTENERS IN 2 ROWS 5.5" MIN. FOR 2x8* 6.5" MIN. FOR 2x10 � 7.5" MIN. FOR 2x12 *DISTANCE CAN BE REDUCED TO 4.5" IF LAG SCREWS ARE USED OR IF BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2x8 LEDGERS TO 2x8 BAND JOISTS. 1/2"x10" ANCHOR BOLT w/3"x3"x.25" PLATE WASHERS @ 48" o/c NO LESS THAN 4-1/2" & NO MORE THAN 12" FROM EACH END SILL CORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT (2) #4 REBAR HORIZONTAL #4 REBAR @ 48" o/c VERTICAL 8" STEMWALLS! 16" WIDE x 8" THICK FOOTING 8" CLEARANCE TO GRADE (2) #4 REBAR 3 MIN. GROUND CLEARANCE RESUB FOUNDATION DETAILS Aug 23 2024 CITY OF EDMONDS DEVELOPMENT SERVICES SCALE: NTS DEPARTMENT The size of footings supporting piers and columns shall be based on the tributary load and allowable soil pressure in accordance with Table R401.4.1 W J m Z O w 0 Q Y U_ Z m C� z Q W O U W O 0o W co J o � ti c� � o W ti � coo J `'� O J � W W U � Z Q Y U z Zw O � O L.L W �..�..� � �� Zw J C� z �� _� X~ w 2x8 D.F #2 16" O.C. ROOF OVER -FRAMING AS REQ. SIMPSON H2.5 @EACH RAFTER COMP. ROOFING ON 30# FELT PAPER ON 116" 4��Z�1N��9� ��,v 2x12 D.F. #2 RAFTERS @ 16" O.0 2x4 D.F. #2 RAFTERS @ 16" O.0 3/4" T&G DECKING ON 2x10 D.F. #2 JOISTS @ 16" O.C. SIMPSON A35 POST/P CONT. ALUM. GUTTERS TYP. SIMPSON H2.5 @EACH RAFTER _,� LAP SIDING TO MATCH EXISTING ON 60 MIN. FELT PAPER °' 7/16" OSB SHEATHING ON 2x6 HF STUDS @ 16" o/c TYPICAL 1/2"x10" ANCHOR BOLT w/3"x3"x.25" PLATE WASHERS @ 48" o/c NO LESS THAN 4-1/2" & NO MORE THAN 12" FROM EACH END SILL CORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT 4x10 SUPPORT BEAM � ON 4x4 POSTS 6' O.C. ON 18"x8" CONC. PADS TYP 4x6 SUPPORT BEAM UNDER JOISTS LAGGED TO CONC. STEMWALL 1/2"x5" @ 30" O.C. EXISTING I PROPOSED SECTION DETAILS SCALE: 1 /4"=1'-0" 8" STEMWALLS ON 16"x8" CONC. FOOTINGS G O • ,, �� U Q Z ° ,�/Q `V` _ o� Q J � � Z Q, w � C�O� '♦V �� --- --- --- 5-1 "x --- --- LU. --- D --- --- --- --- --- --- --- -- 2x8 D.F #2 16" O.C. ROOF OVER -FRAMING AS REQ. r --- - 5-1/2"x18" GLU. HDR. Zo N 2x8 D.F #2 SLEEPERS 2x8 D.F #2 RI GE 2x8 D.F #2 16" O.C. ROOF OVER -FRAMING 2x4 D.F #2 16" O.C. GABLE -FRAMING CEDAR SHAKE SIDING ON VAPOR BARRIER ON 7/16" OSB SHEATHING PRIMED WHITE WOOD BARGES/TRIM TO MATCH EXISTING ROOF RAFTERS PLAN SCALE: 1 /4"=1'-0" PROPOSED CV CV CV RES U B Aug 23 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT MnT �, � ti�T jN� �• of w"sH�,�, �� � � � �_ ���� �i ui W C7 Q O C� W w � U�o z J � � � Q ��� Q � w� - ��o U ��z � � O � a' o W W J m 0 W z � O O w�J 0 0 � ti Q o w Y�� UoJ z `� 0 m J � � W W Q U � � Q � @ Y U z Zw O � O J W� �� Zw J HEADER AREA 8d NAILS 3" o/c EACH WAY 7/16" MIN. STRUCTURAL SHEATHINGi X FOR A PANEL SPLICE PANEL Q EDGES SHALL BE BLOCKED � AND OCCUR WITHIN 24" OF � MID -HEIGHT OF PANEL EDGE b NAILING AT BOTH SIDES OF JOINT DOUBLE STUDSf� 5/8"x10" ANCHOR BOLT w/3"x3"x3/ 16" PLATE WAS H E R LSTA18 OR 1,000Ib STRAP ������ TEND BEAM TO ������ END OF PANEL � R�_n�� nnnx 1'-4" MIN. FOR 1 STORY 2'-0" MIN. FOR FIRST FLOOR OF TWO STORIES EDGE NAILING 8d NAILS 3" o/c MIN. 42001b TIE DOWN SIMPSON PHD5 OR EQ. 1 LATERAL RESTRAINT PANEL SCALE: NTS SHOULD NOT TOUCH CONC. WITH GYPSUM TO AVOID WICKING AT CORNERS , #4 DOWELS '� T&G PLYWOOD DECKING ON .. 