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APPROVED BLD PLN-BLD2023-0474+Architectural_Plan+4.4.2023_8.09.36_PM+3463505GENERAL 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 SQ. 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). AREA CALCULATIONS HEATED AREAS EXISTING NEW ADDITION GARAGE CONVERSION TO HEATED SPACE SQUARE FOOTAGE 1677 262 47 TOTAL 1986 NON -HEATED AREAS GARAGE (AFTER CONVERSION) COVERED FRONT PORCH SQUARE FOOTAGE 498 37 DRAWING INDEX SHEET NO. DESCRIPTION Al COVER SHEET, INDEX, GENERAL NOTES A2 ENERGY CALCULATIONS A3 ELEVATIONS A4 1ST FLOOR PLAN A5 BUILDING CROSS SECTIONS S1 STRUCTURAL NOTES/SCHEDULES S2 SHEARWALLS &FOUNDATION PLAN S3 MAIN FLOOR FRAMING PLAN S4 ROOF FRAMING PLAN SYMBOL LEGEND CARBON MONOXIDE DETECTOR INTERCONNECTED 110v w/ BATTERY BACKUP c.o. CAN BE COMBINED w/ S.D. SMOKE DETECTOR OO INTERCONNECTED 110v w/ BATTERY BACKUP 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 NO. 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. PERSPECTIVE VIEW -FRONT PERSPECTIVE VIEW -BACK ADDITION &REMODEL SANCHEZ & McPHILLIPS RESIDENCE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED BY PLANNING ��c�i� Jul 18 2023 i SEPARATE PLUMBING PERMIT i REQUIRED FOR THIS PROJECT. �� Interconnected Smoke Alarms Are A Requirement ;; Of This Permit In Accordance With R314.2.2 City Of Edmonds Building Department Work ' ADDITION &REMODEL Address 1231 12TH AVE N Owner SANCHEZ &McPHILLIPS Approved Date 5/16/2023 Building Official , /�e�j�t ��p��e�� Permit Number ___ __ _BLD2023 =0474 REVISIONS DATE - PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 V Z N [O O CO Z Q E a �� U � Y= � Wd� w�� O "�� J U J�� o M � � Z �N� W � o °' W m J � W � H O U C \ ��' + v) c_:- � ' y� \ sar�.�.- c Hr d ,� „ N �,, �Q = N YO c0 y C N L @ @ � � CO w •- 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� mL- y p �'o � "�'° c N ��.� � � N E y p w� U°° f o p° o c c'�� 3.n � o 0 U J J r i n m � °- o U o. o. � m m p� a `o F �no y-E� aEim�oFE�`m W V Z W � � LJJ H o o Q W � � � � CO L � N � W � z0 � � �z N w C� �V = o' IO t� W w O � o � V O W H = N � IV N, a W � V Z Q RECEIVED Apr 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT c� 0 .� .� a� 0 z PROJECT NO. 220603 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL PERMIT SET SHEET NO. PRINT DATE 4/2/2023 2:24:22 PM R301 CLIMATE ZONE 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 90%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 1001-1500 3p 40 55 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 4001-4500 60 70 75 g5 90 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 = 1986 SQ. FT. BEDROOMS = 3 WHOLE HOUSE VENTILATION SIZE = 50 CFM X 2 (50% PER 4-HOUR) = 100 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. 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 IRC M1504.3 (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. 2x6 TOP PLATES i.W.6. AID R-10 INSULATION �LLED IN CAVITY BETWEEN DER AND INTERIOR G.W.B. DER 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 requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Project Information Contact Information ADDITION &REMODEL SANCHEZ RESIDENCE 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 Date 03/29/2023 All Climate Zones (Table R402.1.1) R-Value a U-Factor a Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 n/a Glazed Fenestration SHGC bje n/a Ceiling a 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'tR-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 +STB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "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 ifthe 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 in compliance 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 1 NEW FENENSTRATION CALCS VERTICAL GLAZING 57 SF LESS EXEMPT GLAZING -00 SF NEW DOORS 8 SF TOTAL NEW FENESTRATION: 65 SF NOTE: SEE SHEET A5 FOR ADDITIONAL INSULATION LOCATIONS AND DETAILS. ENERGY CREDITS OPTIONS DESCRIPTION CREDIT HEATING Combustion heating equipment meeting minimum federal 0.0 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 0.5 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 Water heating system shall include one of the following: 1.0 OPTION 5.3 Energy Star rated gas or propane water heater with a minimum UEF of 0.91 TOTAL CREDITS 1.5 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 O tions p Fuel Normalization Descriptions Credits -select ONE heating option User Notes 0.0 0 1.0 ❑ -1.0 _ ❑ 0.5 ❑ -1.0 ❑ Credits -select ONE energy option from each cate or 0.5 ❑ 1.0 ❑ 1 Combustion heating minimum NAECAb 2 Heat pump` 3 Electric resistance heat only -furnace or zonal 4 DHP with zonal electric resistance per option 3.4 5 All other heating systems Energy O tions p Energy Credit Option Descriptions 1.1 Efficient Building Envelope 1.2 Efficient Building Envelope 1.3 Efficient Building Envelope 0.5 0 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ ❑ 1.6 Efficient Building Envelope 3.0 1.7 Efficient Building Envelope 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.1a High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.3a High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ 3.6a High Efficiency HVAC 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System 1.0 ❑ Prescriptive Path -Single Family 2018 Washington State Energy Code-R 2 HEATING SYSTEM SIZE simple rleating system size: wasnington state