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APPROVED BLD2024-0316+Architectural_Plan+5.24.2024_11.42.15_AM+4281263GENERAL 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 181, 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 1/2" GYPSUM CEILING BOARD. WALLS SURROUNDING TUBS OR SHOWERS SHALL BE COVERED WITH WATER-RESISTANT GYPSUM WALL BOARD. WATER- PROOF SURFACE TO A HEIGHT OF 72" ABOVE ADJACENT FLOOR. ANY CEMENT PLASTER OR STUCCO SHALL BE INSTALLED IN ACCORDANCE WITH NORTHWEST WALL AND CEILING BUREAU RECOMMENDATIONS FOR MATERIALS, BACKING, LATH, APPLICATION TECHNIQUES, AND FINISHES. ELECTRICAL SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED ELECTRICAL CONTRACTOR IN ACCORDANCE WITH MOST CURENT STATE AND LOCAL ELECTRICAL CODE. ELECTRICAL SCHEMATICS PROVIDED IN THIS SET OF PLANS ARE FOR REFERENCE LAYOUT ONLY. FIRESTOPPING FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TO EXCEED 10'-0" HORIZONTALLY, AND AT THE CEILING AND FLOOR LEVEL. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND WALL CAVITIES IN LINE WITH STRINGERS. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL, WITH NON-COMBUSTABLE MATERIALS. MISCELLANEOUS 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. IN THE FIELD PRIOR TO PROCEEDING. 2. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALL WITH MECHANICAL AND ELECTRICAL WORK. 3. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH (R314) SMOKE DETECTORS TO BE HARD WIRED AND INTERCONNECTED. (R314.4, R314.5). A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. (R314) CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA AND IN THE VICINITY OF THE BEDROOMS. (R315) 4. KITCHEN RANGE, DRYER, BATH AND LAUNDRY ROOM VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND BE EQUIPPED WITH BACK DRAFT DAMPERS. 5. EXTERIOR OPENINGS TO THE WEATHER SHALL BE FLASHED AND COUNTER -FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. ROOF FLASHING PER R903. 6. GUARDRAILS TO BE A MIN. OF 36" ABOVE FINISH FLOOR. (R312) (EXCEPTIONS TO COMMERCIAL PER I.B.C.) 7. OPEN GUARDRAILS TO HAVE INTERMEDIATE RAILS OR PICKETS PLACED SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. 8. BEDROOM EMERGENCY EGRESS WINDOWS MUST HAVE A MIN. NET CLEAR OPENING OF 5.7 SQ. FT. MINIMUM NET CLEAR OPENABLE WIDTH OF 20" AND MIN. NET CLEAR OPENING HEIGHT OF 24". MAX. FINISHED HEIGHT OF 44" FROM FINISHED FLOOR TO BOTTOM OF CLEAR OPENING (R310.1). AREA CALCULATIONS HEATED AREAS MAIN FLOOR (EXISTING -REMODELLED) MAIN FLOOR (NEW) GARAGE CONVERSION TO LIVING SPACE TOTAL NON -HEATED AREAS NEW GARAGE NEW ENTRY PORCH SQUARE FOOTAGE 1046 1101 218 2365 SQUARE FOOTAGE 350 161 DRAWING INDEX SHEET NO. DESCRIPTION Al COVER SHEET, INDEX, GENERAL NOTES A2 ENERGY CODE & CALCULATIONS A3 ELEVATIONS A4 ELEVATIONS A5 1ST FLOOR PLAN A6 BUILDING SECTION S1.0 STRUCTURAL NOTES S2.0 FOUNDATION PLAN S2.1 MAIN FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN S2.3 SHEAR WALL PLAN S3.0 STRUCTURAL DETAILS S3.1 STRUCTURAL DETAILS APPLICABLE CODES BUILDING DEPARTMENT: CITY OF EDMONDS. WA 2018 INTERNATIONAL RESIDENTIAL CODE (ARCHITECTURAL/ORDINANCE) 2018 INTERNATIONAL BUILDING CODE (STRUCTURAL) 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL PLUMBING CODE 2018 INTERNATIONALFIRE CODE 2018 INTERNATIONAL FUEL GAS CODE 2008 WASHINGTON STATE ENERGY CODE 2018 NATIONAL ELECTRIC CODE ALL STATE AND LOCAL APPLICABLE ZONING AND MUNICIPAL CODES. SYMBOL LEGEND CARBON MONOXIDE DETECTOR INTERCONNECTED 110v w/ BATTERY BACKUP C.O. CAN BE COMBINED w/ S.D. SMOKE DETECTOR s D. INTERCONNECTED 110v w/ BATTERY BACKUP O EXHAUST FAN (VENT TO OUTSIDE) OKEYNOTE 101 DOOR SCHEDULE SYMBOL 1i WINDOW SCHEDULE SYMBOL Al REVISION- SEE DESCRIPTION IN TITLE BLOCK SIM DETAIL SYMBOL 1 SIMILAR DETAIL A101 DETAIL NO. SHEET NO. SIM 1 BUILDING CROSS SECTION 10 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. 07 -N1 MACHUGA ADDITION & REMODEL A ., 3.- CAP- ' - ' 0--ow V RESIDENCE 21227 96TH AVENUE WEST., EDMONDS., WA 98020 ALTERATIONS WORKSHEET FOR REMODEL PORTION Alterations Worksheet - 2018 Washington State Energy Code Project Information Contact Information MACHUGA REMODEL JEN & STEVE MACHUGA 21227 96th Ave. W., Edmonds, WA 98020 21227 96th Ave. W., Edmonds, WA 98( The WSEC requirements for alterations are located in Chapter 5 of the code text. Alterations (remodels) do not need to obtain energy credits from Table R406.3 Additions must meet the requirements for new construction. This includes nonconditioned space b altered to become conditioned space. Will the wall cavities be exposed? 0 Yes ❑ No If yes: Exposed wall cavities must be insulated - 2 X 4 wall studs require R-15 insulation 2 X 6 wall studs require R-21 insulation Will the roof/ceiling framing cavities or attic be exposed? 