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APPROVED BLD FIR-RESUB1 BLD2022-1279+Architectural_Plan+5.17.2023_3.09.22_PM+3552079GENERAL NOTES GENERAL REQUIREMENTS ALL WORK SHALL COMPLY WITH THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL DESIGN), INTERNATIONAL RESIDENTIAL CODE (ORDINANCE), MOST RECENT EDITION OF THE UNIFORM PLUMBING CODE, INTERNATIONAL MECHANICAL CODE, NATIONAL ELECTRIC CODE, WASHINGTON STATE ENERGY CODE, ANY STATE AND LOCAL AMENDMENTS, AND ANY APPLICABLE LAND USE CODE. THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING CONSTRUCTION DETAILS NECESSARY TO CONSTRUCT A WEATHER TIGHT, DURABLE BUILDING. ALL FLASHING, WEATHERPROOFING, ROOFING AND WATERPROOFING DETAILS AND CONSTRUCTION OF THESE DETAIL ASSEMBLIES ARE THE FULL AND COMPLETE RESPONSIBILITY OF THE OWNER/BUILDER AND THESE DETAILS SHALL BE CONSTRUCTED PER MANUFACTURER REQUIREMENTS, BUILDING CODE REQUIREMENTS AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE. THE DESIGNER HAS NOT BEEN CONTRACTED TO PERFORM CONSTRUCTION ADMINISTRATION SERVICES OR CONSTRUCTION OBSERVATION SERVICES FOR THIS PROJECT AND IS NOT LIABLE OR RESPONSIBLE FOR DETERMINING ADEQUACY OF CONSTRUCTION OF BUILDING ENVELOPE OR DETAILS. THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR INSPECTING AND VERIFYING THAT ALL FLASHING, WEATHERPROOFING, ROOFING AND WATERPROOFING DETAILS ARE BUILT CORRECTLY AND MEET OWNER/BUILDER'S APPROVAL BEFORE BEING COVERED BY SUBSEQUENT CONSTRUCTION WORK. USE OF THESE PLANS BY ANYONE OTHER THAN THE INTENDED OWNER/BUILDER IS NOT PERMITTED. ANY REDUNDANCY BETWEEN THESE NOTES AND S-SHEETS THE S-SHEETS SHALL SUPERSEDE. SITE WORK 1. BACKFILL FOUNDATION DRAIN AT PERIMETER OF BUILDING WITH COURSE GRANULAR FILL. (1 1/2-3/8 CLEAN WASHED ROCK WITH MIN. 12" WIDE BLANKET EXTENDING TO FINISHED GRADE.) PROTECT DRAIN TILE AND WATERPROOFING. 2. ROUGH GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. TRENCH TO ELEVATIONS BELOW FROST LINE FOR STORM DRAINS, WATER LINES, SEWERS, AND IRRIGATION SLEEVES. 3. PROVIDE PERFORATED PLASTIC PIPE FOUNDATION DRAINS WHERE SHOWN IN DRAWINGS. CONNECT TO ROOF AND STORM WATER SYSTEM. IN JURISDICTIONS REQUIRING SEPARATE ROOF DRAIN LINES, PROVIDE TIGHT LINE CONNECTED TO ROOF DRAINS IN ADDITION TO PERFORATED DRAIN LINES. 4. ROCKERIES AND RETAINING WALLS SHALL BE DESIGNED BY A LICENSED ENGINEER AND INSTALLED PER APPLICABLE CODE. MECHANICAL 1. PLUMBING SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT, EXPERIENCED PLUMBER AND IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND LOCAL CODES. 2. HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED MECHANICAL CONTRACTOR IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE, 2018 IRC, AND LOCAL CODES. PROVIDE DOCUMENTATION OF FURNACE A.F.U.E. DUCTWORK INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODE. WHEN INSTALLED IN GARAGE, HEATING UNITS SHALL BE PLACED SUCH THAT ALL PILOT LIGHTS, BURNERS, HEATING ELEMENTS, OR SWITCHES ARE LOCATED A MIN. OF 18" ABOVE THE GARAGE FLOOR. THERMAL AN D MOISTU RE 1. INSULATION REQUIREMENTS SHALL MEET OR EXCEED THE LATEST EDITION OF THE WASHINGTON ENERGY CODE OR ENERGY CODE ADOPTED BY THE LOCAL JURISDICTION. INSULATION REQUIREMENTS SHALL BE SHOWN ON PLANS OR ON A SEPARATE ENERGY CALCULATION SHEET. 2. APPLY 1 COAT (MIN) HEAVY BODIED ASPHALT BITUMINOUS DAMPPROFING TO EXTERIOR OF FOUNDATION WALLS, FROM FOOTING TO FINISHED GRADE AT FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE.. (R406.1) 3. APPLY APPROPRIATE WATER REPELLENTS TO ANY MASONRY, CEMENT, PLASTER, OR STUCCO PER MANUFACTURER'S INSTRUCTIONS. 4. PROVIDE 6 MIL BLACK POLYETHYLENE VAPOR BARRIER IN ALL CRAWLSPACE AREAS, LAPPED AT ALL SPLICES AND OVER FOOTINGS. FINISHES GARAGE CEILINGS BENEATH HABITABLE SPACES SHALL BE COVERED WITH 5/8" TYPE "X" GYPSUM WALL BOARD. GARAGE CEILINGS BENEATH ATTIC OR NON LIVING SPACE SHALL BE COVER WITH 5/8" GYPSUM WALL BOARD. WALLS AND STRUCTURE SEPARATING RESIDENTIAL AND GARAGE SPACES SHALL BE COVERED WITH 1/2" GYPSUM WALL BOARD. ALL GARAGE GYPSUM WALLBOARD SHALL HAVE JOINTS FIRETAPED WITH NAILS SET AND COMPOUNDED. ALL OTHER WALLS SHALL RECEIVE 1/2" GYPSUM WALLBOARD. CEILINGS WITH JOISTS/ TRUSS SPACES GREATER THAN 16" SHALL RECEIVE 5/8" GYPSUM WALLBOARD OR 1/2" GYPSUM CEILING BOARD. WALLS SURROUNDING TUBS OR SHOWERS SHALL BE COVERED WITH WATER-RESISTANT GYPSUM WALL BOARD. WATER- PROOF SURFACE TO A HEIGHT OF 72" ABOVE ADJACENT FLOOR. ANY CEMENT PLASTER OR STUCCO SHALL BE INSTALLED IN ACCORDANCE WITH NORTHWEST WALL AND CEILING BUREAU RECOMMENDATIONS FOR MATERIALS, BACKING, LATH, APPLICATION TECHNIQUES, AND FINISHES. ELECTRICAL SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED ELECTRICAL CONTRACTOR IN ACCORDANCE WITH MOST CURENT STATE AND LOCAL ELECTRICAL CODE. ELECTRICAL SCHEMATICS PROVIDED IN THIS SET OF PLANS ARE FOR REFERENCE LAYOUT ONLY. FIRESTOPPING FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TO EXCEED 10'-0" HORIZONTALLY, AND AT THE CEILING AND FLOOR LEVEL. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND WALL CAVITIES IN LINE WITH STRINGERS. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL, WITH NON-COMBUSTABLE MATERIALS. MISCELLANEOUS 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. IN THE FIELD PRIOR TO PROCEEDING. 2. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALL WITH MECHANICAL AND ELECTRICAL WORK. 3. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH (R314) SMOKE DETECTORS TO BE HARD WIRED AND INTERCONNECTED. (R314.4, R314.5). A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. (R314) CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA AND IN THE VICINITY OF THE BEDROOMS. (R315) 4. KITCHEN RANGE, DRYER, BATH AND LAUNDRY ROOM VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND BE EQUIPPED WITH BACK DRAFT DAMPERS. 5. EXTERIOR OPENINGS TO THE WEATHER SHALL BE FLASHED AND COUNTER -FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. ROOF FLASHING PER R903. 6. GUARDRAILS TO BE A MIN. OF 36" ABOVE FINISH FLOOR. (R312) (EXCEPTIONS TO COMMERCIAL PER I.B.C.) 7. OPEN GUARDRAILS TO HAVE INTERMEDIATE RAILS OR PICKETS PLACED SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. 8. BEDROOM EMERGENCY EGRESS WINDOWS MUST HAVE A MIN. NET CLEAR OPENING OF 5.7 S0. FT. MINIMUM NET CLEAR OPENABLE WIDTH OF 20" AND MIN. NET CLEAR OPENING HEIGHT OF 24". MAX. FINISHED HEIGHT OF 44" FROM FINISHED FLOOR TO BOTTOM OF CLEAR OPENING (R310.1). FIRE SPRINKLERS A RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE INSTALLED PER CITY OF EDMONDS FIRE CODE. DEFERRED SPRINKLER PLANS BY OTHERS WILL BE SUBMITTED AT TIME OF SPRINKLER PERMIT APPLICATION. AREA CALCULATIONS HEATED AREAS SQUARE FOOTAGE 2ND FLOOR 734 MAIN FLOOR 1844 TOTAL 2578 NON -HEATED AREAS SQUARE FOOTAGE GARAGE (1ST FLOOR) 461 LAWN GARAGE 80 BASEMENT STORAGE RM. 300 COVERED ENTRY 60 COVERED PATIO 153 DRAWING INDEX SHEET NO. DESCRIPTION AO SITE PLAN Al COVER SHEET, INDEX, GENERAL NOTES A2 ENERGY CALCULATIONS A3 ELEVATIONS A4 ELEVATIONS A5 BASEMENT FLOOR PLAN A6 1ST FLOOR PLAN A7 2ND FLOOR PLAN A8 BUILDING SECTIONS AND MISC. DETAILS A9 BUILDING SECTION/DETAIL S1 STRUCTURAL NOTES/SCHEDULES S2 SHEARWALL &HOEDOWN LOCATIONS S3 FOUNDATION PLAN S4 MAIN FLOOR FRAMING S5 2ND FLOOR FRAMING ROOF PLAN S6 S7 STRUCTURAL DETAILS SYMBOL LEGEND OO CARBON MONOXIDE DETECTOR INTERCONNECTED 110v w/ BATTERY BACKUP c.o. CAN BE COMBINED w/ S.D. O SMOKE DETECTOR INTERCONNECTED 110v w/ BATTERY BACKUP s.o. O EXHAUST FAN (VENT TO OUTSIDE) OKEYNOTE 101 DOOR SCHEDULE SYMBOL 1i WINDOW SCHEDULE SYMBOL REVISION- SEE DESCRIPTION IN TITLE BLOCK SIM DETAIL SYMBOL 1 � SIMILAR DETAIL 101 DETAIL N0. — SHEET N0. SIM 1 � BUILDING CROSS SECTION �A101� DETAIL NO. SHEET N0. Room name � ROOM NAME � Know what's belOW. STATE LAW REQUIRES THAT YOU CALL BEFORE YOU DIG TO Call before you dig. LOCATE ALL UNDERGROUND UTILITIES. GOODNIGHT & FELLOWS RESIDENCE J3'1ALOHA STREET, EDMONDS, WA 98020 741 OBTAIN ELECTRICAL ALL WORK SUBJECT APPROVED PERMIT FROM TO FIELD PLANS MUST BE STATE LABOR & INSPECTION FOR INDUSTRIES CODE COMPLIANCE ON JOB SITE j',InterconnectedSmokeAlarmsAreARequirement�' � SEPARATE PLUMBING PERMIT OfThisPermitlnAccordanceWithR314.2.2 �_� � REQUIRED FOR THIS PROJECT. I ..�;_._� City Of Edmonds Building Department Work Address 741 ALOHA ST Owner GOODNIGHT &FELLOWS ------------ ------------ ------------ ------------------ Approved Date 6/21 /2023 Building Official �P�%lf�it ��OOfytj Permit Number BLD2022-1279 Approved DFM CMr�s Burt South County Fire Date: 06/09/2023 06-09-2023 REVISION PLAN REVIEW NOTES: APPROVED WITH CONDITION: A RESIDENTIAL SPRINKLER SYSTEM IS REQUIRED. A RECOMMENDED FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS AND REDUCE EQUIPMENT AND CONTINUAING MAINTENANCE REQUIRMENTS. PROVIDE A MINIMUM COMBINATION WATER SERVICE OF ONE INCH (1") METER AND ONE AND ONE HALF (1 1/2") SERVICE LINE OR SHOW THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A SMALLER SERVICE. DFM BURT REVISIONS DATE - PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 V Z N [O O CO Z Q � a �� U � Y= � Wd� w�� O "�� J U J�� M � � Z �N� W � o °' W m J � W � O u C �` %%_ + c_:- � ' y� \ sar�.�.- C Hr � �;, p °' m� s N 'O � D N� N O O Z m .- m N m m m° m° NZ= p C O O �=� m U N QO_ N a m o:��m o r F `o o D � s U E m° o =�¢�n o-°-o" � °.� `off � o=- p0� o N� o o� �'° t6 m o� mt- y O� 9 m "� '° c N�� .� � � N E y a � � � o � N � o � � 9 0 � � n.m 8 0 OO J�r�m°aoO O-nm mp`��O F �no y-�� aEim�oFE�`m RESUB W May 17 2023 V CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z W � � N h � W pC � H t/� t/� � � O O N J J J � � a W W a H H Z O W � Z � Z W � 0 a � zo 0 0 W O O cn �a J O V Z !� V � O Q n � � � C'7 N (D � M N CO � c a� � o � •- � � a� � '� a a� � 0 .� o � E T m � L o c � m � � � .� .� � � Z � N PROJECT NO. 210905 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET NO. PRINT DATE 5/12/2023 7:45:54 AM R301 CLIMATE ZO N E THIS PLAN IS DESIGNED FOR CLIMATE ZONE 5 AND MARINE 4 PER TABLE R301.1, 2018 WASHINGTON STATE ENGERY CODE. R402.2 FENESTRATION (PRESCRIPTIVE) R402.3 Fenestration (Prescriptive). In addition to the requirements of Section R402, fenestration shall comply with Sections R402.3.1 through R402.3.6. R402.3.1 U-factor. An area -weighted average of fenestration products shall be permitted to satisfy the U-factor requirements. R402.3.2 Glazed fenestration SHGC. An area -weighted average of fenestration products more than 50 percent glazed shall be permitted to satisfy the SHGC requirements. R402.3.3 Glazed fenestration exemption. Up to 15 square feet (1.4 m2) of glazed fenestration per dwelling unit shall be permitted to be exempt from U-factor and SHGC requirements in Section R402.1.1. This exemption shall not apply to the U- factoralternative approach in Section R402.1.3 and the total UA alternative in Section R402.1.4. R402.3.4 Opaque door exemption. One side -hinged opaque door assembly up to 24 square feet (2.22 m2) in area is exempted from the U-factor requirement in Section R402.1.1. This exemption shall not apply to the U-factor alternative approach in Section R402.1.3 and the total UA alternative in Section R402.1.4 R404.1 LIGHTING EFFICACY MIN. OF 75%OF LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH EFFICACY LAMPS. M 1505 MECHANICAL VENTILATION M1505.4 Whole -house mechanical ventilation system. Each dwelling unit shall be equipped with a ventilation system. The whole -house mechanical ventilation systems shall be designed in accordance with Sections M1505.4.1 through M1505.4.4. M1505.4.1 System design. The whole house ventilation system shall consist of one or more supply fans, one or more exhaust fans, or an ERV/HRV with integral fans, associated ducts and controls. Whole -house mechanical ventilation system with supply and exhaust fans per Sections M1505.4.1.2, M1505.4.1.3, M1505.4.1.4, and M1505.4.1.5. Local exhaust fans are permitted to serve as part of the whole house ventilation system when provided with the proper controls per Section M1505.4.2. The systems shall be designed and installed to exhaust and/or supply the minimum outdoor airflow rates per Section M1505.4.3 as modified by the whole house ventilation system coefficients in Section M1504.4.3.1 where applicable. The whole house ventilation system shall operate continuously at the minimum ventilation rate determined per Section M1505.4.2 unless configured with intermittent off controls per Section M1505.4.3.2. M1505.4.1.1 Whole house system component requirements. Whole house ventilation supply and exhaust fans specified in this section shall have a minimum efficacy as prescribed in the Washington State Energy Code. Design and installation of the system or equipment shall be carried out in accordance with manufacturers' installation instructions. Whole house ventilation fans shall be rated for sound at no less than the minimum airflow rate required by Section M1505.4.3.1. Ventilation