This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please complete the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please contact the WSU Energy Program at energycode@energy.wsu.edu or (360) 956-2042 for assistance. Project Information Contact Information ADDITION &REMODEL SANCHEZ & McPHILLIPS RESIDENCE Heating System Type: � All other Systems ®Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions Design Temperature Difference (4T) 46 Edmonds � � pT =Indoor (70 degrees) -Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 262 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 8.5 2,227 Glazing and Doors U-Factor X Area = UA Instructions `u-o.zB . J 0.280 65 18.20 Skylights Instructions Insulation Attic U-Factor X Area = UA 0.50 10 5.00 U-Factor X Area = UA Instructions R-49 � � 0.026 0� - Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions � R-38 Vented � I 0.027 262 7.07 Above Grade Walls (see Figure ti U-Factor X Area UA Instructions I R-211ntermediate ` � I 0.056 589 32.98 Floors U-Factor X Area UA Instructions `R-38 0.025 262 6.55 � Below Grade Walls (see Figure �j U-Factor X Area UA Instructions L No Below Grade Walls in this project. � I 0.028 Slab Below Grade (see Figure tj F-Factor X Length UA Instructions `No � 0.303 0� I Slab Below Grade in this project. Slab On Grad@ (see Figure 1) F-Factor X Length UA Instructions Slab Grade in � --- J No on this project. Location of Ducts Instructions Duct Leakage Coefficient Conditioned Space � I i.00 Sum of UA 69.81 Envelope Heat Load 3,211 Btu /Hour Fi ure 1. Sum of UA x OT Air Leakage Heat Load 1,106 Btu /Hour Volume x 0.6 x oT x 0.018 Above Grade Building Design Heat Load 4,318 Btu /Hour Air leakage +envelope heat loss Building and Duct Heat Load 4,318 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 5,397 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 Options Energy Credit Option Descriptions (cont.) energy option from User Notes d each category 5.1d Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 0 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating 2.5 ❑ Q ❑ 6.1e Renewable Electric Energy (3 credits max) 1.0 7.1 Appliance Packaee 0.5 TOtal Credits 1.5 Calculate Total I Clear Form I 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 (07/01/13) U Z N Z a E Q � o � Y = or C w�� C w �, °' �� O "�� J U J�� M � � Z � O ,C W � @ � o °E' W m � o W � H O U C �/ + ` /�/`�` .G� \\, � �, �� C r W _� . � . ��. it i� C y U �ai�s_ E aiu� °'goo N¢J o c+o o�F�o�� E a`niU � nnc Fain �� " " � � ° c ' � a w " � O J o y'� O O� C@� N O�� L N O U� 'o a� �� m c y� L .` � � N E v� aW�aEa`r'iy�ciia"iao�dn-°o U W� U� i; w o U o o c c� � 3� d y U U��H c m u �-oU o. o.�m mU a'� `o uJ O�c+am-o EN��L �"� F Z O- O N E f0 N N i O F E� 0 W V W � � W �/: o c Q W � � � O a p w W � � Q � z � U �V = Cz N N C � t� W w O � o Q � O � W > �_ _ � N �, a W N V Z Q RECEIVED Apr 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT m 0 .� .� a� IY 0 z PROJECT NO. 220603 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL PERMIT SET SHEET NO. PRINT DATE 4/2/2023 2:24:40 PM 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) 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 j 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 2 window flange and pan flashing and extend above the head flange. O 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 EQUIV. 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 I Rigid cap flashing �� Flashing tape over head trim i 10° to 15° slope � HEAD FLASHING NOTE: Flashing �- � AT WINDOW HEAD METAL DRIP tape FLASHING :INSTALL METAL HEAD overtop FLASHING @WINDOWS &EXTERIOR flangeW DOORS PER THE DETAIL BELOW. �/a-in. gap beneath siding Head trim Flashing tape over side window flange WINDOW FLASHING ELEVATION KEYNOTES N0. DESCRIPTION/ITEM E63 6" MINIMUM CLEARANCE ABOVE FINISHED GRADE OR PROVIDE TREATED MATERIAL PER IRC317. E66 CONCRETE LANDING AND STEPS PER IRC. E86 ENTRY DOOR: PER BUILDER SPECIFCATIONS. TEMP. GLASS SIDELITES OR INSERTS IF APPLICABLE. E87 LOCKING DEADBOLD AT ENTRY DOOR. e �� E87 AREA OF ADDITION &REMODEL - TRIM AND SIDING TO MATCH EXISTING PER BUILDER SPECIFICATIONS. L OPTIONAL NEW GUTTER SYSTEM AT PERIMETER (TYP.) AREA OF ADDITION TOP OF RIDGE � 246' - 3 3/4" 1 1ST FLOOR PLATE 243' - 1 5/8" ��11�11�11�11�1�1��1' 11�'��'� ,EAST ELEVATION 1ST FLOOR 235' - 4 5/8" iii i AREA OF NEW ADDITION TOP OF RIDGE � 1 1/2" i 12" 246' - 3 3/4" 1ST FLOOR PLATE � �� 243' -1 5/8" ❑❑❑❑❑❑ ❑❑❑❑❑❑ 4 ♦ _— SIDING AND TRIMS o �❑❑❑❑ NEW WALL �❑❑❑❑� TO MATCH EXISTING � ❑❑❑❑ OWNEIR SPECS. 0❑❑❑❑❑ ❑❑❑❑ ❑ ❑❑❑❑❑❑ ❑❑❑❑❑❑ ❑❑❑❑❑❑ E63 ❑❑❑❑❑� ❑❑❑❑❑❑ _ 1ST FLOOR � 235' --4 5/8" 1� �■■� III I NORTH ELEVATION AREA OF ADDITION � � � TOP OF RI^^� 246' - 3 3/4' 1ST FL00_F 243' -1 5/8" 1ST FL00_F 235' - 4 5/8" TnP OF RIDGE 246' - 3 3/4" II III III III III III III III III III III III III III III III III II III III III III III III III III III III III III III III III III III III- SOUTH ELEVATION WEST ELEVATION DOR PLATE 243' - 1 5/8" 1 S_T FLOOR �� 235' - 4 5/8" r V Z _ N � o Z Q � a �� Y= m ula�u, w ,� a� ��_� "� O J� U �� M Cfl � Z � N C W � �� o °' W op J � W a H O U C .q \ �.R� V `\ C Kr � � .`� II _ _ � ■a �� ! � �, i I � ( �..•. i Z N .0. 'C L_ N� � N C C U C O O N i�� (/7 N N 3 J y N E >, d� 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£� v E 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 VJJH c m � $.oUgo.