0 Yes ❑ No If yes: Exposed roof/ceiling assemblies must be insulated - Vaulted ceilings: Insulate to the full depth of the framing member while allowing for the minimum 1" ventilated spac Flat ceilings: Install R-49 insulation or what the attic space can accommodate based on the roof pitch Will the floor framing cavities be exposed? ?] Yes ❑ No If yes: Exposed floor cavities must be insulated to R-30 Are the windows and/or doors being replaced? RI Yes El No (includes both window or door and frames) If yes: New windows and doors must have an area weighted average U-factor of 150.3 Will the heating or cooling system be replaced? 0 Yes ❑ No If yes: New equipment must meet current requirements and ducts need to be tested Will the hot water system be altered? R1 Yes ❑ No If yes: New water heating equipment must meet current code requirements Are more than 50% of the light fixtures being changed? 0 Yes ❑ No If yes: (LED or CFL) OBTAIN ELECTRICAL PERMIT FROM i Building Department Work ADDITION & REMODEL Address 21227 96TH AVE W --------------------------------------------- ----------------------------------------------- OwnerMACHUGA Approved Date 06/05/2024 ----------------------------------- Building Official ------------ Permit Number' BLD2024-0316 R503.1.1 Building envelope. Building envelope assemblies that are part of the alteration shall comply with Section i or R402.1.4, Sections R402.2.1 through R402.2.11, R402.3.1, R402.3.2, R402.4.3 and R402.4.4. Exception: The following alterations need not comply with the requirements for new construction provi, energy use of the building is not increased: 1. Storm windows installed over existing fenestration. 2. Existing ceiling, wall or floor cavities exposed during construction provided that these cavities are fi insulation. 2x4 framed walls shall be insulated to a minimum of R-15 and 2x6 framed walls shall be insul< minimum of R-21. 3. Construction where the existing roof, wall or floor cavity is not exposed. 4. Roof recover. 5. Roofs without insulation in the cavity and where the sheathing or insulation is exposed during rero be insulated either above or below the sheathing. 6. Surface -applied window film installed on existing single pane fenestration assemblies to reduce sol gain provided the code does not require the glazing fenestration to be replaced. R503.1.1.1 Replacement fenestration. Where some or all of an existing fenestration unit is replaced with a new fen product, including sash and glazing, the replacement fenestration unit shall meet the applicable requirements for U and SHGC in Table R402.1.1. Where more than one replacement fenestration unit is being installed, an area-weightf average of the U-factor and SHGC of all replacement fenestration shall be permitted to be used to demonstrate corn R503.1.2 Heating and cooling systems. New heating, cooling and duct systems that are part of the alteration shall comply with Section R403. Exceptions: 1. Where ducts from an existing heating and cooling system are extended, duct systems with less than 40 linear feel unconditioned spaces shall not be required to be tested in accordance with Section R403.2.2. 2. Existing duct systems constructed, insulated or sealed with asbestos. R502.1.1.2 Heating and cooling systems. New heating, cooling and duct systems that are part of the addition shall c with Section R403. Exception: The following need not comply with the testing requirements of Section R403.3.3: 1. Additions of less than 750 square feet. 2. Duct systems that are documented to have been previously sealed as confirmed through field verif and diagnostic testing in accordance with procedures in WSU RS-33. 3. Ducts with less than 40 linear feet in unconditioned spaces. 4. Existing duct systems constructed, insulated or sealed with asbestos. R503.1.3 Service hot water systems. New service hot water systems that are part of the alteration shall comply witl R403.5. R503.1.4 Lighting. New lighting systems that are part of the alteration shall comply with Section R404.1. Exception: Alterations that replace less than 50 percent of the luminaires in a space, provided that such alterations do not increase the installed interior lighting power. R503.2 Change in space conditioning. Any nonconditioned or low -energy space that is altered to become condition shall be required to be brought into full compliance with this code. APPROVED PLANS MUST BE ALL WORK SUBJECT TO FIELD V Z N [O O CO Z Q E U CL Y= w L N w ,n � OJ U JL� �L0� M O Z 00 LU o W co O W w E O u C t + d L J A �l N p ad', 21.10 TL. J Ny N 0 Eo- o �- `off � o=- C70Jo`�a°iioor; 510 m =E p w U°° o p o o c o 0 UJ Jr =m �-`oU o.R mpm� `o F Zno y-E� Em�oFE�� W U z WC00 ) a 0 � � N Z z W w Q N W Z LU Ua 0 Lu N oL JJ O Q u.l Z Z W x C� c14 N Q " W 0 Q) a5 fN 2 ca 0 0 .N a) of 6 Z PROJECT NO. 231101 DESIGNED BY TL DRAWN BY CHECKED BY TL & RM TL PERMIT SET SHEET NO. RES U B May 24 2024 CITY OF EDMONDS D OPMENT SERVICE EPARTMENT