fans shall be rated for sound at a maximum of 1.0 sone. This sound rating shall be at a minimum of 0.1 in. w.c. (25 Pa) static pressure in accordance with HVI procedures specified in Sections M1505.4.1.2 and M1505.4.1.3. Exception: HVAC air handlers, ERV/HRV units, and remote mounted fans need not meet the sound requirements. To be considered for this exception, a remote mounted fan must be mounted outside the habitable spaces, bathrooms, toilets, and hallways, and there must be at least 4 ft (1 m) of ductwork between the fan and the intake grille. The whole house supply fan shall provide ducted outdoor ventilation air to each habitable space within the residential unit. Exception: Interior joining spaces provided with a 30 cfm whole house transfer fan or a permanent opening with an area of not less than 8 percent of the floor area of the interior adjoining space but not less than 25 square feet do not require ducted outdoor ventilation air to be supplied directly to the space. Whole house transfer fans shall meet the sone rating of Section M1505.4.1.1 and shall have whole house ventilation controls that comply with Section M1505.4.2. M1505.4.1.2 Exhaust fans. Exhaust fans required shall be ducted directly to the outside. Exhaust air outlets shall be designed to limit the pressure difference to the outside and 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 Procedure as applicable). Exhaust fans required in this section may be used to provide local ventilation. Bathroom exhaust fans that are designed for intermittent exhaust airflow rates higher than the continuous exhaust airflow rates in Table M 1505.4.3(3) shall be provided with occupancy sensors or humidity sensors to automatically override the fan to the high speed airflow rate. The exhaust fans shall be tested and the testing results shall be submitted and posted in accordance with Section M1505.4.1.6. M1505.4.1.3 Supply fans. Supply fans used in meeting the requirements of this section shall supply outdoor air from intake openings in accordance with IMC Sections 401.4 and 401.5. When designed for intermittent off operation, supply systems shall be equipped with motorized dampers in accordance with the Washington State Energy Code. Supply 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 Procedure as applicable). Where outdoor air is provided by supply fan systems, the outdoor air shall be filtered. The filter shall be accessible for regular maintenance and replacement. The filter shall have a Minimum Efficiency Rating Value (MERV) of at least 8. M1505.4.1.4 Balanced whole house ventilation system. A balanced whole house ventilation system shall include both supply and exhaust fans. The supply and exhaust fans shall have airflow that is 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 flow rate test results shall be submitted and posted in accordance with Section M1505.4.1.7. The exhaust fan shall meet the requirements of Section M1505.4.1.2. The supply fan shall meet the requirements of Section M1505.4.1.3. Balanced ventilation systems with both supply and exhaust fans in a packaged product, such as an ERV/HRV, shall meet the requirements of HVI 920, as applicable. Intermittent dryer exhaust, intermittent range hood exhaust, and intermittent toilet room exhaust airflow rates above the residential dwelling or sleeping unit minimum ventilation rate are exempt from the balanced airflow calculation. M1505.4.1.5 Furnace integrated supply. Systems using space heating and/or cooling air handler fans for outdoor air supply distribution are not permitted. Exception: 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 operation. Outdoor air intake openings must meet the provisions of Sections R303.5 and R303.6 and must include a motorized damper that is activated by the whole house ventilation system controller. The motorized damper must be controlled to maintain the outdoor airflow intake airflow within 10 percent of the whole house mechanical exhaust airflow rate. The flow rate for the outdoor air intake must be tested and verified at the minimum ventilation fan speed and the maximum heating or cooling fan speed. The results of the test shall be submitted and posted in accordance with Section M1505.4.1.7. M1505.4.1.6 Testing. Whole -house mechanical ventilation systems shall be tested, balanced and verified to provide a flow rate not less than the minimum required by Sections M1505.4.3 and M1505.4.4. Testing shall be performed according to the ventilation equipment manufacturer's instructions, or by using a flow hood, flow grid, or other airflow measuring device at the mechanical ventilation fan's inlet terminals, outlet terminals or grilles or in the connected ventilation ducts. Where required by the building official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the building official and be posted in the dwelling unit per Section M1505.4.1.7. M1505.4.1.7 Certificate. A permanent certificate shall be completed by the mechanical contractor, test and balance contractor or other approved party and posted on a wall in the space where the furnace is located, a utility room, or an approved location inside the building. When located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label, or other required labels. The certificate shall list the flow rate determined from the delivered airflow of the whole -house mechanical ventilation system as installed and the type of mechanical whole house ventilation system used to comply with Section M1505.4.3.1. M1505.4.2 System controls. The whole -house mechanical ventilation system shall be provided with controls that comply with the following: 1. The whole house ventilation system shall be controlled with manual switches, timers or other means that provide for automatic operation of the ventilation system with ready access by the occupant. 2. Whole -house mechanical ventilation system shall be provided with controls that enable manual override off of the system by the occupant during periods of poor outdoor air quality. Controls shall include permanent text or a symbol indicating their function. Recommended control permanent labeling to include text similar to the following: "Leave on unless outdoor air quality is very poor." Manual controls shall be readily accessible by the occupant. 3. Whole house ventilation systems shall be configured to operate continuously except where intermittent off controls and sizing are provided per Section M 1505.4.3.2. M1505.4.3 Mechanical ventilation rate. The whole -house mechanical ventilation system shall provide outdoor air at a continuous rate as determined in accordance with Table M1505.4.3(1) or Equation 15-1. TABLE 1505.4.3 (1) WHOLE HOUSE MECHANICAL VENTILATION AIRFLOW RATES FLOOR AREA BEDROOMS (SQ. FT.) 0-1 2 3 4 5 OR MORE < 500 30 30 35 45 50 501-1000 30 35 40 45 50 55 55 1001-1500 3p 40 60 1501-2000 35 45 50 60 65 2001-2500 40 50 55 65 70 2501-3000 45 55 60 70 75 3001-3500 50 60 65 75 80 3501-4000 55 65 70 80 85 90 4001-4500 60 70 75 g5 4501-5000 65 75 80 90 95 TABLE 1505.4.3(3) INTERMITTENT OFF WHOLE HOUSE MECHANICAL VENTILATION RATE FACTORS (a,b) RUN-TIME % IN EACH 4-HOUR SEGMENT 50% 66% 75% 100% FACTOR 2 1.5 1.3 1.0 THIS PLAN USES AN INTERMITTENT WHOLE HOUSE VENTILATION SYSTEM WITH TIMER(s). TOTAL HEATED FLOOR AREA = 2578 SQ. FT. BEDROOMS = 4 WHOLE HOUSE VENTILATION SIZE = 70 CFM X 2 (50% PER 4-HOUR) = 140 TOTAL CFM FAN(s) SIZE. INTEGRATED FURNACE OUTSIDE AIR INTAKE WITH EXHAUST FANS AS NOTED IN PLAN . MULTIPLE WHOLE HOUSE VENTILATION FANS TO BE INTERCONNECTED TO OPERATE SIMULTANEOUSLY. 2018 WASHINGTON STATE ENERGY CODE MISC. ENERGY CODE NOTES 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. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals).Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Where the primary heating system is a forced -air furnace, at least one thermostat per dwelling unit shall be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. Specifics and Exceptions see SEC. ALL DUCTWORK SHALL BE SEALED AND TESTED PER R403.2.2 WINDOW AND DOOR HEADERS SHALL BE INSULATED WITH R-10 RIGID INSULATION EXCEPT IN SITUATIONS WHERE STRUCTURAL BEAM SIZE REQUIREMENTS OVERRIDE. ALL APPLIANCES SHALL BE U.L. LISTED. WHOLE HOUSE FANS Whole house ventilation fans shall be installed so as to run simultaniously. EXHAUST FANS Exhaust fans to terminate at building exterior with clearances per SRC M1506.2 (min. 3 ft to openings) and for clothes dryer vent terminations to be per M1502.3 (3 ft to Bldg. openings). ALL FENESTRATION SHALL BE NFRC CERTIFIED. tx6 TOP PLATES .W.B. .ID R-10 INSULATION tLLED IN CAVITY BETWEEN ER AND INTERIOR G.W.B. ER PER PLAN ..,,.�OW, FINISH &TRIMS PER MISC. DETAILS HEADER INSULATION PRESCRIPTIVE ENERGY CODE COMPLIANCE 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 re uirements a I to all IRC buildin t es includin detached one- and two-famil q pp Y g Yp g Y dwellings and multiple single-family dwellings (townhouses). Project Information Contact Information 737 Aloha Street, Edmonds, WA Brian Goodni ht 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. Authorized Representative I I Date 04/15/2023 All Climate Zones (Table R402.1.1) R-Value a U-Factor a Fenestration U-Factorb n/a 0.30 Skylight U-Factorb n/a 0.50 Glazed Fenestration SHGC bje n/a n/a Ceiling e 49 0.026 Wood Frame Wall g•h 21 int 0.056 Floor 30 0.029 Below Grade Wall `•h 10/15/21 int + TB 0.042 Slab d.t R-Value &Depth 10, 2 ft n/a 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 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 of the 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 +5T6" 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. "5T6" 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- orjoist-vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. R-7.5 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. For log structures developed incompliance with Standard ICC 400, log walls shall meet the requirements for g 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 insulation. Prescriptive Path -Single Family 2018 Washington State Energy Code-R FENENSTRATION CALCULATIONS VERTICAL GLAZING 367 SF LESS EXEMPT GLAZING -00 SF GLAZED DOORS PLUS OTHER EXTERIOR DOORS 152 SF TOTAL FENESTRATION: 519 SF NOTE: SEE SHEET A8 & A9 FOR ADDITIONAL INSULATION LOCATIONS AND DETAILS. ENERGY CREDITS OPTIONS DESCRIPTION HEATING Combustion heating equipment meeting minimum federal OPTION 1 efficiency standards for the equipment listed in Table C403.3.2(4) or C403.3.2(5) ENERGY Prescriptive compliance is based on Table R402.1.1 with the OPTION 1.3 following modifications: Vertical fenestration U = 0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab ENERGY Compliance based on R402.4.1.2: OPTION 2.1 Reduce the tested air leakage to 3.0 air changes per hour maximum at 50 Pascals ENERGY Energy Star rated (U.S. North) Gas or propane furnace with OPTION 3.1 minimum AFUE of 95% ENERGY Water heating system shall include one of the following: OPTION 5.3 Energy Star rated gas or propane water heater with a minimum UEF of 0.91 ENERGY For each 1200 kWh of electrical generation per housing unit OPTION 6.1 provided annually by on -site wind or solar equipment a 1.0 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: For solar electric systems, the design shall be demonstrated to meet this requirement using the National Renewable Energy Laborator calculator PVWATTs or a roved alternate b the Y PP Y code official. Documentation noting solar access shall be included on the plans. CREDIT 0.5 0.5 1.0 1.0 3.0 TOTAL CREDITS 6.0 2018 Washington State Energy Code -Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single 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 (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 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 Options Fuel Normalization Descriptions Credits -select ONE heating option User Notes 1 Combustion heating minimum NAECAb 0.0 0 Gas Radiant heat +solar 2 Heat pump` 1.0 ❑ 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 ❑ Energy Credits -select ONE O tions Energy Credit Option Descriptions energy option from each P cate or 1.1 Ix�0000l�t®o 00 � � ®oo 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 � Gas boiler for radiant floor ht 3.2 High Efficiency HVAC 1.0 ❑ 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 1.0 ❑ ❑ 4.2 High Efficiency HVAC Distribution System Prescriptive Path -Single Family 2018 Washington State Energy Code-R 2 HEATING SYSTEM SIZE simple rteanng system s¢e: wasningcon Mace 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 GOODNIGHT RESIDENCE BRIAN GOODNIGHT EDMONDS, WA98020 Heating System Type: .All other Systems O 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 � J oT =Indoor (70 degrees) -Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 2,578 