�m �O Na o = O m�� v E w e a`� r c c L r Za_y „� o�E,�� W V Z W � � LJJ H o o Q W � � � � CO L � N � W � � z0 � � z � w � N � w � W O � � Q O V _ � W > a H = N � IV N, W a � = V Q N RECEIVED Apr 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT m 0 .y .� 0 Z PROJECT NO. 220603 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL PERMIT SET SHEET NO. PRINT DATE 4/3/2023 1:47:53 PM WALL LEGEN D NEW WALLS EXISTING WALLS TO REMAIN - - - - - - � WALLS AND STRUCTURES TO BE REMOVED DOOR SCHEDULE SYM. N0. WIDTH HEIGHT DOOR TYPE COMMENTS 1ST FLOOR D1 3' - 6" 6' - 8" SINGLE ENTRY -CONTEMPORARY (TEMP.) TEMP. GLASS (U=0.30) D4 2' - 8" 8' - 0" SINGLE POCKET POCKET DOOR D5 2' - 8" 8' - 0" SINGLE PANEL 1 3/8" SOLID CORE w/ SELF CLOSING MECHANISM. SEE KEYNOTE 1 D7 5' - 0" 6' - 8" DOUBLE PANEL D8 5' - 0" 6' - 8" DOUBLE PANEL D9 2' - 4" 6' - 8" SINGLE PANEL D10 5' - 0" 6' - 8" DOUBLE GLASS (TEMP.) INTERIOR -TEMP. GL. D12 2' - 8" 6' - 8" SINGLE PANEL D13 2' - 8" 6' - 8" SINGLE POCKET Pocket door D32 2' - 8" 6' - 8" SINGLE PANEL D33 2' - 8" 6' - 8" SINGLE PANEL WINDOW SCHEDULE SYM. N0. 1ST FLOOR WIDTH HEIGHT AREA WINDOW TYPE U-VALUE COMMENTS 3 4' - 0" 1' - 6" 6 SF Window -Casement -Double 0.28 Tempered Glass 4 6' - 0" 3' - 6" 21 SF Window -Sliding -Double 0.28 5 4' - 0" 1' - 6" 6 SF Window -Casement -Double 0.28 6 6' - 0" 4' - 0" 24 SF Window -Sliding -Double 0.28 1ST FLOOR PLATE 8 2' - 0" 5' - 0" 10 SF SKYLIGHT 0.50 Tempered Glass Grand total 67 SF FLOOR PLAN KEYNOTES N0. DESCRIPTION/ITEM Al 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) A2 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) A3 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) A4 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) A8 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) 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. A13 FUEL FIRED APPLIANCES: WHERE THE VOLUME OF THE SPACE IN WHICH THE APPLIANCE IS LOCATED IS GREATER THAN 50 CU. FT. PER 1000 BTU/H THEN NO VENTILATION IS REQUIRED. IF LESS, PROVIDE VENTILATION IN ACCORDANCE WITH G2407.5. A19 TEMP. GLASS DOOR A24 FIBERGLASS TUB w/TILE SURROUND AND CURTAIN OR TEMP. GLASS DOOR PER BUILDER SPECIFCATIONS. A25 PANTRY SHELVING: PROVIDE (5) MELAMINE OR EQUIV. 16" DEEP SHELVES PER BUILDER SPECIFICATIONS. A28 HYDROBLOK OR EQUIV. SHOWER PAN w/TILE SURROUND. PROVIDE TEMP. GLASS DOOR AND ENCLOSURE. CENTER OR CONCEALED FLOOR DRAIN PER BUILDER/OWNER SPECS. 0 (V M _ 0 00 T A �' DINING RM. J -� � � REMOVE EXISTING HEARTH AND REFINISH PER OWNER SPECS. I BEVERAGE REFRIGERATOR 3'-6" EXISTING PATIO B �IVING RM. C 1 A5 D E 4'-0" , DEMO EXISTING WALL PRIMARY SUITE I �/' I' o � S.D. � CABINET RE -FRAME 2x4 BEARING WALL � CLOSET w/ AS NEEDED FOR NEW J COATHOOKS - DOOR AND HEADER. D33 6' - 6 1/2"-� 3' - 4 1 /2" � 4' - 6" 5' - 3 1/4" � � - EW LINEN/ 0 -NEW SKYLI HT ROOM CLOSET ® I r ❑ � � (TEMP. GL. D10 —®=®— � — - -- _ OO o — — I — — — — _ — — — S.D. C.O. ❑2x4 WALL TO MATCH EXISTING w/CLOSED CELL INSULATION `' `' 5 I A `° \ �❑ 4' - 0" D13 \ �' WALK I 80 CFM SHOW R i � � BATH N 120OCFM -�-� %�- II D9 � V.T.O. � i\ /r LINEN CABINET � FANLw//THERE � ❑� KITCHEN � \\ ��- I _-__� ��, - I - W ' /' A4 HIGH CEILINGM � � �I��Y BEDRO M I � � FAN. i/ \ I � _ � I � � -Tl ENCH SET � I _ � � � 3 ® � � � �,w/ CUBBIES M� `� I w I� I A5 ❑ ❑ / II — A19 -- I � J � D8 � � � I s.D. II o 0 I _- - I I � w I 8'-0° � A5 �� I � �� LAUND. 2'-61/2" 5'-51/2" A8 i III D7 � A2 - - ❑❑ _ OFFICE A10 WASH' a0O � I 6' - 7" 4' 2 1/2" ii I (EXISTING) �T� _ PANTRY N � I — — — -v A25 � ❑ — "' A13 6 �, DRY'R Al A11 1 D5 2 NEW GARAGE WALL — RELOCATE A5 A2 A3 FURNACE 5' -11 1/2" 13' - 7 1/2" 3 NEW TANKLESS A5 ❑� H.w.s. 12 8'-7" 12'-6" 2'-6" CONCRETE WALKWAY �� 0 ❑ TRELLIS AGAINST WALL INSULATE GARAGE WALLS AND CEILING 1ST FLOOR 4' - 1 A5 O v M CV T 1 A2 J J A11 � z �w M = M � Cn O N LPL w � J �� BENCH SEAT SOAP SHELF NEW TUB/SHO ER A24 3 V z N O W Z a E a �� Y= m ula�u, w ,� a� �� "� O J� U �� M Cfl � Z � N C W � �� O °� W op J � W a C Hr W � .`� II � .. - �� i i I '' �� i� � ��,'� �� I I , � �,....-. Z N `�-' � .t.. N� N m C N U C O O 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 U� E N aw� �EdNyoaO�'a��c�N�°� � W� U�� w c U c o c c= 3 c a� N UJJH c m � $.oV aa'� mO m� o = O m�� v E w e a`� r c c L r za_v @ �d o�Em� W V W � � LJJ H o o Q W � � CO L � N � W � � o � � Z � w � N � w � W O � � Q O V _ � W > a H = N IO � IV N, a W � V Z Q RECEIVED Apr 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT m c 0 .y .� a� 0 Z PROJECT NO. 220603 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL PERMIT SET SHEET NO. PRINT DATE 4/3/2023 1:47:00 PM 1ST FLOOR 1ST FLOOR Q 3 BUILDING SECTION A5; �,�E��z.,� 1ST FLOOR f 1ST FLOOR • Q 2 BUILDING SECTION A,i� SCALE: 1/2" = 1'-0" 5 OOR PLA OOR . FASTENERS FOR PRESERVATIVE -TREATED (AND FIRE -RETARDANT -TREATED WOOD SHALL ■BE OF HOT -DIPPED ZINC -COATED GALVANIZED I STEEL, STAINLESS STEEL, SILICON BRONZE OR ■ ■COPPER. COATING WEIGHTS FOR ZINC -COATED I FASTENERS SHALL BE IN ACCORDANCE WITH ■ ASTM A153. I RC R317.3 ■PRESERVATIVE -TREATED LUMBER REQUIRED WHERE FLOOR (JOISTS ARE CLOSER THAN 18" TO THE EXPOSED GROUND, ■ ■WHERE FLOOR GIRDERS ARE CLOSER THAN 12" TO THE I IEXPOSED GROUND, ALL WOOD ON CONCRETE OR MASONRY IN DIRECT CONTACT WITH THE GROUND, EXTERIOR SIDING, ■ ■SHEATHING AND FRAMING WITH A CLEARANCE LESS THAN 6" I ITO THE GROUND OR 2" TO CONCRETE SURFACES, ANY WOOD ■ ■ATTACHED DIRECTLY TO THE INTERIOR OF MASONRY OR I CONCRETE