PRINT DATE 3/6/2024 2:17:57 PM INDUSTRIES ON JOB SITE CODE COMPLIANCE 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 M 1505.4.3(3) shall be provided with occupancy sensors or humidity sensors to automatically override the fan to the high speed airflow rate. The exhaust fans shall be tested and the testing results shall be submitted and posted in accordance with Section M1505.4.1.6. M1505.4.1.3 Supply fans. Supply fans used in meeting the requirements of this section shall supply outdoor air from intake openings in accordance with IMC Sections 401.4 and 401.5. When designed for intermittent off operation, supply systems shall be equipped with motorized dampers in accordance with the Washington State Energy Code. Supply fans shall be tested and rated in accordance with the airflow and sound rating procedures of the Home Ventilating Institute (HVI 915, HVI Loudness Testing and Rating Procedure, HVI 916, HVI Airflow Test Procedure, and HVI 920, HVI Product Performance Certification Procedure as applicable). Where outdoor air is provided by supply fan systems, the outdoor air shall be filtered. The filter shall be accessible for regular maintenance and replacement. The filter shall have a Minimum Efficiency Rating Value (MERV) of at least 8. M1505.4.1.4 Balanced whole house ventilation system. A balanced whole house ventilation system shall include both supply and exhaust fans. The supply and exhaust fans shall have airflow that is within 10 percent of each other. The tested and balanced total mechanical exhaust airflow rate is within 10 percent or 5 cfm, whichever is greater, of the total mechanical supply airflow rate. The flow rate test results shall be submitted and posted in accordance with Section M1505.4.1.7. The exhaust fan shall meet the requirements of Section M1505.4.1.2. The supply fan shall meet the requirements of Section 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 grid, or other airflow measuring device at the mechanical ventilation fan's inlet terminals, outlet terminals or grilles or in the connected ventilation ducts. Where required by the building official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the building official and be posted in the dwelling unit per Section M1505.4.1.7. M1505.4.1.7 Certificate. A permanent certificate shall be completed by the mechanical contractor, test and balance contractor or other approved party and posted on a wall in the space where the furnace is located, a utility room, or an approved location inside the building. When located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label, or other required labels. The certificate shall list the flow rate determined from the delivered airflow of the whole -house mechanical ventilation system as installed and the type of mechanical whole house ventilation system used to comply with Section M1505.4.3.1. M1505.4.2 System controls. The whole -house mechanical ventilation system shall be provided with controls that comply with the following: 1. The whole house ventilation system shall be controlled with manual switches, timers or other means that provide for automatic operation of the ventilation system with ready access by the occupant. 2. Whole -house mechanical ventilation system shall be provided with controls that enable manual override off of the system by the occupant during periods of poor outdoor air quality. Controls shall include permanent text or a symbol indicating their function. Recommended control permanent labeling to include text similar to the following: "Leave on unless outdoor air quality is very poor." Manual controls shall be readily accessible by the occupant. 3. Whole house ventilation systems shall be configured to operate continuously except where intermittent off controls and sizing are provided per Section M 1505.4.3.2. M1505.4.3 Mechanical ventilation rate. The whole -house mechanical ventilation system shall provide outdoor air at a continuous rate as determined in accordance with Table M1505.4.3(1) or Equation 15-1. TABLE 1505.4.3 (1) WHOLE HOUSE MECHANICAL VENTILATION AIRFLOW RATES FLOOR AREA BEDROOMS* (SQ. FT.) 0-1 2 3 4 5 OR MORE < 500 30 30 35 45 50 501-1000 30 35 40 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 75 3001-3500 50 60 65 75 80 3501-4000 55 65 70 80 85 4001-4500 60 70 75 85 90 4501-5000 65 75 80 90 95 TABLE 1505.4.3(3) INTERMITTENT OFF WHOLE HOUSE MECHANICAL VENTILATION RATE FACTORS (a,b) RUN-TIME % IN EACH 4-HOUR SEGMENT 50% 66% 75% 100% FACTOR 2 1.5 1.3 1.0 THIS PLAN USES AN INTERMITTENT WHOLE HOUSE VENTILATION SYSTEM WITH TIMER(s). TOTAL HEATED FLOOR AREA (NEW ADDITION + REMODEL) = 2327 SQ. FT. BEDROOMS = 3 WHOLE HOUSE VENTILATION SIZE = 55 CFM X 2 (50% PER 4-HOUR) = 110 TOTAL CFM FAN(s) SIZE. INTEGRATED FURNACE OUTSIDE AIR INTAKE WITH EXHAUST FANS AS NOTED IN PLAN. MULTIPLE WHOLE HOUSE VENTILATION FANS TO BE INTERCONNECTED TO OPERATE SIMULTANEOUSLY. 