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 9.1 23,460 Glazing and Doors U-Factor X Area = UA Instructions `u-o.ze � 0.280 519 145.32 Skylights Instructions Insulation Attic U-Factor X Area = UA 0.50 0� --- U-Factor X Area = UA Instructions �R49 � I 0.026 2,157 56.08 J Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions L No Vaulted Ceilings in this project. Ceilings in this project. � lVaulted Above Grade Walls tree Figure tj U-Factor X Area UA Instructions `R-21 Intermediate � I 0.056 3,645 204.12 Floors U-Factor X Area UA Instructions 0.025 1,882 47.05 I R-38 � Below Grade Walls tree Figure �� U-Factor X Area UA Instructions `No Below Grade Walls in this project. � 0.028 0� J Slab Below Grade tree Figure tj F-Factor X Length UA Instructions Slab Below Grade in � 0.303 0� No this project. Slab on Grade (see Figure +� F-Factor X Length UA Instructions No Slab Grade in � --- 1 on this project. Location of Ducts Instructions Duct Leakage Coefficient Conditioned Space � I 1.00 Sum of UA 452.57 Envelope Heat Load 20,818 Btu /Hour Fiaure 1. Sum of UA x oT Air Leakage Heat Load 11,655 Btu /Hour Volume x 0.6 x 4T x 0.018 Above Grade Building Design Heat Load 32,473 Btu /Hour � Air leakage +envelope heat loss Building and Duct Heat Load 32,473 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 45,462 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 2018 Washington State Energy Code -Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington 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 each category d 5.1d Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 � 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 0 12,000 KW total unit 7.1 Appliance Package 0.5 ❑ Total Cred►t5 6.0 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 (07/01/13J U Z N Z Q E Q � o � Y = o, C w�� C w �, °' �� O "�� J U J�� M � � Z � O ,C W � @ � o °E' W m � o W � H Q U C �/ + � /�i`�` .G� \\, � �, `R� � r A' _� . � . ��. II '� C y U voi aims_ � ads °'aoo z} .L y0 N N C J N L N� p- �� V! O oQ �`o '� q c0 °'r�� o d n�- . c� '� o d F o p U E o �n c FD-m o��mat.. �c��Y ay 4 00� o o.� 0 0 o c m `° m o� m£ N` L L N T C U �'od u�mcrn �L=m�NEv� a W� Q E aui N� c i i m a o� d �- -° o O W� U�� w o U o o c c'� 3� d y U U��H c m u c-oU o. o.�m m0 a'� `o 111 O N U d Ul -O E N� N L O 'C F Z O- O y�� N N i O F r= N O RESUB LJJ May 17 2023 V CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z W 0 H W � � v I O O N J J J � � o• I.L I.L � H H Z O W � Z � Z It- W � � 0 a z O O � W O Z O N J � � � 3 � 0 O Q M n � (6 � Cr) N � N � M N � N � c a> � o � � � •- � � a� o '� -a � a> 0 .� o � E: T m ;� �, L � � � � .� .� � � Z � N PROJECT NO. 210905 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET NO. PRINT DATE 5/12/2023 7:46:20 AM ELEVATION NOTES PROVIDE METAL FLASHING OVER TOPS OF WINDOWS AND TOPS OF TRIMS DIRECTLY EXPOSED TO WEATHER. ROOFING MATERIAL, SIDING AND FLASHING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INDUSTRY STANDARDS AND PER I.R.C. PORCHES, BALCONIES, RAMPS OR RAISED SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDE OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES SHALL BE SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH. THE TRIANGLE OPENINGS FORMED BY THE RISER, TREAD, AND BOTTOM OF RAIL SHALL BE SUCH THAT A 6" SPHERE CANNOT PASS THROUGH. EXTERIOR STAIRS SHALL BE NOT LESS THAN 36"WIDE. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE STAIRWAY AND MIN. CLEAR WIDTH AT OR BELOW THE HANDRAIL SHALL NOT BE LESS THAN 31.5". MAX. RISER HEIGHT IS 7 3/4". MIN. TREAD DEPTH SHALL BE 10". A LANDING IS REQUIRED AT TOP AND BOTTOM OF EACH STAIRWAY. SITE ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH BACKGROUND, BE ARABIC NUMBERS OR ALPHABETICAL LETTERS, BE A MIN. OF 4" IN HEIGHT WITH A MIN. STROKE WIDTH OF 1/2". (R319.1) Shingles WeatherSealuowel-applied membrane Step flashing taped and sealed Kick -out flashing � Kick -out and fascia �� taped and sealed Wall sheathing KICKOUT FLASHING DETAIL ELEVATION KEYNOTES KEYNOTE NO. DESCRIPTION E3 40+YEAR PRESIDENTIAL RANDOM CUT ARCHITECTURAL COMPOSITION ROOFING (IF PITCH IS 3:12 OR LESS, INSTALL ROOFING OVER ICE AND WATER SHEILD.) E5 CONTINUOUS ALUMINUM GUTTER ON 5/4x6 FASCIA E9 FASCIA: 1x4 ON 5/4x10 (TYPICAL AT GABLE ENDS) E14 HORIZONTAL BEVEL CEMENT BOARD SIDING PER BUILDER SPECS E25 SLIMLINE METAL CORNER TRIM. E44 TIMBER BEAM PER STRUCTURAL PLANS. STAIN OR PAINT PER OWNER SPECS. E63 6" MINIMUM CLEARANCE ABOVE FINISHED GRADE OR PROVIDE TREATED MATERIAL PER I RC317. E66 CONCRETE LANDING AND STEPS PER IRC. E70 HARDI PANEL SHEET SIDING WITH E-Z TRIM CHANNELS E71 STONE VENEER PER MANUF. INSTALLATION SPECIFICATIONS o/P.T. PLYWOOD BOX FRAME AND FRAMING o/ P.T. POST PER PLANS. E81 EXTERIOR ENTRY DOOR w/TEMP. GLASS PER OWNER SPECIFICATIONS. E83 DOUBLE SLIDING GLASS PATIO DOOR w/TEMP. GLASS E84 INSULATED STEEL OVERHEAD GARAGE DOOR E85 GARAGE DOOR -ALUMINUM OR STEEL FRAMNE w/ FROSTED TEMP. GLASS PANELS. MAKE AND MODEL PER OWNER OR BUILDER. E87 LOCKING DEADBOLD AT ENTRY DOOR. E89 DOUBLE STORE DOOR w/ TEMP. GLASS. 0 0 z w U H Y Q � w g 22 3, 112 - 0 5/8" 6' - 01 /2" E83 SOLAR PANELS 7'-3 eni nn nnni�i c � i - 5 1 /2" CV 0 SOUTH ELEVATION ao o _ Max. Hei hg t � 106' -11 5/8" 1 Top of Ridge n 106' -1 1 /8" 2ND FLOOR PLATE � 102' - 3 1 /4" 1 _ 2ND FLOOR � 94' - 2 1 /4" 1 1ST FLOOR PLATE I1 93' - 1 5/8" 1ST FLOOR 85' - 0 5/8" BASEMENT PLATE 84' - 0" Average Grade 81' - 11 5/8" Max. Hei ht 106' - 11 5/8" Top of Ridge n 106' - 1 1 /8" � _ 2ND FL00_R PLATE 102' - 3 1 /4" E70 29 oO� - a - , 3„i12° 00 00 - o CV OD _�,, 2ND FLOOR 13 0 94' - 2 1 /4" 1ST FLOOR PLATE 0 93' - 1 5/8" O o - O nnnn O oo E7 ' ' ' '�� o 0 1ST FLOOR 00 0� 85' - 0 5/8" — I _ I - FINISHED GRADE (APPROX) E84 III }-} I� � — -- -- — � � t BASEMENT PLATE L�--t�—�� I I�� I — lL� I� 84 -0 EXI STI NGIGRADEi }-� {- � � _ � _ -- -f - � — t � � �4vera e Grade - �_��-I---t�—�T � � I I I � �-81'-11 5/8�� —I-Ft—�it1—��T �� I I I�� III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III I WEST ELEVATION V z N W Z a E a �� Y x Q, ula�u, w ,� a� �� O "� U J� �� M Cfl � Z � N C W � �� o °' W op J � W a H O U C �` %%_ _ + c=== 'a \`�� C ..r ` � .`� II � .. — �� , ! � �i�l � � >k...-. Z ��° �m=��oo }�� (/7 N N 3 J" N E T d N N C D N Z_ `o � c m 0 d" a m c� m c c m n Nam c:� � o L F `o p T � L U£� y E 2�¢ n a�� w c c m � .. o�� o U O J N OIQCQ O O- N N O D= � N U LL Q N�"� N C N w L ` l0 �Up�pJJ � E p Np a W O � E O N N O n O d�� C N N O U � W� U�� w c U c o c c= 3 c a� N UJJH c m � $.oV aa'� m0 m� o = O m�� v E w e a`� r c c L r za_v @ �d o�Em� RESUB W May 17 2023 V CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W � N h � W pC � H � � O O J J J J o a W W a LL LL � H H Z O _ _ � W � Z � Z W � 0 a_ � ZO O w O �a Z O N O _ O Q n ii V V � � � M (V � � M N � � c N O � c � o �� -a N -� .goo � E � � rn L o � �� Z � N PROJECT NO. 210905 DESIGNED BY TL DRAWN BY TL 8� RM CHECKED BY TL SHEET NO. PRINT DATE 5/12/2023 2:33:46 PM Step 1: Prepare the WRB at the rough opening: install a small section of house wrap below the sill (referred to as an "apron");alternatively, install self-adhesive pan flashing with split backing (where the release paper backing can be removed incre- mentally) to seal to the house wrap later. Step 2: Install pan flashing: cover the rough sill and extend onto the face of the wall/ WRB. Step 3: Install the window: according to manufacturer instructions. Step 4: Install the jamb flashing: over window flange and pan flashing and extend above the head flange. Step 5: Install the head flashing: over and beyond the jamb flashing (and over the win- dowdrip cap if installed). Step 6: Integrate the WRB: Install house wrap shingle -fashion, integrated with the apron, and seal house wrap at jambs and head using sealant (beneath the house wrap) or construction tape. SILL FLASHING NOTE: INSTALL BENJAMIN OBDYKE HYDROCORNER SILL FLASHING OR EQUIV. ALL WINDOW SILL CORNERS INSTALL BENJAMIN OBDYKE HYDROFLASH®GP SILL / PENETRATION FLASHING OR EOUIV. OVER CORNER SHIELD, AS EXTRA PREVENTION FOR LEAKS @SILL CORNERS HEAD FLASHING NOTE: SEE NOTE BELOW - DRAWING FOR INSTALLATION �O5 O OF METAL HEAD FLASHING @ THIS AREA --- WEATHER RESISTIVE BARRIER HYDROGAP DRAINABLE HOUSEWRAP (BENJAMIN OBDYKE) W/BENJAMIN OBDYKE HYDROFLASH®GP SILL / PENETRATION FLASHING AND BENJAMIN OBDYKE HYDROCORNER SILL FLASHING (APPROVED SUBSTITUTIONS OKAY) Housewrap Rigid cap flashing Flashing tape over head trim i �o° to is° slope � ) HEAD FLASHING NOTE: - Flashing AT WINDOW HEAD METAL DRIP tape FLASHING :INSTALL METAL HEAD overtop FLASHING @WINDOWS &EXTERIOR flange DOORS PER THE DETAIL BELOW. Head trim � Flashing tape over side - window flange /I �/4-in. gap beneath siding WINDOW FLASHING ELEVATION KEYNOTES KEYNOTE N0. DESCRIPTION E3 40+YEAR PRESIDENTIAL RANDOM CUT ARCHITECTURAL COMPOSITION ROOFING (IF PITCH IS 3:12 OR LESS, INSTALL ROOFING OVER ICE AND WATER SHEILD.) CONTINUOUS ALUMINUM GUTTER ON 5/4x6 FASCIA E5 E9 FASCIA: 1x4 ON 5/4x10 (TYPICAL AT GABLE ENDS) E14 HORIZONTAL BEVEL CEMENT BOARD SIDING PER BUILDER SPECS E25 SLIMLINE METAL CORNER TRIM. E44 TIMBER BEAM PER STRUCTURAL PLANS. STAIN OR PAINT PER OWNER SPECS. E63 6"MINIMUM CLEARANCE ABOVE FINISHED GRADE OR PROVIDE TREATED MATERIAL PER IRC317. E66 CONCRETE LANDING AND STEPS PER IRC. E70 HARDI PANEL SHEET SIDING WITH E-Z TRIM CHANNELS E71 STONE VENEER PER MANUF. INSTALLATION SPECIFICATIONS o/P.T. PLYWOOD BOX FRAME AND FRAMING o/ P.T. POST PER PLANS. E81 EXTERIOR ENTRY DOOR w/TEMP. GLASS PER OWNER SPECIFICATIONS. E83 DOUBLE SLIDING GLASS PATIO DOOR w/ TEMP. GLASS E84 INSULATED STEEL OVERHEAD GARAGE DOOR E85 GARAGE DOOR -ALUMINUM OR STEEL FRAMNE w/FROSTED TEMP. GLASS PANELS. MAKE AND MODEL PER OWNER OR BUILDER. E87 LOCKING DEADBOLD AT ENTRY DOOR. E89 DOUBLE STORE DOOR w/ TEMP. GLASS. Max. Height 106' - 11 5/8" � Top of Rldge 106' - 1 1 /8" 0 — N � Top of Ridge 2ND FLOOR PLATE � 102' - 3 1 /4" 2ND FLOOR 94' - 2 1 /4" �� 1ST FLOOR PLATE n 93' - 1 5/8" — 1ST FLOOR � 85' - 0 5/8" V �� rt � �r � � �fi - �� fi �� rt � �r � � �fi - �� fi �� rt � �r � � �fi � - �� fi �� r � � �t � - �� fi �� -BASEMENT F 5009 NORTH ELEVATION — -- SOLAR PANELS PER PLAN. ��— — � o E3 E5 _ _ _ _ _ _ 2ND FLOOR PLAT 102' - 3 1 /4" E70 E9 28 i7p 0 _ — — — — — — _ — — _ — — 2ND FLOOR � � — — — — — — — -- — — — — — — 94'-21/4" 1ST FLOOR PLATE tom, 93' - 1 5/8" �1 16 E14 17 Average Grade — � � � � � � � � � � � Es3 81 -11 5/8 — — _ III III — _ 1--m - �--r r � fi �--r-r fi r-m - t�--r r � � �-r fi r-m - t�--r r � fi �-r fi r-m - t�--r r � t� r�-r fi r-m - t�--r r � � �--r-r fi r-rr - �--r �� III III �� III III � �� III III � �� III III �� III III EAST ELEVATION _ 1ST FLOOR � 85' - 0 5/8" 1 BASEMENT PL E �. 84' - 0" �I i+� co _ BASEMENT FLOOR 75� __9�� V Z N W o Z ¢ E a �� Y x Q, ul o_ �u, w ,n a� �� O "� U J� �� M Cfl � Z � N C W � �� o °' W op J � W a H O u C �` %%_ + c=== 'a \`�� C ..r ` � :: �i � 1 ' � �� r�i� � ��'� �� I , � � � I,' 1 h' t'�;; ''' �`�_�;:; Z N .0..0 L i d � N C C U C O O r� O N O J L N G O_ �� N O N Z� � U C N Q d =' � (D U N C C N n Nam C.0 � O L F O O T j L U E O N C 2�¢na=mow �ccm�.-��° O J N OIQCQ O O- N N O D= � N U LL Q N�"� N C N w L ` l0 �Up�pJJ � E p Np a W O � E O N N O n O d�� C N N O U p W� V o�� c U o p c c_ 3� a� N UJJH c m � $.oU aa'� m0 m� o = O m�� v E w e a`� r� c L r za_v @ �d o�Em� RESUB W May 17 2023 V CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W N W pC � H O O N ee� � eeJ � O• W W a LL LL � � � z W � Z � Z W � 0 a � z0 O w0 �a ZO "'� o � 11 � o Q � V � � � M (V � � M N � v c a� o .� _� o-a� '� .� a� o 0 � E � L o � m a�i � � .� .� � � Z � N PROJECT NO. 210905 DESIGNED BY TL DRAWN BY TL 8� RM CHECKED BY TL SHEET NO. PRINT DATE 5/12/2023 2:34:07 PM DOOR SCHEDULE -BASEMENT FLOOR SYM. N0. WIDTH HEIGHT � DOOR TYPE COMMENTS BASEMENT FLOOR D1 3' - 0" 6' - 8" SINGLE PANEL KEYNOTE N0. KEYNOTE SCREED DESCRIPTION A01 GARAGE DOOR: PROVIDE 1 3/8" SOLID CORE OR 20 MIN. FIRE RATED RATED DOOR BETWEEN HOUSE AND GARAGE. DOOR TO BE EQUIPPED WITH A SELF -CLOSING DEVICE. (R302.5.1) A02 LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT EACH SIDE OF EACH EXTERIOR DOOR. LANDING OR FLOOR SHALL BE A MAX. 1.5" LOWER THAN THE TOP OF THE THRESHOLD; 7 3/4" IS PERMITTED AT EXTERIOR DOORS THAT DO NOT SWING OVER THE LANDING. MAX. LANDING SLOPE IS 1/4:12. (R311.3.1 & 311.3.2) A03 GARAGE WALL: SEPARATION FROM GARAGE AND RESIDENCE SHALL HAVE 1/2" GYPSUM BOARD APPLIED TO GARAGE SIDE. A 5/8" TYPE "X" GWB OR EQUIV. IS REQUIRED BETWEEN THE GARAGE AND HABITABLE SPACE ABOVE THE GARAGE. (R302.6 &TABLE 302.6) A04 COOKING APPLIANCES: HOUSHOLD COOKING APPLIANCES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH MANUF. SPECS. RANGE HOOD SHALL HAVE LIGHT & 100 CFM MIN. EXHAUST FAN AND BE VENTED TO OUTSIDE WALL. EXAHUST HOOD SYSTEMS IN EXCESS OF 400 CFM SHALL BE PROVIDED WITH MAKE UP AIR IN THE AMOUNT EQUIV. TO THE EXHAUST RATE. (M1503) A05 CRAWLSPACE OPENING: MIN. 18"x24" THROUGH THE FLOOR OR MIN. 16"x24" THROUGH THE PERIMETER WALL. (R408.4) A06 GUARDS SHALL BE REQUIRED AT OPEN SIDED WALKING SURFACES, PORCHES, STAIRS, RAMPS, BALCONIES AND LANDINGS LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW. GUARD SHALL NOT BE LESS THAN 36" IN HEIGHT. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. (R312) A07 STAIR TREADS AND RISERS (R311.7): MAX. RISER HEIGHT SHALL BE 7 3/4". RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. DIFFERENCE IN RISER HEIGHTS SHALL NOT EXCEED 3/8". THE MIN. TREAD DEPTH SHALL BE 10". DIFFERENCE IN TREAD DEPTH SHALL NOT BE GREATER THAN 3/8". FIREBLOCK STAIRS PER IRC 302.11. ALL STAIRS TO BE PROVIDED WITH A LIGHT AND SWITCH AT TOP AND BOTTOM OF STAIRS (R303.7). STAIR LANDINGS REQUIRED AT TOP AND BOTTOM (311.7.6) A08 EGRESS WINDOWS: OPENINGS ARE REQUIRED FOR ALL SLEEPING ROOMS AND BASEMENTS. BOTTOM OF CLEAR OPENING IS NOT TO EXCEED 44" ABOVE FLOOR. OPENABLE AREA IS 5.7 SQ. FT. NET CLEAR MIN. EXCEPT 5.0 SQ. FT. IS ALLOWED FOR AN OPENING WITHIN 44" OF FINISHED GRADE. (R310.1) A09 DIRECT VENT ZERO CLEARANCE GAS FIREPLACE SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS AND IN STRICT ACCORDANCE W/ LOCAL BUILDING CODES. MUST BE U.L. LISTED. (M1303/ G2427.2.1) A10 DRYER: VENT TO OUTSIDE AND PER MANUFACTURER SPECICATIONS. DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH AND CONSTRUCTED OF METAL. MAX. DUCT LENGTH PER TABLE M1502.4.4.1 OR M1502.4.4.2. (M1502) A11 TYPICAL EXTERIOR WALL: SIDING o/INFILTRATION BARRIER o/ EXTERIOR SHEATHING PER STRUCTURAL PLANS o/ 2X6 STUDS @ 16" O.C. w/ R-21 BATT INSULATION AND 1/2" MIN. GWB AT INSIDE FACE w/ P.V.A. PRIMER. Al2 PILOTS, BURNERS, &SWITCHES TO BE 18" MIN. ABOVE FLOOR. ALL APPLIANCES TO BE U.L. RATED. DUCTS IN GARAGE AND THOSE PENETRATING THE WALLS OR CEILINGS SEPARATING THE GARAGE FROM THE DWELLING SHALL BE 26 GA. SHEET STEEL AND SHALL HAVE NO OPENINGS IN THE GARAGE. WATER HEATERS SHALL BE ANCHORED AGAINST MOVEMENT AND OVERTURNING IN ACCORDANCE WITH M1307.2. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. A17 CLOSET ROD w/VINYL COATED WIRE SHELF A19 TEMP. GLASS DOOR A20 TEMP. GLASS WINDOW A24 FIBERGLASS TUB w/TILE SURROUND AND CURTAIN OR TEMP. GLASS DOOR PER BUILDER SPECIFCATIONS. A27 UNDER -STAIR PROTECTION -ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACES AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GWB. (IRC R302.7) A34 HEAT SENSOR AT GARAGE. INTERCONNECTED TO SMOKE DETECTORS PER R314.2.3. 2 1 BASEMENT FLOOR co N O M N CV 1 V z N W O W Z a E a �� Y = Q, ula�u, w ,� a� �� O "� U J� �� M Cfl � Z � N C W � �� O °� W op J � W a 0 u c �` %%_ _ + c=== 'a \`�� C ..r ` � .`� II � .. — �� ! � �' 1 I� � �� " ��;�;.; Z N .0..0 L i d � N C C U C O O r� O N O J L N G O_ �� N O N Z� �p U� .y � N y L N U N C C N .n Nam c:� � _o t~ `o p T � L U E� y E 2�¢ n a�� w c c m �~�� O J N 0I QCQ O O— N t0 O D= � N C� U LL� N�"� N C N w L '= l0 U� E N aw�aEdNyoa�a��c�N�°� p W� V o�� c U o p c c_ 3� a� N UJJH c m � $.oU aa'� m0 m� o = O m�� v E w e a`� r� c L r z a_ v @ � d o� E m� RESUB W May 17 2023 V CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W � N h � W pC � H t/� t/i O O O� W W a LL LL � � � z H H O _ _ � W � Z � Z W � 0 a � z0 O wp z0 N° �a o � o V Q � � � � M (V � � M N � � C N O � C � �� N .;oo !_ � � ;� L 0 C .> ., N� L.1� ��/ I'✓ Z � N PROJECT NO. 210905 DESIGNED BY TL DRAWN BY TL 8� RM CHECKED BY TL SHEET NO. PRINT DATE 5/12/2023 2:34:24 PM DOOR SCHEDULE - 1ST FLOOR SYM. N0. WIDTH HEIGHT � DOOR TYPE COMMENTS 1ST FLOOR D6 16' - 0" 8' - 0" DOUBLE SLIDING PATIO DOOR D7 18' - 0" 7' - 0" OVERHEAD GARAGE DOOR TEMP. GLASS PANELS IN METAL FRAME PER MFGR. D8 3' - 6" 7' - 0" SINGLE ENTRY -CONTEMPORARY (TEMP.) TEMP. GLASS (U=0.28) D9 2' - 8" 6' - 8" SINGLE PANEL D10 2' - 6" 6' - 8" SINGLE POCKET POCKET DOOR D11 2' - 8" 6' - 8" SINGLE PANEL D12 3' - 0" 8' - 0" SINGLE PANEL D13 3' - 0" 8' - 0" SINGLE PANEL 1 3/8" SOLID CORE w/SELF CLOSING MECHANISM. SEE KEYNOTE 1 D16 2' - 8" 6' - 8" SINGLE PANEL D17 3' - 0" 6' - 8" SINGLE POCKET POCKET DOOR D18 3' - 6" 7' - 0" Door -Opening D19 6' - 0" 7' - 0" OVERHEAD GARAGE DOOR -EMBOSSED PANEL INSULATED STEEL DOOR PER MFGR. D20 6' - 0" 7' - 0" DOUBLE GLASS (TEMP.) WINDOW SCHEDULE - 1ST FLOOR SYM. N0. WIDTH HEIGHT AREA WINDOW TYPE U-VALUE COMMENTS 1ST FLOOR 3 4' - 0" 5' - 0" 20 SF PICTURE (FIXED) 0.28 4 4' - 0" 5' - 0" 20 SF PICTURE (FIXED) 0.28 5 4' - 0" 5' - 0" 20 SF CASEMENT -SINGLE 0.28 6 4' - 0" 4' - 0" 16 SF SLIDER 0.28 8 4' - 0" 4' - 0" 16 SF PICTURE (FIXED) 0.28 10 3' - 0" 5' - 0" 15 SF PICTURE (FIXED) 0.28 11 3' - 0" 5' - 0" 15 SF CASEMENT -SINGLE 0.28 12 3' - 0" 5' - 0" 15 SF CASEMENT -SINGLE 0.28 13 4' - 0" 3' - 0" 12 SF PICTURE (FIXED) 0.28 14 4' - 0" 3' - 0" 12 SF PICTURE (FIXED) 0.28 15 4' - 0" 3' - 0" 12 SF PICTURE (FIXED) 0.28 16 4' - 0" 4' - 0" 16 SF SLIDER 0.28 17 5' - 0" 5' - 0" 25 SF SLIDER 0.28 TEMP. GLASS 18 3' - 8" 2' - 0" 7 SF PICTURE (FIXED) 0.28 19 4' - 0" 1' - 3" 5 SF PICTURE (FIXED) 0.28 20 6' - 0" 1' - 3" 8 SF PICTURE (FIXED) 0.28 22 4' - 0" 4' - 0" 16 SF PICTURE (FIXED) 0.28 23 4' - 0" 1' - 3" 5 SF PICTURE (FIXED) 0.28 1ST FLOOR PLATE 24 3' - 8" 2' - 0" 7 SF PICTURE (FIXED) 0.28 25 3' - 8" 2' - 0" 7 SF PICTURE (FIXED) 0.28 26 3' - 8" 2' - 0" 7 SF PICTURE (FIXED) 0.28 Grand total 277 SF KEYNOTE N0. KEYNOTE SCH ELDU LE DESCRIPTION A01 GARAGE DOOR: PROVIDE 1 3/8" SOLID CORE OR 20 MIN. FIRE RATED RATED DOOR BETWEEN HOUSE AND GARAGE. DOOR TO BE EQUIPPED WITH A SELF -CLOSING DEVICE. (R302.5.1) A02 LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT EACH SIDE OF EACH EXTERIOR DOOR. LANDING OR FLOOR SHALL BE A MAX. 1.5" LOWER THAN THE TOP OF THE THRESHOLD; 7 3/4" IS PERMITTED AT EXTERIOR DOORS THAT DO NOT SWING OVER THE LANDING. MAX. LANDING SLOPE IS 1/4:12. (R311.3.1 & 311.3.2) GARAGE WALL: SEPARATION FROM GARAGE AND RESIDENCE SHALL HAVE 1/2" GYPSUM BOARD APPLIED TO GARAGE SIDE. A 5/8" TYPE "X" GWB OR A03 EQUIV. IS REQUIRED BETWEEN THE GARAGE AND HABITABLE SPACE ABOVE THE GARAGE. (R302.6 &TABLE 302.6) A04 COOKING APPLIANCES: HOUSHOLD COOKING APPLIANCES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH MANUF. SPECS. RANGE HOOD SHALL HAVE LIGHT & 100 CFM MIN. EXHAUST FAN AND BE VENTED TO OUTSIDE WALL. EXAHUST HOOD SYSTEMS IN EXCESS OF 400 CFM SHALL BE PROVIDED WITH MAKE UP AIR IN THE AMOUNT EQUIV. TO THE EXHAUST RATE. (M1503) A05 CRAWLSPACE OPENING: MIN. 18"x24" THROUGH THE FLOOR OR MIN. 16"x24" THROUGH THE PERIMETER WALL. (R408.4) A06 GUARDS SHALL BE REQUIRED AT OPEN SIDED WALKING SURFACES, PORCHES, STAIRS, RAMPS, BALCONIES AND LANDINGS LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW. GUARD SHALL NOT BE LESS THAN 36" IN HEIGHT. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. (R312) A07 STAIR TREADS AND RISERS (R311.7): MAX. RISER HEIGHT SHALL BE 7 3/4". RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. DIFFERENCE IN RISER HEIGHTS SHALL NOT EXCEED 3/8". THE MIN. TREAD DEPTH SHALL BE 10". DIFFERENCE IN TREAD DEPTH SHALL NOT BE GREATER THAN 3/8". FIREBLOCK STAIRS PER IRC 302.11. ALL STAIRS TO BE PROVIDED WITH A LIGHT AND SWITCH AT TOP AND BOTTOM OF STAIRS (R303.7). STAIR LANDINGS REQUIRED AT TOP AND BOTTOM (311.7.6) EGRESS WINDOWS: OPENINGS ARE REQUIRED FOR ALL SLEEPING ROOMS AND BASEMENTS. BOTTOM OF CLEAR OPENING IS NOT TO EXCEED 44" A08 ABOVE FLOOR. OPENABLE AREA IS 5.7 SQ. FT. NET CLEAR MIN. EXCEPT 5.0 SQ. FT. IS ALLOWED FOR AN OPENING WITHIN 44" OF FINISHED GRADE. (R310.1) A09 DIRECT VENT ZERO CLEARANCE GAS FIREPLACE SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS AND IN STRICT ACCORDANCE W/ LOCAL BUILDING CODES. MUST BE U.L. LISTED. (M1303/ G2427.2.1) A10 DRYER: VENT TO OUTSIDE AND PER MANUFACTURER SPECICATIONS. DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH AND CONSTRUCTED OF METAL. MAX. DUCT LENGTH PER TABLE M1502.4.4.1 OR M1502.4.4.2. (M1502) A11 TYPICAL EXTERIOR WALL: SIDING o/INFILTRATION BARRIER o/ EXTERIOR SHEATHING PER STRUCTURAL PLANS o/ 2X6 STUDS @ 16" O.C. w/ R-21 BATT INSULATION AND 1/2" MIN. GWB AT INSIDE FACE w/ P.V.A. PRIMER. Al2 PILOTS, BURNERS, &SWITCHES TO BE 18" MIN. ABOVE FLOOR. ALL APPLIANCES TO BE U.L. RATED. DUCTS IN GARAGE AND THOSE PENETRATING THE WALLS OR CEILINGS SEPARATING THE GARAGE FROM THE DWELLING SHALL BE 26 GA. SHEET STEEL AND SHALL HAVE NO OPENINGS IN THE GARAGE. WATER HEATERS SHALL BE ANCHORED AGAINST MOVEMENT AND OVERTURNING IN ACCORDANCE WITH M1307.2. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. A17 CLOSET ROD w/VINYL COATED WIRE SHELF A19 TEMP. GLASS DOOR A20 TEMP. GLASS WINDOW A24 FIBERGLASS TUB w/TILE SURROUND AND CURTAIN OR TEMP. GLASS DOOR PER BUILDER SPECIFCATIONS. A27 UNDER -STAIR PROTECTION -ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACES AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GWB. (IRC R302.7) A34 HEAT SENSOR AT GARAGE. INTERCONNECTED TO SMOKE DETECTORS PER R314.2.3. 'v M v M 'v c� rn 0 0 (V CV 'v ' 0 CV ti O -v 0 CV A B C D E F 45' - 6" I I I I I / sue, I 5��' ti' 16 �AN OPENIN OF NOT LESS THAN 100" SHALL I i BE PROVED IN THE LAUNDRY CLOSET ENCLOSURE OR MAKEUP AIR SHALL BE � I I I I I PROVIDEDI BY OTHER APPROVED MEANS ' O�6, �, 0 1 �� ti`� I -' � %� � � I A9 I `� D.W. � >� � �� ' '� KITCHEN \ ' �� I 3. �' �� ' A04 � RE `� � � � �' �'� � � � � o � � \� O o � n -r, BUILT IN o �o, ��\ �w�/ 6 � „ ��. " SETTE o � �� 13 - 9 d -: � °� -, 19 � 3 ��\� D17 1 \\ WASH'R AO 10 " -"._ $ O 80CFM � PRIMARY SUITE I I "- I ." I \ �� 0 - - �o �r.o. DRY'R o0 `� � '� � LA U N D RY A10 io �, �'� �� 2x6 W LL - .. �, 1 � '�, � � I A _� = _- A19 � `� 2�, QUEEN BED - � , 2p" � � � � ��A� � �� DOUBLE L - �A02 ". - - � � s BARN -STYLE D12 . - ,, - "_ ' / -8 DOOR DOOR PER NER �� .0 4' OW - �" � � �. ' �o � - . _ "_ A07 � ® o ,. "' O 9 UP C.°. _ BATH -,,�" "" � � A20 - - - - � - -' - r _ 00 - `� A06 PATIO - $oO f)IRF(�T VFNT ,AS - - - - - - �I I _ I I v.r.o. -" , � " " � " 6 O �. �A$ , "� � �" ,� .� "; �,� __- ---::- ---�. I -„ - - - - � �. - - -.. ."- 18'-0"� 9'-6" 1ST FLOOR / 1 5�� 23 22 I //, A03 D19 LAW GARAGE A34 HEAT SENSOR O A03 2x6 WALL - OFF CE I � I �� 3 - � 13 �" A08 11'-1" - � 14 4 -�-�- 15 5 ' - 51 /2" 4' - 3" I 3'-6" 12'- - � I�� ......... O � �O �� i�i�i�i�i�i�i�i i�i�i�i�i�i�i�i�i ��i�i�i�i�i�i�i0 - �i�i�i�i�i�i�iO.'� e � `�= �., - - �� I I 4'-9" 2'-0" 3'-91/2" i II I I O I II I I - I 6, _ 5„ I -v I b I , I ,„ - -� - - I II CV A03 A01 A34 PWD � 140 CFM (MIN.) WHOLE A03 HOUSE EXHAUST FAN HEAT SENSOR w/ TIMER 9'-11" 12'-2" 00 °�°�S�°� ENTRY � C GARAGE SLOPE GARAGE SLAB O 1/8" PER 1'-0" TOWARDS 9 DOOR. . I GARAGE CEILING: __ A03 5/8" TYPE "X" GWB UNDER HABITABLE SPACES ABOVE. 0 A19 ------ - - ---- - ---- I I I I I - - - �- I � I I R.O. FOR FUTURE I o EQ EQ I ELECT. VEHICLE I - � CHARGING STATION � 22 1 02 ' � I I � - - -- � I I I I T-0" � � 23'-0" 5'-41/2" 7'-2" 2x6 WALL D16 N rn M FREE STANDING SOAKING TUB - -TEMP. GL. °O WINDOW 1 A8 SHOWER OPTIONAL SOAP SHELF A11 SEE BSMT. PLAN CV V z N W O Z a E a �� Y= m ula�u, w ,� a� �� "� O J� U �� M Cfl � Z � N C W � �� o W op J � a = H _ .,� °u �, �,� + //��=- c=== 'a \`�� C Kr � .`� II _ _ � ■a �i � i ! I � � �� I '�,' . �� ! � �I�I � � >k...-. i Z N .0..0 L i d � N C C U C O O r� O N O J L N G O- M O N O N Z� � V C N � d" L N U N C C N n Nam C .0 'w0- O L F O O T j L U E O N C O J N OIQCQ O O- N N O D= � N U LL Q N�"� N C N w L ` l0 �Up�pJJ � E p Np a W O � E O N N O n O d�� C N N O U p W� V o�� c U o p c c_ 3� a, N UJJH c m � $.oU aa'� m0 m� o = O m�� v E w� m t� c r za_v @ �d o�Em� RESUB W May 17 2023 V CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W N W � H t/� t/� O O J J J J o a W W a Z i i W � Z � Z W � 0 a � z0 O =_ w O �a Z O N O p Q n � V V � � � M (V � � M N � v c a� � o � �. c � o-a� .� � � .� N O O � E � � � L o � m a�i � � �� Z � N PROJECT NO. 210905 DESIGNED BY TL DRAWN BY TL 8� RM CHECKED BY TL SHEET NO. PRINT DATE 5/12/2023 7:48:12 AM DOOR SCHEDULE - 2ND FLOOR SYM. N0. WIDTH HEIGHT DOOR TYPE COMMENTS 2ND FLOOR D21 2' - 8" 6' - 8" SINGLE PANEL D22 2' - 8" 6' - 8" SINGLE PANEL D23 2' - 6" 6' - 8" SINGLE PANEL D24 2' - 6" 6' - 8" SINGLE PANEL D25 2' - 8" 6' - 8" SINGLE PANEL WINDOW SCHEDULE - 2ND FLOOR SYM. N0. WIDTH HEIGHT AREA WINDOW TYPE U-VALUE COMMENTS 2ND FLOOR 27 7' - 0" 4' - 0" 28 SF CASEMENT -PICTURE 0.28 28 7' - 0" 4' - 0" 28 SF CASEMENT -PICTURE 0.28 29 7' - 0" 4' - 0" 28 SF CASEMENT -PICTURE 0.28 30 2' - 0" 3' - 0" 6 SF SINGLE HUNG 0.28 TEMP. GLASS Grand total 90 SF KEYNOTE SCH ELD KEYNOTE N0. DESCRIPTION A01 GARAGE DOOR: PROVIDE 1 3/8" SOLID CORE OR 20 MIN. FIRE RATED RATED DOOR BETWEEN HOUSE AND GARAGE. DOOR TO BE EQUIPPED WITH A SELF -CLOSING DEVICE. (R302.5.1) A02 LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT EACH SIDE OF EACH EXTERIOR DOOR. LANDING OR FLOOR SHALL BE A MAX. 1.5" LOWER THAN THE TOP OF THE THRESHOLD; 7 3/4" IS PERMITTED AT EXTERIOR DOORS THAT DO NOT SWING OVER THE LANDING. MAX. LANDING SLOPE IS 1/4:12. (R311.3.1 & 311.3.2) A03 GARAGE WALL: SEPARATION FROM GARAGE AND RESIDENCE SHALL HAVE 1/2" GYPSUM BOARD APPLIED TO GARAGE SIDE. A 5/8" TYPE "X" GWB OR EQUIV. IS REQUIRED BETWEEN THE GARAGE AND HABITABLE SPACE ABOVE THE GARAGE. (R302.6 &TABLE 302.6) A04 COOKING APPLIANCES: HOUSHOLD COOKING APPLIANCES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH MANUF. SPECS. RANGE HOOD SHALL HAVE LIGHT & 100 CFM MIN. EXHAUST FAN AND BE VENTED TO OUTSIDE WALL. EXAHUST HOOD SYSTEMS IN EXCESS OF 400 CFM SHALL BE PROVIDED WITH MAKE UP AIR IN THE AMOUNT EQUIV. TO THE EXHAUST RATE. (M1503) A05 CRAWLSPACE OPENING: MIN. 18"x24" THROUGH THE FLOOR OR MIN. 16"x24" THROUGH THE PERIMETER WALL. (R408.4) A06 GUARDS SHALL BE REQUIRED AT OPEN SIDED WALKING SURFACES, PORCHES, STAIRS, RAMPS, BALCONIES AND LANDINGS LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW. GUARD SHALL NOT BE LESS THAN 36" IN HEIGHT. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH. (R312) A07 STAIR TREADS AND RISERS (R311.7): MAX. RISER HEIGHT SHALL BE 7 3/4". RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. DIFFERENCE IN RISER HEIGHTS SHALL NOT EXCEED 3/8". THE MIN. TREAD DEPTH SHALL BE 10". DIFFERENCE IN TREAD DEPTH SHALL NOT BE GREATER THAN 3/8". FIREBLOCK STAIRS PER IRC 302.11. ALL STAIRS TO BE PROVIDED WITH A LIGHT AND SWITCH AT TOP AND BOTTOM OF STAIRS (R303.7). STAIR LANDINGS REQUIRED AT TOP AND BOTTOM (311.7.6) A08 EGRESS WINDOWS: OPENINGS ARE REQUIRED FOR ALL SLEEPING ROOMS AND BASEMENTS. BOTTOM OF CLEAR OPENING IS NOT TO EXCEED 44" ABOVE FLOOR. OPENABLE AREA IS 5.7 SQ. FT. NET CLEAR MIN. EXCEPT 5.0 SQ. FT. IS ALLOWED FOR AN OPENING WITHIN 44" OF FINISHED GRADE. (R310.1) A09 DIRECT VENT ZERO CLEARANCE GAS FIREPLACE SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS AND IN STRICT ACCORDANCE W/ LOCAL BUILDING CODES. MUST BE U.L. LISTED. (M1303/ G2427.2.1) A10 DRYER: VENT TO OUTSIDE AND PER MANUFACTURER SPECICATIONS. DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH AND CONSTRUCTED OF METAL. MAX. DUCT LENGTH PER TABLE M1502.4.4.1 OR M1502.4.4.2. (M1502) A11 TYPICAL EXTERIOR WALL: SIDING o/INFILTRATION BARRIER o/ EXTERIOR SHEATHING PER STRUCTURAL PLANS o/ 2X6 STUDS @ 16" O.C. w/ R-21 BATT INSULATION AND 1/2" MIN. GWB AT INSIDE FACE w/ P.V.A. PRIMER. Al2 PILOTS, BURNERS, &SWITCHES TO BE 18" MIN. ABOVE FLOOR. ALL APPLIANCES TO BE U.L. RATED. DUCTS IN GARAGE AND THOSE PENETRATING THE WALLS OR CEILINGS SEPARATING THE GARAGE FROM THE DWELLING SHALL BE 26 GA. SHEET STEEL AND SHALL HAVE NO OPENINGS IN THE GARAGE. WATER HEATERS SHALL BE ANCHORED AGAINST MOVEMENT AND OVERTURNING IN ACCORDANCE WITH M1307.2. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. A17 CLOSET ROD w/VINYL COATED WIRE SHELF A19 TEMP. GLASS DOOR A20 TEMP. GLASS WINDOW A24 FIBERGLASS TUB w/TILE SURROUND AND CURTAIN OR TEMP. GLASS DOOR PER BUILDER SPECIFCATIONS. A27 UNDER -STAIR PROTECTION -ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACES AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GWB. (IRC R302.7) A34 HEAT SENSOR AT GARAGE. INTERCONNECTED TO SMOKE DETECTORS PER R314.2.3. HANDRAIL, GUARD AND BALUSTERS TO CONFORM TO I.R.C. OPENINGS SPACED SUCH TF'"T " "" """r"r CANNOTI O � II 0 w � � i � CO CV `i i4S _ � � z � w 10"MIN. � - � � r, TREAD o ti iv �� II II II I I I II II I II RESIDENTIAL STAIRS TO BE MIN. 36" (CLR) WIDE. 1/4" DIA. MIN; 2" DIA. MAX. IANDRAIL w/ RETURNS TO VALL. TRIANGLE OF STEPS TO RAIL OPENING SPACED SUCH THAT A 6" SPHERE CANNOT PASS THRU. -FIRE BLOCK BETWEEN STUD 3/4"MIN; BAYS AT WALLS IN CONTACT 1 1/4" MAX. WITH STRINGERS. NOSING 1/2"MIN. PLYWOOD RISERS TYPICAL STAIR DETAIL DBL. JOIST (U.N.O.IN PLAN) SIMPSON LUS210 JOIST HANGER - SIMPSON A35 EACH SIDE OF STRINGERS - (1) LAYER 1/2" GWB - 2x12 STRINGERS PER PLAN A B C D E F G I I I I I / I I //�\ I I I I /� I� �.� I 1 � I � A9 �� \� � / I � I I I �� I I � I I i� / I i � I � I I ��/ I/ I I I \� I I i� � I \� � I \ i�// � I \� I �� I/ I I I I �� I/ i� I ,, / � /ram --- � I� I I I I I // I I � � I � / ��\ � / // �O I� I I I I I � / I I I / \\ � � // \ I I I I / I // I I � I � / 36' - 0" 1 � A9 � 17'-9" '-31/2" 3'-6" \ it / I I �� I � � I // I � � I / \\ / I // 2ND FLOOR H I -----I—� 6'-33/4" I V z N W O Z ¢ E a �� Y= m ula�u, w ,� a� �� "� O J� U �� M Cfl � Z � N C W � �� o °' W op J � W a H 0 u c Hr W .`� II � .. — �� ! � �i�l � � >k...-. �' 1 h' �� " ��;�;.; Z ��,� �m=��oo oz� o� o �OL"a m L ai `o a�i 16 n cram c.�� _otF `ooT�LU E_�v,E 2�¢ n a�� w c c m � .. o�� o U Ur � J U y N p Cp U� L N U D� t y` � Q N �� C N .r L �` l0 U� E N aw��EdNyoa�a��c�No°o O W� U o �'U w� U o o c c= 3 c a� N UJJH c m � $.oU aa'� m0 m� o = Om��v Ew�a,t�c r za_v @ �d o�Em� RESUB W May 17 2023 V CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z W N W pC H � � O O N J J J � � a W W a Z W � Z W � Z � 0 a � z0 O wQ Z� N� �a o � o Q � V � � �� M (V � M N � c a� o � .c � o 'w � -a N -� .� a� o 0 � E � � ;� L 0 C � � � y � � Z � N PROJECT NO. 210905 DESIGNED BY TL DRAWN BY TL 8� RM CHECKED BY TL SHEET NO. PRINT DATE 5/12/2023 7:48:28 AM A 2ND FLOOR PLATE � 2ND FLOOR � 1ST FLOOR PLATE 1ST FLOOR BASEMENT PLATE I �N D >TION AND \TION 1 BUILDING SECTION A8 s�A�E.�,,.a V z N W Z QU >Q O � 1' 2 rn wa��, ��v "�� O J J V � U �� M � w Z ANC W N � �� o °�' W m J O a W H R V ,K ,%r f /�,�! + vi "/ 4s�c:. N ,� � � i �� C "' II � � � i, � V� ALA'' W n � CC •■ L�� .y Z H O V .0 N r` O L�� a �� C 0 N} owcctidE�a� cm'- �QZyc`-'��°aU ca��o°aa 2 .. .- c � m y 2 � U m L f0 N @ O y� L =� f0 USE N aw�'�U c y c � a`�i� o d d a`-' o 0 UwO nam`o mJOQ��O ?�o° v w d � w t aEi �� o� E� m �� J Q O � RESUB W May 17 2023 V CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W y O O � � � � � O � W W a LL LL � o � T� T� i i � w � � Z Z W � � � � ZO O a w w_ O z O N o � Q � � � � � � M O Q 1� a� 0 c 0 r a �L i.i 0 0 z PROJECT NO. 210905 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET: PRINT DATE 5/12/2023 7:49 AM ROOFING PER ELEVATIONS o/ 30# FELT OVER SHEATHING PER STRUCTURAL o/ MANUF. TRUSSES PER PLAN FASCIA BOARD PER ELEVATIONS R-49 BATT OR BLOWN INSUL. THROUGHOUT ATTIC AREA SOFFIT PER ELEVATIONS BACKING 1ST FLOOR PLATE FRAMING MEMBER ATTACHED TO TOP PLATES PER STRUCTURAL (2) 2x6 TOP PLATES. STAGGER JOINTS A MIN. OF 48"O.C. %" G.W.B. CEILING BOARD EXTERIOR FINISH PER ELEVATION o/ 15# BUILDING PAPER OR APPROVED AIR INFILTRATION BARRIER o/ SHEATHING PER STRUCTURAL PLANS R-21 BATT INSULATION (IN FULL WALL CAVITY) 2x6 STUDS @16" O.C. (U.N.O. IN STRUCTURAL) %" G.W.B. w/APPROVED P.V.A. VAPOR RETARDER 3/4" T&G PLY OR EQUIV. SUB -FLOOR GLUED &NAILED TO FLOOR JOISTS PER STRUCTURAL R-21 BATT INSULATION AT RIM CAULKING/ SEALANT BEAD AT FLOOR PERIMETER P.T. BASE PLATE PER STRUCTURALPLAN� 1ST FLOOR - BASEMENT PLATE (1) LAYERS 8' TYPE "X" GWE 4" CONC. SLAB. o/ COMPACTED GRANULAR FILL FOUNDATION WALL SIZE AND REINFORCING PER STRUCTURAL PLANS THERMAL BRAKE BASEMENT FLOOR _ 4" PERF. FT'G DRAIN. WRAP IN FILTER FABRIC w/GRAVEL OVER FABRIC FOOTING SIZE AND REINFORCING PER STRUCTURAL PLANS / -� a e Q e� e d a a 25'-0" RADIA T COIL HEATING IN 1.5" LIGHT IGHT CONCRETE. STORAGE / MECH. RM. a - d a L - a ad 12 �3 KITCHEN RADIANT COIL HEATING IN 1.5" LIGHTWEIGHT CONCRETE. a _ e � e a 1 BUILDING SECTION A9/ SCALE: 1/2" = 1'-0" J Z ROOFING PER ELEVATIONS o/ 30# FELT OVER SHEATHING PER STRUCTURAL o/ MANUF. TRUSSES PER PLAN R-49 BATT OR BLOWN INSUL. THROUGHOUT ATTIC AREA 1"AIR SPACE w/ BAFFLE. EXTENDED 24" ABOVE INSULATION VENT BLOCKS w/ (3) 2" dia. WIRE SCREENED VENTHOLES @ EA. BLOCK RIM JOIST PER STRUCTURAL R-30 BATT INSULATION 4" TIGHTLINE DRAIN WHERE REO'D U z N W Z >Q O Q U Y 2 0� Wl a '�, w�� a "�� O J V � U ��o z °� N N .. W � �@ pC o °�' W m � o W H O %R , t� /, �� + .� � .� ' � I K � I I i AC� �I � � n ALA,, W CC �� — Iii.IL,� � h I. 1 s f'�.. n!.! .I N U W N N .w �= 'O N -O N O O O c Z U E �.N a L �� c� � w .- o r� m a@ o }~� O U C C U N E �' C O �N Cp d N Q O C U O. (, O �� N d ��aoa�o=ga��"�Noo O -O O. N N O J N C N �p "O NL- N i O _ � w �Um�mfO �OON�L''=mU�EN } W¢�� y y� U N O) � N y 0 OWW °w�o3a�i >.ti o�c3a:60o UJO o u � =O m3 0 �—p..-�o N W _ n n °� E d � � -°o '� � o w m � �' a F � J Q O � RESUB W May 17 2023 V CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W y W DC H O O � � � � O a W W a � � � � T� T� i i � W � � Z Z H W � � � � a z0 O o wQ Z� N� � � � � � � O ¢ M n a> a 0 c y.+ .` N a> C Z PROJECT NO. 210905 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET: PRINT DATE 5/12/2023 7:51 AM SEE 3/S1 FOR ALTERNATE AT WOOD FRAMING PER PLAN VARIES. HUNG JOISTS SEE 20/S8 FOR CONNECTIONS AND GENERAL NOTES WQQD FRAMING NOT SHOWN All design and construction shall conform to the requirements of the 2018 International Building SAWN LUMBER: Structural sawn lumber shall be kiln dried and be of the species and grade noted PT SILL PLATE w/ANCHOR BOLTS SHEAR WALL PER PLAN FLOOR BOUNDARY NAILING PER Code. below or better: SEE 11/S1 AND 12/S1 FOR AND WASHERS PER SHEAR WALL DIAPHRAGM SCHEDULE Use Grade Fb si FOUNDATIONS GREATER SCHEDULE. MINIMUM ANCHOR SHEAR WALL PER PLAN Contractor shall verify all levels, dimensions and existing conditions in field before proceeding with Wall Studs Hem Fir Stud 675 THAN 4 FT BOLT EMBEDMENT = 7". 2x PT SILL PLATE RIPPED TO SOLE PLATE NAIL/SCREW MATCH CONC. WALL WIDTH w/ any construction or demolition. Contractor shall notify the Architect of any discrepancies or field Plates &Planks Hem Fir #2 850 BOLTS PER SHEAR WALL changes Joists &Rafters Hem Fir #2 850 SHEAR WALL PER PLAN PT SILL PLATE w/ANCHOR BOLTS SCHEDULE 4x Beams Douglas Fir -Larch #2 900 Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or 6x Beams Douglas Fir -Larch #2 875 AND WASHERS PER SHEAR WALL EDGE NAILING procedures required to perform the work. Contractor shall provide adequate shoring and bracing of Posts Douglas Fir -Larch #2 750 SCHEDULE. MINIMUM ANCHOR BOLT EMBEDMENT - 7". all structural members, existing construction and soil excavations as required, in a manner suitable 2x4 T&G Decking Douglas Fir -Larch Select 1750 to the work sequence. Temporary shoring and bracing shall not be removed until all final connections have been completed in accordance with the drawings and materials have achieved All lumber and plywood exposed to weather or water or in contact with concrete, stucco, masonry � design strength. Foundations walls greater than 4 feet shall not be backfilled until the floor framing or other cementitious materials shall be treated with an E.P.A. acceptable wood preservative, such � ,� and all connections to the floor framing per these details are complete. as Alkaline -Copper -Quaternary "ACQ" or Copper Azole "CBA" type A and B. �\//� �\\/� 8" THICK WALL ��\ #4 HORIZ. AT 18' o.c. AND (2) AT 8" THICK WALL ��\ #4 HORIZ. AT 18" o.c. AND (2) AT CHANGES: No than es to these structural drawin s are ermitted without written consent of the All wood connectors shall be manufactured b Sim son Stron Tie Com an or a roved e ual 9 9 P Y P 9 P Y( PP q )� UNLESS NOTED TOP OF WALL UNLESS NOTED TOP OF WALL SLAB ON GRADE FLOOR JOISTS PER PLAN, PER PLAN Engineer. Changes will be billed to the client, owner or contractor at the Engineer's hourly rate. and of the size and type shown on the drawings. All wood connectors in contact with OTHERWISE #4 VERY. DOWELS AT 24" o.c. OTHERWISE #4 VERY. DOWELS AT 24" o.c. JOIST BLOCKING AT 48" o.c. WHERE preservative -treated wood shall be Triple Zinc G-185 galvanized (1.85 oz/sq ft coating). Q z ALTERNATE HOOK AT BASE Q z ALTERNATE HOOK AT BASE JOISTS ARE PARALLEL TO WALL. SUBMITTALS: Shop drawings shall be submitted to the Architect prior to any fabrication or � � � � construction for all the following: MINIMUM WOOD NAILING REQUIREMENTS: Unless otherwise noted on the drawings, typical wood - - _ - HANGER PER PLAN Structural steel, steel canopies, glued -laminated members and pre -manufactured wood framing shall be fastened as follows. See IBC Table 2304.10.1 for fastener alternatives not shown. O0 00 PERF. FTG. � � DRAIN � FOOTING PER PLAN � °� PERF. FTG. � `� DRAIN FOOTING PER PLAN PROVIDE VAPOR BARRIER BETWEEN � JOIST AND CONCRETE WALL members. Location Min. Nail Quantity/Spacing Type* Beams (built up 2x's) 3" x 0.131" 24" o.c. T&B* FN FOUNDATION PER PLAN. Design drawings and calculations, for pre -manufactured wood trusses and joists shall bear the seal EF* staggered � � SEE DETAIL 1/S1 UNLESS and signature of the Washington State Registered Professional Engineer who is responsible for the Blocking -to joists, rafters, trusses 3" x 0.131" 2 each end TN _ M � � _ M J v - NOTED OTHERWISE .