WALLS BELOW GRADE. PRIMARY SUITE 19'-6" IV. CLOSED -CELL � •6.7 PER 1") � I I BATH II CRAWLSPACE 6 MIL BLACK V.B. 1 BUILDING SECTION A,i� SCALE: 1/2" = 1'-0" 5'-9%a" BATH 3 J �L ROOFING TO MATCH EXISTING SHEATHING PER STRUCTURAL RAFTERS PER PLAN SPRAYTITE OR EQUIV. CLOSED -CELL INSULATION R-38 (R-6.7 PER 1") RIPPED BLOCKS BETWEEN EACH FRAMING MEMBER CONT. ALUM. GUTTER ON FASCIA BOARD MATCH EXISTING (2) 2x6 TOP PLATES. STAGGER JOINTS A MIN. OF 48"O.0 FRAMING MEMBER ATTACHED TO TOP PLATES PER STRUCTURAL %" G.W.B. CEILING BOARD EXTERIOR FINISH PER ELEVATION o/ 15# BUILDING PAPER OR APPROVED AIR INFILTRATION BARRIER o/ SHEATHING PER STRUCTURAL PLANS 2x6 STUDS @16" O.C. (U.N.O. IN STRUCTURAL) R-21 BATT INSULATION (IN FULL WALL CAVITY) %" G.W.B. wl APPROVED P.V.A. VAPOR RETARDER 3/4" T&G PLY OR EQUIV. SUB -FLOOR GLUED &NAILED TO FLOOR JOISTS PER STRUCTURAL CAULKING/ SEALANT BEAD AT FLOOR PERIMETER R-38 BATT INSULATION IN FLOOR CAVITY RIM JOIST PER STRUCTURAL P.T. 2x6 MUD SILL w/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE 4" TIGHTLINE DRAIN WHERE REQ'D FOUNDATION WALL SIZE AND REINFORCING PER STRUCTURAL PLANS 4" PERF. FT'G DRAIN. WRAP IN FILTER FABRIC w/GRAVEL OVER FABRIC FOOTING SIZE AND REINFORCING PER STRUCTURAL PLANS 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 �� — II Iil.l L,� y h R N c Z U E �.N a L �� c� � w .- o r� m a@ o }~ � O U C C U 41 E �' C O �N Cp d N Q O C U O. (, O �� N d O -O O. N N O U, J N C N ,p "O NL- N i _ N w �Um�mfO �OON�L''=mU�EN } W¢�� y y Q, U N O) � N y 0 OWW °w�o3a�i >.ti o�c3a:6�o UJO o u � =O m3 0 �—p..-�o N W _ n n �g-°oya��ia�°��'aFE�d J Q O � W V W I.IJ N o 0 W � O � a to � W N w � � � z z � � w_ � "' � w � � p W 0 Z � Q Z � O V W �_ 2 N W c Q T N � i V z RECEIVED Apr 18 2(� CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT a> a 0 a Z PROJECT NO. 220603 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET: PRINT DATE 4/2/2023 2:26 PM GENERAL NOTES All design and construction shall conform to the requirements of the 2018 International Building Code. Contractor shall verify all levels, dimensions and existing conditions in field before proceeding with any construction or demolition. Contractor shall notify the Architect of any discrepancies or field changes Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the work. Contractor shall provide adequate shoring and bracing of all structural members, existing construction and soil excavations as required, in a manner suitable 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 design strength. Foundations walls greater than 4 feet shall not be backfilled until the floor framing and all connections to the floor framing per these details are complete. CHANGES: No changes to these structural drawings are permitted without written consent of the Engineer. Changes will be billed to the client, owner or contractor at the Engineer's hourly rate. SUBMITTALS: Shop drawings shall be submitted to the Architect prior to any fabrication or construction for all the following: Structural steel, steel canopies, glued -laminated members and pre -manufactured wood members. Design drawings and calculations, for pre -manufactured wood trusses and joists shall bear the seal and signature of the Washington State Registered Professional Engineer who is responsible for the design, and shall be submitted to the Architect and Building official for review prior to fabrication. DESIGN LOADS LIVE LOADS: Live loads are determined in accordance with ASCE Ch. 4 L = 40 PSF (Residential) SNOW LOADS: Snow loads are determined in accordance with ASCE Ch. 7 with the following Factors: Ground Snow Load Pg = 20 psf Ct = 1.0 Ce = 1.0 Roof Snow Load Ps = 25 psf Is = 1.0 WIND LOADS: Wind loads are based on ASCE 7 Ch. 28 (Envelope Procedure) with the following factors: Exposure Category = B Velocity (3 sec) = 95 mph (ult) Kzt = 1.5 Design wind pressured for determining forces on components and cladding are determined in accordance with ASCE 7 Chapter 30. SEISMIC LOADS: Seismic loads are based on the Equivalent Lateral Force Procedure in ASCE 7-16 Section 12.8 with the following factors: Risk Category = II Ss = 1.29 Site Class = D S1 = 0.456 Design Category = D SDS = 0.861 R = 6.5 (wood shear wall) SD1 = 0.561 Ie = 1.0 Cs = 0.133 (ult.) FOUNDATIONS The allowable soil bearing pressure used for design = 1500 psf based on assumed values typical of this region. Concrete foundations shall be placed on Bearing Ground defined as follows. Bearing Ground shall be stiff, competent, non -expansive, undisturbed native soil. Where native soil is inadequate for bearing, foundations shall be placed on structural fill mixed and compacted in accordance with specifications provided by a Washington State licensed Geotechnical Engineer. Bottom of footing elevation shall be located at minimum frost depth 18" below top of finished grade unless required otherwise by the Building Official. The contractor shall confirm the minimum frost depth with the Building Official prior to excavation. CONCRETE Concrete work shall comply, in general, with ACI 301 (latest edition) "Specifications for Structural Concrete for Buildings." CONCRETE MIXES: Concrete mixes shall conform ACI 318 Ch. 5. Minimum concrete strength fc at 28 days shall be as follows: Slab -on -grade, Curbs and Pads - 2000 psi Footings - 2500 psi Walls, Stems - 3000 psi (2500 psi used for structural design) Water/cement ratio