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APPROVED PLN_RESUB1 BLD2022-1025+Architectural_Plan+9.25.2022_11.26.22_PM+3127656GENERAL 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 AND MOISTURE 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 5/81, TYPE "X" GYPSUM WALL BOARD. GARAGE CEILINGS BENEATH ATTIC OR NON LIVING SPACE SHALL BE COVER WITH 5/81' 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 112" 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 SQUARE FOOTAGE BASEMENT 1515 MAIN FLOOR 1844 TOTAL 3359 NON -HEATED AREAS SQUARE FOOTAGE GARAGE 753 DECK 793 COVERED PORCH 95 DRAWING INDEX SHEET NO. DESCRIPTION Al COVER SHEET, INDEX, GENERAL NOTES A2 ENERGY CALCULATIONS A3 ELEVATIONS A4 ELEVATIONS A5 BASEMENT FLOOR PLAN A6 1 ST FLOOR PLAN A7 ROOF SCHEMATIC A8 BUILDING SECTIONS AND MISC. DETAILS A9 BUILDING CROSS SECTION S1 STRUCTURAL NOTES/SCHEDULES SHEARWALL & HOLDOWN LOCATIONS S2 S3 FOUNDATION PLAN S4 MAIN FLOOR FRAMING S5 2ND FLOOR FRAMING S6 ROOF PLAN STRUCTURAL DETAILS S7 S8 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.D. 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 NO. — SHEET NO. 1 SIM BUILDING CROSS SECTION �A1 O DETAIL NO. SHEET NO. 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. DUFFY RESIDENCE 23511 74TH AVE. W., EDMONDS, WA 98026 RESUMBITTAL SET 9-17-22 REVISIONS TO SHEETS A4 AND A5. Approved by Fire 10/03/2022 AFM /<_/F�tterer Approved. A residential fire sprinkler system is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.020C. Provide a minimum combination water service of one inch (1") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service. (THIS PROJECT IS LOCATED IN A FLOOD PLAIN i ■ZONE. PLEASE REFER TO NOTES AND REQUIREMENTS OF DOCUMENTS NEEDED. iPLEASE PROVIDE DOCUMENTS TO THE CITY i BUILDING INSPECTOR. ■ iASEPARATE PLUMBING PERMIT IS REQUIRED i iFOR THIS PERMIT. PLEASE OBTAIN A PLUMBING PERMIT FROM THE CITY OF i (EDMONDS. APPROVED BY PLANNING Oct 10 2022 APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work NEW SFR Address 23511 74TH AVE W Owner i-------------------------------DUFFY ---------------- - - - ----------------------------------- Approved Date 10/10/2022 Building Official W. W cl � Permit Number _____. __ BLD2022-1025 U z N C) >00 _ M z QE a �0 U CL Y= OJ U JL� �a� M CO �O Z cc) W o W m O W n E O u C €�=Ban=- a� GGG� c 14 _ U c vi N m s W 'O �, Z m �-0 m N C m L@ m� m O Na-omF`oo-O sUEnNE o 2 aLy w o o a° y- o`o ° OLU J�H a0 mp`;-O° F 0a2 y-aEim�oFE-w Uj 0 00 O1-1 Z Q LU o Q LL z LL O L U LLJ U 3i Z Q W Z Q ■■ ■� _ od H- LLm Z Q ( Q m CV 0 c 0 0 z PROJECT NO. 220705 DESIGNED BY TL DRAWN BY TL & RIM CHECKED BY TL PERMIT SET 2 SHEET NO. RES Sep 26 CITY OF EDM DEVELOPMENT DEPARTM PRINT DATE 9/17/2022 9:16:35 AM IB )22 NDS RVICES IT 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- factor alternative 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 M1505.4.3(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 I M C 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 ventilations stem. A balanced whole house ventilations stem shall include both supply and exhaust fans. The su I and Y Y ppY ppY 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 M 1505.4. 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 rid or other airflow measuring device at the mechanical ventilation fan's inlet terminals outlet terminals or grilles or in the connected ventilation 9 9 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 50 55 1001-1500 30 40 45 55 60 1501-2000 35 45 50 60 65 2001-2500 40 50 55 65 70 2501-3000 45 55 60 70 175 3001-3500 50 60 65 75 80 3501-4000 55 65 70 80 85 75 85 90 4001-4500 60 70 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 = 3359 SQ. FT. BEDROOMS = 4 WHOLE HOUSE VENTILATION SIZE = 75 CFM X 2 (50% PER 4-HOUR) = 150 TOTAL CFM FAN(s) SIZE. OUTSIDE AIR INTAKE WITH EXHAUST FANS AS NOTED IN PLAN. 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. EXHAUSTFANS Exhaust fans to terminate at building exterior with clearances per IRC 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. ?x6 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 1 1 /2" = 1'-0" 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 D ff Residence Brian and NancyDuff u 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 08/01/2022 All Climate Zones (Table R402.1.1) R-Value a U-Factor a 0.30 Fenestration U-Factor b n/a Skylight U-Factor b n/a 0.50 n/a Glazed Fenestration SHGC bje n/a Ceiling a 49 0.026 0.056 0.029 Wood Frame Wall &h 21 int Floor 30 Below Grade Wall •h 10/15/21 int+TB 0.042 d,f 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 Slab 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. The fenestration U-factor column excludes skylights. "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on b 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 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" 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. rafter- orjoist-vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e �Forsingle 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 FENENSTRATION CALCULATIONS VERTICAL GLAZING LESS EXEMPT GLAZING PLUS GLAZED DOORS PLUS OTHER EXTERIOR DOORS TOTAL FENESTRATION: ENERGY CREDITS 411 SF -00 SF 276 SF 21 SF 708 SF OPTIONS DESCRIPTION CREDIT HEATING For an initial heating system using a heat pump that meets 1.0 OPTION 2 federal standards for the equipment listed in Table C403.3.2(1)C or C403.3.2(2) ENERGY Compliance based on R402.4.1.2: 0.5 OPTION 2.1 Reduce the tested air leakage to 3.0 air changes per hour maximum at 50 Pascals ENERGY Ductless split system heat pumps with no electric resistance 2.0 OPTION 3.6 heating in the primary living areas. A ductless heat pump system with a minimum HSPF of 10 shall be sized and installed to provide heat to entire dwelling unit at the design outdoor air temperature. ENERGY Water heating system shall include one of the following: 2.5 OPTION 5.6 Electric heat pump water heater with a minimum UEF of 2.9 and utilizing a split system configuration with the air -to -refrigerant heat exchanger located outdoors. Equipment shall meet Section 4, requirements for all units, of the NEEA standard Advanced Water Heating Specification with the UEF noted above 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 Credits - select ONE Options heating option 1 Combustion heating minimum NAECAb 0.0 ❑ 2 Heat pump` 1.0 2 3 Electric resistance heat only - furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 ❑ -1.0 ❑ Credits - select ONE energy option from each category 0.5 ❑ 1.0 ❑ 0.5 ❑ 5 All other heating systems Energy Options P Energy Credit Option Descriptions MMEMI MMMltta IME9 IMIMMMIM Efficient Building Envelope 1.1 1.2 1.3 Efficient Building Envelope 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 0 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 Li 2.0 ❑ 3.1a High Efficiency HVAC 1.0 ❑ ❑ ❑ 3.2 High Efficiency HVAC 1.0 3.31 High Efficiency HVAC 1.5 3.4 High Efficiency HVAC 1.5 ❑ ❑ 0 ❑ ❑ 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 Simpie cleating 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 Duffy Residence Brian and Nancy Duffy Heating System Type: O All Other Systems OO Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions Design Temperature Difference (AT) 46 Edmonds AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 3,359 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 8.6 28,887 Glazing and Doors U-Factor X Area = UA Instructions L u-0.28 . I 0.280 708 198.24 Skylights Instructions Insulation Attic U-Factor X Area = UA 0.50 40 20.00 U-Factor X Area = UA Instructions ` D 49 I 0.026 1,736 45.14 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions R-38 Vented Vented VJ 0.027 F 189 5.10 Above Grade Walls (see Figure 1) U-Factor X Area UA Instructions �R-21Intermediate W I 0.056 2,411 135.02 Floors U-Factor X Area UA Instructions 0.025 309 7.73 I R-38 V Below Grade Walls (see Figure 1) U-Factor X Area UA Instructions R_zt Interior W I 0.042 615 25.83 Slab Below Grade (see Figure 1) F-Factor X Length UA Instructions L 0.570 95 54.15 J R-5 Thermal Break at slab edge V re �L Slab on Grade (seJRUIOPerimeter1,meter F-Factor X Length UA Instructions I 0.540 86 46.44J W Location of Ducts Instructions Duct Leakage Coefficient Conditioned Space I 1.00 Sum of UA 537.64 Envelope Heat Load 24,731 Btu / Hour Figure 1. Sum of UA x AT Air Leakage Heat Load 14,351 Btu / Hour Volume x 0.6 x AT x 0.018 Above Grade Building Design Heat Load 39,083 Btu / Hour Air leakage + envelope heat loss Building and Duct Heat Load 39,083 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 48,853 Btu / Hour Buildina and duct heat loss x 1.40 for forced air furnace Buildina and duct heat loss x 1.25 for heat pump (07101113) 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 option from Energy Credit Option Descriptions cont. User Notes P P P (cont.) gY P 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 0 6.1e Renewable Electric Energy (3 credits max) 1.0 Q 7.1 Appliance Package 0.5 ❑ Total Credits lCalculate 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. NOTE: SEE SHEETS A8 & A9 FOR ADDITIONAL INSULATION LOCATIONS AND DETAILS. Prescriptive Path - Single Family 2018 Washington State Energy Code-R 3 U Z N 00 co 0) Z Q E Q � o 112- Y 2 of w d rn wL X�� O 0: � J L� JLO U �M� M '.6 Z co LU @ IIm Ox m W m o W a_ 2 H E O U L S" U c y Z O a iv a m M o t F o c 8 s b E 2 y o o y. O C@ (0 O o J O � N L N L O O�-od umcLv,�r `mom- Em o°��'cnm08 0 Q WO O uj E�Nw o E Q�O O) U O C O W� U O w p- V .- � L W Omc�Oiaav'i -o Ea� a, da�t cOc E F Z no w m a� 'oF UJ 00 041 Z 0 LL. Z Q 0 UJ > W U 3� Z a w Z Q U 0 _ Z � a LO CV a� 76 0 c 0 .T) a) IY 0 z PROJECT NO. 220705 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL PERMIT SET 1 SHEET NO. ES Zp 26 2 CITY OF EDM DEVELOPMENT DEPARTM PRINT DATE 8/1/2022 6:01:04 PM 16 022 NOS RVICES JT 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 112". (R319.1) Drastrip dge stritea'.••, WeatherSeal trowel -applied membrane Step flashing taped and sealed Kick -out flashing Kick -out and fascia taped and sealed Shingles Wall sheathing Max. Hecht 320' - 2 3/8" 40 51 45 — 68 5/4x12 FREEZEBOARD _DECORATIVE TRIM PER OWNER SPECS. 17771 E0_ FE 11111 _ � ■■■�iiiiiiiiii �_ �11111111111111 �� — '�11111111111111 = i11111111111111 ■now�� 11""IIIIIII ■ 111 � TI I�TI — 111�1 11T� 111 � TI 1�11— 111�1 11T� 111 � TI I�TI — 111�1 11T� 111 � TI I�TI — 111�1 11T� 111 2 KICKOUT FLASHING DETAIL 1/4"=1'-0" _j SOUTH �ELEVATION ELEVATION KEYNOTES KEY VALUE I KEYNOTE TEXT 39 40+ YEAR PRESIDENTIAL RANDOM CUT ARCHITECTURAL COMPOSITION ROOFING 40 STANDING SEAM METAL ROOFING. COLOR AND STYLE PER OWNER SPECIFICATIONS 41 CONTINUOUS ALUMINUM GUTTER ON 5/4x6 FASCIA 45 FASCIA: 1x4 ON 5/4x10 (TYPICAL AT GABLE ENDS) 49 8" EXPOSURE HORIZONTAL BEVEL CEMENT BOARD SIDING WHERE INDICATED 51 SHINGLE SIDING WHERE INDICATED 54 5/46 CEDAR OR WHITE WOOD TRIM PER BUILDER SPECIFICATIONS. 59 5/44 CORNER TRIM 60 SLIMLINE METAL CORNER TRIM. 61 2x10 BELLY BAND w/ METAL FLASHING 65 WINDOW WRAP: 5/44 (4) SIDES. PROVIDE HEAD FLASHING OVER ALL WINDOWS NOT UNDER EAVES AND/OR EXPOSED TO WEATHER. 68 DECORATIVE 4x KNEE BRACE 71 BOX FRAME POST BASE AND WHITE WOOD TRIMS o/ STRUCTURAL POST PER PLAN 72 STONE OR BRICK VENEER WHERE INDICATED 75 36" HIGH RAIL SYSTEM PER MANUF. OPENINGS PER CODE SUCH THAT A 4" SPHERE CANNOT PASS THROUGH 76 P.T. DECK POSTS, JOISTS AND BEAMS PER PLAN 80 TEMP. GLASS STORE DOOR 81 TEMP. GLASS SLIDING PATIO DOOR. 83 PROVIDE 6" MINIMUM EARTH/WOOD CONTACT 84 TEMP. GL. 85 LOCKING DEADBOLD AT ENTRY DOOR 86 CONCRETE LANDING AND STEPS PER I.R.C./I.B.C. 87 INSULATED STEEL OVERHEAD GARAGE DOOR. MAKE AND STYLE PER BUILDER/OWNER SPECIFICATIONS. 92 STONE VENEER PER MANUF. INSTALLATION SPECIFICATIONS o/P.T. PLYWOOD BOX FRAME AND FRAMING o/ P.T. POST PER PLANS. HANSEN SERIES 200/300 OR EQUIVELANT ARCHITECTURAL RAILING SYSTEM. CD Z FINISHED FLOOR WATER PROFFING - MAX OPENING SUCH PER BUILDER SPECS. THAT A 4" SPHERE CANNOT PASS THROUGH TRIM AND FASCIA PER BUILDER SPECS. - - 3/8"x4" SS LAG SCREW Typical Installation — Post load = 200# at 36" AFF — (TYP. 4 PER BRACKET) Top hole is 3" below finish floor Tup = [200#*(36"+ 7")/5"]/2 bolts = 860# tension DOUBLE 2x8 BLOCKING Tbot = [200#(36"+3")/5"]/2 bolts = 780# tension DECK FRAMING PER For protected installations the minimum embedment is: STRUCTURAL PLANS le = 860#/323#/in = 2.66" : +7/32" for tip = 2.88" For weather exposed installations the minimum embedment is: le = 860#/243#/in = 3.54" : +7/32" for tip = 3.76" 4" lag screws are acceptable for installation with 36" guard height on residential decks. Backing may be either built-up 2x lumber or solid beams. TOP MOUNT RAILING 3/4" = 1'-0" 0 10 N Max. Height 320'- 2 To of R 320' - 0" Average 295'-2; v i 1 /4" = 1'-0" 0 N 71 92 t —Top of Ridge320_? ' - `0- JO T FLOOR PLATE 310' - 3 1 1ST FLOOR 301' - 21 /8" EMENT PLATE 300' - 2 1 /8" FLOORAverag Grade AU = II 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 EAST ELEVATION U z N co co co z a E a �8 CL Y= m uI a 8, w ,� � -O O J 43) M Cfl z ooN` W �! @ O W to 0 H O U C GGGG .a H� N N J O. � O T�� (/7 N 3 y N� �• N C D 6-5 E o O J 0 N Cp O C t0 NO N �O L p N 20 8 . TL Nw C... N " C .0 N U c E ; oCc3_a"@iy� U J U O O�� V$Bupcp.0 oLU J H C N U N N W 0 U 00 01-1 Q LU o QIL Z LL. C0 L U LLJ U 3i Z Q W Z Q od _ LLm Z � Q m N co 0 0 y m 0 z PROJECT NO. 220705 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL PERMIT SET 1 SHEET NO. ES ep 26 CITY OF EDM DEVELOPMENT DEPARTM PRINT DATE 8/1/2022 6:01:26 PM IB )22 NDS RVICES IT ELEVATION KEYNOTES KEY VALUE KEYNOTE TEXT 39 40+ YEAR PRESIDENTIAL RANDOM CUT ARCHITECTURAL COMPOSITION ROOFING 40 STANDING SEAM METAL ROOFING. COLOR AND STYLE PER OWNER SPECIFICATIONS 41 CONTINUOUS ALUMINUM GUTTER ON 5/4x6 FASCIA 45 FASCIA: 1x4 ON 5/410 (TYPICAL AT GABLE ENDS) 49 8" EXPOSURE HORIZONTAL BEVEL CEMENT BOARD SIDING WHERE INDICATED 51 SHINGLE SIDING WHERE INDICATED 54 5/4x6 CEDAR OR WHITE WOOD TRIM PER BUILDER SPECIFICATIONS. 59 5/4x4 CORNER TRIM 60 SLIMLINE METAL CORNER TRIM. 61 2x10 BELLY BAND w/ METAL FLASHING 65 WINDOW WRAP: 5/44 (4) SIDES. PROVIDE HEAD FLASHING OVER ALL WINDOWS NOT UNDER EAVES AND/OR EXPOSED TO WEATHER. 68 DECORATIVE 4x KNEE BRACE 71 BOX FRAME POST BASE AND WHITE WOOD TRIMS o/ STRUCTURAL POST PER PLAN 72 STONE OR BRICK VENEER WHERE INDICATED 75 36" HIGH RAIL SYSTEM PER MANUF. OPENINGS PER CODE SUCH THAT A 4" SPHERE CANNOT PASS THROUGH P.T. DECK POSTS, JOISTS AND BEAMS PER PLAN TEMP. GLASS STORE DOOR 76 80 81 TEMP. GLASS SLIDING PATIO DOOR. 83 PROVIDE 6" MINIMUM EARTH/WOOD CONTACT 84 TEMP. GL. 85 LOCKING DEADBOLD AT ENTRY DOOR 86 CONCRETE LANDING AND STEPS PER I.R.C./I.B.C. 87 INSULATED STEEL OVERHEAD GARAGE DOOR. MAKE AND STYLE PER BUILDER/OWNER SPECIFICATIONS. 92 STONE VENEER PER MANUF. INSTALLATION SPECIFICATIONS o/P.T. PLYWOOD BOX FRAME AND FRAMING o/ P.T. POST PER PLANS. 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- dow drip cap if installed). Step 6: Integrate the WRB: Install house wrap shingle -fashion, integrated with the ! n apron, and seal house wrap at jambs and -- SILL FLASHING NOTE: head using sealant (beneath the house wrap) 1) INSTALL BENJAMIN OBDYKE or construction tape. HYDROCORNER SILL FLASHING OR EQUIV. @ ALL WINDOW SILL CORNERS 2) INSTALL BENJAMIN OBDYKE HYDROFLASHO GP SILL / PENETRATION FLASHING OR EQUIV. OVER CORNER SHIELD, AS EXTRA PREVENTION FOR LEAKS @ SILL CORNERS HEAD FLASHING NOTE: SEE NOTE �O O BELOW DRAWING FOR INSTALLATION 5 6 OF METAL HEAD FLASHING @ THIS AREA WEATHER RESISTIVE BARRIER HYDROGAP DRAINABLE HOUSEWRAP (BENJAMIN OBDYKE) W/ BENJAMIN OBDYKE HYDROFLASHO GP SILL / PENETRATION FLASHING AND BENJAMIN OBDYKE HYDROCORNER SILL FLASHING (APPROVED SUBSTITUTIONS OKAY) Housewrap, Rigid cap flashing Flashing tape over head trim 10, to 15* I slope -- - HEAD FLASHING NOTE: -Flashing AT WINDOW HEAD METAL DRIP tape FLASHING : INSTALL METAL HEAD overtop FLASHING @ WINDOWS & EXTERIOR fl ngeW DOORS PER THE DETAIL BELOW. Win. gap beneath siding Head trim Flashing tape over side window flange WINDOW FLASHING 1/4" = V-0" � Max. Height 2 3/8" -Rd ;�-3�20 0e 41 84 '' 30 27 25 24 26 N N N 51 39 1ST FLOOR PLATE /4" 77 0 60 49 13 OPTIONAL WINDOW WRAPS ON NORTH SIDE PER OWNER SPECIFCATIONS. 