8" TALL x 16" WIDE FOOTING SHEAR WALL PER PLAN (SHEATHING NnT SHnWNI 4x HEADER � TYPICA � WI OW � OPENING CV CV CV W 0\0 Q STRUCTURAL NOTES: *OPTIONAL CONSTRUCTION TO MEET INTERNATIONAL BUILDING CODE 2018/IRC 5. Joists to be anchored to masonry walls with 10ga. x 1-1/2" x 10" � TIE STRAP: SIMPSON steel anchors (with 2" hooks) @ 4'-0" o.c. max. Nail to joists or � LSTA24 w/ 10d x 1-1/2" SHEAR WALL A. LIVE LOADS blocking with 8 - 10d nails. � � NAILS TYPICAL ROOF/SNOW LOAD - 25 psf 6. S ike all laminated members to ether with 10d nails 12" o.c. � W N ( ) SOLE PLATE AND PER PLAN p 9 @ > NAILING PER SHEAR WIND - 110 mph EXP. "B" ASD = 85 MPH staggered. Splice laminations at supports only. W U > O KING STUD SEISMIC - CATEGORY D 7. Laminate two full -height studs to cripples under headers and block � Z J � WALL SCHEDULE PANEL EDGE NAILING FLOOR - 40 sf; DECK 60 sf W W O PER SHEAR WALL p p solid to bearing. � Q SCHEDULE 8. Provide washers for all bolts bearing on wood. � - � >� 3/4" T&G PLYWOOD DECKING B. SOIL AND FOUNDATION DATA 9. All nails should be common wire nails. � � 1. DESIGN BEARING STRENGTH 1,500 psf. coefficient of friction 0.25. Passive 10. Glue -laminated timbers, Douglas Fir, AITC- grading: combination � W � Uj JOISTS , ',i resistance = 300 cf. � 4x2 FLAT BLOCKING PER PLAN i; p 24F-V4 for simple spans; 24F-V8 for cantilevered spans. Dry � � C,r) Q (TYPICAL) 2. Carry all footings down to undisturbed soil, minimum depth = 1'-6" conditions of use. U � O Z unless noted. Architectural Apperance grade where exposed to view. W Q � O Fabrication plant AITC inspected. Wrap individual members. O � � 0 DOUBLE TOP PLATE C. Concrete Submit shop drawings for review prior fabrication. 2-1/2 in. wide HOLDDOWNS �_ 1. Detail, fabricate, and place re -steel as shown in ACI "Manual of purlins shall be industrial grade. (FB=2400 psi; Fv=165psi; � W PER PLAN SHEAR WALL PER PLAN Standard Practice" ACI 314. E=1.8x10 6psi; C=650psi). � 2. Concrete of following 28 day test strength. 11. Plywood: Roof sheathing to be nominal 7/16" C-D INT-APA plywoo ,_ ., yr � ����H� WALL OPENING REINFORCEMENT a. f -3,000 psi, 5-1/2 sack cement per cubic yard, (no testing required) 24 with exterior glue, P.I. o (use 5-ply for panelized roofs). Nailing 8d 6 o.c. at anel ed es 8d 10 o.c. at intermediate su orts. @ " p g @ pp AT S H EARWAL L F L R. J ST PARALLEL TO EXT. WALL b. Precast walls f'=2,500 psi. c. Maximum slum p 4 Oriented strand board of equal strength may be substituted for 5 SCALE: NTS . � � SCALE: NTS d. Reinforcing fy= 10,000 psi. plywood. 12. Pre -fabricated members to be designed by Washington State 1/2"x10" ANCHOR BOLT w/3"x3"x.25" PLATE WASHERS @ 48" o/c NO LESS THAN 4-1/2" & NO MORE THAN 12" FROM EACH END SILL CORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT 8" CLEARANCE TO GRADE DRAG STRUT AS A JOIST *OPTIONAL SIMPSON LSTA24 OR EQUAL (2) #4 REBAR HORIZONTAL (2) #4 REBAR #4 REBAR @ 48" o/c VERTICAL 3" MIN. GROUND CLEARANCE FOUNDATION DETAILS U SCALE: NTS A35 @ 32" o/c. ROOF SHEATHING 8d @ 8" o/c TYP. GABLE END TRUSS 16d TN @ 12" o/c. II EDGE NAILING SHEAR WALL PER PLAN PER SHEAR WALL SCHEDULE SSW TO TRUSS CONN. SCALE: NTS 2x4 BLk @24"0 J8d @ 6" o/c. ROOF TRUSSES OR TJI i�. 