2018 WASHINGTON STATE ENERGY CODE MISC. ENERGY CODE NOTES A permanent certificate shall be completed and posted on or within three feet of the electrical distribution panel by the builder or registered design professional. The certificate shall be completed by the builder or registered design professional and shall not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, below -grade wall, and/or floor) and ducts outside conditioned spaces; U-factors for fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results from any required duct system and building envelope air leakage testing done on the building. Where there is more than one value for each component, the certificate shall list the value covering the largest area. The certificate shall list the types and efficiencies of heating, cooling and service water heating equipment. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals).Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Where the primary heating system is a forced -air furnace, at least one thermostat per dwelling unit shall be capable of controlling the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. ALL DUCTWORK SHALL BE SEALED AND TESTED PER R403.2.2 WINDOW AND DOOR HEADERS SHALL BE INSULATED WITH R-10 RIGID INSULATION EXCEPT IN SITUATIONS WHERE STRUCTURAL BEAM SIZE REQUIREMENTS OVERRIDE. ALL APPLIANCES SHALL BE U.L. LISTED. WHOLE HOUSE FANS Whole house ventilation fans shall be installed so as to run simultaniously. EXHAUSTFANS Exhaust fans to terminate at building exterior with clearances per IRC M1504.3 (min. 3 ft to openings) and for clothes dryer vent terminations to be per M1502.3 (3 ft to bldg. openings). ALL FENESTRATION SHALL BE NFRC CERTIFIED. 2x6 TOP PLATES i.W.B. ,ID R-10 INSULATION kLLED 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" FENENSTRATION CALCULATIONS (NEW ADDITION) VERTICAL GLAZING 320 SF LESS EXEMPT GLAZING -00 SF GLAZED DOORS PLUS OTHER EXTERIOR DOORS 91 SF TOTAL FENESTRATION: 411 SF NOTE: SEE SHEET A6 FOR ADDITIONAL INSULATION LOCATIONS AND DETAILS, ENERGY CREDITS 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 Prescriptive compliance is based on Table R402.1.1 with the 0.5 OPTION 1.3 following modifications: Vertical fenestration U = 0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab ENERGY 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 Air -source centrally ducted heat pump with minimum HSPF of 1.0 OPTION 3.2 9.5. TOTAL CREDITS 3.0 PRESCRIPTIVE ENERGY CODE COMPLIANCE (FOR NEW ADDITION) 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 MACHUGA ADDITION JEN AND STEVE MACHUGA 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 J �,�✓,(// //J{-vim I Date 103/06/2024 11 All Climate Zones (Table R402.1.1) R-Valuea U-Factors Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC bje n/a n/a Ceiling a 49 0.026 Wood Frame Wall g•h 21 int 0.056 Floor 30 0.029 Below Grade Wall •h 10/15/21 int+TB 0.042 Slab d•' R-Value & Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. "10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the basement wall. "10/15/21 +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. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed 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 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 Fuel Normalization Descriptions Credits - select ONE User Notes Options heating option 1 Combustion heating minimum NAECAb 0.0 ❑ 2 Heat pump` 1.0 0 3 Electric resistance heat only - furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 ❑ 5 All other heating systems -1.0 ❑ Energy Options P Energy Credit Option Descriptions Efficient Building Envelope Credits - select ONE energy option from each category 1.1 0.5 1.0 0.5 ❑ ❑ 0 1.2 Efficient Building Envelope 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 U 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 LJ Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.1' High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 3.3' High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ 3.6a High Efficiency HVAC Li 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 (FOR NEW ADDITION) simple rleating sysiem size: vvasningion siaie 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 MACHUGA ADDITION TO EXISTING HOUSE JEN & STEVEN MACHUGA 21227 96th Ave. W., Edmonds, WA 98020 Heating System Type: All other systems Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions Design Temperature Difference (AT) 46 Seattle: Sea-Tac AP \T = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 1,281 Average CeilingHeight 9 Conditioned Volume Instructions Average Ceiling Height (ft) 9.0 11,529 Glazing and Doors U-Factor X Area = UA Instructions u-o.28 . I 0.280 411 115.08 Skylights Instructions Insulation