shall be measured by weight and shall be based on the total cementitious material. Water/cement ratio shall be determined by the supplier based on strength requirements and shall not exceed 0.55. Water -reducing admixtures may be incorporated in concrete mix designs but shall conform to ASTM C 464, and be used in accordance with the manufacturer's recommendations. CaCI and other water-soluable chloride admixtures shall not be used. REINFORCING STEEL: All reinforcing shall be deformed bar (rebar) with bar diameters specified in these drawings and properties below: All reinforcing unless noted otherwise - ASTM A615, Grade 60 #3 stirrups and ties - ASTM A615, Grade 40 Welded rebar - ASTM A706, Grade 60 Galvanized Welded Wire Fabric - ASTM A165 Reinforcing steel shall be detailed in accordance with ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures." Reinforcing steel shall be lapped as noted on the drawings. Where lap length is not shown, reinforcing bars shall be lapped as follows: #5 and smaller - 48 bar diameters #6 and larger - 60 bar diameters Minimum concrete cover over reinforcing shall be as follows: Nonstructural Slab -on -grade - Mid -Depth Wall Bars: interior face - 3/4" exposed to earth/weather - 1-1/2" (#5 and smaller) 2" (#6 and larger) Footings: Bottom Bars - 3" (cast against earth) Top Bars - 1-1/2" Side Bars - 2" Provide supports as required for proper alignment and concrete cover around the reinforcement. Consult the CRSI Manual of Standard Practice MSP-1 for specific information. WOOD SAWN LUMBER: Structural sawn lumber shall be kiln dried and be of the species and grade noted below or better: Use Grade Fb si Wall Studs Hem Fir Stud 675 Plates &Planks Hem Fir #2 850 Joists &Rafters Hem Fir #2 850 4x Beams Douglas Fir -Larch #2 900 6x Beams Douglas Fir -Larch #2 875 Posts Douglas Fir -Larch #2 750 2x4 T&G Decking Douglas Fir -Larch Select 1750 All lumber and plywood exposed to weather or water or in contact with concrete, stucco, masonry or other cementitious materials shall be treated with an E.P.A. acceptable wood preservative, such as Alkaline -Copper -Quaternary "ACQ" or Copper Azole "CBA" type A and B. All wood connectors shall be manufactured by Simpson Strong Tie Company (or approved equal), and of the size and type shown on the drawings. All wood connectors in contact with preservative -treated wood shall be Triple Zinc G-185 galvanized (1.85 oz/sq ft coating). MINIMUM WOOD NAILING REQUIREMENTS: Unless otherwise noted on the drawings, typical wood framing shall be fastened as follows. See IBC Table 2304.10.1 for fastener alternatives not shown. Location Min. Nail Quantity/Spacing Type* Beams (built up 2x's) 3" x 0.131" 24" o.c. T&B* FN EF* staggered Blocking -to joists, rafters, trusses 3" x 0.131" 2 each end TN or studs -to top plates 3" x 0.131" 3 TN Bottom plate -to joist, rim joist 3" x 0.131" 12" o.c. FN or blocking -to studs 3" x 0.131" 3 EN Header (built up 2x's) 16d box 12" o.c. T&B FN Header -to studs 3" x 0.131" 4 TN Joist -to supports 3" x 0.131" 3 TN -to rim joist 3" x 0.131" 4 EN Rafter -to supports 3" x 0.131" 4 TN, EN Rim Joist -to sill or blocking 3" x 0.131" 6" o.c. TN Stud -to Stud 3" x 0.131" 12" o.c. FN -to top/bottom plate 3" x 0.131" 4 TN Top plate -to top plate 3" x 0.131" 12" o.c. FN -to studs 3" x 0.131" 3 EN -laps at corners and 3" x 0.131" 3 FN intersections Truss to top plate 3" x 0.131" 4 TN *EN =end nail, FN =face nail, TN =toe nail, EF = "each face", T&B = "top and bottom" RATED SHEATHING: Wood structural panels shall bear the APA trademark of the American Plywood Association. Sheathing shall be as follows: Shear Wall Shtg APA rated 7/16" 32/16 C-D INT with Exterior Glue (CDX or OSB) Roof Shtg APA rated 15/32" 32/16 C-D INT with Exterior Glue (CDX or OSB) Sub Floor Shtg APA rated 3/4" 48/24 T&G C-D INT with Exterior Glue Sheathing shall be orientated over the supports as shown on the drawings. Shear wall sheathing shall be blocked at all panel edges as shown in the shear wall schedule. GLUED LAMINATED MEMBERS: Glued Laminated members shall each bear an AITC identification mark and be accompanied by an AITC certificate of conformance. One coat of end sealer shall be applied immediately after trimming either shop or field. Members shall be Visual Graded Western Species Inductrual, Architectural or Premium grade with strength as follows: Plan Symbol Common Name S ecies Fb E GLULAM Glulam DF 24F-V4 DF/DF 2400/1850 psi 1,800,000 psi GLULAM V8 Glulam DF 24F-V8 DF/DF 2400/2400 psi 1,800,000 psi ENGINEERED COMPOSITE LUMBER: Engineered Composite Lumber shall be manufactured by Trus-Joist, Boise Cascade or approved equal and shall have the following minimum strength (based on 12" member depth): Symbol Common Name Manufacturer Fb E PSL Parallam Trussjoist 2900 psi 2,000,000 psi LVL Micolam Trussjoist 2600 psi 2,000,000 psi LSL Timberstrand Trussjoist 1700 psi 1,300,000 psi VL (13/-2%") Versa Lam Boise Cascade 2800 psi 2,000,000 psi VL (3%" &wider) Versa Lam Boise Cascade 3100 psi 2,000,000 psi PREMANUFACTURED OPEN WEB WOOD TRUSSES: Trusses shall be design by a Structural Engineer licensed in the State of Washington, who is regularly engaged in the design of plate -connected wood trusses. Truss design shall be accordance with IBC Section 2303.4. Trusses shall be design for the following superimposed dead loads: top chord bottom chord total roof trusses 10 psf 5 psf 15 psf