2 - 16d � TO BLK' \ 4 - 16d 2x4 FLAT TO TOP PLATE tip, -SHEAR WALL PER SCHEDULE 4 SW TO TRUSS CONN. SCALE: NTS ROOF OR FLOOR JOISTS ' DDOUBLE TOP PLATE FRAMING DETAIL *OPTIONAL 6 CONNECTORS SCALE: NTS 2x SHEETROCK BACKINGI ROOF OR FLOOR JOISTS OR TRUSS JOIST 1 TO WALL BLOCK 2 JOIST SPACE DOUBLE TOP PLATE SIMPSON LSTA24I SHEAR WALL *OPTIONAL .FRAMING DETAIL 7` - SCALE: NTS 2x4 BRACE FOR 1 TO WALL @ 12'-0" o/c. 2x BLOCKING MANUF. ROOF TRUSSES ROOF SHEATHING 8d @ 8" o/c TYP. - 12d 3. Cover (Clear Dimensions). licensed structural engineer and in accordance with requirements a. Exterior faces of walls 1-1/2". shown. Submit complete shop drawings with engineer's seal for b. Vertical faces exposed to earth 2". review prior to fabrication. 8d @ 6" o/c. c. Bottom of elevated slabs 1" clear. ENTIRE LENGTH OF TRUSS 4. Lap all field splices 30" diameters. Bend wall and footing bars 18" II. Structural Steel - around all corners, or use corner bars. 5. Dowel all exterior projections to structure with #4 bars at 12" MANUFACTURED 1. All steel except tubing: ASTM A-36. hooked into wall. Pi e: ASTM A-53, t e E or S, grade 40. Tubular section: ASTM ROOF TRUSSES p Yp 2x4 NAILE DESIGNED FOR LATERAL 6. Place no backfill against foundation walls until floors are in place. A500, Grade B. All bolts: ASTM A-307/ASTM A-325, type X. WIND/SEISMIC SHEAR 7. Incorporate to calcium chloride admixtures where aluminum alloy w/ 12d @ 6" o/c. 2. All fabrication, erection and detailing in accordance with the latest materials are embedded. edition of "Manual of Steel Construction" of the American 8. All wood forms used for concrete in the ground or between Institute of Steel Construction. '`" foundation sills and the ground shall be removed. 3. All welding by WABO certified welders in accordance with "Welding Handbook" by the American Welding Society. � 4 - 16d 2x4 FLAT D. Excavating and fill 3„ TO TOP PLATE 1. Excavation and fill shall generally conform to IBC 2018 Chapter 4. All welds to be 16 minimum continuous fillet welds using ASW 18 and Appendix J IBC 2018. A5, E70XXX electrodes. -SHEAR WALL PER SCHEDULE 5. Field burning of holes is not allowed without inspection by 2. Foundation, wall, and slab areas shall have all existing unsuitable fill materials removed and disposed of off -site, and be excavated engineer. ROOFTO SHEAR WALL CO N N . down to suitable undisturbed native soils. 6. Provide washers on bolted connections. 11 Excavated material may be used for fill if approved by Engineer or Geotech. 7. All steel not embedded in concrete or masonry to receive one shop SCALE: NTS t f d t A l t t f h EXTERIOR WALL STUDS 7/16" MIN. STRUCTURAL SHEATHING BOTTOM PLATE 2x STUDS @ 16" o/c. -SHEAR WALL PER SCHEDULE T&G DECKING♦ JOISTSI SW TO TRUSS MUDSILL�; � TO WALL coa o an approve primer pain . pp y wo coa s o eavy E. Wood Roof Trusses asphaltic paint to all steel exposed to earth. Shall be factory fabricated trusses. Design and fabrication shall 8. Submit complete shop drawings for review prior to fabrication. conform with the requirements of the International