- O design, and shall be submitted to the Architect and Building official for review prior to fabrication. or studs -to top plates 3" x 0.131" 3 TN DESIGN LOADS Bottom plate -to joist, rim joist 3" x 0.131" 12" o.c. FN LIVE LOADS: Live loads are determined in accordance with ASCE Ch. 4 or blocking L = 40 PSF (Residential) -to studs 3" x 0.131" 3 EN TYPICAL CONCRETE FOUNDATION 1 TYPICAL CONCRETE FOUNDATION AT SLAB 2 HUNG JOISTS AT TYPICAL STEM WALL 3 = 60 PSF (Balcony) Header (built up 2x s) 16d box 12 o.c. T&B FN SNOW LOADS: Snow loads are determined in accordance with ASCE Ch. 7 with the following Header -to studs 3" x 0.131" 4 TN Factors: Joist -to supports 3" x 0.131" 3 TN Ground Snow Load Pg = 20 psf Ct = 1.0 Ce = 1.0 -to rim joist 3" x 0.131" 4 EN Roof Snow Load Ps = 25 psf Is - 1.0 Rafter -to supports 3" x 0.131" 4 TN, EN WIND LOADS: Wind loads are based on ASCE 7 Ch. 28 (Envelope Procedure) with the following Rim Joist -to sill or blocking 3" x 0.131" 6" o.c. TN LAP JOIST OVER BEARING MIN. 6" FLOOR SHEATHING PER factors: Stud -to Stud 3" x 0.131" 12" o.c. FN � �� 24 AND NAIL WITH (3) 10d STRUCTURAL NOTES Ex osure Cate o = B -to top/bottom plate 3" x 0.131" 4 TN P g ry PT SILL PLATE w/ %"� ANCHOR �� Veloci 3 sec = 100 m h ult Kzt = 1.0 Top plate -to top plate 3 x 0.131 12 o.c. FN tY ( ) P ( ) #4 x 24" BOLTS AT 48" o.c. 7" MIN EMBED Design wind pressured for determining forces on components and cladding are determined in -to studs 3 x 0.131 3 EN MATCH HORIZ TYP. WALL I accordance with ASCE 7 Cha ter 30. -laps at corners and 3" x 0.131" 3 FN P REINF. REINF. TYP. I - - - - - - SEISMIC LOADS: Seismic loads are based on the Equivalent Lateral Force Procedure in ASCE 7-16 intersections 24 STUD WALL PER PLAN Section 12.8 with the following factors: Truss to top plate 3 x 0.131 4 TN Risk Category = II Ss = 1.28 #4 x 24" Site Class = D S1 = 0.500 *EN =end nail, FN =face nail, TN =toe nail, EF = "each face", T&B = "top and bottom" MATCH HORIZ FLOOR JOISTS PER PLAN Design Category = D SDS = 0.851 REINF. INSULATION PER ARCHITECTURAL RATED SHEATHING: Wood structural panels shall bear the APA trademark of the American Plywood R = 6.5 (wood shear wall) SD1 = 0.600 2x CONY. BLOCKING Ie = 1.0 Cs = 0.131 (ult.) Association. Sheathing shall be as follows: OVER BEAM BEAM PER PLAN Shear Wall Shtg APA rated 7/16" 32/16 C-D INT with Exterior Glue (CDX or OSB) HORIZONTAL EARTH LOADS: Horizontal soil loads used for design of retaining walls and ` : FLOOR JOISTS PER PLAN, JOIST basement walls are based on assumed soil values typical of this region. Roof Shtg APA rated 15/32" 32/16 C-D INT with Exterior Glue (CDX or OSB) POST PER PLAN WITH CAP BLOCKING AT 48" o.c. WHERE Active Pressure (Restrained) -55 pcf (EFP) Sub Floor Shtg APA rated 3/4" 48/24 T&G C-D INT with Exterior Glue (OR GUSSET PLATE) AND JOISTS ARE PARALLEL TO WALL Active Pressure (Unrestrained) -35 pcf (EFP) Sheathing shall be orientated over the supports as shown on the drawings. Shear wall sheathing ALT. HOOK BASE PER POST SCHEDULE Passive Pressure -250 pcf (EFP) shall be blocked at all panel edges as shown in the shear wall schedule. SINGLE REINFORCING #4 x 24" #30 FELT BETWEEN POST AND CONCRETE WALL AND Coefficient of friction -0.4 GLUED LAMINATED MEMBERS: Glued Laminated members shall each bear an AITC identification MATCH HORIZ VAPOR BARRIER PER CONCRETE (NOT REQUIRED AT PRESSURE TREATED POSTS) REINFORCING PER 1/S1 a Z mark and be accompanied by an AITC certificate of conformance. One coat of end sealer shall be REINF. ARCHITECTURAL g � FOUNDATIONS applied immediately after trimming either shop or field. Members shall be Visual Graded Western FOOTING WITH FOOTING PER PLAN � � The allowable soil bearing pressure used for design = 2000 psf based on assumed values typical of Species Inductrual, Architectural or Premium grade with strength as follows: NOTES: REINFORCING PER PLAN this regioN. Plan Symbol Common Name S ecies Fb E 1. VERTICAL REINFORCING NOT - � GLULAM Glulam DF 24F-V4 DF/DF 2400/1850 psi 1,800,000 psi SHOWN FOR CLARITY M v FINISHED GRADE Concrete foundations shall be placed on Bearing Ground defined as follows. Bearing Ground shall be GLULAM V8 Glulam DF 24F-V8 DF/DF 2400/2400 psi 1,800,000 psi 2. SEE STRUCTURAL NOTES FOR stiff, competent, non -expansive, undisturbed native soil. Where native soil is inadequate for bearing, CLEAR COVER DOUBLE REINFORCING foundations shall be placed on structural fill mixed and compacted in accordance with specifications ENGINEERED COMPOSITE LUMBER: Engineered Composite Lumber shall be manufactured by provided by a Washington State licensed Geotechnical Engineer. Trus-Joist, Boise Cascade or approved equal and shall have the following minimum strength (based on 12" member depth): Bottom of footing elevation shall be located at minimum frost depth 18" below top of finished grade Symbol Common Name Manufacturer Fb _E TYPICAL CONCRETE WALL AND FOOTING CORNER 4 TYPICAL CRAWL SPACE FRAMING 5 SECTION 6 unless required otherwise by the Building Official. The contractor shall confirm the minimum frost PSL Parallam Trussjoist 2900 psi 2,000,000 psi depth with the Building Official prior to excavation. LVL Micolam Trussjoist 2600 psi 2,000,000 psi LSL Timberstrand Trussjoist 1700 psi 1,300,000 psi CONCRETE VL (13/-2%") versa Lam Boise Cascade 2800 psi 2,000,000 psi Concrete work shall comply, in general, with ACI 301 (latest edition) "Specifications for Structural VL (3%" &wider) Versa Lam Boise Cascade 3100 psi 2,000,000 psi A35 EACH BLOCK BOTH SIDES STAGGERED Concrete for Buildings." PREMANUFACTURED OPEN WEB WOOD TRUSSES: Trusses shall be design by a Structural Engineer 10d AT 4" o.c. TO BLOCKING CONCRETE MIXES: Concrete mixes shall conform ACI 318 Ch. 5. Minimum concrete strength fc at licensed in the State of Washington, who is regularly engaged in the design of plate -connected SHEAR WALL PER PLAN. SHEAR WALL PER PLAN. 28 days shall be as follows: wood trusses. Truss design shall be accordance with IBC Section 2303.4. FLOOR JOISTS PER PLAN SEE 20/S8 FOR SEE 20/S8 FOR Slab -on -grade, Curbs and Pads - 2000 psi Trusses shall be design for the following superimposed dead loads: CONNTECTIONS. A35 EACH JOIST BOTH SIDES CONNTECTIONS. EXTEND BLOCKING FLOOR BOUNDARY NAILING Footings - 2500 psi top chord bottom chord total STAGGERED AND NAILING TO 3RD A35 EACH JOIST BOTH SIDES Walls, Stems - 3000 psi (2500 psi used for structural design) BAY AT 32" o.c. STAGGERED roof trusses 10 psf 5 psf 15 psf - - - - - - - - - - - - - - CONY. SOLID BLOCKING Water/cement ratio shall be measured by weight and shall be based on the total cementitious CONY. 2x RIM JOIST material. Water/cement ratio shall be determined by the supplier based on strength requirements In addition to dead loads, the design shall include the live, wind, snow loads as identified in the CONY. 2x RIM JOIST and shall not exceed 0.55. Water -reducing admixtures may be incorporated in concrete mix designs "Design Loads" section of these drawings, and the snow drift, sliding and unbalanced loads per but shall conform to ASTM C 464, and be used in accordance with the manufacturer's ASCE7 Chapter 7. The truss design shall include concentrated and axial loads shown on framing recommendations. CaCI and other water-soluable chloride admixtures shall not be used. plans and hanger schedules in these drawings. SHEAR WALL SHEAR CLIPS SHEAR WALL SHEAR CLIPS OR ALTERNATE PER 18/S8 OR ALTERNATE PER 18/S8 REINFORCING STEEL: All reinforcing shall be deformed bar (rebar) with bar diameters specified in Roof trusses shall be designed for wind net uplift of 10 psf unless otherwise noted on the drawings. these drawings and properties below: All reinforcing unless noted otherwise - ASTM A615, Grade 60 Trusses shall be fabricated by a manufacturer who is a member of the Truss Plate Institute. Trusses #3 stirrups and ties - ASTM A615 Grade 40 shall be supplied with the proper hangers, end connections, bridging, bracing to provide lateral • (1) BAYS OF 2x BLOCKING � DOUBLE PRESSURE TREATED . AT 16" o.c. Welded rebar - ASTM A706, Grade 60 stability of all truss members, and tie -down connections to beams and tops of walls. Trusses shall 2x8 SILL PLATE NAILED WITH SHEAR WALL SHEAR CLIPS Galvanized Welded Wire Fabric - ASTM A165 be supplied with tapered hardwood shimming so that every chord bears on the full width of every (2) ROWS 10d AT 6" o.c. DOUBLE PRESSURE TREATED DOUBLE PRESSURE TREATED support, without notching the truss members. The truss manufacturer is responsible for ensuring 2x8 SILL PLATE NAILED WITH 2x8 SILL PLATE NAILED WITH Reinforcing steel shall be detailed in accordance with ACI 315 "Manual of Standard Practice for the bearing seat does not exceed the sill plate capacity of the supporting element. (2) ROWS 1od AT 6" o.c. (2) ROWS 10d AT 6" o.c. Detailing Reinforced Concrete Structures." PREMANUFACTURED WOOD I -JOIST: Shall be fabricated by Truss -Joist or Boise Cascade. s �� s �� /s DIA. ANCHOR BOLTS AT / DIA. ANCHOR BOLTS AT Reinforcing steel shall be lapped as noted on the drawings. Where lap length is not shown, Alternative manufactures must be approved by the Architect or Engineer. Joists shall be installed 16" o.c. UNLESS TIGHTER 16" o.c. UNLESS TIGHTER reinforcing bars shall be lapped as follows: according to the manufactures instructions including blocking, web stiffeners, bridging, etc. Fasten SPACING IS REQUIRED PER 1-1/2" CLR. SPACING IS REQUIRED PER %" DIA. ANCHOR BOLTS AT #5 and smaller - 48 bar diameters joists to supports as recommended by the joist and hanger manufacturer. Provide temporary SHEAR WALL SCHED. FROM INSIDE FACE SHEAR WALL SCHED. 16" o.c. UNLESS TIGHTER bracin as recommended b the manufacturer to hold oasts in lace until ermanentl secured, Cut #6 and larger - 60 bar diameters g y � P P y EMBED = 7" MIN (+1/4", -0") EMBED = 7" MIN SPACING IS REQUIRED PER openings in joist webs only as allowed by the manufacturer. SHEAR WALL SCHED. EMBED = 7" MIN Minimum concrete cover over reinforcing shall be as follows: Nonstructural Slab -on -grade - Mid -Depth RECOMMENDED INSPECTIONS • a Wall Bars: interior face - 3/4" The following recommended minimum items shall be inspected by a qualified individual 8" THICK CONCRETE WALL REINF. a � � CONCRETE WALL AND WITH #5 VERY. AT 12" o.c. AND exposed to earth/weather - 1-1/2" (#5 and smaller) designated by the Building Official: o o REINFORCING PER "JOISTS #4 HORIZ. AT 18" o.c. AND (2) AT CONCRETE WALL AND 2" #6 and lar er �� ( 9 ) -Footings bear on competent native soil per the Foundations section above � � PERPENDICULAR TO WALL" TOP. REINFORCING PER 11/S8 Footings: Bottom Bars - 3" (cast against earth) -Footing reinforcement Top Bars - 1-1/2" -Shear wall sill plate anchors and washers per schedule Side Bars - 2" -Shear wall nailing and shear clips per schedule 12" THICK LAYER OF � 12" THICK LAYER OF � FREE -DRAINING GRAVEL FREE -DRAINING GRAVEL -Shear wall hold-downs Provide supports as required for proper alignment and concrete cover around the reinforcement. FULL HEIGHT OF WALL FULL HEIGHT OF WALL 12" THICK LAYER OF � FREE -DRAINING GRAVEL Consult the CRSI Manual of Standard Practice MSP-1 for specific information. FULL HEIGHT OF WALL #4 DOWEL AT 18" o.c. CENTERED � ALTERNATE HOOK AT BASE � SLAB ON GRADE PER PLAN SLAB ON GRADE PER PLAN - SLAB ON GRADE PER PLAN 0 N TYPICAL DETAILS In addition to the details and schedules on the framing plans, those noted as "Typical" shall be used throughout the structure as applicable. SLAB ON GRADE PER PLAN PERF. FTG. DRAIN IN PERF. FTG. DRAIN IN 12" GRAVEL 12" GRAVEL � � : � • U U M JOISTS PERPENDICULAR TO WALL "' JOISTS PARALLEL TO WALL J U M STRUCTURAL NOTES FULL HEIGHT CONCRETE BASEMENT WALLS -BRACED 1 1 SECTION 12 Ross Engineering Design Inc rya n. ross@ rosseng i neer.com 4.30.2023 yPNN.R�s � pE WAS,yi,�, S �z � J B# 2 02 46411 � �� 'PfGISTER�� \�� SS�ONAL ��v ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ��Cj �IGN �2023 �I ayC1J7 � CITY OF EDMONDS LOPMENT SERVICES ZDEPARTMENT W � t~ H W � H H O O � J � J � W W a a LL LL O TH T� i Z � W Z Z W � � � Q Z � O a w O Z O � O � � � Q O�� 11�� 1� V O V � Q � a� 0 c 0 Q. N m G Z FILE/ NO. 20000 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: PRINT DATE 4 / 26 / 2023 ST . c it II i >� II �I ________________� �__________________________________________ J{ �',', EXTERIOR WALLS NOT MARKED SHALL BE SW1 HOLDDOWNS CALLED OUT ARE LOCATED AT BASE OF SHEAR WALLS. SEE SHEET S8 FOR SHEAR WALL SCHEDULE AND HOLDDOWN SCHEDULE 2ND FLOOR SHEARWALLS SCALE: 1 /8" = 1'-0" EXTERIOR WALLS NOT MARKED SHALL BE SW1 HOLDDOWNS CALLED OUT ARE LOCATED AT BASE OF SHEAR WALLS. SEE SHEET S8 FOR SHEAR WALL SCHEDULE AND HOLDDOWN SCHEDULE 1ST FLOOR SHEARWALLS SCALE: 1/8" = 1'-0" U z N W Z >Q o Q > U Y 2 0� Wl a '�, w�� a O "�� J V � U ��o Z �� N N '.. W � �@ pC o °�' W m � o W H O t� C -�- � �N C AL, W N Z U E� .N a L �� c m i� c w .- o r� m a@ o }~� O U C C U N E �' C O NQO C U�N O. (, O�� Cp N dd �� O. O Q� O C CO �` O" U -p N � O O J N C N -O O. t6 O N O 'p NL-. N i � Z Q .5.. .