87 92 o � 1ST FLOOR BASEMENT PLATE 8AHAHA 1 rh Average Grade - 2 3/8" a 1 ll 1EELLLH —IF] A 1 ll BASEMENT FLOOR 7 292' -=6 1 /8"= NORTH ELEVATION 1 1/4" = 1'-0" HANDRAIL, GUARD AND BALUSTERS TO CONFORM TO I.R.C. OPENINGS SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH. 0 0 Of 0 Q w Z 10" MIN. 3/4" MIN; 1 1/4" MAX. NOSING 1/2" MIN. PLYWOOD RISERS RESIDENTIAL STAIRS TO BE MIN. 36" (CLR) WIDE. 1 1/4" DIA. MIN; 2" DIA. MAX. HANDRAIL w/ RETURNS TO WALL. TRIANGLE OF STEPS TO RAIL OPENING SPACED SUCH THAT A 6" SPHERE CANNOT PASS THRU. FIRE BLOCK BETWEEN STUD \ BAYS AT WALLS IN CONTACT WITH STRINGERS. TYPICAL STAIR DETAIL 3/4" = 1'-0" 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 WEST ELEVATION 1/4" = 1'-0" �a �a a a v 2x4 STUD WALL w/ STUDS @ 16" GRANULAR, FREE-DRAINING1O 7�D�� O.C. AND OFFSET 2" FROM CONCRETE MATERIAL WITHIN 12" OF WALL. WALL AND WITHIN 12" OF FINISHED GRADE �� a> R-21 FIBERGLASS BATT (AS EXISTING)<o INSULATION EXIST. FOUNDATION WALL EXISTNG DAMPROOFING �� ---- PRESSURE TREATED 2x4 PLATE SAW CUT EXISTING SLAB BACK �o��,��o��o TO ALLOW INSTALLATION OF PERIMETER INSULATION. (EXISTING CONDITIONS ONLY). RE -POUR 4 CONCRETE OVER INSULATION. ��00�00�00� d - ( L •d "4 n - a d ed v XX EXIST. SLAB 2" SAND ON COMPACTED �o�o 4b° a. • , ° 9 GRANULAR FILL - INSTALL 2" RIGID INSULATION UNDER BASEMENT SLAB PERIMETER. -- THERMAL BREAK. BASEMENT FOOR AT E XIST. WALL zi� Max. Hei ht 320' - 2 3/8" Fop of Ridge 320' - 0" -OR PLATE 310' - 3 1 /4" 1ST FLOOR ENT PLATE 300' - 2 1 /8" V Z N 00 >- 00 00 Z a E a �8 CL W � N O J 2M co (6 2 Z ooN` W �! .@ xE 0 a, W to O H E O U C UJ O 00 01-1 z LU o LL z Q LL O I) 1.0 LLJ � V 3i Z LLB Q/ Z Q o _ LLm Z r— Q N m04 m N o � � 3 E a) cU a aD a Q PROJECT NO. 220705 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL PERMIT SET 2 SHEET NO. RES ep 26 CITY OF EDM DEVELOPMENT DEPARTM PRINT DATE 9/17/2022 9:12:46 AM IB J22 NDS RVICES IT 4'� 3D View 3 5� 3D View 4 B C SEE SHEET A6 FOR WINDOW, DOOR AND KEYNOTE SCHEDULES D) ( E ) ( F ) (G 10' - 6 3/8" 13' - 7 7/8" 11' - 6" � 5' - 3 5/8" I - REMOVE PORTION OF EXISTING FOUNDATION WHERE CRACKED. A$ INSTALL NEW WALL PER STRUCTURAL PLANS. I 2_1 SOCFM — — -- I 17 • • • N — I Lu — — — — — — — — — -- — — — — — � — -- I 0 N V.T.O. 2'-10" LID D5 BED OOM SUITEao— r III II I II IIII I _ BATH #3 2'-4" — I`JI_r "' D3 4'-0" 20'-81/4" a 10 17 G I E WASH'R DRY'R D10 - �i �r W.I.C. so cFM 2x6 WALL 4x6 POST BE ROOM 4 9' - 10 1/2" FROM TRUSS If V.T.O. OO O r 9 — a) — — — — — C.O. S.D. — ABOVE - — — LAUNDRY 3'-03/4" 11'-01/2" w D2 D9 z + 08 Ofm A (3 s. . HANDRAIL SPACE D6 PANTRY FOUNDATION WALL I r I I I I I I I � �- (SEE STRUCTURAL PLAN) - a, UP CABINET I I I I I I Q7 a, SAW CUT SLAB BACK AS N r NEEDED TO INSTALL 2' �O °° BOOKCASE C.O. S.D.OF NEW R 10 RIGID it II r INSULATIO SWING DOOR OR GRIND DOWN SLABA�C�IIE ° D11 D.W. M AND INSTALL NEW R7.5 _ I I I I II II II I � BATH #4 3X61SLAND O r INSULATION. SEE DETAIL 5/A4 a ili ii o r I I I �- - - - 27 Zo N 2 2'-0" T-47/8•(7 _ I Eo WALL LEGEND NEW WALLS EXISTING WALLS TO REMAIN — — — — — — WALLS AND STRUCTURES TO BE REMOVED d? a 2X4 FURRED OUT WALL w/ R-21 BATT INSULATION _ � I a 3'-3" T-0" 09� p III I I II - GAS FIREPLACE I 19 6 CABINET/SHELVES I RECREATIO ROOM � I I I I I I 24' - 2 1 /4" BASEMENT FLOOR 1/4" = 1'-0" 6'-2" (EXISTING) U 3 1 /4" 11' - 6" Imp H J K - - PERIMETER RIGID INSULATION AT NEW FOUNDATION AREAS PER SECTON 1/A8 1 � � I - DUCTLESS HEAT REGISTERS PER MECHANICAL CONTRACTOR SPECIFCATIONS. 2 !2-0 A3 ib M I 2-0 I +I 4 _ i � FAN TIMER CONTROLS �I I � 'v + i I PATIO V Z N 00 >- 00 00 Z a E a �8 CL Y= m uI a 0w ,� � O J 2m� co (6 Z co N` W �! .ru Oa) W to O W n H E O U C GGGG .a �m=A.0��o O T Z E � �cmQ.- d O N J O N d p Op O— N O D Nt+ oy ii (� U w C .-. a W ON C N .n L` l0 U S E 1pn a E d N O E- d c N O W U O w U w pp�. U O o c c 3` m N UJJH C l0 U N�OU Lu Zax O 00 O1-1 z Q Lu o LL. Z Q LL. C0 L u L1J � V 3i z w Q > Z Q od _ Z Q � Q N +) co N (N N a7 I) cnC x a) 70 C c o � � cf) iu C o C_ m •` E m co 0 Z N PROJECT NO. 220705 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL PERMIT SET 2 SHEET NO. ES ep 26 CITY OF EDM DEVELOPMENT DEPARTM PRINT DATE 9/17/2022 9:19:56 AM IB )22 NDS RVICES IT F__1A DOOR SCHEDULE SYM. NO. WIDTH HEIGHT DOOR TYPE COMMENTS BASEMENT FLOOR D1 11' -11" 6' - 8" Door_4-Panel_Stacking_Patio Door (U=0.28) TEMP. GLASS D2 2'- 4" 6'-8" SINGLE PANEL D3 2'- 6" 6'-8" SINGLE PANEL D4 3' - 0" 6'- 8" SINGLE STORE DOOR (TEMP.) (U=028) TEMP. GLASS D5 2' - 6" 6'- 8" SINGLE PANEL D6 2'- 6" 6'- 8" SINGLE PANEL D7 2'- 6" 6'- 8" SINGLE PANEL D8 2'- 8" 6'-8" SINGLE PANEL D9 2'- 6" 6'-8" SINGLE PANEL D10 2'- 6" 6'-8" SINGLE PANEL D11 13'- 0" 16'-8" SINGLE PANEL 1 ST FLOOR D12 16' - 0" 8' - 0" OVERHEAD GARAGE DOOR INSULATED STEEL DOOR D13 3'-6" 8' - 0" SINGLE ENTRY - CONTEMPORARY (TEMP.) (U=0.28) TEMP. GLASS D14 2'- 8" 8'-0" SINGLE PANEL D15 2'- 8" 8' - 0" SINGLE PANEL D16 8'- 0" 8' - 0" OVERHEAD GARAGE DOOR INSULATED STEEL DOOR D17 2'- 8" 8'-0" SINGLE PANEL D18 5'- 0" 8'- 0" BI-PASS CLOSET DOOR D19 6'- 0" 8' - 0" DOUBLE GLASS (TEMP.) (U=0.28) TEMP. GLASS D21 2'- 8" 8'-0" SINGLE POCKET D22 2'- 6" 8'- 0" SINGLE POCKET D23 2'- 6" 8'-0" SINGLE PANEL D24 12' - 0" 8' - 0" Door-NanaWall-WD-66 (U=0.28) TEMP. GLASS D25 4'- 0" 8' - 0" BI-PASS CLOSET DOOR D26 6'- 0" 8' - 0" BI-PASS CLOSET DOOR D27 2' - 8" 8' - 0" SINGLE PANEL 1 3/8" SOLID CORE w/ SELF CLOSING MECH. D29 2' - 8" 6' - 8" SINGLE ENTRY EXTERIOR DOOR AT DECK FENCE GRID 1 Ad WINDOW SCHEDULE SYM. NO. WIDTH HEIGHT AREA WINDOW TYPE U-VALUE COMMENTS BASEMENT FLOOR 1 6' - 0" 4' - 6" 27 SF SLIDER 0.28 EGRESS 2 6' - 0" 4' - 0" 24 SF SLIDER 0.28 3 2' - 0" 3' - 0" 6 SF SINGLE HUNG 0.28 4 2'-0" 3'- 0" 6 SF SINGLE HUNG 0.28 TEMP. GLASS 5 6' - 0" 4' - 6" 27 SF SLIDER 0.28 EGRESS 1 ST FLOOR 6 7' - 0" 5' - 0" 35 SF DOUBLE SLIDER 0.28 7 10' - 0" 5' - 0" 50 SF DOUBLE SLIDER 0.28 8 4' - 0" 6' - 0" 24 SF PICTURE (FIXED) 0.28 9 4' - 0" 6' - 0" 24 SF PICTURE (FIXED) 0.28 10 4' - 0" 6' - 0" 24 SF PICTURE (FIXED) 0.28 11 9' - 0" 6' - 0" 54 SF DOUBLE SLIDER 0.28 EGRESS. SEE ELEV. FOR GRIDS 13 5' - 0" 5' - 0" 25 SF SLIDER 0.28 EGRESS 14 4'- 0" 2'- 0" 8 SF PICTURE (FIXED) 0.28 15 4' - 0" 2' - 0" 8 SF PICTURE (FIXED) 0.28 16 4' - 0" 2' - 0" 8 SF PICTURE (FIXED) 0.28 1 ST FLOOR PLATE 18 2' - 0" 1' - 3" 3 SF PICTURE (FIXED) 0.28 19 2' - 0" 1' - 3" 3 SF PICTURE (FIXED) 0.28 20 2'- 0" 1'- 3" 3 SF PICTURE (FIXED) 0.28 24 2' - 0" 3'- 0" 6 SF SKYLIGHT 0.50 TEMP. GL. SKYLIGHT 25 2' - 0" 3'- 0" 6 SF SKYLIGHT 0.50 TEMP. GL. SKYLIGHT 26 4' - 0" 4' - 0" 16 SF SKYLIGHT 0.50 TEMP. GL. SKYLIGHT 27 T - 0" V - 6" 5 SF PICTURE (FIXED) 0.28 28 2' - 0" 3'- 0" 6 SF SKYLIGHT 0.50 TEMP. GL. SKYLIGHT 29 2' - 0" 3'- 0" 6 SF SKYLIGHT 0.50 TEMP. GL. SKYLIGHT 30 3'- 0" 1'- 6" 5 SF PICTURE (FIXED) 0.28 31 3'- 0" 1'- 6" 5 SF PICTURE (FIXED) 0.28 Grand total 411 SF 01 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) 02 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) 03 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) 04 COOKING APPLIANCES: HOUSHOLD COOKING APPLIANCES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH MAN UF. 