Building Code 9. Metal roof deck fabricator to submit shop drawings showing panel and Design Specifications for Light Metal Plate Connected Wood layout, welding patterns at supports, perimeter and side laps. Trusses published by the Truss Plate Institute. Provide steel headers at all openings thought the deck to Engineering design and shop drawings bearing the stamp of a satisfactorily distribute the load to supporting members. professional engineer registered in the State of Washington and 10. Expansion anchor installation per ICBO report No. ER-3631. showing all details of construction required for a complete Epoxy grouted bolts per ER-4945. DOUBLE TOP PLATE installation shall be submitted to the Architect for review. �� � � � Headers 2-2x8 OR 4x8 D.F. #2 typ. interior bearing walls for DF #2 <3'-0" 4x12 DF #2 or 3-1/2"x12" glulam exterior walls <6'-0" (unless otherwise noted on plan). '- --- o -- o 0 o I. Timber Framing X 4'-0" 1. All lumber to be graded per Book No. 16 of the West Coast Lumber Q � Inspection Bureau.: HF/DF No. 2 forjoists, rafters and light o framing, plates, bracing and 4" wide beams. DF #2 for post and N other beam. HF/DF stud for 2x4 interior studs. 2. Comply with a latest edition of the NFPA "National Design EDGE NAILING Specification" as modified by the IBC for all structural timber 8d NAILS 6" o/c requirements. 12" o/c IN THE FIELD 3. All 2 inch lumber be kiln dried. 19% max moisture typ. UNLESS NOTED OTHERWISE 4. Joists and rafters to have 2" thick solid blocking supports. Squash blocking under all point loads (typ). PREFABRICATED PLYWOOD WEB JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE 8 SCALE: NTS 1/2"x10" ANCHOR BOLT v WITH THE MANUFACTURES INSTRUCTIONS. THESE PRODUCTS SHALL BE w/3"x3"x3/16" PLATE WASHER �� �� MANUFACTURED TO THE STANDARDS SET FORTH IN THE ICC REPORT NO. ESR-1158 -�---------- ------ --- .�,,..., ,,,,T,-.�., _ ._ _.a .tl. SHEAR WALL TOP PLATE \BLOCKING @ 4' o/c. NAILING PER SCHEDULE � SIMPSON A35, OR EQUAL*OPTIONAL INTERIOR SHEAR WALL FLOOR JOISTS 9 TO SHEAR WAL L SCALE: NTS v v v � 1 LATERAL RESTRAINT PANEL SCALE: NTS RESUB Aug 23 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ,,, �.. x; , �` �i 0 U W Z � O O W � J 0 0 � ti Q 0 W Y ti u_ UoJ z `� 0 m J lY � W W Q U � � Q U_ Z Zw O� v!� 2 W W� Zw J W C� L O � ��^^ � v! V w � I J W z�ClO � w � �_ Q � � I w � I � ��� i U ��z � � O I O1 w I I I i I I RES U B Aug 23 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2018 Washington State Energy Code -Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family -New &Additions (effective February 1, 2021} _ version 1.0___ These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). _ _._ _ - Project Information � � Contact Information __ _ _ RUST RESIDENCE JAMES RUST Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings: Table R402.1-Insulation and Fenestration Requirements by Component, Table R406.2 -Fuel Normalization Credits and 406.3 -Energy Credits. ° Date �-�a-oZ Authorized Representatwe I AH Climate Zones (Table R402.1.1) __ R-Value e U-Factor a €enestration U-Factor b n/a 0.30 _ _ _--- Skylight U-Factor b n/a 0.50 _ Glazed Fenestration