@. f0 y N O N O s '- l6 U C E C d �' J O U O N C C� � O d N N. 6 O � OUZO o'u � �O m- � m� 3 c °' `� W H nnm-O d� O'am �� 'o � �� -°o '� b o w s m� �' a F E n d � Q o � 4.30.2023 y p,N N. RCS Q� pE W ASHiN S �i � J B# 2 02 �� 46411 � '�FGISTERE� \�� SS�ONAL �-�G ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINC�9FjSl�� W May 17 2023 V CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W � N H � W DC � � � O O J J J J o � W W a LL LL ?� H H O _ = o W � � Z Z H W � � � � a z0 O o wQ Z� N� � � � � � � O ¢ M n a� a 0 c 0 .` N a> C Z PROJECT NO. 210905 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET: PRINT DATE 4/29/2023 10:06 AM A B C D E F G H I, i i i i � -�'' i I, I i i i i/ �- i I I I I I / �\ I, I, I 'I, I I I / I \ ��, I I, I I, I I I S1 I, I, I I I I I I 4" FLOOR I I I I I / I � \ 'I DRAIN I 'I, I I I / \ I/ I i I I I I I / °°°'/� �o \I I I I, I I I / / \ �o I \ I I I I o f I / �/ � I, I �'' I I, I I - / I I\ �� I �-� I I I I/ �/ I I- \ I I �" I / �� - • •° BOILERS AND \ ' / / / H.W.T. a. �, I / �° � I / \� ° \ I I �, I, I / , . / I I � I O/ � \ I I �-�, / 4" FLOOR \ �-� I / I °j � STORAGE -BOOM DRAIN / / � ��- H / 4" CO ETE SLAB ' / \ � - - - - - - - - - - - - - - - - - - / �� I - -- - - - - I - - - �- - / - i - - - - - - - / .-/ - - - — I — — — — — — — — I -- - - - - - - - - - - - 8 - - i- j �- /- — � - � --- T -- --- �d I I � I /. '� �' -- -- — --- � I - I I / a .' I /�-�' I I TYP \ _ / / i' � I 8" CONCRETE STEM WALL \ i'/ / \ ' ° \ / / a . / / ' / ON 16"x8" CONCRETE FOOTING / / i �" / I I (TYP. U.N.O.) -'- \ /' i / j / � � �-�j i � Y 'I O I - i o -�" I ° d \ • . �-� �� I ,� I/ �� /� i I I I S 1 i' a 1 / ° i' /- �- o, I �- S \ . ° .�/I / I � / I I CR WLSPACE I 10 � I I I / � I / I I 6 IL. BLACK �.B. I, I �� \ I / �-� � I I I I I \ I �'' / I I I I I I Q'- ��-' / I i I I I �/4 T � �I I I - - - - - - I - - �- - - - I - - -�- I - - - - I - - I - - - - - - - ; � � 8 I I ' I I I I F-04 I A8 I I �'� I i I I�I, � I CONCRETE LANDING &STEPS /�i"/ i i o i i � - � - M . TO GRADE PER,LR.C. � I I I, �- I a I � I I I I I �-' I � I i I I � I � I ��,�" I I i I � I� I ,�- I I I I I I i'' I I I I I I F-03 l I '- i 3 i 10 -�' I, S1 S7 �p I i SIM i � I 11 � I I '� I o �'� 'I, I I I - I S� I I N -'" I i i i CRI WLSPACE I I I �- � i 10° I i � I I - � i 6iMIL. BLACK V.B. i "oho � I . � I �"� I, I I i I I I, I �''- i i i i I, CRAWLSPACE I ," 6 MIL. BLACK V.B. i yO'4 I � i i II •'`� I i I i L iJ j I ', i i i i i I, I I 9'-6° '� I i I I I I ors g• I � I � I I I -- I --- �---I— � I L- I --- � I —� I, I I. 6 � -- - ----- A CESS a � ----- - --- � N-----------� �--------------------------- -----d !•� -- —� — -- —L° L---- ---� I � � I � ` I � �I� N � � I � I w—i_—_—_—_—_—_—_ ap�'_—_ _—_—_—_��_——_—_—_—_ _ � _ _—_—_—_—_ _—_—_i . rJ _ _- -_ _-_-_-_-_-_-_-_-_-_-_-_-_-_-� _I,I__t_-_-_ -{ II r _-_-_-_ — — — — — — _-_-_-_-_-_-_-_- c� I Q � �aS.Q w 1 it 3 a 5$ ,e. � i 9'-1" i, \ 6'-1/a" T-3/a" 4'-7/" 18'-4%" w a'. I II GA�DEN SLAB � �° I � �� II �� :I 4" CONC. iSLA6. SLOPE MIN. 8" ' f- I •." o PER 1'-0" T WARDS GARAGE D00� i i - I i I;°; I — — — _ �� si I I I `° � � � i � i�� i GARAGE SLAB I N PER 1'-0' TO ARDS GARAGE DOORS. I °�� ! CRAWLSPACE � I I � �� 6 MIL. BLACK V.B. °�, I � 5 I I I I 3 i F-o2 �', I i i I I I° i TYP _ _ S1 I I I 12 I i i S1 �I S1 I i i, � _o — — J I I 6] � N - - - - - - - - - - - - -- - --- -- - -- - - - - � - - --- - NO BOLTS -I -- --- - -- - - - - - i - - - - - - - - - - - - - - - � - - - - - - - - - - - - - 3 ��- 1 C -- rt fi - F ��°� I i i.` = sT s��°�� i i I ' F-01 � ti I I I I I' I TYP -- I ---J �: v �iQ - t l � I I I I - - - - - - - - - - - - - - - - - 1 - - - - --- --- - - - - - - - - - - - - --1- -- - -L- - - - - - - - - - - - - - - - � - - - - - - - - - - - - - 2 I ' --- ---' '°' o T CONCRETE LANDING & S EPS I � — — N I I I I � �` I 1 I TO GRADE PER LR.0 — — — CONT. FT'G UN ER GARAGE DR. — — — — - - + - - i- - - a - -�- - -�- - -�-- - I I I I I I I I I I I I I I I I �a i � I I �� i �� 'I I I I ,�� I g I I �s I yam 'I I I 'I � I � I I � I 2'-4%" � � 18'-3" 2'-4%" i I I I i, 3'-6" i, 12'�0" i T-0" I, � i 23'-0" i. FOUNDATION NOTES • VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING ANY WORK. • GENERAL CONTRACTOR AND/OR FOUNDATION CONTRACTOR SHALL VERIFY THE LOCATION OF ANCHOR BOLTS AND HOEDOWNS PRIOR TO POURING CONCRETE. • ALL FOOTING SHALL BEAR 18" BELOW UNDISTURBED NATURAL SOIL. FINISHED GRADE SHALL BE NO LESS THAN 12" ABOVE BOTTOM OF FOOTINGS. • TOP OF FOOTING SHALL BE LEVEL. BOTTOM SURFACE OF FOOTING SHALL NOT SLOPE MORE THAN 10%. STEP FOOTING AS NECESSARY TO MAINTAIN MIN. DEPTH OF FOOTING BELOW FINISHED GRADE. • FOUNDATION WALL SHALL EXTEND MINIMUM 6" ABOVE FINISHED GRADE. • ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. • UNLESS NOTED OTHERWISE OR IN SHEAR WALL SCHEDULE, ALL ANCHOR BOLTS SHALL BE%Z' dia. x 10" AND EXTEND MINIMUM 7" INTO CONCRETE WITH MINIMUM SPACING OF 48" ON CENTER. EACH ANCHOR BOLT SHALL HAVE A 3"x3"x.229" GALVANIZED WASHER. • SEE SHEARWALL &HOEDOWN SCHEDULES FOR SIZE AND PLACEMENT. • CRAWLSPACE ACCESS SHALL BE A MIN. OF 18"x24". OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16"x24". (R408.4) • PROVIDE A 6 MIL. BLACK VAPOR BARRIER OVER ALL CRAWLSPACE AREAS. (R406.3.2) • PROVIDE 2" SAND OVER 6 MIL BLACK VAPOR BARRIER OVER 4" COMPACTED GRANULAR FILL UNDER ALL CONCRETE SLABS. • PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS ARE IN PLACE. • ALL ISOLATED SPREAD FOOTING TO BE 24"x24"x8" REINFORCE FOOTINGS WITH (2) #4 BARS EACH WAY UNLESS NOTED OTHERWISE IN PLAN. • FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM TOP OF FOOTING TO FINISHED GRADE. (R406.1) • SEE SIMPSON RECOMMENDATIONS FOR HOLD DOWN PLACEMENT. COORDINATE LOCATIONS WITH DOOR &WINDOW ROUGH FRAMING TO PROVIDE ACCURATE DIMENSION FOR OPENINGS. FOUNDATION VENT CALCS. (R408.1) THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 300 SQUARE FEET OF UNDER -FLOOR AREA. REQUIRED OPENINGS SHALL BE EVENLY PLACED TO PROVIDE CROSS VENTILATION OF THE SPACE EXCEPT ONE SIDE OF THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTILATION OPENINGS. ASSUMED VENTS ARE MIN. 15.5"x6" AND HAVE A NET FREE VENTILATION AREA OF .48 SQ. FT. FOUNDATION VENT CALCULATIONS CRAWLSPACE AREA 1455 SQ FT NET VENTILATION AREA / 300 SQ FT 4.85 NET AREA NUMBER OF VENTS REQ'D NETAREA/ 0.48 11 OPTIONAL POWER VENT CRAWLSPACE HEIGHT 3 291 CFM NOTE ! ALL FOUNDATION WALLS TO BE 8" UNLESS CALLED OUT OTHERWISE. LEGEND STEM WALL — —FOOTING CONCRETE SLAB CONCRETE FOOTING SCHEDULE SYM. FOOTING SIZE RE -BAR PLACEMENT F-01 '16"x8" CON'T. (2) #4 CON'T. F-02 24"x24"x8" (2) #4 EA. WY. F-03 16"x8" CON'T. (2) #4 CON'T. F-04 30"x30"x8" (3) #4 EA. WY. F-05 22"x8" CON'T. (3) #4 CON'T. F-06 SEE 12/S1 NOTE: 'EXTERIOR FOOTINGS SHALL BE MIN. 18" BELOW GRADE AND REST ON BEARING SOIL. FOUNDATION PLAN SCALE: 1 /4" = 1'-0" U z N W Z >Q O Q U Y 2 0� w a '�n w�� a O "�� J V � U ��o z °� W N .. W IOC o °Ei W m � o W O C -�' tii .� C N } F o '°'o � a m �° � m� a `` � c o N Q O � o d o-U — �� E� O O n n. ��aoa�o@��o��o� � O J N � d -o n@ m m p 'o m� m E �Oms�.��fOON��'Tm�__E� } W¢ w U � `� � U N O) � N y O OWLL °w�o3�>. ti-�n o�c3a�No W _ n n =gomap'ias °��'>s End ~ J Q ` U 0� O H O 4.30.2023 y p,N N. RCS � of W ASyiN S �Z �n J B# 2 02 �� 46411 � '�FGISTER�� \�� SS�ONAL �-�G ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGIN�Ijj�G�FSI�� W May 17 2023 V CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W � N W Il� � h � O O � � � � W W � a � � � � z i i W Z Z W � � � � a z0 O o wO zO �'� � � � � � o a M � 0 c 0 c`� z PROJECT NO. 210905 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET: PRINT DATE 4/29/2023 10:06 AM A B C D E F G H I I I I I �'� I I I �I I I �I I � �� I �I I I I I I I /� I I I �' �' �' i� �� 10 E ------- L •.A �' �' �� ' 9 --- --- BEAM SCHEDULE SYM. BEAM BM-01 4x8 DF#2 OR BETTER BM-02 4x10 DF#2 OR BETTER BM-03 1.75"x11.875" LVL BM-04 3.5"x11.875" PSL BM-05 (2) 2x12 HF#2 BM-06 4x12 DF#2 BM-07 5.5"x16.5"GLULAM BM-08 5.5"x18"GLULAM BM-09 6.75"x18" GLULAM BM-10 5.5"x13.5"GLULAM BM-11 3.5"x10.5"GLULAM NOTE ! P L. POINT LOAD ABOVE. SOLID BLOCKING REQUIRED IN FLOOR FRAMING NOTE ! ALL 1ST FLOOR FRAMING MEMBERS TO BE 2x12 DF#2 @ 16" O.C. (U.N.O.) LEGEND CONCRETE WALL UNDER }'^ WALLS UNDER ............. WALLS/ FIXTURES OVER FLOOR PERIMETER FLOOR JOISTS HEADERS &BEAMS CONCRETE SLAB 1ST FLOOR FRAMING SCALE: 1/4" = 1'-0" V z N W Z >Q O QU � 1' 2 rn wa��, ��v "�� O J J V � U �� 0 M � w Z ANC W � �� o W m � a W H u ,K ,�' �.� "/ 4s�c:. N ,'� �� C "' II � � � i, L ' �_ ai CC L�� •■ .y Z H O V .0 N r` O L�� a �� C 0 N} owcctidE�a� cm'- �QZyc`-'��°aU ca��o°aa 2 .. .- c � m y 2 � U m L f0 N @ O y� L =� f0 USE N aw�'�U c y c � a`�i� o d d a`-' o 0 UwO nam`o mJOQ��O ?�o° v w d � w t aEi �� o� E� m �� J Q O � 4.30.2023 y PN N' RCS � OF WgS,y�N s, �� ti o H � B# 2 02 �� 46411 � �FGISTER�-0 \�� SS�ONAI. �-�G ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGIN�R�LC�F,S�� W May 17 2023 V CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W � y t/> � H h H O O � J J � W W c, a � � � oI� df o � � o _ = o W � � Z Z W � � � � z0 O a o u O z O N� w Q � � � � � � M O Q n 0 0 •L N m 0 C Z PROJECT NO. 210905 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET: PRINT DATE 4/30/2023 3:22 PM A 6 C D 1 �A8� �' �' �,� �' �' 9 0 2 1 F G H 1 �A8/ r�� I .:'I I `1 I' ''1 I.; '. I I. I I . ' ., r.•;I I....: I I , I I': 'I L :I I'a I I I;.'I �_—L I. .'I I, �; J F,:. I I;.. i I ai I `; 'I 1. I �: I: �i I `.' a �' `-� I• I•,. :� r:I I`,%. I r..� �_:-� t I G':I r .I 4' : 1 I :•:. I I ... I I',:.I I..; i G:: <i I .:`I I-. 'I I .' . I •' . ---��--- BEAM SCHEDULE SYM. BEAM BM-01 4x8 DF#2 OR BETTER BM-02 4x10 DF#2 OR BETTER BM-03 1.75"x11.875" LVL BM-04 3.5"x11.875" PSL BM-05 (2) 2x12 HF#2 BM-06 4x12 DF#2 BM-07 5.5"x16.5"GLULAM BM-08 5.5"x18"GLULAM BM-09 6.75"x18" GLULAM BM-10 5.5"x13.5"GLULAM BM-11 3.5"x10.5"GLULAM NOTE ! P L. POINT LOAD ABOVE. SOLID BLOCKING REQUIRED IN FLOOR FRAMING NOTE ! ALL ROOF FRAMING MEMBERS TO BE MANUFACTURED TRUSSES HEADER NOTE ! HEADERS NOT CALLED OUT IN PLAN SHALL BE: A �'� \�� BM-01 Q� LEGEND TRUSSES --------- TRUSSES (TOP CHORD) RAFTERS �� OVER FRAMING WALLS UNDER WALLS/ FIXTURES OVER HEADERS &BEAMS FLOOR PERIMETER FLOOR JOISTS LANDING JOISTS STAIR STRINGERS LOWER ROOF LINES LOWER ROOF VENT CALCULATIONS 1281 SQ FT REQUIRED ROOF VENTILATION AREA / 300 4.27 SQ FT 40-50% IN UPPER &LOWER ROOF ROOF VENT AREA / 2 2.14 SQ FT VENT BLOCKS IN EAVES BLOCKS =AREA/ 0.074 29 ROOF VENTS IN UPPER 40-50 OPTION 1: AF50 ROOF JACK =AREA / 0.333 7 OPTION 2: (ridge vent) CORAVENT V300 =AREA/ 0.094 22.7 FEET 2ND FLOOR FRAMING SCALE: 1/4" = 1'-0" FLOOR TRUSS NOTE: THIS LAYOUT IS FOR SCHEMATIC PURPOSES ONLY. REFER TO TRUSS FRAMING PLANS PER MANUFACTURER AND PREPARED BY A LICENSED TRUSS ENGINEER. V z N W Z >Q O QU � 1' 2 rn wa��, ��v "�� O J J V � U �� 0 M � w Z ANC W � �� O °�' W m � a W H u ,K ,�' �.� /� "!,, + rn "/ 4s�c:. N ,'� �� C "' II � � � i, L ' �_ ai CC L�� •■ .y Z H O V .0 N r` O L�� a �� C 0 N} owcctidE�a� cm'- �QZyc`-'��°aU ca��o°aa 2 .. .- c � m y 2 � U m L f0 N @ O y� L =� f0 USE N aw�'�U c y c � a`�i� o d d a`-' ° o UwO narn`o mJOQ��O ?�o° v w d � w t aEi �� o� E� m �� J Q O � 4.30.2023 yPNN.R�s � of wasyiN s �i � J B# 2 02 �� 46411 � '�F6ISTER�� \�� SS�ONAL �-�G ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGIN�f�G�F„SI�� W May 17 2023 V CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z W � y t/> � H h H O O � J J � W W c, a O TH T� i Z � w � � Z Z 1[- W � � � a � z O O � w u O z O �' � Q � � � � � � M O Q 1� 0 0 •L m 0 Z PROJECT NO. 210905 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET: PRINT DATE 4/29/2023 10:07 AM ROOF PLAN NOTES • SEE DESIGN LOADS AND/OR STRUCTURAL NOTES FOR GROUND AND ROOF SNOW LOADS. • FOR MANUFACTUREDED TRUSS ROOFS: ROOF PLAN IS FOR SCHEMATIC PURPOSES ONLY. ACTUAL ROOF PLAN TO BE DESIGNED AND ENGINEERED BY A LICENSED TRUSS ENGINEER. RAFTER FRAMING PER PLAN. • TRUSS LAYOUT TO BE REVIEWED AND APPROVED BY THE TRUSS MANUFACTURER PRIOR TO CONSTRUCTION. • LOCATE DOWNSPOUTS PER SITE CONDITIONS AND PER GENERAL CONTRACTOR. • INSTALLATION OF ALL ROOFING AND WALL FLASHING SHALL BE TO INDUSTRY STANDARDS AND IN COMPLIANCE WITH CURRENT CODES. • PROVIDE CONTINUOUS ALUMINUM GUTTERS ON FASCIA AS SPECIFIED IN DETAILS. • SKYLIGHT SIZES, IF ANY, ARE APPROXIMATE. CONTRACTOR TO VERIFY ACTUAL ROUGH OPENING SIZE PER MANUFACTURER SPECIFICATIONS. • PROVIDE SOLID BLOCKING OVER ALL SUPPORTS. • PROVIDE MIN. 22"x30" ATTIC ACCESS WITH APPROVED WEATHERSTRIPPING. IF ACCESS IS IN A GARAGE, A SELF CLOSING MECHANISM MUST BE INCORPORATED. • 16d @ 8"o.c. END TRUSS TO TOP PLATES. (TYPICAL AT ALL GABLE ENDS) • ATTICS WHERE THE MAX. CLEAR HEIGHT BETWEEN JOIST AND RAFTERS IS MORE THAN 42", OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24" WIDE OR GREATER, MUST BE CONSIDERED ATTIC WITH LIMITED STORAGE. • ATTIC SPACE SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MIN. LIVE LOAD FOR SLEEPING ROOMS. ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION (R806.1 & 806.2) PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 150 SQ. FT. OF ATTIC AREA. EXCEPTION: PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 300 SQ. FT. OF ATTIC SPACE WHEN NOT LESS THAN 40%AND NOT MORE THAN 50% OF THE REQUIRED VENTILATION AREA IS PROVIDED BY VENTILATORS LOCATED WITHIN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACED MEASURED VERTICALLY WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UPPER ROOF VENT CALCULATIONS ROOF AREA 1429 SO FT REQUIRED ROOF VENTILATION AREA/ 300 4.76 SQ FT 40-50% IN UPPER &LOWER ROOF ROOF VENT AREA/ 2 2.38 SQ FT VENT BLOCKS IN EAVES BLOCKS =AREA / 0.074 33 ROOF VENTS IN UPPER 40-50 OPTION 1: AF50 ROOF JACK =AREA / 0.333 8 OPTION 2: (ridge vent) CORAVENT V300 =AREA/ 0.094 25.3 FEET A B C D I, I I I I E F G H I �'� I I I -'- I, I, I �-� I I I I ,/ I I I �''� i i I, i BEAM SCHEDULE I, i i i�-'� i i I, I I I �-I� I I I �' I sYM. BEAM �' �'� BM-01 4x8 DF#2 OR BETTER ,- i'/ �'� BM-02 4x10 DF#2 OR BETTER -� BM-03 1.75"x11.875" LVL i' �' ,� ,' BM-04 3.5"x11.875" PSL I I L/ I I I I �' I i'/ � i BM-05 (2) 2x12 HF#2 �'� � / BM-06 4x12 DF#2 �-� � BM-07 5.5"x16.5" GLULAM i' I � I I I I I / I �� -� BM-08 5.5"x18" GLULAM �r� I I I I �d� I BM-09 6.75"x18" GLULAM � I I I I I BM-10 5.5"x13.5" GLULAM �' �' ,� I I I I I �� I I BM-11 3.5"x10.5" GLULAM 8 - - - - - - - - - - - - - - - - - - - iT-- - - I- - - - - - - - 1 - - - - - - -�- - - - - - - - --I- --- - - - - - -� - - - -fi- - - - - - - - - - - - - - - -fi- --- - -- - -- - --- �'� I I I I I �'� I I i' i' i' i' i' �' i' i' i' i' i' i' i' i" i" i' 10 i" /,i i' i' �' �' i' i' i' i i' i' i' i' �- �� 9 �� 2 1 ----- �PJ a NOTE ! ALL ROOF FRAMING MEMBERS TO BE MANUFACTURED TRUSSES HEADER NOTE ! HEADERS NOT CALLED OUT IN PLAN SHALL BE: A 0'� \�� BM-01 Q� LEGEND TRUSSES TRUSSES (TOP CHORD) •••••••••••••••••••••••••• OVER FRAMING GIRDER TRUSS WALLS UNDER HEADERS &BEAMS ROOF LINES LOWER ROOF LINES ROOF PLAN SCALE: 1/4" = 1'-0" FOR SCHEMATIC PURPOSES ONLY. REFER TO TRUSS FRAMING PLANS PER MANUFACTURER AND PREPARED BY A LICENSED TRUSS ENGINEER. U z N W Z >Q O Q U Y 2 0� w a '�n w�� a O "�� J V � U ��o z °� W N .. W pC o °E' W m � o W H c°� c -�- .cii C N tiw a°�i �.w � =g �-o c o `o 0 Z O E� .N a L �� c m c� c w .- o Q� � �'� o o=�� m� o m a a H�� o_ o n t o= g a ��"�� o 0 C=70�w Ada o.m �°ma-o m�mE � U m y m <° '" � o N� s �'T m i�� E � } W¢�� y y� U m O) � N y O O W LL ° w � 0 3 a�i >. ti o� c 3 a :6 � o UFO o � map J aa.a mOin� o w_ aa� ��Na��i`o�sm��aF��a� �¢ o� 4.30.2023 yPNN.R�s � OF WgSy�N S CJ, �i Z J B# 2 02 46411 � �� ss�ISTER��G�� 4NAL ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGIN�i��.Sl�� W May 17 2023 V CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z W � N W DC � O O � � � � O � W W a � � � i i W - - Z Z W � � � a z O O 0 w O Z O N� � � � � � � O ¢ M n a 0 c 0 Q .� N O Z PROJECT NO. 210905 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET: PRINT DATE 4/29/2023 10:07 AM DIAPHRAGM NAILING SCHEDULE NAIL SPACING NAIL SPACING AT AT BOUNDARIES INTERMEDIATE NAIL SPACING BLKG SIZE OF AND "OTHER" FRAMING AT BLOCKED LOCATION SHEATHING REQD NAIL PANEL EDGES MEMBERS PANEL JOINTS ROOF SEE STRUCT NOTES NO lOd 6" OC 12" OC 6" OC SUB-FLR NO 10d &GLUE 6" OC 12" OC 6" OC DIAPHRAGM NOTES 1. ALL DIAPHRAGM SHEATHING IS TO BE STAGGERED IN THE DIRECTION OF THE PLYWOOD SPAN PER DIAPHRAGM DETAIL 2. PROVIDE BOUNDARY NAILING CONTINUOUS AROUND THE ENTIRE PERIMETER OF THE DIAPHRAGM 3. NAILS SHALL BE COMMON OR GALVANIZED BOX 4. ALL FRAMING MEMBERS SHALL BE 2x MINIMUM NOMINAL WIDTH BLOCKED DIAPHRAGM TYPICAL CONTINUOUS WHERE INDICATED PAN EL JOINT 11 li 17 d I. IJ CI IJ a I: 11 BOUNDARY 'I 11 11 11 11� W rl IJ il� 11 NAILING � � 11 li 'r li 11 11 TOP PLATE II al: II .I. II IJ BLOCKED CONTINUOUS �I �I: 11 11 IJ la Ij li "OTHER" PANEL PANEL JOINT EDGE NAILING li li �� FI �� ]I: w ��: INTERMEDIATE JOIST/TRUSS NAILING DIAPHRAGM DETAIL TYPICAL DIAPHRAGM NAILING � 1 C~ .J 11 16 TOP PL NOTES: SEE STRUCTURAL NOTES FOR TYPICAL TOP PLATE NAILING NOT SHOWN TYPICAL TOP PLATE SPLICE � 2 7 12 17 CRIPPLE STUDS AT 16" O.C. WHERE APPLICABLE TOP PLATES NAIL STUD TO HEADER W/ (8) 16d STUDS) PER PLAN FULL HEIGHT TO TOP PLATES TRIM STUDS (TRIMMERS) PER POST PLAN #4 M, RE TRUSS f 16d CANTIL SD ROOFBOUI�'^""" "'""'""' 2x CC WITF ROOF TRU SHEAR WALI SOLID BLKG MATCH WIDTH OF BEAM/GIRDER TYPICAL HEADER DETAIL $ TYPICAL FOOTING STEP � $ IDARY NAILING TOP BEARING TRUSS ON CANTILEVERED BEAM SECTION � 13 2x CONT. BLOCKING WALL STUDS PER PLAN NOTCH TRUSS OVER LEDGER 2x12 DF#2 LEDGER WITH (2) SDS25412 AT 12" o.c. SECTION 18 NOTES: 1. USE THIS DETAIL AT ALL LOCATIONS WHERE BEAM WIDTH EXCEEDS 3%" AND/OR BEAM BOTTOM BEARING IS BELOW DOUBLE TOP PLATES. 2. EXTEND BEAMS FOR 5-1/2" BEARING ON 2x6 WALLS, 3-1/2" BEARING ON 2x4 WALLS. STUD WAL ROOFBOUNDAR RAFTERS HANGERS SON CS16 WITH (20) �O DBL. TOP PLATE D AT EACH SIDE. JI AS NEEDED. �� f PER PLAN TYPICAL PLATE STRAP AT BEAMS � 4 t4 VERT AT END OF WALL t4 CONT. AT TOP OF WALL CONCRETE FOUNDATION WALL PER PLAN (TYPICAL REINFORCING NOT SHOWN FOR CLARITY TYPICAL CONCRETE WALL STEP � 9 2x12 LEDGER WITH SDS25412 AT 16" o.c. SECTION � 14 19 II II I I ROOF TRUSSES/ -�! I I I RAFTERS BELOW I I_ _ _ _ _ I I �� I I 2x6 BLOCK BETWEEN `��_ _ _ _ ROOF TRUSSES BELOW W/ I I (2) 16d EA END I I � i 2x6 PLATE W/ (2) 16d I I � � / INTO EA ROOF TRUSS I I i BELOW I I� i I I I I 2x4 RAFTERS @ 24"o.c. i I I POST DOWN TO ROOF � i / I I � TRUSS BELOW AT 24" o.c. � I I ao II � II m I I �� I I � I I i I I � I I �� I I � I I / I I `� I I �� I I I I � I I' _ _ _ _ _ � _ _ II I I I I _� I I �r I I I I I I � I � I � I I � I I � . TYPICAL ROOF OVERFRAMING I rj LAP JOIST OVER BEARING MIN. 6" AND NAIL WITH (3) 10d FLOOR JOISTS PER PLAN 2x CONT. BLOCKING OVER BEAM VAPOR BARRIER PER ARCHITECTURAL m ROOFBOUT'^""" "'""'""' 2x CC WITF ROOFTRU SHEAR WALL FLOOR SHEATHING PER STRUCTURAL NOTES IP�1�1�_\�[�l��l�:�_1:Zy71��i�r11:%LI 2x6 PONY WALL WITH STUDS AT 16" o.c. CONT. 2x BLOCKING ATMID-HEIGHT 2x SILL PT SILL PLATE WITH 1/Z" DIA. ANCHOR BOLTS AT 48" o.c. FOOTING WITH REINFORCING PER PLAN FINISHED GRADE CRAWL SPACE SECTION � 10 SEE 20/S8 FOR SHEAR WALL CONNECTIONS NOT SHOWN NG 1 %" RIM JOIST FLOOR SHEATHING PER STRUCTURAL NOTES TYP FLOOR JOISTS PER PLAN SECTION � 15 20 Ross Engineering Design Inc rya n. ross@ rosseng i neer.com 4.30.2023 yPNN.R�s � pF WAS,yi,�, S �z � J B# 2 02 46411 � �� 'QfGISTER�� \�� SS�ON AL ��v ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN RESUB �I ay 17 2023 � CITY OF EDMONDS LOPMENT SERVICES ZDEPARTMENT W � H H � W � H � � � � O O � � � � � O � W W a LL LL 0 T� T� i i � W Z Z W � � Q Z O O a w O Z O � 0 � � � Q � O� 1� � 1� V O V � Q � a� 0 0 �. �L V N d O Z FILE/ NO. 20000 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: PRINT DATE 4 / 26 / 2023 1 C~ �� 11 16 TYPICAL SHEAR WALL SCHEDULE NUMBER OF SHEAR WALL STUD/BLKG. SILL PLATE /SOLE PLATE FRAMING ANCHOR TO NAIL/SCREW �, z SHEATHED EDGE s AT ADJOINING s 9 SYMBOL SHEATHING SIDES NAILING PANEL EDGES s SIZE CONCRETE ' TO RIM JOIST SHEAR CLIPS SW1, SW1P 1 8d @ 6" OC 2x 2x 5/8" DIA. AB 3"x.131" NAIL 3"x.131" TOENAIL io @ 48" OC @ 6" OC @ 6" OC SW2, SW2P 1 8d @ 6" OC 2x 2x 5/8" DIA. AB 16d BOX NAIL LTP4 @ 24" OC SEE STRUCT @ 48" OC @ 6' OC SW3, SW3P 1 8d @ 4" OC 2x 2x 5/8" DIA. AB 16d BOX NAIL LTP4 @ 18" OC NOTES @ 32" OC @ 4' OC SW4, SW4P 1 1 2 8d @ 3" OC4 8d @ 2" OC4 8d @ 3" OC4 3x OR DBL. 2x6 3x OR DBL. 2x6 3x OR DBL. 2x6 2x 2x 3x 5/8" DIA. AB @ 24" OC 5/8" DIA. AB @ 18" OC 5/8" DIA. AB 16d BOX NA4L @ 3' OC 16d BOX NA4L @ 2.5" OC SDS25600 LTP4 @ 14" OC LTP4 @ 10" OC LTP4 @ 14" OC SWS, SWSP SW6, SW6P11 @ 18" OC @ 5" o.c. EA. FACE SHEAR WALL SCHEDULE NOTES 1. SHEAR WALLS NOTED AS "SW_" INDICATE "SEGMENTAL SHEAR WALL" PER DETAIL (RIGHT) 2. SHEAR WALLS NOTED AS "SW P" INDICATE "PERFORATED SHEAR WALL" PER DETAIL (RIGHT). APPLY ALL SHEATHING, NAILING AND FRAMING REQUIREMEN PER SCHEDULE TO THE FULL LENGTH OF SHEAR WALL INCLUDING AREAS ABOVE AND BELOW OPENINGS. 3. NAILS SHALL BE COMMON OR GALVANIZED BOX UNLESS NOTED OTHERWISE. 4. WHERE NAIL SPACING IS LESS THAN 4"oc, STAGGER NAILS %". 5. ALIGN ALL VERTICAL ADJOINING PANEL EDGES WITH STUD PER SCHEDULE. PROVIDE BLOCKING PER SCHEDULE AT ALL HORIZONTAL ADJOINING PANEL EDGE 6. 3x FRAMING MAY BE SUBSTITUTED WITH (2)2x NAILED TOGETHER W/ 16d MATCHING EDGE NAIL SPACING. STAGGER PER NOTE #4. 7. AT SW1 PROVIDE STANDARD CUT WASHERS AT ALL SILL BOLTS. AT SW2 AND HIGHER PROVIDE 3"x3"x%4" STEEL PLATE WASHERS. LOCATE EDGE OF WASHER WITHIN �" OF EDGE OF SHEATHED SIDE OF SILL PLATE. HOLE IN WASHER MAY BE DIAGONALLY SLOTTED 1.75" MAX. 8. ENSURE ONE CLIP EACH END OF SHEAR WALL AT EACH REQUIRED FACE OF SHEATHING. 9. SHEAR CLIPS ARE REQUIRED ONLY AS INDICATED IN THE SECTIONS. 10. SEE DETAIL (TOP FAR RIGHT) FOR TYPICALTOENAIL 11. SEE DETAIL (BOTTOM FAR RIGHT) FOR BLOCKING, NAILING AND SHEAR CLIP REQUIREMENTS AT DOUBLE SIDED SHEAR WALL 7 12 17 ROOF SHEATHING PER STRUCTURAL NOTES ROOF BOUNDARY NAILING 2x BLOCKING PANELS PROVIDED BY TRUSS MANUFACTURER SHEAR WALL SHEAR CLIPS EDGE NAILING SHEAR WALL PER PLAN S��X SHEAR CLIPS PER SHEAR WALL SCHEDULE WHERE APPLICABLE TYP. SQUASH BLOCKS IN RIM JOISTS AT ALL POSTS AND HOLD-DOWNS, ALL LEVELS. SEE TYPICAL POST BLKG. DETAIL TYP. ANCHOR TYPE HOLD-DOWN W/ ANCHOR ROD PER HOLD-DOWN SCHEDULE TYP. 8d AT 12" o.c. NAILING AT ALL INTERMEDIATE SUPPORTS TS PANEL EDGE NAILING TYP. SILL/SOLE PLATE W/ ANCHORS PER SCHED. TYP. S. ANCHOR TYPE HOLD-DOWN PER PLAN WHERE APPLICABLE. SEE SCHEDULE FOR ANCHOR ROD TYP. /� SDHEAR WALL O�� SW_ % 1 SHEAR WALL KEY SEGMENTAL SHEAR WALL ROOF TRUSSES PER PLAN H1 CLIP EACH TRUSS SHEAR WALL AT RAISED TRUSS HEEL � $ SOLE PLATE NAIL/SCREW EDGE NAILING EDGE NAILING TO RIM JOIST FLOOR BOUNDARY NAILING EXTEND LOWER SHEAR WALL SHEATHING CONT. OVER RIM JOIST. DO NOT BREAK AT DOUBLE TOP PLATE. EDGE NAILING TO TOP PLATE FLOOR SHEATHING PER STRUCTURAL NOTES CONT RIM JOIST FLOOR JOIST/BLOCKING PER PLAN ALTERNATE SHEAR FLOW AT UPPER FLOORS 13 SOLE PLATE NAIL/ EDGED EXTEND SHEAR WALL SHE, CONT. OVER RIM JOIST. [ BREAK AT SOLE SHEAR WALL EDGE NAZI RIM JOIST AND SIL FLOOR BOUNDARY NAILING PER DIAPHRAGM SCHED 2x SILL PLATE FLOOR JOIST �E: SIMILAR SECTION PER i8 FOR INFORMATION SHOWN ROOF BOUNDARY NAILING CONT. 2x BLKG WITH VENTING PER ARCHITECTURAL. SEE 8/S8 FOR ALTERNATE AT RAISED TRUSS HEELS. EDGE NAILING � SHEAR WALL PER PLAN TYP SOLE PLATE NAIL/SCREW EDGE NAILING FLOOR BOUNDARY NAILING 2x RIM JOIST SHEAR WALL SHEAR CLIPS, OR ALTERNATE PER 13/S8 EDGE NAILING SOLE PLATE NA EDG FLOOR BOUNDAR 2xl SHEAR WALLSHI OR ALTERNATE STN�X HOLD-DOWN I� BLKG PER SCHED AT HORIZ. PANEL JOINTSw/EDGE NAILING BOTH SIDES OF JOINT TYP. LOCATE VERTICAL PANEL JOINT ONSTUD w/EDGE NAILING BOTH SIDES OF JOINT MIN (2) STUDS AT EACH HOLD-DOWN UNLESS NOTED OTHERWISE PER PLAN OR POST SCHEDULE TYP. STRAP TYPE HOLD-DOWN PER PLAN TYP. SW_P SHEAR WALL KEY PERFORATED SHEAR WALL ROOF SHEATHING PER STRUCTURAL NOTES ROOF TRUSSES PER PLAN H1 CLIP EACH TRUSS 2x6 STUDS AT 16" o.c. TYP FLOOR SHEATHING PER STRUCTURAL NOTES TYP FLOOR JOISTS PER PLAN H�UX HOLD-DOWN ID STRAP TYPE HOLD-DOWN CENTER ON RIM JOIST AT UPPER FLOORS TYP. PANEL EDGE NAILING TYP. PANEL EDGE NAILING ALL AROUND OPEINING m J TYPICAL TOENAIL �i� BOUNDARY NAILING PER DIAPHRAGM SCHEDULE TO RIM JOIST AND BLOCKING CONT RIM JOIST PANEL EDGE NAILING SHEAR CLIP PER TYP. SCHED. EACH FACE FLOOR FRAMING DOUBLE SIDED SOLID BLKG. BETWEEN SHEAR WALL PER JOIST BLKG PLAN SHEAR CLIPS -DOUBLE SIDED SW SHEAR WALL SCHEDULE AND NAILING DETAIL I rj ROOF BOUNDARY NAILING EDGE NAILING SHEATH TRUSS PER SHEAR WALLSWI EDGE NAILING SHEAR WALL SHEAR CLIPS EDGE NAILING SOLE PLATE NAIL/SCREW EDGE NAILING FLOOR BOUNDARY NAILING 2x RIM JOIST SHEAR WALL SHEAR CLIPS, OR ALTERNATE PER 13/S8 EDGE NAILING SOLE PLATE NAIL/SCREW EDGE NAILING FLOOR BOUNDARY NAILING 2x RIM JOIST PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE. BOLT EMBED = 7" MIN. SHEAR WALL SHEAR CLIPS, OR ALTERNATE PER 18/S8 FLOOR JOISTS PER PLAN FOUNDATION PER PLAN FRAMING PERPENDICULAR TO WALL FRAMING PARALLEL TO WALL �i TYP ROOF TRUSS TRUSS AND GABLE WALL BRACING PER TRUSS MANUFACTURER 2x6 STUDS AT 16" o.c. TYP ER PLAN �8"oc (4) 10d TO BLKG —PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE. BOLT EMBED = 7" MIN. FLOOR JOISTS PER PLAN � 2x BLKG AT 48"oc � FOUNDATION PER PLAN ALTERNATE SHEAR FLOW AT LOWER FLOOR 18 I TYPICAL STRUCTURAL WOOD WALL/SHEAR WALL ASSEMBLIES 12O Ross Engineering Design Inc rya n. ross@ rosseng i neer.com 4.30.2023 y p,N N � RCS � pE WA$yi,� s' �Z � i J B# 2 02 46411 � �� ssGISTER� �G�� 4NALE ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN RESUB �I ay 17 2023 � CITY OF EDMONDS LOPMENT SERVICES ZDEPARTMENT W N W � H O O � � � � � O � W W a � � � 0 T� T� i i � W Z Z W � � Q Z O O a w O Z O cn 0 � � � Q � O�� 11�� 1� V O V � Q � a� 0 0 �. �L V N m 0 G Z FILE/ NO. 20000 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: PRINT DATE 4 / 26 / 2023