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) 05 CRAWLSPACE OPENING: MIN. 18"x24" THROUGH THE FLOOR OR MIN. 16"x24" THROUGH THE PERIMETER WALL. (R408.4) 06 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) 07 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 ALIGHT 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 08 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) 09 DIRECT VENT ZERO CLEARANCE GAS FIREPLACE SHALL BE INSTALLED PER MANUFACTURER SPECS. AND IN STRICT ACCORDANCE W/ LOCAL BUILDING CODES. MUST BE U.L. LISTED. (M1303/ G2427.2.1) 10 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) 11 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. 12 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. 14 ATTIC ACCESS: MIN. 22"X30" AND REQUIRED AT AREAS GREATER THAN 30 SQ. FT. AND VERTICAL HEIGHT OF 30" OR GREATER. (R807.1) SEE M1305.1.3 FOR ADDITIONAL REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTIC. CLOSET ROD w/ VINYL COATED WIRE SHELF CLOSET SHELVING AND DRAWER ORGANIZERS PER BUILDER SPECS. 17 18 19 TEMP. GLASS DOOR 21 TUB/SHOWER: ONE PIECE ACRYLIC OR FIBERGLASS WITH CURTAIN OR TEMP. GLASS DOOR PER OWNER SPECS. 23 FIBERGLASS SHOWER PAN OR EQUIV. w/ TILE SURROUND AND TEMP. GLASS SHOWER DOOR. 26 TEMPERED GLASS SHOWER DOOR AND ENCLOSURE. 27 1/2" GWB UNDER STAIRWAY IN ENCLOSED SPACES. 28 HYDROBLOK OR EQUIV. SHOWER PAN w/ TILE SURROUND. PROVIDE TEMP. GLASS DOOR AND ENCLOSURE. CENTER OR CONCEALED FLOOR DRAIN PER BUILDER/OWNER SPECS. 6 - N cV 5 - - 0 0 - 5 1/2" 1, 8' - 0" 0 E F G H J K 1 A9 47' - 2 1/4" - 4 1 /2" 10'- 2 1/2" 15' - 7 1 /4" 13' - 0" 3'- 0" T - 0" 3'-6" ooe -- DUCTLESS HEAT 1 PUMP SYSTEM. - - SOAKING TUB AH 6' - 0" IN 22" HIGH DECK 2030 TEMP. GLASS 13 28 SKYLIGHT > 12'-3" 4 1 /2" Enr - 1 4040 TEMP. GLASS �T) I SKYLIGHT 26 % 80CFM 4' 11 1/2" `° PRIMARY SUIITE O BATH.-_ i V.T.O. BEDROOM 2 LINEN C BIINTET 18 VAULTED S ISSOR TRUSS N 17 1 � in 11 I 1 1 D18 D22 - - - - - - - - - - - - 05 eo SHIP'S LADDER D25 7I �TO LOFT _ 8'-83/4"0 4'-0" 4' 3" 4'-0" o S.D. C.O. O GARAGE o3 I O D15 D17 S.D. 18 __ ---- D21 S.D. p26 �- __==_�I 09 AS FIREPLACE BUILT I DRESSERS 3'- 7 3/4" �I - DUCTLESS HEAT LOFT AREA o REGISTERS PER O N MECHANICAL ABOVE_ - N - - CONTRACTOR - HEAT C _ SPECIFCATIONS. ELECTRIC VEHICLE ALARM/SENSOR - Lo ------ CHARGING 1 ==ff �I � CHARGING STATION STEP 0 M %D27�®0 150 CFM HOLE HOUSE FAN 09 (V.T.O.) - - - - - - - r 9 - I I I I I I I II I I x ® 1 1 (2) 2030 TE P. GLASS DESIGNATED 1 i` 1 0 1 1 SKYLIGHT I E.V. PARKING _ 14 ' 1 I 1 3' - 2 3/8" 5'- 3 1/2" 3'- 2 3/8" 1 CV �---� �- --J I I IL I I C I I I SPACE LAU DRY WASH'R A2 t co 80 CFM O 1 I HANDRAILI 07 GREAT ROOM 8 V.T.O. N I I I I I I 'I, DRYER c? Df 4 1 10 r - - - - - - - - - - - - - - - - - - - D23 A4 NJ I I 10 03 36" HIGH GUARDRAIL 19 C., 06 04 '-01/2" - 10'-0" 24 ENTRY END CB. 1 Lu wQ 1 iv OFFICE/DESK Of 12' - 0"11-4 3/4"' �- - v M M - - /4'-41/2"5tOt - - oe 116'- 0" 1' 9" 1 1 OPEN SHELF 02 11 11 1 /2" 4' - 6 1 /2 T - 2 1/2" c I t - 9' - 6" 1' - 5 1 /4" 04 COVERED PORCH 1 DECK �� ® WATERPROOF 1 02 Ilmili�i1 1 1 7 MEMBRANE DECKING 1111111111I SURFACE WITH MIN. �11111 DINING R 0 11 uluu 11 `' ROOM D.W. 1/4" SLOPE. SEE 10 Wlllllul KIT H EN M o CROSS SECTION AND L--J DETAILS. DBL.OVENS co 1 I -ocm- 1 O in FULL HEIGHT CABINET 04 D19 OPEN SHELF CV ' 1 / 5'- 2 3/4" 1 XX 9, 00 ---- -- 1 A9 02 19'-6" 23'-6" B C STATE XPX66 b DHPTNE ELEC. r, HEAT PUMP WATER SYSTEM. (2.0 CU) r T-6" 15'.- 0" C VE EC DECK D29 14'- 10" 7'-6" .11 FENCE SCREENING - SEE ELEVATIONS. I DECK ></ WATERPROOF MEMBRANE DECKING SURFACE WITH MIN. 1/4" SLOPE. SEE CROSS SECTION AND DETAILS. - 8 1/4" 1ST FLOOR 1/4" = 1'-0" 0 6'-0" 0 v 10 V Z N co co co Z a E a �8 u w a v O J �, �0"@ co 6 2 Z ooN` W �! .ru o°' W to O O U C G F •a a� oo 3 f1 3 y N �• N C oZ�=aTm�gLv°�iUoa�EiaaD o�`oam.o mo J 0 N c c o C tp 6 �O :at, - N a o U' O Z 2 U TL O tU w C ... Q N C N.n L.c 2 U- EN '3 8 0 L� V o$ � pcp,o Eo o c a a y U J J F_ H Za� '�@ iud�o=E-4) uj 1-0 O O1-1 z Q Lu > o Q LL. z LL. C0 o 1.0 >- LLJ V 3i Z Q W Z Q od _ LLm Z � Q m N io 0 c 0 y 0 z PROJECT NO. 220705 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL PERMIT SET 1 SHEET NO. ES ep 26 CITY OF EDM DEVELOPMENT DEPARTM PRINT DATE 8/1/2022 6:03:07 PM IB )22 NDS RVICES IT IV W O') -4 D 00 (0 O � -1m rD OK 0> Z r- C/) WOD =pz O TI 0 *zz 1' - 4" z c) G) D ;0 - O ------------ -n - O --------------------------- 1 /2" / 12" - ---- ----- ----- --- - F_ - ---------- --------------------- -T. r----------+---------- ----------+------------i --- -------------, - �; pr I I I I I I I I I I I I I I I I ---- —----------- -CO) --- --- -- -- 1'-4.1 0 D <O - 00M� TI 0 z z - r-------- °zcOi))F ----- ' ��0 Gz)m00 rw m„; 1 C/) F D � r D c � � o j '>I oCzz mDp� r cri) o ----1--------I-- -- - - - - - - - - - -- --_- ---_--------_ _____ _ 0 - ---J Om LIM > m0 ------ -----m Cn O ;U Cn OU) m O 4 1 /2" / 12" _ W a U) 1 /2" / 12" m O M IIIIIIIIIIIIIIIII� --------------—__ - -- - - - - - -- I I I I I I I I I 4 1 /2" / 12'"'4 1 /2" / 12" L 4 1 /2" / 12" 4 1 /2" / 12" -------------- ______I----------------------------------------- ___] r�0 0m3 < C: �Onnm D> z Z '-' r O �0 > Oz0 x U Cn c Cn fn 0 0 0 � = x z m 9mG� U) O l nom 00 ic 00 O CO) rQ d7 O Ca j r m o CD m 0 m Q° O 00 r r �Zm COJt 3�0 �� DUFFY RESIDENCE BRIAN & NANCY DUFFY 23511 74TH AVE. W. EDMONDS, WA 98026 COPYRIGHT 2020 THE LEREN COMPANY INC. LIMIT OF LIABILITY NOTICE... Adoption of these plans to meet specific State, -, IIItt i11�1i local codes, regulations, and specific site conditions is the the Owner - - responsibility of and/or Contractor. The Leren_ Company Inc. or it's employees Shall not be held responsible for any damages 1!1� THE L E R E N COMPANY INC. relating to the accuracy and overall integrity of these plans. The Owner and/or Contractor must inspect all dimensions and details in these plans for PO BOX 12863 MILL CREEK, WA 98082 errors or omissions prior to 206.954.4145 PH construction. email: info@lerendesign.com lerendesign.com 1 2 3 4 12'-0" 2'-9Y4" 2'-2Y4° © 1ST PLATE EC NOTE: ALL DECKING MATERIAL SHALL CONFORM w/ I.R.C. & LOCAL CODES. NAIL ALL DECKING OR SHEATHING TO JOISTS w/ RING SHANKED HOT DIPPED GALV. NAILS. ALL RAILING AND PANEL SYSTEMS INSTALLED PER IRC AND MFG. SPECS. TO MEET MIN. 200# POINT LOAD. ALL OPENINGS SHALL BE NO GREATER THAN TO ALLOW A 4" SPHERE TO PASS THROUGH. Y I I U w 0 CD zL I V 1ST ILO R t1 BASEMENT PL T BASEMENT FL00 I I I I I I I I I I I I I — I — I 16'-2Y4" I I COVERED DE I I I I I I I 11 ��I ��lvj� I I I I I I I I 5 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 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 I I I I I I I I I I I I I 7 8 p 10 15'-7" 15'-11%" I I I oo I I I 12 12 4.5F-7 14.5 I I I I I I I I ATTIC I I I I I I I I I I I R-49 BATT OR BLOWN INSULATION I I I 1 I I I I R-21 BATBATI ION I I I I I I I I I I I I i I I I GREAT ROOM PRIMARY SUITE 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 %" YPSUM CEILING BOARD I I I i I I I I BATH HALL BEDROOM 4 W.I.C. I I I I I I I I I I I I I I i I I I I I 4° 1 BUILDING SECTION. A8 SCALE: ,a ., o 11 I I I I I I ROOFING PER ELEVATIONS o/ 30# FELT OVER %6"APA RATED 24/16 SHEATHING ON MANUF. TRUSSES PER PLAN I MFG TRUSSES 1 1" AIR SPACE w/ CARDBOARD BAFFLE. EXTEND 24" ABOVE INSULATION I RIPPED BLOCKS w/ (3) 2" dia. HOLES OR (3) 1" "V" NOTCH w/ WIRE SCREEN BETWEEN EACH FRAMING MEMBER CONT. ALUM. GUTTER ON FASCIA BOARD PER ELEVATIONS SOFFIT PER ELEVATIONS FRAMING MEMBER ATTACHED TO TOP PLATES PER STRUCTURAL (2) 2x6 TOP PLATES STAGGER JOINT MIN. 48"O.C. R-38 HIGH DENSITY BATT INSUL. (HEATED AREAS ONLY) %" GYPSUM CEILING BOARD %" GYPSUM WALL BOARD w/APPROVED P.V.A. VAPOR RETARDER 2x6 STUDS @16" O.C. (U.N.O. IN STRUCTURAL) EXTERIOR FINISH PER ELEVATION o/ 15# BUILDING PAPER OR APPROVED AIR INFILTRATION BARRIER o/ SHEATHING PER STRUCTURALPLANS. R-21 BATT INSULATION 3/4" T&G PLY OR EQUIV. SUB -FLOOR GLUED & NAILED TO FLOOR JOISTS PER STRUCTURAL. CAULKING/ SEALANT BEAD AT FLOOR PERIMETER 2x6 BASE PLATE RIM JOIST PER STRUCTURAL I R-21 BATT INSULATION AT RIM (2) 2x6 TOP PLATES I I STAGGER JOINT MIN. 48"O.C. Y2' GYPSUM WALL BOARD w/APPROVED P.V.A. VAPOR RETARDER 2x6 STUDS @16" O.C. (U.N.O. IN STRUCTURAL) EXTERIOR FINISH PER ELEVATION o/ 15# BUILDING PAPER OR APPROVED AIR INFILTRATION BARRIER o/ SHEATHING PER STRUCTURALPLANS. R-21 BATT INSULATION I 4" CONC. SLAB o/ 2" RIGID PERIMETER INSUL. w/ THERMAL BRAKE i o/ COMPACTED GRANULAR FILL CAULKING/ SEALANT BEAD AT FLOOR PERIMETER P.T. 2x6 BASE PLATE w/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE. z — ° 4" TIGHTLINE DRAIN WHERE REQ'D z FOUNDATION WALL SIZE AND REINFORCING PER STRUCTURAL PLANS °I 4 ° < 4" PERF. FT'G DRAIN.WRAP IN FILTER FABRIC w/ GRAVEL OVER. FOOTING SIZE AND REINFORCING I PER STRUCTURAL PLANS. U z — N C) co z >Q CL Q > U Y 2 0 WI a 'a, wLr) v a O C J V N U ��o zco N Lu co Im o aa) W m ..1 o W H E O .N W ACA, W ^L, W N N a c c w o r @ @ a @ o O T C N Z U C 0- o U � g , o_ d po y- � U E � cp o IL W¢ y y U N O) N y 0 oWW °w�o3a�i >.ti o�c3a:6po UJoo��=o.so.