Attic U-Factor X Area = UA 0.50 12 6.00 U-Factor X Area = UA Instructions LR-49 0.026 1,319 34.29 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions yNoVaulted Ceilings inthis projea--- Above Grade Walls (see Figure 1) U-Factor X Area UA Instructions NR-211ntennediate �� 0.056 1,506 84.34 Floors U-Factor X Area UA Instructions 0.025 1,319 32.98 R-38 � Below Grade Walls see Figure 1 ( g ) U Factor X Area UA Instructions INNoBelowGradeWallsinthisProject- I 0.028 Slab Below Grade (see Figure 1) F-Factor X Length UA InstructionsIs � 0.303 0� --- No Slab Below Grade in this project. Slab on Grade (see Figure 1) F-Factor X Length UA Instructions `No Slab Grade in on this project. J Location of Ducts Instructions Duct Leakage Coefficient Conditioned Space 1.00 Sum of UA 272.69 Envelope Heat Load 12,544 Btu / Hour Figure 1. Sum ofUAxAT Air Leakage Heat Load 5,728 Btu / Hour Volume x 0.6 x AT x 0.018 Above Grade Building Design Heat Load 18,271 Btu / Hour Air leakage + envelope heat loss . Building and Duct Heat Load 18,271 Btu / Hour Ducts in unconditioned space: sum of buildinq heat loss x 1.10 Ducts in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 22,839 Btu / Hour Building and duct heat loss x 1.40 for forced air furnace Building and duct heat loss x 1.25 for heat pump 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington MEMESingle Family- New & Additions (effective February 1, 2021) Summary of Table R406.2 (cont.) Energy Options Energy Credit Option Descriptions (cont.) Efficient Water Heating Efficient Water Heating Credits - select ONE energy option from each cate o d User Notes 5.1d 0.5 ❑ 5.2 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating 2.5 ❑ 6.1e Renewable Electric Energy (3 credits max) 1.0 Q 7.1 Appliance Package 0.5 ❑ 1 Total Credits I 3.0 liCalculate Total l I Clear Form I a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category S. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Please print only pages 1 through 3 of this worksheet for submission to your building official. Prescriptive Path - Single Family 2018 Washington State Energy Code-R 3 (0710V13) U Z co �00 M Z Q E Q � o Y = or C w Lo °' �-0 Ocm "�9) J U 2.� co cc IR Z co O,C W X E Ilm Ox m W Co o W 2 rr E O U .A ql O U y N L d '° O O Z Tmm,.L N C J N L N Q N y° OJ J_ OZ dK�O-�°O OaN Oom-mN sUcEN OcoyN . reci� O U y W�<yN E y EaN_0�2 U "-y UJ oo uJ F a ° '-2 a °-,m 05 o Z:OE ° 0 W V Z o N W CDroo a Z Z w W Q tri W z 1U < W)W w O Q \ Ce W CL Z W 2 �o O� N N U Q N rn a� is 0 c 0 0 z PROJECT NO. 231101 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL PERMIT SET SHEET NO. RES U B May 24 2024 CITY OF EDMONDS ARTMENT A2DWilakiQlPMENT SERVICE PRINT DATE 3/6/2024 2:18:34 PM Max. Height 355' - 2 1 /2" 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 NEW GARAGE ADDITION 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 TOP 0_F NEW ROOF FROM THE NOSING OF THE TREADS. INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES SHALL BE `OP — — — — SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH. THE TRIANGLE OPENINGS FORMED BY THE 347' - 2" 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 E6 AT TOP AND BOTTOM OF EACH STAIRWAY. E4 co 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 NEW ADDI ON PLATE MIN. OF 4" IN HEIGHT WITH A MIN. STROKE WIDTH OF 1/2". (R319.1) �J 340' - 8 1/16" DrainEdge Strip �''���°' WeatherSeal trowel -applied membrane Step flashing taped and sealed Kick -out flashing I Kick -out and fascia ;., taped and sealed Shingles Wall sheathing KICKOUT FLASHING DETAIL- 1 ELEVATION KEYNOTES DESCRIPTION/ITEM E2 ROOFING: 30 YEAR RANDOM CUT ARCHITECTURAL COMPOSITION ROOFING. (IF PITCH IS 3:12 OR LESS, INSTALL ROOFING OVER ICE AND WATER SHEILD.) E4 ROOFING: STANDING SEAM METAL ROOFING. COLOR AND STYLE PER OWNER SPECIFICATIONS E5 GUTTERS: CONTINUOUS ALUMINUM GUTTER ON 5/4x6 FASCIA E6 SIDING: BOARD AND BATTON: 1x3 BATTONS @ 16" O.C. ON HARDI-BOARD OR EQUIV. SMOOTH FACED BOARDS E13 SIDING: 8" EXPOSURE HORIZONTAL BEVEL CEMENT BOARD SIDING WHERE INDICATED. MANUF. & COLOR PER BUILDER SPECS. E16 SIDING: HARDI PANEL SHEET SIDING WITH E-Z TRIM CHANNELS E20 TRIM: 5/4x4 CEDAR OR WHITE WOOD TRIM PER BUILDER SPECIFICATIONS. E27 CORNERS: SLIMLINE METAL CORNER TRIM. E32 TEMPERED GLASS WINDOW E41 KNEE BRACE - STRUCTURAL PER STRUCTURAL PLANS E52 5/4" CEDAR OR WHITE WOOD WRAPS o/ STRUCTURAL POST PER PLAN E63 6" MINIMUM CLEARANCE ABOVE FINISHED GRADE OR PROVIDE TREATED MATERIAL IRC 317.1. E66 CONCRETE LANDING AND STEPS PER IRC. E77 SKYLIGHT: TEMPERED GLASS PER SCHEDULE E81 E84 GARAGE DOOR: INSULATED STEEL OVERHEAD GARAGE DOOR V Z N Z Q� CL Y= m ulau, U J� M Cfl � W � E LU —Am O - FIELD VERIFY ROOF W In PITCH TO MATCH EXISTING = ROOF E2 ~ NEW PORCH ADDITION E6 U ski LO � i% + E20 - N I�G GGGG FIR T FLOOR PLATE 2 15/16" 339' - D13 - ���� 17 5 7 6 O Z