In addition to dead loads, the design shall include the live, wind, snow loads as identified in the "Design Loads" section of these drawings, and the snow drift, sliding and unbalanced loads per ASCE7 Chapter 7. The truss design shall include concentrated and axial loads shown on framing plans and hanger schedules in these drawings. Roof trusses shall be designed for wind net uplift of 10 psf unless otherwise noted on the drawings. Trusses shall be fabricated by a manufacturer who is a member of the Truss Plate Institute. Trusses shall be supplied with the proper hangers, end connections, bridging, bracing to provide lateral stability of all truss members, and tie -down connections to beams and tops of walls. Trusses shall be supplied with tapered hardwood shimming so that every chord bears on the full width of every support, without notching the truss members. The truss manufacturer is responsible for ensuring the bearing seat does not exceed the sill plate capacity of the supporting element. RECOMMENDED INSPECTIONS The following recommended minimum items shall be inspected by a qualified individual designated by the Building Official: -Footings bear on competent native soil per the "Foundations" section above -Footing reinforcement -Shear wall sill plate anchors and washers per schedule -Shear wall nailing and shear clips per schedule -Shear wall hold-downs -Verify type, size and grade of structural steel members and bolts STRUCTURAL NOTES WOOD FRAMING PER PLAN VARIES. SEE 15/S5 FOR CONNECTIONS AND FRAMING NOT SHOWN PT SILL PLATE w/ ANCHOR BOLTS AND WASHERS PER SHEAR WALL SCHEDULE. MINIMUM ANCHOR BOLT EMBEDMENT = 7". SHEAR WALL PER PLAN 8" THICK WALL\��\ #4 HORIZ. AT 18" o.c. AND (2) AT UNLESS NOTED TOP OF WALL OTHERWISE #4 VERT. DOWELS AT 24" o.c. Q z ALTERNATE HOOK AT BASE �� °r,° PER DRA N � � FOOTING PER PLAN "'vl �I 1 �I r= TYPICAL CONCRETE FOUNDATION � 1 SINGLE REINFORCING NOTES: 1. VERTICAL REINFORCING NOT SHOWN FOR CLARITY 2. SEE STRUCTURAL NOTES FOR CLEAR COVER 24" #4 x 24" MATCH HORIZ REINF. 24" i#4 x 24" MATCH HORIZ REINF. #4 x 24" MATCH HORIZ REINF. DOUBLE REINFORCING TYPICAL CONCRETE WALL AND FOOTING CORNER � 4 EMBED ALL NEW STEM WALL AND FOOTING REBAR INTO EXISTING FOUNDATION. DRILL AND EPDXY4" MIN. EXISTING STEM WALL � i EXISTING FOOTING i �� \ �� i i i„ � i�i�� i i �� i �i�� i i � � � � y: �c � � % \ � / / ^ \ �� i � � � i�/ice/ �� i �`• � � � � EMBED ALL NEW STEM WALL AND FOOTING REBAR INTO EXISTING FOUNDATION. DRILL AND EPDXY 4" MIN. � � .. � � .\\ �\ �\ � � � � \\\ \ NEW STEM WALL NEW FOOTING NEW FOUNDATION TO EXISTING � 7 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 SOLID BLKG MATCH WIDTH OF BEAM/GIRDER TYPICAL HEADER DETAIL 1 O VF 'L� 6d 6d )R. PI C( 'LP rIN POST BETWEEN JOISTS FLOOR BOUNDA VG NAILIr 2x BLOCKING NAILED TO R JOIST WITH 16d AT 6" a POST AT JOISTS SECTION � 2 5 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 lOd &GLUE 6" OC 12" OC 6" OC DIAPHRAGM NOTES 1. ALL DIAPHRAGM SHEATHING IS TO BE STAGGERED IN THE DIRECTION OF THE PLYWOOD SPAN ER DIAPHRAGM DETAIL 2. PROVIDE BOUNDARY NAILING CONTINUOUS AROUND THE ENTIRE PERIMETER OF THE DIAPH 3. NAILS SHALL BE COMMON OR GALVANIZED BOX 4. ALL FRAMING MEMBERS SHALL BE 2x MINIMUM NOMINAL WIDTH BLOCKED DIAPHRAGM TYPICAL CONTINUOUS WHERE INDICATED PANEL JOINT _.I� �i,..� _'}�'-'fir �I: � li li li d l; U rl � � I: 11 BOUNDARY 'I Il Il Q 11� la fl � il� Il NAILING ' li li L 11 11 li TOP PLATE Ij al: Ij II Ij BLOCKED CONTINUOUS �I dl' Il Il W Ij Ij Ij "OTHER" PANEL PANEL JOINT li li I: 11 11 FI a I: li EDGE NAILING � I� IJ U INTERMEDIATE JOIST/TRUSS NAILING , DIAPHRAGM DETAIL TYPICAL DIAPHRAGM NAILING $ SON CS16 WITH (20) �O DBL. TOP PLATE D AT EACH SIDE. ✓1 AS NEEDED. 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. TYPICAL PLATE STRAP AT BEAMS I 1 1 NEW FLOOR JOISTS AP HANGERS PER PLi TOP Pl =KIrY txlJl IIVh LX KIIVI JUIJI ;ISTING FLOOR FRAMING ;ISTING FOUNDATION SECTION � $ �:� NOTES: SEE STRUCTURAL NOTES FOR TYPICAL TOP PLATE NAILING NOT SHOWN TYPICAL TOP PLATE SPLICE � 9 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 I I I I i 2x6 PLATE W/ (2) 16d I I � INTO EA ROOF TRUSS I I i � BELOW 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 I V I I TYPICAL ROOF OVERFRAMING 112 Ross Engineering Design Inc rya n. ross@ rosseng i neer.com 3.24.2023 ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN W V Z W J I.IJ N o � W � O � a w LJJ - H z Z � J N O w �/��/ w �V � 0 W � Z D_ � V � Z O IW �_ O� 2 N � W M Q� V Z ECEIVEDr( Apr 18 2023 h CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT a� 0 c 0 ia. •L m G Z FILE/ NO. 23006 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: PRINT DATE 3 / 24 / 2023 II I L li__ __ L I� _______, II 0_ M � � �-7 C__________��___________2—________� -� �� h li n � it ii ' II ii H i '! iL==y I i i� I -I __________� I A B C D E I, I, I, � � I, I I I I Q I I I I I, I, I I I I I I I I I I I I I I I EXTERIOR WALLS NOT MARKED SHALL BE SW1 HOLDDOWNS CALLED OUT ARE LOCATED AT BASE OF SHEAR WALLS. �.` {; SEE SHEET S5 FOR SHEAR WALL SCHEDULE AND HDU ANCHOR SCHEDULE � I I' MAIN FLOOR SHEARWALLS SCALE: 1/8" = 1'-0" 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%" 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"x8" AND HAVE A NET FREE VENTILATION AREA OF .48 SQ. FT. ELECTRONIC COPY ORIGINAL ON FILE AT I I � I I ROSS ENGINEERING DESIGN S 1 4 PLACES I I � � ...., .. .. a �. �. . � � I I � �� I I I Via. I I I I f I I I `` I I �.