=_=0 �N 0� p H m W Q co Z � Q LL LL. Z O LJJ � w V z W Q/ Z LLM 06 Q � N a> a ❑ CL N a> C Z PROJECT NO. 220705 DESIGNED BY TL DRAWN BY TL & RIM CHECKED BY TL SHEET: A8Sep RES 26 CITY OF EDM DEVELOPMENT DEPARTM PRINT DATE 8/1/2022 6:06 PM JB 022 )NDS RVICES VT 4 5 6 7 8 9 10 11 16'-2%4" 31'-6 4' I I I I I I I I I I I I I I I I 12 4.51... SPRAYTITE OR EQUIV. CLOSED CELL INSULATION (R-6.9 PER 1"@5.5" = R=38) 12 � 12.5 RAFTERS PER PLAN / < HEADER PER STRUCTURAL I I I I \ I 2" RIGID R-10 INSULATION IINSTALLED IN CAVITY BETWEEN HEADER & INTERIOR I G.W.B. I I ATTIC - \ LOFT 4"x_"L" METAL FLASHING INSTALLED UNDER BARRIER I � I I I I I I I I O R-21 BATT INSULATION 3/4" T&G PLY OR EQUIV. SU -FLOOR GLUED & NAILED TO 12 I I FLOOR JOISTS PER STRUC URAL . M 14.5I I AI TTIC I i I i 1ST PLATE _ All I — — — — GUARDRAIL I I I I I I i I I I I I I I I I I I I I I I I PORCH I ENTRY LAUNDRY BATH BEDROOM 2 I I I I I I I i i I I I I I I i I I I I I 1ST FLOOR BASEMENT PLATE I- Z J a II R-38 BATT INSILATION e 11 CO y cL CRAI SPACE Z ,a a i 6 MIL BLACK V.B. 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 (J- BUILDING SECTION A (� SCALE: 1 /2" = 1'-0" V z — N C) co z Q Q o � U CL 1' 2 rn way 'liuf�v OJ J V Lo fM 0 w z ooN� W CV oQ W m J O a W H W o 011 z Q W Q I.L. z O — Q Q Lu U �i z L6 Q > z Q LLM 06 _ Z Q ('7 m N (D 0 0 ;i N m 0 C Z PROJECT NO. 220705 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL SHEET: A9Sep RES 26 CITY OF EDM DEVELOPMENT DEPARTM PRINT DATE 8/1/2022 6:06 PM JB 022 )NDS RVICES VT GENERAL NOTES All design and construction shall conform to the requirements of the International Building Code 2015 Edition. 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. 7 L = 40 PSF (Residential) = 60 PSF (Balcony) 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 7-10 Ch. 28 (Envelope Procedure) with the following factors: Exposure Category = B Iw = 1.0 Velocity (3 sec) =110 mph (ult) Kzt = 1.0 Design wind pressured for determining forces on components and cladding are determined in accordance with ASCE 7-10 Chapter 30. SEISMIC LOADS: Seismic loads are based on the Equivalent Lateral Force Procedure in ASCE 7-10 Section 12.8 with the following factors: Risk Category = II Ss = 1.26 Site Class = D S1 = 0.493 Design Category = D SIDS = 0.842 R = 6.5 (wood shear wall) SD1 = 0.495 Ie = 1.0 Cs = 0.130 (ult.) FOUNDATIONS 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. Prior to construction, the contractor shall verify the Bearing Ground has minimum allowable bearing pressure = 2000 psf. 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(psi) 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 7/16" 32/16 C-D INT APA with Exterior Glue (CDX) Roof Shtg 15/32" 32/16 C-D INT APA with Exterior Glue (CDX) Sub Floor Shtg 3/4" 48/24 T&G C-D INT APA 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: Symbol Species Fb E GLB 24F-V4 DF/DF 2400/1850 psi 1,800,000 psi GLB 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 Fb E PSL 2900 psi 2,000,000 psi LVL 2600 psi 2,000,000 psi LSL 1700 psi 1,300,000 psi Versa -Lam (1%4-2%$") 2800 psi 2,000,000 psi VersalLam (3%" & wider) 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 18 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. Floor trusses shall be design for maximum live load deflection = 1/2" and minimum live load deflection ratio = L/480. 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 provided 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 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. STRUCTURAL NOTES SEE 3/S1 FOR ALTERNATE AT HUNG JOISTS SHEAR WALL PER PLAN WOOD FRAMING PER PLAN VARIES. SEE 20/S7 FOR CONNECTIONS AND FRAMING NOT SHOWN PT SILL PLATE w/ ANCHOR BOLTS AND WASHERS PER SHEAR WALL SCHEDULE. MINIMUM ANCHOR BOLT EMBEDMENT = 7". #4 HORIZ. AT 12" o.c. AND (2) AT 8" THICK WALL Xx,l UNLESS NOTED TOP OF WALL OTHERWISE 14 #4 VERT. DOWELS AT 24" o.c. Q Z ALTERNATE HOOK AT BASE 22 00 PERF. FTG. DRAIN (NOT FOOTING PER PLAN AT'SIM') vc� 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 1 4 #4 M, RE NEW 0 w Q Z J Q LL J Y �mQ 'tZm urtvr rUU i irvu rarvv BACKFILL AS NEEDED. TYPICAL FOOTING STEP 1 7 NG FOUNDATION SECTION 10 PT SILL PLATE w/ ANCHOR BOLTS AND WASHERS PER SHEAR WALL SCHEDULE. MINIMUM ANCHOR BOLT EMBEDMENT = 7". #4 HORIZ. AT 12" o.c. AND (2) AT TOP OF WALL #4 VERT. DOWELS AT 24" o.c. ALTERNATE HOOK AT BASE FOOTING PER PLAN TYPICAL CONCRETE FOUNDATION AT SLAB 1 2 (3) #4 VERT. DOWELS FOOTING PER PLAN TYPICAL EXTERIOR ISOLATED FOOTING 1 5 EMBED ALL NEW STEM WALL AND FOOTING REBAR INTO EXISTING FOUNDATION. DRILL AND EPDXY 4" MIN. EXISTING STEM WALL / �i� EXISTING f FOOTING 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 1 $ STUD WALL PER PLAN #4 x48" AT 24" o.c. AT MID -DEPTH OF SLAB MU U 2x PT SILL PLATE WITH %"o ANCHOR BOLTS AT 48" o.c. SLAB -ON -GRADE PER PLAN THICKENED SLAB FOOTING PER PLAN SECTION 11 SHEAR WALL PER PLAN EDGE NAILING SLAB ON GRADE PER PLAN FLOOR BOUNDARY NAILING PER DIAPHRAGM SCHEDULE 2x PT SILL PLATE RIPPED TO MATCH CONC. WALL WIDTH w/ BOLTS PER SHEAR WALL SCHEDULE FLOOR JOISTS PER PLAN, JOIST BLOCKING AT 48" o.c. WHERE JOISTS ARE PARALLEL TO WALL. HANGER PER PLAN PROVIDE VAPOR BARRIER BETWEEN JOIST AND CONCRETE WALL FOUNDATION PER PLAN. SEE DETAIL 1/S1 UNLESS NOTED OTHERWISE HUNG JOISTS AT TYPICAL STEM WALL I $ HOLD-DOWN ANCHOR SCHEDULE HOLD-DOWN ANCHOR IN CONC. STEM WALL ANCHOR IN THICKENED SLAB EPDXY ANCHOR IN EXISTING FOUNDATION FLOOR TO FLOOR ANCHOR' HDU4 SB % x 24 PAB5 x 6" EMBED %" DIA. x8" EMBED %" DIA. HDU5 SB % x 24 PAB5 x 6" EMBED %" DIA. x12" EMBED %" DIA. HDU8 SB Y 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 SHALL ONLY BE USED WHERE INDICATED SQUASH BLKG ON THE FOUNDATION MATCH POST SIZI PLAN ANCHOR PER SCHEDULE ADD #4 x 48" AT EACH ANCH TYPICAL HDU HOLD-DOWN ANCHORS 16 FULL HEIGHT 6x6 POST PER PLAN PER PLAN -_4 ST PER PLAN. TO 6x6 POST IS 1 SECTION 1 9 44 POST PER PLAN. ATTACH TO 6x6 WITH SIMPSON SDS25600 6" FROM TOP AND BOTTOM AND AT 18" o.c. (2) #3 TIES (4) #4 VERT. DOWELS FOOTING PER PLAN SECTION 112 Ross Engineering Design Inc ryan.ross@rossengineer.com 8.1.2022 yp,N N. Ro OF WASHiti S' 0 J B# 1 18 46411 _1STER�� SS�ONAL ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN UJ N U 0 00 CT Q Z LU o Q � � Z CO IO LJJ � U w Z Q W >M Z Q 06 Z C`7 Q IcaCV a� M 0 c 0 Q. .L m 0 6 z FILE/ NO. 21018 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: Y OFUB p 26 2022 JITES EDMONDS DEVELOPMENT SERVICE DEPARTMENT PRINT DATE 7 / 28 / 2022 -------------------------_______________________________ _- --------�•-----------------------fir------------------- � it I� LJ I II I; u L0 --- In �Iloejs ypUs EXTERIOR WALLS NOT MARKED SHALL BE swi HOLDDOWNS CALLED OUT ARE LOCATED AT BASE OF SHEAR WALLS. SEE SHEET S1 FOR HDU ANCHOR SCHEDULE AND SHEET S7 FOR