L(/7NN3J"NETn�`NCD N 'go `o 16 n L"a m L vNi aci `oo��tUEav,E � =�Q aa�"ow ticc�"o`o�oo O a N- l] C d N A0NN01 N� y O Cp E63 )66 i E6 EijiE �~ w N >, y D)C C C yU �O U - FIRST_FLOOR ��2_ -_ 11 11 I I 11 E32 E81 _FIRST FLOOR PLATE 339' - 2 15/16" 29 E13 D1 E27 FIREPLACE E63 FIRST FLOOR 331' - 6 15/16" E66 —III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III II �S�OUTH ELEVATION CID NEW ADDITION TO BACK OF EXISTING HOUSE 31 TOP OF NEW ROOF 347 E77 5't12, E2 0LID 4 E6 Ego NEW ADDITION PLATE — — — — — - — - — — — — — — — 340' - 8 1/16" 0o E 16 � 13 E52 22 rn O� 1 ID L is E Ljlk OP OF NEW ROOF 347' - 2" E2 FIELD VERIFY ROOF PITCH TO MATCH EXISTING ROOF 32 in E2 E6 NEW ADDITION PLATE V 340' - 8 1/16" E5 E1 10 9 24 4 N. E63 HEAT PUMP. M FIRST FLOOR 331' - 6 15/16" EAST ELEVATION 5 1 /4" = 1'-0" E32 339' - 2 15/16" _ FIRST FLOOR 331' - 6 15/16" I W U Z o N W 00 o a � N z z w W Q v7 W ` Z n w F wa oN W O 0 Q W z W T x ■i F 10 o� V N N Nca 0 a a� N 0 0 .N 0 z UB PROJECT NO. 231101 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL PERMIT SET SHEET NO. RES May 24 2024 CITY OF EDMONDS D PMENT SERVICE PARTMENT PRINT DATE 5/24/2024 9:21:41 AM 0 a a� N 0 0 .N 0 z UB PROJECT NO. 231101 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL PERMIT SET SHEET NO. RES May 24 2024 CITY OF EDMONDS D PMENT SERVICE PARTMENT PRINT DATE 5/24/2024 9:21:41 AM PROJECT NO. 231101 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL PERMIT SET SHEET NO. RES May 24 2024 CITY OF EDMONDS D PMENT SERVICE PARTMENT PRINT DATE 5/24/2024 9:21:41 AM 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 apron, and seal house wrap at jambs and head using sealant (beneath the house wrap) or construction tape. SILL FLASHING NOTE: 1) INSTALL BENJAMIN OBDYKE 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 BELOW DRAWING FOR INSTALLATION 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° slope HEAD FLASHING NOTE: Flashing AT WINDOW HEAD METAL DRIP tape FLASHING : INSTALL METAL HEAD overtop FLASHING @ WINDOWS & EXTERIOR flangew DOORS PER THE DETAIL BELOW. 1/4-in. gap beneath siding Head trim Flashing tape over side window flange WINDOW FLASHING 1 /4" = V-0" 0 5 KITCHEN VIEW � TOP OF NEW ROOF 3�47'-2" C! FRONT PERSPECTIVE REAR PERSPECTIVE 2 WEST ELEVATION. 1/4" = 1'-0" NEW ADDITION PLATE � 340' - 8 1/16" V FIRST FLOOR PLATE � 339' - 2 15/16" V FIRST FLOOR 331' - 6 15/16" U z N W O CO z a E Q � U CL Y= m ulau, U J� M Cfl z ooN W 0 a) W op 0 W n H E O u C i. + „ :i J di i Z a N N C D N Z- C T a N a m C.0 O L F O p T j L U E N N C =2,Q aa�-o ,r ccm�..o�-'oq O J N 0I QCp O O- N N O D N U 0 Q E U �' N C N w L ` l0 QUp�pJJ E p Np a W O E N N N O n N d C N N O U 0 W U w V 0 o c c= 3 c 6 N UJJHcma015 mO moo = O m 8 v E. 0 r, c L r Za_N @ ID o�E@d W U z W D C00 01 0 � N 0 Z W w Q W v z 0 wa "' LU oN W Q O fl- W z Z W 2 C N N Q " 0 a a� Cn (N Cn m 0 _ 0 .N d Z PROJECT NO. 231101 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL PERMIT SET SHEET NO. RESUB May 24 2024 CITY OF EDMONDS DEVEAWMENT SERVICE PARTMENT PRINT DATE 3/6/2024 2:20:07 PM Al GARAGE DOOR: PROVIDE 1 3/8" SOLID CORE OR 20 MIN. FIRE RATED RATED DOOR BETWEEN HOUSE AND GARAGE. DOOR TO BE EQUIPPED WITH ASELF-CLOSING DEVICE. (R302.5.1) A2 LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT EACH SIDE OF EACH EXTERIOR DOOR. LANDING OR FLOOR SHALL BE A MAX. 1.5" LOWER THAN THE TOP OF THE THRESHOLD; 7 3/4" IS PERMITTED AT EXTERIOR DOORS THAT DO NOT SWING OVER THE LANDING. MAX. LANDING SLOPE IS 1/4:12. (R311.3.1 & 311.3.2) A3 GARAGE WALL: SEPARATION FROM GARAGE AND RESIDENCE SHALL HAVE 1/2" GYPSUM BOARD APPLIED TO GARAGE SIDE. A 5/8" TYPE "X" GWB OR EQUIV. IS REQUIRED BETWEEN THE GARAGE AND HABITABLE SPACE ABOVE THE GARAGE. (R302.6 & TABLE 302.6) A4 COOKING APPLIANCES: HOUSHOLD COOKING APPLIANCES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH MANUF. SPECS. RANGE HOOD SHALL HAVE LIGHT & 100 CFM MIN. EXHAUST FAN AND BE VENTED TO OUTSIDE WALL. EXAHUST HOOD SYSTEMS IN EXCESS OF 400 CFM SHALL BE PROVIDED WITH MAKE UP AIR IN THE AMOUNT EQUIV. TO THE EXHAUST RATE. (M1503) A5 CRAWLSPACE OPENING: MIN. 18"x24" THROUGH THE FLOOR OR MIN. 16"x24" THROUGH THE PERIMETER WALL. (R408.4) A8 EGRESS WINDOWS: OPENINGS ARE REQUIRED FOR ALL SLEEPING ROOMS AND BASEMENTS. BOTTOM OF CLEAR OPENING IS NOT TO EXCEED 44" ABOVE FLOOR. OPENABLE AREA IS 5.7 SQ. FT. NET CLEAR MIN. EXCEPT 5.0 SQ. FT. IS ALLOWED FOR AN OPENING WITHIN 44" OF FINISHED GRADE. (R310.1) A9 DIRECT VENT ZERO CLEARANCE GAS FIREPLACE SHALL BE INSTALLED PER MANUFACTURER SPECIFICATIONS AND IN STRICT ACCORDANCE W/ LOCAL BUILDING CODES. MUST BE U.L. LISTED. (M1303/ G2427.2.1) A10 DRYER: VENT TO OUTSIDE AND PER MANUFACTURER SPECICATIONS. DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH AND CONSTRUCTED OF METAL. MAX. DUCT LENGTH PER TABLE Ml502.4.4.1 OR Ml502.4.4.2. (M1502) A11 TYPICAL EXTERIOR WALL: SIDING o/ INFILTRATION BARRIER o/ EXTERIOR SHEATHING PER STRUCTURAL PLANS o/ 2X6 STUDS @ 16" O.C. w/ R-21 BATT INSULATION AND 1/2" MIN. GWB AT INSIDE FACE w/ P.V.A. PRIMER. Al2 PILOTS, BURNERS, & SWITCHES TO BE 18" MIN. ABOVE FLOOR. ALL APPLIANCES TO BE U.L. RATED. DUCTS IN GARAGE AND THOSE PENETRATING THE WALLS OR CEILINGS SEPARATING THE GARAGE FROM THE DWELLING SHALL BE 26 GA. SHEET STEEL AND SHALL HAVE NO OPENINGS IN THE GARAGE. WATER HEATERS SHALL BE ANCHORED AGAINST MOVEMENT AND OVERTURNING IN ACCORDANCE WITH M1307.2. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. A13 FUEL FIRED APPLIANCES: WHERE THE VOLUME OF THE SPACE IN WHICH THE APPLIANCE IS LOCATED IS GREATER THAN 50 CU. FT. PER 1000 BTU/H THEN NO VENTILATION IS REQUIRED. IF LESS, PROVIDE VENTILATION IN ACCORDANCE WITH G2407.5. A14 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. A15 SKYLIGHT(S): TEMPERED GLASS. (R308.6) SKYLIGHTS SHALL BE LABELED AND TESTED PER REQUIREMENTS OF R308.6.9 A17 CLOSET ROD w/ VINYL COATED WIRE SHELF A18 CLOSET SHELVING AND DRAWER ORGANIZERS PER BUILDER SPECS. A19 TEMP. GLASS DOOR A20 TEMP. GLASS WINDOW A24 FIBERGLASS TUB w/ TILE SURROUND AND CURTAIN OR TEMP. GLASS DOOR PER BUILDER SPECIFCATIONS. A25 PANTRY SHELVING: PROVIDE (5) MELAMINE OR EQUIV. 16" DEEP SHELVES PER BUILDER SPECIFICATIONS. A28 HYDROBLOK OR EQUIV. SHOWER PAN w/ TILE SURROUND. PROVIDE TEMP. GLASS DOOR AND ENCLOSURE. CENTER OR CONCEALED FLOOR DRAIN PER BUILDER/OWNER SPECS. A29 TEMPERED GLASS SHOWER DOOR AND ENCLOSURE. A34 HEAT SENSOR AT GARAGE. INTERCONNECTED TO SMOKE DETECTORS PER R314.2.3. WALL LEGEND n W e C FBI E F W 1 W 411 65' - 4 3/8" 11'-01/8" 16'-73/8"- •9'-37/16" 11'-111/2" 15'-0" EXTERIOR SIDING PER ELEVATIONS o/ V.B. o/ EXTERIOR SIDING PER ELEVATIONS o/ V.B. o/ SHEATHING PER STRUCTURAL PLANS o/ 2x6 STUDS SHEATHING PER STRUCTURAL PLANS o/ 2x6 STUDS w/ 2'- 9 1/2" 2' - 8 9/16" ' - 8 9/16" 2'- 9 1/2" 2' - 7 . - ' - 3'- 6 11/16",_ 2' - 6" 6' - 2" 1' - 6" w/ R-21 BATT INSULATION AND 1/2" GWB ON INTERIOR 1/2" GWB ON INTERIOR FACE. NO INSULATION ALTERATION: EXISTING 2x4 WALL FACE. W5 CAVITY TO BE FILLED TO R-15. - 12 - 0 7 W2 0 6 5 � , 2x4 INTERIOR WALL w/ 1/2" GWB EACH SIDE OF 2x4 GARAGE TO HOUSE SEPARATION: 2x6 STUDS @ 16" _ _ _ _ -'5' -0 2' -10 3/16" - STUDS @ 16" O.C. O.C. w/ R-21 BATT INSULATION AND 1/2" GWB EACH SIDE. EXISTING INTERIOR WALLS TO REMAIN IN PLACE. __ P TIC 2x INTERIOR WALL w 1/2" GWB EACH SIDE F 2x4 6 0 // G C S 0 STUDS @ 16" O.C. -EXISTING,"- ' 19 _ - _ EXISTING WALLS TO BE REMOVED o w ; "I WINDOW SCHEDULE M. NO. WIDTH HEIGHT AREA WINDOW TYPE U-VALUE COMMENTS FIRST FLOOR 1 6'- 0" 5'- 0" 30 SF Window -Sliding -Double 0.28 2 2'- 8" 5'- 6" 15 SF Window -Fixed 0.28 3 2'- 0" 5'- 0" 10 SF Window -Fixed 0.28 4 2'- 0" 5'- 0" 10 SF Window -Fixed 0.28 5 2'- 0" 5'- 0" 10 SF Window -Fixed 0.28 6 2' - 0" 5' - 0" 10 SF Window -Fixed 0.28 7 T - 0" 5' - 0" 15 SF Window -Casement -Single 0.28 8 6'- 0" 5' - 0" 30 SF Window -Sliding -Double 0.28 9 6'- 0" 5' - 0" 30 SF Window -Sliding -Double 0.28 10 6'- 0" 5'- 0" 30 SF Window -Sliding -Double 0.28 11 6'- 0" 5'- 0" 30 SF Window -Sliding -Double 0.28 12 T - 0" 5'- 0" 15 SF Window -Fixed 0.28 13 6'- 0" T - 6" 21 SF Window -Sliding -Double 0.28 17 6' - 0" 5' - 0" 30 SF Window -Sliding -Double 0.28 18 T - 0" 2' - 0" 6 SF Window -Fixed 0.28 19 T - 0" 2' - 0" 6 SF Window -Fixed 0.28 20 T - 0" 2'-0" 6 SF Window -Fixed 0.28 21 5'- 0" 5'- 0" 25 SF Window -Sliding -Double 0.28 22 T - 0" 5'- 0" 15 SF Window -Fixed 0.28 23 2'- 8" 5'- 6" 15 SF Window -Fixed 0.28 Tempered glass 24 6'- 0" 15'- 0" 30 SF Window -Sliding -Double 0.28 29 2'- 0" 4' - 0" 8 SF SINGLE HUNG 0.28 Tempered glass 30 1' - 3" 6' - 6" 8 SF Window -Fixed 0.28 Tempered glass FIRST FLOOR PLATE 32 2' - 0" T - 0" 6 SF Skylight 0.50 NEW ADDITION PLATE 31 2' - 0" T - 0" 6 SF Skylight 0.50 Grand total 416 SF DOOR SCHEDULE SYM. NO. WIDTH HEIGHT DOOR TYPE COMMENTS FIRST FLOOR D1 6' - 0" 6'- 8" SLIDING GLASS PATIO (TEMP.) D2 12' - 0" T - 0" OVERHEAD GARAGE DOOR D3 2'-6" 6' - 8" SINGLE PANEL D6 2'-8" 6' - 8" SINGLE PANEL D7 2'- 6" 6' - 8" SINGLE PANEL D8 2'- 6" 6'- 8" SINGLE PANEL D9 T - 0" 6'- 8" SINGLE PANEL D10 2'-4" 6' - 8" SINGLE PANEL D11 2'-6" 6' - 8" SINGLE PANEL D13 3' - 0" 6' - 8" SINGLE ENTRY - CONTEMPORARY (TEMP.) TEMP. GLASS (U=0.28) D14 5' - 0" 6' - 8" BI-PASS CLOSET DOOR Sliding closet door D16 5'- 0" 6' - 8" BI-PASS CLOSET DOOR Sliding closet door D17 2'-4" 6' - 8" SINGLE PANEL D18 2' - 6" 6'- 8" SINGLE POCKET Pocket door D20 T - 0" 6' - 8" SINGLE PANEL D21 3' - 0" 6'- 8" SINGLE STORE DOOR (TEMP.) TEMP. GLASS (U=0.28) D23 T - 0" 6' - 8" SINGLE PANEL D24 2'-8" 6' - 8" SINGLE PANEL D25 2'-6" 6' - 8" SINGLE PANEL zo 24 ° "' EXISTING PATIO AREA TO REMAIN. 1 is SEE SITE PLAN. o AQ 4IN6 R1 OPTIONAL co TEMP. TEMP. GL. -- REMOVE PORTION zo LO Zo 30 OF FOOTING AND SKYLIGHTFOUNDATION AT OLD HOUSE FOR NEW GARAGE. o LEVEL OUT J'. A19 F -� - - - 'v z l FLOOR 17• co TO MATCH w A8 II EXISTING. 