� � CRAWLSPACE • EXISTING � I I I` I I lr' I I h' I I I` I I r,, 4 ---f�` --------------------------------------------------------i------------------------------------i-- f• I I �. f f I I f �. I I II � I I I. 3 --- '�6 ��•II/ �f,y F— 1 �' �e ;I ON 16''x8"OCONCRETE F � OT NG � dl (TYP.�I U.N.O.) • •I •. :� 1 a! � s� I � } •.` M N I; CUT AND REMOVE EXISTING STEM � ' i (access and venting) I `.�, ,� i •� I ----------------------------------- -1-----�--•'------------ — �f '� a -�1 ' I �i 'j .'I `�i — — � J I I --------------------------------------------------------i------------------------------------i-��,------------------------------------ :I — — — I � `�---- ' Cl1T At�D REMOVE EXISTING STEM �� I� I ' — — — — — — — — I I I, F-01 I I I � H 1 ----- ---------------------- - - - -!-----�--------------------------=------ .--------- - -- !- - �G - -- - tip- - -�- - - - --- -- I I � � I M � a NEW FOUNDATION VENT CALCULATIONS CRAWLSPACE AREA 83 SQ FT NET VENTILATION AREA / 300 SQ FT 0.28 NET AREA NUMBER OF VENTS REQ'D NET AREA / 0.48 1 OPTIONAL POWER VENT CRAWLSPACE HEIGHT 3 16.6 CFM I � 5'-11 2" I 13'-7 z" I FOUNDATION PLAN SCALE: 1/4" = 1'-0" NOTE ! FIELD VERIFY ALL DIMENSIONS LEGEND STEM WALL — —FOOTING —_____ EXISTING WALLS UNDER EXISTING REMOVAL 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. WAY NOTE: "EXTERIOR FOOTINGS SHALL BE MIN. 18" BELOW GRADE AND REST ON BEARING SOIL. 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 � �@ � O °� W m W 2 %R 'Ir }V� 4s�d:; �N �� : � ��I' c � ALA,, � n W CC �� — IIII.IL, h•. II ,R. N U W N N .« r0 _ 'O � -O c 0 O O Z U E �.N a L m� c m � c w .- o r m m a m o }~ � O U C C U 41 E �' C O N Q O C U �N O. (, O �� Cp N d d U, U J y C N 'O O. �p O N O 'p NL-. to i _ N w �Om�mfO �OON�L''=mU�EN } W¢�� y y� U m O) � N y 0 OWW °w�o3a�i >.ti o�c3a:6�o UFO o � map J aa.a mOin� o W _ o _ a � ��N�a�s��aF�� ¢ o� W V Z W J W N o IO W � O � a W N W � � � CZ Z � � w � N C W � Q p W aZ � az o- O V W � p� _ N W c Q T N � i V ZD RECEI Apr 18 2(� CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT a> a 0 c 0 .` C Z PROJECT NO. 220603 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET: PRINT DATE 3/24/2023 12:17 PM POST, CAP &BASE SCHEDULE SYM. POST CAP BASE NOTES: P—01 (1) 2x_ STUD wl (1) TRIMMER (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8)16d NAILS STUD TO HEADER P-02 2x_ STUD w/ (2) TRIMMERS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8)16d NAILS STUD TO HEADER P-03 (2) 2x_ STUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. P-04 6x6 DF#2 EPC6Z (4) 16d NAIL (TOE PLATE) P-05 4x4 DF#2 EPC4Z (4) 16d NAIL (BEAM/PLATE) P-06 6x6 DF#2 (4) 16d NAIL (2) A34 P-07 (3) 2x_ STUDS (4)16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) NOTE: SOLID BLOCKING BETWEEN FLOOR @POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE BEAM SCHEDULE SYM. BEAM BM-01 4x8 DF#2 OR BETTER BM-02 4x10 DF#2 OR BETTER BM-03 3.5"x10.5" GLULAM BM-04 DBL. 2x10 HF#2 HANGER SCHEDULE SYM. HANGER H-01 LU210 / LUC210 H-02 HU210-2, MAX NAILS H-03 LUS26 NOTE: HANGERS NOT CALLED OUT IN ROOF PLAN SHALL BE PROVIDED BY TRUSS ENGINEER A B C D E I I �I I I 3.24.2023 I I �I, I I y p,N N• R I I I, I I I Q`�OF^Sh, i I \' J C'/ GARAGE SLAB EXISTING I i i i i I I I I I CV � Q MAIN FLOOR FRAMING SCALE: 1/4" = 1'-0" ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN NOTE ! POINT LOAD ABOVE. SOLID BLOCKING REQUIRED IN FLOOR FRAMING LEGEN D '� CONCRETE WALL UNDER WALLS/ FIXTURES OVER FLOOR PERIMETER FLOOR JOISTS HEADERS &BEAMS EXISTING WALLS UNDER EXISTING REMOVAL V z N z Q o Q � U � 1' 2 rn wa��, ��v "�� O J J�� U �rn� M � w Z ANC N - W � �� o W m � a W H R V ,K ,%r f /�,�! + vi "/ 4s�c:. N ,'� L u i � "' 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 iu �� o� E� m �� J Q O � W V z W � � I.IJ N o Q I.IJ ao O � a H � W N w � � � z z � � w � � p QW � Z � ¢ Z �O V W �_ O� N Q W �i QT � i V Z RECEIVED Apr 18 2C� CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 C O r a �L i.i 0 0 Z PROJECT NO. 220603 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET: PRINT DATE 3/24/2023 12:17 PM POST, CAP &BASE SCHEDULE SYM. POST CAP BASE NOTES: P-01 (1) 2x_ STUD w/ (1) TRIMMER (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER P-02 2x_ STUD w/ (2) TRIMMERS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER P-03 (2) 2x_ STUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. P-04 6x6 DF#2 EPC6Z (4) 16d NAIL (TOE PLATE) P-05 4x4 DF#2 EPC4Z (4) 16d NAIL (BEAM/PLATE) P-06 6x6 DF#2 (4) 16d NAIL (2) A34 p—p] (3) 2x_ STUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) NOTE: SOLID BLOCKING BETWEEN FLOOR @POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE 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 4 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. 3 - ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION (R806.1 & 806.2) PROVIDE 1 S0. FT. OF ATTIC VENTILATION FOR EACH 150 S0. FT. OF ATTIC AREA. EXCEPTION: PROVIDE 1 S0. FT. OF ATTIC VENTILATION FOR EACH 300 S0. 