SHEAR WALL SCHEDULE J LOWER FLOOR SHEARWALLS SCALE: 1/8" = 1'-0" EXTEND INSIDE FACE SHTG. CONT. THRU CORNER. NOTCH AT TOP AND BOTTOM PLATES. LJ I C `ogc ____ _J u r-- II I� -----------, ,---n----- GO�� 3 SW2 SW2 ��G�g6 'Li 'Li STCA8B3 EXTERIOR WALLS NOT MARKED SHALL BE swi HOLDDOWNS CALLED OUT ARE LOCATED AT BASE OF SHEAR WALLS. SEE SHEET S1 FOR HDU a ANCHOR SCHEDULE AND SHEET S7 FOR SHEAR WALL SCHEDULE Co n MAIN FLOOR SHEARWALLS SCALE: 1/8" = 1'-0" Ross Engineering Design Inc ryan. ross@rossengineer.com 8.1.2022 yp,N N. Ro pF WgSyS J B# 1 18 46411 ss�/STER��G�� 0NAL ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN W o 00 Q z LU >- 0 LL.0 � z O - Q LJJ � V w z �i Q/ L6 z od Z `M c Qm CV ❑ 0 a a� VL� PROJECT NO. 220705 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: S2RES Sep 26 CITY OF EDM DEVELOPMENT DEPARTM PRINT DATE 8/1/2022 2:13 PM JB 022 )NDS RVICES VT 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 HOLDOWNS 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 & HOLDOWN 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) PROVIDE 1 SQ. FT. OF VENTILATION FOR EVERY 300 SQ. FT. OF CRAWLSPACE. FOUNDATION VENTS SHALL BE EXTRUDED, LOAD BEARING 16"x8" VENTS. PROVIDE A MINIMUM OF (1) FOUNDATION VENT WITHIN T-0", BUT NOT WITHIN THE FIRST 1'-0" OF EACH CORNER OF CRAWLSPACE. ASSUMED VENTS ARE MIN. 15.5"x6" AND HAVE A NET FREE VENTILATION AREA OF .48 SQ. FT. FOUNDATION VENT CALCULATIONS CRAWLSPACE AREA 231 SQ FT NET VENTILATION AREA / 300 SQ FT 0.77 NET AREA NUMBER OF VENTS REQ'D NET AREA / 0.48 2 OPTIONAL POWER VENT CRAWLSPACE HEIGHT 3 46.2 CFM N N NOTE ! ALL FOUNDATION WALLS TO BE 8" UNLESS CALLED OUT OTHERWISE. LEGEND STEM WALL — FOOTING CONCRETE SLAB WALLS/ FIXTURES OVER EXISTING 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 F-03 *24"x24"x8" (2) #4 EA. WAY F-04 *30"x30"x8" (3) #4 EA. WAY F-05 '36"x36"x8" (3) #4 EA. WAY F-06 "42"x42"x8" (4) #4 EA. WAY F-07 30"xW'W" (3) #4 EA. WAY F-08 `36"x24"x8" (3) #4 EA. WAY F-09 `30"x12"x8" (2) #4 LONG WAY (3) #4 SHORT WAY F-10 NOT USED F-11 '20"x%'W" (2) #4 EA. WAY F-12 16"x8" CON'T. (2) #4 CON'T. NOTE: 'EXTERIOR FOOTINGS SHALL BE MIN. 18" BELOW GRADE AND REST ON BEARING SOIL. FOUNDATION PLAN SCALE: 1 /4" = 1'-0" Ross Engineering Design Inc ryan. ross@rossengineer.com 8.1.2022 yPNN.Ro pF WASHi,�, J' 0 J B# 1 18 46411 'PfGISTERt� NM_ ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN W o 00 Q z LU >- 0 Q LL Z 0 — Q LJJ � V w z � Q/ Lu Z od � N Q a ❑ c 0 N a> 6 Z PROJECT NO. 220705 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: S3RES Sep 26 CITY OF EDM DEVELOPMENT DEPARTM PRINT DATE 8/1/2022 2:13 PM JB 022 )NDS RVICES VT BEAM SCHEDULE SYM. BEAM BM-01 48 DF#2 OR BETTER BM-02 410 DF#2 OR BETTER BM-03 NOT USED BM-04 3.5"x11.25" PSL BM-05 3.125"x9" GLULAM BM-06 3.125"x10.5" GLULAM BM-07 3.125"x12" GLULAM BM-08 3.125"x15" GLULAM BM-09 5.125"x9" GLULAM BM-10 5.125"x10.5" GLULAM BM-11 5.125"x12" GLULAM BM-12 5.125"x13.5" GLULAM BM-13 6.75"x12" GLULAM BM-14 W12x26 BM-15 NOT USED BM-16 5.25"x9.25" PSL BM-17 DBL 2x12 DF#2 HANGER SCHEDULE SYM. HANGER H-01 LU210 / LUC210 H-02 LS70 H-03 LU210-2 / LUC210-2 H-04 HU48 H-05 HGUS3.25/10 H-06 HUCQ210-2-SDS H-07 HWPH3.25x10.5 OFFSET RIGHT H-08 HWPH3.25x10.5 OFFSET LEFT H-09 HWP3.25x12 OFFSET RIGHT SKEWED RIGHT H-10 SUR210-2 H-11 HUCQ5.25/11-SDS H-12 HWPH3.25x12 OFFSET LEFT H-13 HWPH5.25x12 OFFSET RIGHT H-14 HWPH5.25x12 OFFSET LEFT H-15 LUS26 H-16 LB212A NOTE: HANGERS NOT CALLED OUT IN ROOF PLAN SHALL BE PROVIDED BY TRUSS ENGINEER A B C D E F G H J K I I I I I.: •1 9 I '1 I 10 �� -r - i I I I ,.I I. I 9 .aI ..I d I -- — ----- ------------------ :1 ;I �Q .I :—I •.I 8 - - -- -- -- - ---------------- f'I 'I fay I ii . •I La I 'i I i ,•I a i, I •I i I� ;•I Ii ` :a I a. 7------------------ — — — --- --------------------------- 6-------------------------- ---------, ------------------------ I I 5 L -------------------------- i I I I I I I I I I I I I 4 - - -- -- + - - - - - - - I I D -- ------------ -------------------------------------- I I I 2 -- -fi - - - - - - -- --- I 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 (3) 2x_ STUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. P-05 (4) 2x— STUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. P-06 (2) 2x— TRIMMERS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. P-07 2x— STUD w/ (3) TRIMMERS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER TRIMMERS SUPPORT BM-10 P-08 6x6 PT HF#2 CC5.25-6 OR ECC5.25-6 ABU66Z w/ %"x5" TITEN HD P-09 44 PT HF#2 (2) ACE4 ABU44Z w/ %"x5" TITEN HD P-10 44 PT HF#2 ECC44 ABU44Z w/ %"x5" TITEN HD P-11 44 PT HF#2 (2) LCE4 ABU44Z w/ %"x5" TITEN HD P-12 6x6 PT HF#2 CC76 ABU44Z w/ %"x5" TITEN HD P-13 46 DF#2 ECC46 (2) HL53 (2) z" THRU BOLTS AND (4) z"xY LAG SCREWS AT BASE P-14 6x6 DF#2 ECC66 (2) HL53 (2) z" THRU BOLTS AND (4) z"xY LAG SCREWS AT BASE NOTE: SOLID BLOCKING BETWEEN FL* @ POINT LOAD BLOCKING TO B EQUAL TO OR GREATER THEN THE POST ABOVE + NOTE! P.L. INDICATES: POINT LOAD ABOVE SOLID BLOCKING REQUIRED IN FLOOR FRAMING NOTE ! ALL ROOF FRAMING MEMBERS TO BE MANUFACTURED TRUSSES @ 24" O.C.(U.N.O.) HEADER NOTE! HEADERS NOT CALLED OUT IN PLAN SHALL BE: N BM-01 Q� LEGEND TRUSSES CONCRETE WALL UNDER {`^ WALLS UNDER WALLS/ FIXTURES OVER HEADERS & BEAMS FLOOR PERIMETER FLOOR JOISTS LANDING JOISTS STAIR STRINGERS LOWER ROOF LINES EXISTING EXISTING HEADERS & BEAMS -------------------------- 4AIN FLOOR FRAMING Ross Engineering Design Inc ryan. ross@rossengineer.com 8.1.2022 yp,N N. Ro pF WASy��Y S J B# 1 18 46411 �� ^/STER��G�� ss TONAL ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN W �o o 00 z LU >- o Q LL.Z LL. It LJJ � V w z 3j Q LL > Z Q LL M 06 `M ( Qm CV a> a ❑ 0 rn a� 0 z PROJECT NO. 220705 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: RES Sep 26 CITY OF EDM DEVELOPMENT DEPARTM PRINT DATE 8/1/2022 2:13 PM JB 022 )NDS RVICES VT Q Q 1 0 — ---- r 1------------------ — L — — — — ----------- --- ---:T >a 'BOX GIRDER TRUSS1 A B C D E F G H J K N Cf) 1 Of LOFT FLOOR PLAN SCALE: 1/4" = 1'-0" ------------------- ------------------- 4.5 14.5 12 16'-6" TRUSS "A' NOTE ! ALL ROOF FRAMING MEMBERS TO BE MANUFACTURED TRUSSES (HEAL TO MATCH 2x12 RAFTERS) @ 24" O.C.(U.N.O.) HEADER NOTE! HEADERS NOT CALLED OUT IN PLAN SHALL BE: O� BM-01 Q/ LEGEND TRUSSES RAFTERS TRUSSES (TOP CHORD) OVER FRAMING GIRDER TRUSS WALLS UNDER T�1111f PONY WALLS UNDER HEADERS & BEAMS ROOF LINES LOWER ROOF LINES ROOF PLAN NOTES v 1 ST PLATE I.:.� i i Iu _� N • SEE DESIGN LOADS AND/OR STRUCTURAL NOTES FOR 1 I I 0 GROUND AND ROOF SNOW LOADS. ' N 1 I I N �t j N ' I I ' N . FOR MANUFACTUREDED TRUSS ROOFS: ROOF PLAN IS FOR ___ I - - � - - -�ci - - - - CEILING RI[ GE - - - - - - - _ RIDGESCHEMATIC PURPOSES ONLY. ACTUAL ROOF PLAN TO BE .:I I `3 L —------------ —�� — �. — r — — CN I H N_ DESIGNED AND ENGINEERED BY A LICENSED TRUSS r1 1 RIDGE CNON- TEARING ENGINEER. RAFTER FRAMING PER PLAN. a HEAD IRS . TRUSS LAYOUT TO BE REVIEWED AND APPROVED BY THE 2 2x8 RA ERS j j TRUSS MANUFACTURER PRIOR TO CONSTRUCTION. 2x4 NY WA L 16" C. I _ :i • SHADED AREAS INDICATE OVER -FRAMING. y o/ TR JSS BEL W rU � ------ - - ----- ------ --- DR G TRUSSOVER SHEAR -------- 3 WALL. DESIGN FOR 3.0 KIPS • LOCATE DOWNSPOUTS PER SITE CONDITIONS AND PER (FACTORED) WIND/ 3EISMIC AXIAL GENERAL CONTRACTOR. AND HORIZ. SHEAR PER 1/S7 A `Ou' ?;i I�� IRDER USS ` `O� �� Q♦ • INSTALLATION OF ALL ROOFING AND WALL FLASHING SHALL BE TO INDUSTRY STANDARDS AND IN COMPLIANCE Z I 7------------ --- ---- w --- ---- ---- ----- - LLJ ----- ---------- - ------ ------ ---- ----- - -- -- -------------- ----------- - -- ---- ---------------- WITH CURRENT CODES. ca t QI a.._._._._____'_�.____r__._.. r: BM-11 Q • PROVIDE CONTINUOUS ALUMINUM GUTTERS ON FASCIA AS t BOX G USS DER r zi 71._.� SPECIFIED IN DETAILS. a , a;;.