SHGC b,e __ n/a n/a Ceiling a 49 0.026 Wood Frame Wall �h 21 int 0.056 � Floor 30 0.029 i Below Grade Wall `�h _ 10/15/21 int + TB 0.042 Slab � R-Value &Depth 10, 2 ft n1a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix i Table A101.4 shall not be less than the R-value specified in the table. � b The fenestration U-factor column excludes skylights. _ _ "10/15/21 +STB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior ofthe wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +STB" 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. "STB" I means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth j e �R-7.5 extends over the top plate of the exterior wall. _ a continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g �For climate zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h 'framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 i insulation. Prescriptive Path -Single Family 2018 Washington State Energy Code-R 1 2018 Washington State Energy Code -Residential tive Energy Code Compliance for All Climate Zones in Washington �Prescri ingle Family -New &Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits and Table 406.3 ener credits to achieve the followin minimum number of ( gY ) g credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling 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 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in #1 or #3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 Heating Credits -select ONE O tions Fuel Normalization Descriptions heating option User Notes p 1 Combustion heating minimum NAECAb 0.0 ❑ 2 Heat pump` 1.0 0 3 Electric resistance heat only -furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 ❑ 5 All other heating systems -1.0 ❑ Credits -select Energy ONE O tions Energy Credit Option Descriptions energy option from each p cate o 1.1 Efficient Building Envelope 0.5 ❑ 1.2 Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 0.5 ❑ 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.1a High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 0 3.3a High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ 3.6a High Efficiency HVAC 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System 1.0 ❑ Prescriptive Path -Single Family 2018 Washington State Energy Code-R 2 2018 Washington State Energy Code -Residential Prescri tive Energy Code Compliance for All Climate Zones in Washin ton Single Family -New &Additions (effective February 1, 2021) Summary of Table R406.2 (cont.) Energy Credits -select ONE Energy Credit Option Descriptions (cont.) energy option from User Notes Options d each categor 5.1d Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 0 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating 2.5 ❑ 6.1e Renewable Electric Energy(3 credits max) 1.0 Q 7.1 Appliance Package 0.5 ❑ Total Credits 3.0 Calculate Total Clear Form a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category 5. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Please print only pages 1 through 3 of this worksheet for submission to your building official. Prescriptive Path -Single Family 2018 Washington State Energy Code-R 3