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 2 _ THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 1 - NEW ROOF VENT CALCULATIONS ROOF AREA 100 SQ FT REQUIRED ROOF VENTILATION AREA/ 300 0.33 SO FT 40-50% IN UPPER &LOWER ROOF ROOF VENT AREA / 2 0.17 SO FT VENT BLOCKS IN EAVES BLOCKS =AREA/ 0.074 3 ROOF VENTS IN UPPER 40-50 OPTION 1: AF50 ROOF JACK =AREA / 0.333 OPTION 2: (ridge vent) CORAVENT V300 =AREA / 0.094 1.8 FEET BEAM SCHEDULE SYM. BEAM BM-01 4x8 DF#2 OR BETTER BM-02 4x10 DF#2 OR BETTER BM-03 3.5"x10.5" GLULAM BM-04 DBL. 2x10 HF#2 HANGER SCHEDULE SYM. HANGER H-01 LU210 / LUC210 H-02 HU210-2, MAX NAILS H-03 LUS26 NOTE: HANGERS NOT CALLED OUT IN ROOF PLAN SHALL BE PROVIDED BY TRUSS ENGINEER HEADER NOTE ! HEADERS NOT CALLED OUT IN PLAN SHALL BE: A �'� �� BM-01 Q� LEGEND TRUSSES RAFTERS �� OVER FRAMING GIRDER TRUSS HEADERS &BEAMS ROOF LINES ______<_ NEW WALLS UNDER EXISTING WALLS UNDER EXISTING _ _ _ REMOVAL 3.24.2023 ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN U z N Z o >Q Q > U Y 2 0� Wl a '�, w�� a "�� O J V � U ��o o Z � c N N .. W � �@ IpC o aEi W m � o W H O %R , t� /, �� + .� � .� ', III C "' III � a� CC I �� . N c Z U E� .N a L �� c m i� w .- o r� m a@ o }~ � O U C C U 41 E �' C O Cp NQO C U�N O. (, O�� N dd O -O O. t0 N O U, J y C N t6 'p NL-. to i _ N w �Um�mfO �OON�L''=mU�EN } W¢�� y y� U N O) � N y 0 OWW °w�o3a�i >.ti o�c3a:6�o UJO o u � =O m3 0 �—p..-�o N W _ n n ��-°o �'�o�°�aEi��'aFE�� J Q O � W V W � � W N o 0 W � O � W N w � � � Z "' z � � w_ � w � � p p W 0 Z � Q Z w O V W �_ 2 N W c Q T N � i V Z RECEIVED Apr 18 2(� CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT a> a 0 c 0 Q .` N a> C Z PROJECT NO. 220603 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET: PRINT DATE 3/24/2023 12:18 PM HOLD-DOWN ANCHOR SCHEDULE HOLD-DOWN ANCHOR IN CONC. STEM WALL ANCHOR IN THICKENED SLAB EPDXY ANCHOR IN EXISTING 1, z FOUNDATION FLOOR TO FLOOR ANCHOR 1 HDU4 SB % x 24 PABS x 6" EMBED %" DIA. x8" EMBED %" DIA. HDUS SB % x 24 PABS x 6" EMBED %" DIA. x12" EMBED %" DIA. HDU8 SB % x 24 PAB7 x 8%" EMBED %" DIA. x18" EMBED �/" DIA. HDU11 SB 1 x 30 PAB8 x 10" EMBED NA 1" DIA. HDU14 SB 1 x 30 PAB8 x 10" EMBED NA 1" DIA. NOTES: 1. F1554 THREADED ROD ANCHOR TYPE 2. EPDXY ANCHORS HOLD-DOWN PER I SHALL ONLY BE USED WHERE INDICATED SQUASH BLKG ON THE FOUNDATION MATCH POST SIZI PLAN 0 m w I �� -� 10d AT 6" o.c. EXISTING ROOF SHEATHING 2x BLOCKING WITH 16d AT 6" o.c. TO BEAM ANCHOR PER SCHEDULE ADD #4 x 48" AT EACH ANCH — s TYPICAL HDU HOLD-DOWN ANCHORS � 1 EXISTING RAFTERS HANGERS PER PLAN NOTIFY ARCHITECT IF EXISTING FRAMING IS CONTINUOUSTO UPPER ROOF SHEATHING EXISTING RAFTERS EXISTING DOUBLE TOP PLATE TO REMAIN 1/4x5" SDS AT 12" o.c. C~ •� 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 8d @ 3" OC4 8d @ 2" OC4 3x OR DBL. 2x6 3x OR DBL. 2x6 2x 2x 5/8" DIA. AB @ 24" OC 5/8" DIA. AB @ 18" OC 16d BOX NAgL @ 3' OC 16d BOX NAgL @ 2.5" OC LTP4 @ 14" OC LTP4 @ 10" OC SWS, SWSP SW6, SW6P11 2 8d @ 3" OC4 3x OR DBL. 2x6 3x 5/8" DIA. AB SDS25600 LTP4 @ 14" OC @ 18" OC @ 5" o.c. EA. FACE 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. 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 REQUIREMENTS 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 EDGES. 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 EXISTING ROOF SHEATHING ROOF BOUNDARY NAILING 16d AT 6" o.c. NEW ROOF SHEATHING PER STRUCTURAL NOTES EXISTING RAFTER � � NEW RAFTERS PER PLAN 7 11 I SECTION 112 16� �17 10d AT 6" o.c. EXISTING ROOF SHEATHING 2x BLOCKING WITH 16d AT 6" o.c. TO BEAM EXISTING RA HANGEF.� , ". PLAN SOLE PLATE NAIL/SCREW EDGE NAILING EXTEND SHEAR WALL SHEATHING CONT. OVER RIM JOIST TO SILL PLATE. DO NOT BREAK AT SOLE PLATE. SHEAR WALL EDGE NAILING TO RIM JOIST AND SILL PLATE ANCHOR TYPE HOLD-DOWN W/ ANCHOR ROD PER HOLD-DOWN SCHEDULE TYP. 8d AT 12" o.c. NAILING AT ALL INTERMEDIATE SUPPORTS PANEL EDGE NAILING TYP. SILL/SOLE PLATE W/ ANCHORS PER SCHED. TYP. ANCHOR TYPE HOLD-DOWN PER PLAN WHERE APPLICABLE. SEE SCHEDULE FOR ANCHOR ROD TYP. .,,.,,� .,,,, '.'NARY HEATHING IRAL NOTES /� SDHEAR WALL O�� SW_ % 1 SEGMENTAL SHEAR WALL 'ONY WALL OVER A. STUDS AT 16" o.c. ,TH PER SW1. SECTION FLOOR BOUNDARY NAILING PER DIAPHRAGM SCHED 2x SOLE PLATE 2x SILL PLATE � FLOOR JOIST NOTE: SEE SIMILAR SECTION PER 20/S5 FOR INFORMATION NOT SHOWN ALTERNATE SHEAR FLOW AT LOWER FLOOR 13 KUI. ROOF C( Sh SOLE PLATE NA EDG FLOOR BOUNDAR 2xl SHEAR WALLSHI OR ALTERNATE S��k HOLD-DOWN ID 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 PERFORATED SHEAR WALL PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE. BOLT EMBED = 7" MIN. FLOOR JOISTS PER PLAN FOUNDATION PER PLAN FRAMING PERPENDICULAR TO WALL 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 PANEL EDGE NAILING TYP. m J TYPICAL TOENAIL CONT RIM JOIST SHEAR CLIP PER SCHED. EACH FACE DOUBLE SIDED SHEAR WALL PER PLAN �i� BOUNDARY NAILING PER DIAPHRAGM SCHEDULE TO RIM JOIST AND BLOCKING � FLOOR FRAMING SOLID BLKG. BETWEEN JOIST BLKG SHEAR CLIPS -DOUBLE SIDED SW SHEAR WALL SCHEDULE AND NAILING DETAIL I rj Kuur esvulvL. SHEAR WALL SHEAR W� SOLE PLATE NAIL/SCREW EDGE NAILING FLOOR BOUNDARY NAILING 2x RIM JOIST SHEAR WALL SHEAR CLIPS, OR ALTERNATE PER 13/S5 FRAMING PARALLEL TO WALL S PER AT 48" o.c. (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 TYPICAL STRUCTURAL WOOD WALL/SHEAR WALL ASSEMBLIES I 1 rj 19� �20 Ross Engineering Design Inc rya n. ross@ rosseng i neer.com 3.24.2023 ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN W V Z W � � I.IJ N o � W � O � O� w LJJ — N z Z � J - N O �� w �V � 0 W � Z D_ � V � Z O W �_ O� 2 N � W M Q T � � i V Z ECEIVEDr( Apr 18 2023 h CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT a� 0 0 �. �L V N d 0 Z FILE/ NO. 23006 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: PRINT DATE 3 / 24 / 2023