� 10 ,o ,:' ;;.. i :';:� 1 #:::1 I L,, . • SKYLIGHT SIZES, IF ANY, ARE APPROXIMATE. CONTRACTOR # 5 , j:::1 5 8 2 12 RAFTERS f.:: L-. N { 1 �.::t S6 @24"O.0 TO VERIFY ACTUAL ROUGH OPENING SIZE PER 6 - --- ----- ----- ----- -- -- - ---- -- - ---- - -- - -- -- ----- - ----- - ----- ------------------� -'---- --- - - - -------------- -- ------------- ----- --- - ---- --------------- r----- L: - --- --� MANUFACTURER SPECIFICATIONS. o 3 I r :. { t I .,{ g • PROVIDE SOLID BLOCKING OVERALL SUPPORTS. --------------------- - - --- - - - — — — :. --------- — — — -- — -- L' — -- — -- -- -- — —------- • PROVIDE MIN. 22"x30" ATTIC ACCESS WITH APPROVED w WEATHERSTRIPPING. IF ACCESS IS IN A GARAGE, A SELF J ALIG DF AG SS OVER SHEAR WALL. DESIGN FOR 3.6 K &%. I G Q m L.;. CLOSING MECHANISM MUST BE INCORPORATED. w Q (FACTO D) >., D/SEISM( AXIAL AND HORIZ SHEAR PER 1/ '� f '� J Q �173r 16d @ 8"o.c. END TRUSS TO TOP PLATES. (TYPICAL AT ALL is _ _ j :'i i w RI GE GABLE ENDS) • ATTICS WHERE THE MAX. CLEAR HEIGHT BETWEEN JOIST Z o AND RAFTERS IS MORE THAN 42", OR WHERE THERE ARE Lr Q I 1 O I TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB ``; o m CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE w a 42" HIGH BY 24" WIDE OR GREATER, MUST BE CONSIDERED l I 1 I ATTIC WITH LIMITED STORAGE. 7� I 2)12 RAFTERS @24"O.0 • ATTIC SPACE SERVED BY A FIXED STAIR SHALL BE \<a. DESIGNED TO SUPPORT THE MIN. LIVE LOAD FOR SLEEPING 7 I ROOMS. 1 4----------------------------------------- - - - ------------- - -�- - 1— - - ------------------------ - - - - - - --- --- - ----------- - -----i---- --�- A -- --------------- (GABLE 1 ! ! `o ATTIC VENTILATION CALCULATIONS I I I � � I � 3------------------------------------------------------------------------------ --- --- ---- - --- - -------- --- -- -- - -- --- -------------- -- -- ---- --- --- - --- --------------- ATTIC VENTILATION (R806.1 & 806.2) ----------- B PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 150 SQ. FT. OF ATTIC AREA. 1 I i EXCEPTION: Q. 2 -----------------------------------------------------------------------I-------- --- L ----- - - - - �---- - - - - - - - ---------------- ------------------------- PROVIDE 1 SPACE HEN NOT LESS THAN 40% AND NOT OF ATTIC VENTILATION FOR EACH R THAN FT. OF 0 GIRDER GABLE TRUS T -� h T OF ATTIHE REQUIRED VENTILATION AREAS PROVIDED MORE THAN 50% VENTILATORS LOCATED WITHIN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT t/� w MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE 1 7:12 7:12 SPACED MEASURED VERTICALLY WITH THE BALANCE OF THE S8 REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS ui Up' pp CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, n g N � n Q INSTALLATION OF MORE THAN 3 FEET BELOW THE RIDGE OR lol � a lol F-0 HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. ROOF VENT CALCULATIONS ROOF AREA 3264 SQ FT I �' \ \ �� SCALE: 1/4" = 1'-O" REQUIRED ROOF VENTILATION AREA/ 300 10.88 SQ FT FOR SCHEMATIC PURPOSES ONLY. REFER TO TRUSS FRAMING PLANS PER MANUFACTURER 40-50% IN UPPER & LOWER ROOF - - ------------ -- - ----- - ------ - ---- AND PREPARED BY A LICENSED TRUSS ENGINEER. ROOF VENT AREA / 2 5.44 SQ FT GABLE BM-10 VENT BLOCKS IN EAVES BLOCKS = AREA / 0.074 74 ROOF VENTS IN UPPER 40-50 % OPTION 1: AF50 ROOF JACK = AREA / 0.333 17 OPTION 2: (ridge vent) CORAVENT V300 = AREA / 0.094 57.9 FEET Ross Engineering Design Inc ryan.ross@rossengineer.com 8.1.2022 yPN N. RO Q� of WASh/,y J B# 1 18 46411 GIST EW SS�ONM_ ECG ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN W o u 00 0%, z W >- 0 Q LL. Z O — Q Q LJJ � V L,� ad Z �i Q LU > Z Q od (') Q m N W 0 c 0 a rn m 0 C Z PROJECT NO. 220705 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: S5RES Sep 26 CITY OF EDM DEVELOPMENT DEPARTM PRINT DATE 8/1/2022 2:14 PM JB 022 iNDS RVICES VT 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 10d 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 PANEL JOINT _.I-a.......7—'T'—'L - -�1: 11 li 17 d I. IJ CI IJ a I: 11 BOUNDARY 1 11 11 11 �r w rl NAILING 11 li r li 11 11 TOP PLATE II al: II I. II IJ BLOCKED CONTINUOUS 11 11 Ia Ij "OTHER" PANEL PANEL JOINT EDGE NAILING �� [fa: INTERMEDIATE mfj JOIST/TRUSS NAILING DIAPHRAGM DETAIL SHEAR WALL PI DECK JOISTS PI DTT1Z WITH SDS253 END OF DECK AND AT HANGERS PER 6.5" MAX COPE 41/2" MIN. BEARING (2)1/2"0 x3" LAG SCREWS 4x PLATE PER 13/S8 EXISTING FOUNDATION WALL TYPICAL DIAPHRAGM NAILING 1 PLATE NAILING R BOUNDARY NG JOISTS PER PLAN PER PLAN SECTION 1 6 NAILER PER 13/S6 10' STEEL BEAM PER PLAN WITH COPED BOTTOM FLANGE EACH SIDE TOP PL NAILER PER 13/S6 STEEL BEAM PER PLAN NOTES: SEE STRUCTURAL NOTES FOR TYPICAL TOP PLATE NAILING NOT SHOWN TYPICAL TOP PLATE SPLICE 1 2 7 TRIM PSL BEAM PSL BEAM PER PLAN "0" LAG SCREW 11/2" I NOTCH BOT. OF BEAM AT 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 EXISTING FOUNDATION SOLID BLKG MATCH WIDTH OF BEAM/GIRDER TYPICAL HEADER DETAIL 1 $ CITING PER PLAN OWEL SHORT RS 4" INTO 3 FOOTING SECTION 1 8 10d AT 6" ox. (2) ROWS %" DIA BOLTS AT 24" O.C. 3x NAILER PLANED AS NEEDED. RIP TO STAGGER SIDES r MATCH BEAM WIDTH 6.5" MAX L6x4 SEAT I COPE L6x4x1/2 0.5" LLV %" PLATE %" PLATE PER 16/S6 FLOOR JOIST PER PLAN STEEL BEAM PER PLAN HANGER PER PLAN POST PERP PLAN (2) %"0 x3" LAG SCREWS SECTION 112 C6x13 WITH 3/44" TITEN HD AT TOP, BOTTOM AND 18" O.C. NEW UNDERMINED FOOTING PER PLAN sECTioN 1161 SECTION 117 RIPPED 2x RIM J in 16d TOENAIL AT 6' GLULAM BEAM PER f SECTION 113 DUNDARY NAILING )ISTS OVER BEAM )ISTS PER PLAN PER PLAN SECTION 18 SON CS16 WITH (20) '0 DBL. TOP PLATE D AT EACH SIDE. JI AS NEEDED. r PER PLAN 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 1 4 GUARDRAIL BY OTHERS GUARDRAIL ATTACHMENT DESIGNED BY MANUFACTURER u BEAM OR RIM JOIST P ENSURE 3" MIN. SOLID WOOD MEMBER ADD SOLID BLKG. OR DBL. JOIST IF REQ'D (I -JOISTS ARE NOT ACCEPTABLE) SEE 18/S6 FOR BALANCE OF INFORMATIC " SHOWN FLOOR JOISTS I GLULAM BEAM. (BLKG AT 24" ox. WHERE JOISTS ARE PARALLEL TO GUARDRAIL) PRE -FABRICATED Yg" DIA. BOLT SECTION 114 J AT 6" ox. RIPPED 2x SLEEPERS WITH 16d TOENAIL AT 6" ox. EACH FACE DECK JOISTS PER PLAN SECTION 119 II II II ROOF TRUSSES/ RAFTERS BELOW I I I I 2x6 BLOCK BETWEEN ROOF TRUSSES BELOW W/ I I (2) 16d EA END 2x6 PLATE W/ (2) 16d I I INTO EA ROOF TRUSS BELOW / l I I I 2x4 RAFTERS @ 24"o.c. / I I POST DOWN TO ROOF / I I o TRUSS BELOW AT 24" ox. I I a � II / II co II (D I/ I' I I 6x6 OR 40 GUARDRAIL POST AT 48" ox. %n N TYPICAL ROOF OVERFRAMING I rj BEAM OR RIM JOIST PER PLAN ENSURE 3" MIN. SOLID WOOD MEMBER ADD SOLID BLKG. OR DBL. JOIST IF REO'D 2 3/4" MAX NOTCH AT 6x6 10 NOTCH ALLOWED AT 4x4 DTT2Z AT EACH POST WITH Y/" DIA. BOLT TO JOIST/BLKG. DIA. BOLT JOISTS PER PLAN (BLKG AT 24" ox. WHERE JOISTS ARE PARALLEL TO GUARDRAIL) SITE BUILT SECTION AT GUARDRAIL 110 15 20 Ross Engineering Design Inc ryan.ross@rossengineer.com 8.1.2022 yPNN./?o of WASHiti J B# 21 18 46411 ISTER�� SS�0NAL ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN W o 00 O�1 Q z LU o Q � z O 0 LJJ � V w Z 3i Q ui Z Q 06 U. z I N Q a> m 0 0 �L V N d O Z FILE/ NO. 21018 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: eSUB 62022 yEDMONDS DEVELOPMENT SERVICE DEPARTMENT PRINT DATE 7 / 28 / 2022 AXIAL LOAD PER PLAN APPLIED TO TOP CHORD HORIZONTAL WEB SHEAR = AXIAL LOAD / TRUSS LENGTH (2) 2x STUDS NAIL EACH PLY WITH 16d AT 6" o.c. HOLD-DOWN PER PLAN DRAG TRUSS LOADING � 1 PLAN SECTION (2) ROWS 16d AT 6" ox. PLAN PLAN TYPICAL SHEAR WALL SCHEDULE NUMBER OF SHEAR WALL STUD/BLKG. SILL PLATE / SOLE PLATE FRAMING ANCHOR TO NAIL/SCREW 1,2 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 '0 @ 48" OC @ 6" OC @ 6" OC SW2, SW213 1 8d @ 6" OC 2x 2x 5/8" DIA. AB @ 48" OC 16d BOX NAIL @ 6' OC LTP4 @ 24" OC SEE STRUCT 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 8d @ 3" OC 3x OR DBL. 2x6 2x 5/8" DIA. AB 16d BOX NAIL LTP4 @ 14" OC 1 8d @ 2" OC4 3x OR DBL. 2x6 2x @ 24" OC 5/8" DIA. AB @ 18" OC @ 3' OC 16d BOX NAIL @ 2.5" OC LTP4 @ 10" OC SW5, SW4P SW6, SW6P 2 8d @ 3" OC 3x OR DBL. 2x6 3x 5/8" DIA. AB @ 18" OC SDS25600 @ 5" o.c. LTP4 @ 14" OC EA. FACE 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. SHEAR WALL SCHEDULE NOTES 8d AT 12" ox. NAILING AT ALL 1. SHEAR WALLS NOTED AS "SW_" INDICATE "SEGMENTAL SHEAR WALL" PER DETAIL (RIGHT) INTERMEDIATE SUPPORTS 2. SHEAR WALLS NOTED AS "SW P" INDICATE "PERFORATED SHEAR WALL" PER DETAIL (RIGHT). APPLY ALL SHEATHING, NAILING AND FRAMING REQUIREMENTS PANEL EDGE NAILING TYP. 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. SILL/SOLE PLATE W/ 4. WHERE NAIL SPACING IS LESS THAN 4"oc, STAGGER NAILS %". ANCHORS PER SCHED. TYP. 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. ANCHOR TYPE HOLD-DOWN 7. AT SW1 PROVIDE STANDARD CUT WASHERS AT ALL SILL BOLTS. AT SW2 AND HIGHER PROVIDE 3"0"x.223" STEEL PLATE WASHERS. LOCATE EDGE OF WASHER PER PLAN WHERE APPLICABLE. WITHIN %" OF EDGE OF SHEATHED SIDE OF SILL PLATE. HOLE IN WASHER MAY BE DIAGONALLY SLOTTED 1.75" MAX. SEE SCHEDULE FOR ANCHOR 8. ENSURE ONE CLIP EACH END OF SHEAR WALL AT EACH REQUIRED FACE OF SHEATHING. ROD TYP. 9. SHEAR CLIPS ARE REQUIRED ONLY AS INDICATED IN THE SECTIONS. 10. SEE DETAIL (TOP FAR RIGHT) FOR TYPICAL TOENAIL 11. SEE DETAIL (BOTTOM FAR RIGHT) FOR BLOCKING AND SHEAR CLIP REQUIREMENTS AT DOUBLE SIDED SHEAR WALL ROOF BOUNDARY NAILING DRAG TRUSS PER PLAN ALIGNED OVER SHEAR WALL SHEAR WALL SHEAR CLIPS EDGE NAILING SHEAR WALL PER PLAN TYP TRUSS AND GABLE WALL BRACING PER TRUSS MANUFACTURER 2x4 OR 2x6 STUDS AS INDICATED PER PLAN AT 16" ox. SECTION 1 6 1 SHEAR WALL AT DRAG TRUSS 1 7 DBL STUD (3) STUDS NAIL EACH STUD STRUCTURAL WALL ABOVE PER PLAN WHERE APPLICABLE III I III I SOLE PLATE NAIL/SCREW EDGE NAILING III I FLOOR BOUNDARY NAILING III I SHEAR WALL PER PLAN SHEAR WALL SHEAR CLIPS HOLD-DOWN PER PLAN BLOCKING EACH END OF SHEAR WALL AND 48" O.C. EDGE NAILING EDGE NAILING SHEAR WALL PER PLAN ALIGN JOIST/BEAM PER PLAN OVER SHEAR WALL PLAN SECTION SECTION 1 1 16 SHEAR WALL PER PLAN SOLE PLATE NAIL/SCREW EDGE NAILING FLOOR BOUNDARY NAILING SECTION 112 SHEAR WALL AT CANTILEVER 117 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 SW SDHEAR WALL OX) � SEGMENTAL SHEAR WALL ROOF TRUSSES PER PLAN H1 CLIP EACH TRUSS SHEAR WALL AT RAISED TRUSS HEEL 1 8 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 ✓IILAR SECTION PER :OR INFORMATION TOWN FLOOR SHEATHING PER STRUCTURAL NOTES CONT RIM JOIST FLOOR JOIST/BLOCKING PER PLAN ALTERNATE SHEAR FLOW AT UPPER FLOORS 113 SOLE PLATE NAIL/ EDGE I' EXTEND SHEAR WALL SHE, CONT. OVER RIM JOIST. I BREAK AT SOLE SHEAR WALL EDGE NAII RIM JOIST AND SIL FLOOR BOUNDARY NAILING PER DIAPHRAGM SCHED 2x SILL PLATE FLOOR JOIST 'E: SIMILAR SECTION PER i7FOR INFORMATION SHOWN ROOF BOUNDARY NAILING CONT. 2x BLKG WITH VENTING PER ARCHITECTURAL. SEE 8/S7 FOR ALTERNATE AT RAISED TRUSS HEELS. EDGE NAILING SHEAR WALL PER PLAN TYP SOLE PLATE NAI EDG[ FLOOR BOUNDAR` 2xI SHEAR WALL SHI OR ALTERNATE EDG SOLE PLATE NA EDG FLOOR BOUNDAR 2xI SHEAR WALL SHI OR ALTERNATE STN'X HOLD-DOWN ID BLKG PER SCHED AT HORIZ. PANEL JOINTS w/EDGE NAILING BOTH SIDES OF JOINT TYP. LOCATE VERTICAL PANEL — JOINT ON STUD 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" ox. TYP FLOOR SHEATHING PER STRUCTURAL NOTES TYP FLOOR JOISTS PER PLAN PRESSURE TREATED SILL PLATE PER SHEARWALL SCHEDULE. BOLT EMBED = 7" MIN. FLOOR JOISTS PER PLAN FOUNDATION PER PLAN HDUX 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 BOUNDARY NAILING PER DIAPHRAGM SCHEDULE TO RIM JOIST AND BLOCKING CONT RIM JOIST PANEL EDGE NAILING SHEAR CLIP PER A — 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/S7 EDGE NAILING SOLE PLATE NAIL/SCREW EDGE NAILING FLOOR BOUNDARY NAILING 2x RIM JOIST SHEAR WALL SHEAR CLIPS, OR ALTERNATE PER 18/S7 FRAMING PERPENDICULAR TO WALL FRAMING PARALLEL TO WALL �i TYP ROOF TRUSS TRUSS AND GABLE WALL BRACING PER TRUSS MANUFACTURER 2x6 STUDS AT 16" ox. TYP ER PLAN 18"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 1201 Ross Engineering Design Inc rya n.ross@rossengineer.com 8.1.2022 yPNN.Ro Q OF WA S' �i Z J B# 1 18 46411 ^/STE1�j�G��v �4NA, ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN W o u 00 0�1 z W >- V) 0 J3 " U. Z 0 LJJ � V w z � Lij Z U" 06 Z Iq ca N Q ca a� m 0 0 �L V N am 0 O Z FILE/ NO. 21018 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: SUB ep 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICE DEPARTMENT PRINT DATE 7 / 28 / 2022 -+ SHEAR WALL PER PLAN I - SHEAR WALL PER PLAN N-F SEE 20/S7 FOR ALL FRAMING AND CONNECTION FLOOR BOUNDARY INFORMATION NOT SHOWN NAILING LL 2x RIM JOIST DTT1Z WITH SDS25600 EACH W DTT1Z WITH SDS25500 END OF DECK AND AT 48" o.c. > w EACH END OF DECK > AND AT 48" o.c. N M FLOOR JOISTS J DECK JOISTS PER PLAN FLOOR JOISTS DECK JOISTS PER PLAN PER PLAN PER PLAN BEAM PER PLAN DBL TOP PLATE PT 2x LEDGER WITH PT 2x LEDGER WITH (2) SDS25312 AT 6" O.C. (2) SDS25312 AT 6" O.C. (BOTTOM ROW INTO PLATE VL AS SHOWN) 1 SECTION 2 SECTION 3 4 5 PONY WALL PER PLAN n � SHEAR WALL PER PLAN ROOF RAFTERS PER PLAN �„ C °; a FLOOR BOUNDARY NAILING v F= T >O ~ ROOF BOUNDARY NAILING 1-- ~ NEW FLOOR JOISTS PER PLAN ROOF BOUNDARY NAILING • • EDGE NAILING 0 CONT.2x SHAPED BLKG r , DRAG TRUSS PER PLAN 2x RIM JOIST ALIGNED OVER SHEAR WALL A35 EACH JOIST SHEAR WALL SHEAR CLIPS 1' 2" OR ALTERNATE PER 18/S7 4x8 DF#2 PLATE CONT. SIMPSON CQM3.62-SDSHDG (3) 16d TOENAIL EACH BLOCK H1 EACH RAFTER TRUSS AND GABLE WALL SHEAR WALL SHEAR CLIPS s EXISTING FOUNDATION. /4"O EPDXY ANCHOR CONTRACTOR SHALL VERIFY BRACING PER TRUSS AT 24 ox. CONCRETE IS IN ADEQUATE MANUFACTURER EDGE NAILING CONDITION FOR LOAD BEARING, IE. FREE OF RUST, SPALLING AND BEAM PER PLAN 0 o CRACKS LARGER THAN HAIRLINE ° 2x4 OR 2x6 STUDS AS CRACKS. INDICATED PER PLAN AT GLULAM BEAM PER PLAN 16" ox. SHEAR WALL PER PLAN TYP 6 DRAG TRUSS TO SHEAR WALL $ SECTION 9 RAFTER TO BEAM 10 (4) #5 VERT. A35 EACH BLOCK A35 EACH BLOCK #3 x = TIES AT 12" ox. AND (2) AT TOP. 10d AT 4" o.c. TO BLOCKING A 10d AT 4" o.c. TO BLOCKING EMBED EACH LEG 4" INTO SHEAR WALL PER PLAN EXISTING FOUNDATION FLOOR BOUNDARY NAILING FLOOR JOISTS PER PLAN FLOOR BOUNDARY NAILING FLOOR JOISTS PER PLAN WITH EPDXY EXTEND BLOCKING NEW FLOOR JOISTS PER PLAN EDGE NAILING EXTEND BLOCKING 14"x12" CONC. PIER AND NAILING TO 3RD AND NAILING TO 3RD BAY AT 32 o.c. 2x CONT. BLOCKING BAY AT 32" o.c. EXISTING FOUNDATION FLOOR BOUNDARY NAILING 1 17 2x RIM JOIST 2x RIM JOIST A35 EACH JOIST (2) #4 DOWELS WITH SHEAR WALL SHEAR CLIPS HOOK AT BOTTOM OR ALTERNATE PER 18/S7 1 BAYS OF 2x BLOCKING SHEAR WALL SHEAR CLIPS () (1) BAYS OF 2x BLOCKING AT 16" ox. 16d TOENAIL AT 6 ox. 16" ox. 48AT 8 DF#2 PLATE CONT. FOOTING PER PLAN 48 DF#2 PLATE CONT. 48 DF#2 PLATE CONT. EXISTING FOUNDATION. EXISTING FOUNDATION. EXISTING FOUNDATION. • • 3/4"0 EPDXY ANCHOR CONTRACTOR SHALL VERIFY %"0 EPDXY ANCHOR CONTRACTOR SHALL VERIFY %"O EPDXY ANCHOR CONTRACTOR SHALL VERIFY AT 24" ox. CONCRETE IS IN ADEQUATE AT 24" o.c. CONCRETE IS IN ADEQUATE AT 24" ox. CONCRETE IS IN ADEQUATE CONDITION FOR LOAD BEARING, CONDITION FOR LOAD BEARING, CONDITION FOR LOAD BEARING, EPDXY DOWEL (2) IE. FREE OF RUST, SPALLING AND IE. FREE OF RUST, SPALLING AND IE. FREE OF RUST, SPALLING AND PERPENDICULAR FOOTING CRACKS LARGER THAN HAIRLINE CRACKS LARGER THAN HAIRLINE CRACKS LARGER THAN HAIRLINE BARS 4" INTO EXISTING CRACKS. CRACKS. CRACKS. FOOTING 11 SECTION AT CONCRETE PIER 12 SECTION 13 SECTION 14 SECTION 15 161 17 181 19 20 Ross Engineering Design Inc ryan.ross@rossengineer.com 8.1.2022 y PN N . 1?0 pF WASH/,y S J B# 1 18 46411 'QFGISTER�� ONAL ELECTRONIC COPY ORIGINAL ON FILE AT ROSS ENGINEERING DESIGN uj o u 00 0�1 z LU >-L L 7 70 O LJJ � V w z �i Q ui Z Q od Z N Q a� m 0 0 0. �L V N d 0 Z FILE/ NO. 21018 DESIGNED BY RR DRAWN BY RR CHECKED BY RR SHEET: UB 62022 &YSEDMONDS DEVELOPMENT SERVICE DEPARTMENT PRINT DATE 7 / 28 / 2022