2- 8„� I D2 10'- 5 1 /8" r Cl) \ IENTRY I EXER I I II PANTR - o - I (.0 C S z II to - li�, �­ �- - I I IF- D 17 I I A25 N a I w 1 � I = _ 01 Q I I SITTING D3 LU �� I IX Cl) Cl) - - - 3 - 0 3/4 _I - - -T - 7 7/8" 4' - 11 1 /2" - - - 5, - 0„ � fh � I IL -77 ALTERATION: I I I - - - - L - - �1 I I I J----- - ---- - - EXISTING 2x4 WALL - - - - S.D.s D FLAT CEILING - - - VAULTED CEILING - - - - - INSULATED TO CAPACITY - - - - w/MIN. R-15 _ BATT INSULATION. jj I I - ----- - J I Q o ;jjsil�, A10 OOH R DRY'R I IR GE REMOVEF.P. AND CHIMNEY I F _ - Lu oe�n,>-_ �� I r LAUNDRY I V.T.O. I I I I = 1' - 6" - I A3 HEAT SENSOR `n10 ,, II LJ I III 11 4-0 A34 KITCHEN 1 LO LIVI ROOM I1 1 1 A2 I I 1 CABINET DESIGN Al2 BY OTHERS. n - (2) SIDED GAS A9 _ - - I i I FIREPLACE o0 D.W. I I (UL LISTED) I I i I I pg II Al A3 GAS O I I I I I I I FURN. HOT WATER N - - SYSTEM `� - - _ D1 LINEN 120 CFM CABINET DESK II N V.T.O. ' A19,-�7�IT� / WH LE HO SE N 1 SKYLIGHT FAN /T ER EXISTING 2x4 WALLS_ I (TEMP. GL) A17 D14 TO BE FILLED TO CAPACITY_ A2 A� " _ = O A15 D18 -TIMER WITH MIN. R 15 BATT INSULATION, N BATH CONTROL 9 1/2 5' - 2 1/2'. EXISTING ATTIC ACCES - A20 _ J _.00 , _ IN PATIO TO EXISTING AREA. _ N A24 14' 16" 3, 0 4 0„ 6, 0"' 9, 0„ - �r' 0, 5 -1 15/ - - - - - CV - - - - - -" - 5'-0" o 0 o A8 BEDROOM PATIO EXISTING _ - - -- 5 91/2 5 81/2 I N A19 DO ATTIC ACCESS PER BUILDER 1 co D21 C.O.CO (SEE NOTE) M S.D. S.D�. 7 FLOOR PLAN KEYNOTES 3 M 1 1 o OFFICE 20 NO. DESCRIPTION/ITEM A6 , - 12'-0" O N M S.D. FIRST FLOOR 1/4" = 1'-0" 0' 2' 4' 8' 16' �I ■ 1, ■ SHOWER NOTE: PROVIDE EV READY CHARGING AREA: Level II or Level III electric vehicle charging receptacle outlet or termination point, including conduit and wiring and the electrical service capacity necessary to serve the receptacle, that allows for future installation of an electrical vehicle charging station. HSPF 9.5 heat pump. �Al2 Sim / HEATED ELECTRIC A29 PAD UNDER TILE D25 FLOOR. BATH 12 A8 _ eO 12'-0" "' N LI11 NEN CAB. T.O MUM 2 - - 11 29 A20 T - 5 1 /2" 1' -11 1/2" , 12'-9" 12'-51/2" 25' - 2 1/2" V z N 00 C> z ¢ E CL Lu a u, 13) O U J� @ M c, z oC)N W o °E' W op J O W a H i O + 01 Moil 1i O z5.° d N N C D Z J w CO C O L r L tO L N O cram c�:. _otF `o 5' �LU E y E 20Q na�-o ccm� o�doq O J N OIQCQ O O- N N O D= � N` C� U 0 N 8 i-N C N w L` c U E N aw�aEdyaon da 0 F. 2' yoc pW�V o cUopcc_3 a,N UJJHcm51.:6 a0 mU moo = O m v E w m t c F- Za_y LU 0 a a� N to 0 0 .N F�o PROJECT NO. 231101 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL PERMIT SET SHEET NO. RES EXISTING SHEATHING AND ROOFING 7" SPRAYTITE OR EQUIV. CLOSED -CELL INSULATION (R-6.7 PER 1") I 2x4 ADDED TO BOTTOM OF EXISTING RAFTERS NEW PLATE EXISTING RAFTERS EXISTING PLATE i i EXISTING SOFFIT AND FASCIA I 3" SPRAYTITE OR EQUIV. CLOSED -CELL INSULATION (R-6.7 PER 1") EXISTING 2x4 WALL 3/4" T&G PRESSURE TREATED PLY OR EQUIV. SUB -FLOOR GLUED & NAILED TO P.T. FLOOR JOISTS. R-38 BATT INSULATION IN FLOOR CAVITY SOLIDED BLOCKING EXISTING FLOOR I LEDGER AND HANGER PER ENGINEERING DETAIL 2x4 P.T. PONY WALL @16" O.C. EXISTING CONCRETE SLAB I I 12 12 515 III III I DINING RM. SOLID BLOCKING INSTALL PRESSURE TREATED PLY AT INSIDE FACE OF EXIST. WALL IN CRAWLSPACE AREA. P.T. PLATES. FIELD VERIFY AND LEVEL FLOOR ABOVE AS NEEDED. 1 BUILDING A6) SCALE: 1/2" = 1'-0" NEW PL EXISTIN EXISTIN d n d I SECTION INSTALL CRAAWLSPACE VENTS AT 6' O.C. EACH SIDE FOR CROSS VENTILATION WHERE ROOFING PER ELEVATIONS o/ 30# FELT o/ SHEATHING AND FRAMING MEMBERS PER STRUCTURAL R-49 BATT OR BLOWN INSUL. THROUGHOUT ATTIC AREA 1" AIR SPACE RIPPED BLOCKS w/ (3) 2" dia. HOLES OR (3) 1" "V" NOTCH w/ WIRE SCREEN BETWEEN EACH FRAMING MEMBER (2) 2x6 TOP PLATES SUB -FASCIA PER ELEVATIONS FASCIA BOARD PER ELEVATIONS ►�l�l�i�l�l�lI -4 r 25'-2%" ATTIC SOFFIT PER ELEVATION w/ 2" CON'T VENT STRIP I EXISTING PLA — — — — — — — FRAMING MEMBER ATTACHED TO I TOP PLATES PER STRUCTURAL I Y2" GYPSUM CEILING BOARD I SIDING PER ELEVATION o/ APPROVED WATER INFILTRATION BARRIER o/ SHEATHING PER j STRUCTURAL. PRIMARY SUITE R-21 BATT INSULATION (IN FULL WALL CAVITY) 2x6 STUDS @16" O.C. (U.N.O. IN STRUCTURAL) %" GYPSUM WALL BOARD M APPROVED P.V.A. VAPOR RETARDER 3/4" T&G PLY OR EQUIV. SUB -FLOOR GLUED & NAILED TO FLOOR JOISTS PER STRUCTURAL. I I CAULKING/ SEALANT BEAD AT FLOOR PERIMETER 2x6 BASE PLATE R-38 BATT INSULATION IN FLOOR CAVITY I EXISTING _ n RIM JOIST PER STRUCTURAL 111((( 111((( I I P.T. 2x6 MUD SILL w/ ANCHOR BOLTS PER _ SHEAR WALL SCHEDULE. �\ F 4" TIGHTLINE DRAIN WHERE REQ'D. FOUNDATION WALL SIZE AND z REINFORCING PER STRUCTURAL. zo 4" PERF. FT'G DRAIN.WRAP IN FILTER FABRIC w/ GRAVEL OVER. ,Q d ° 6 MIL BLACK V. FOOTING SIZE AND REINFORCING PER STRUCTURAL. F I 12 I 1 15 I I I I I I I I I I II I i I I I I I I l I I l i CLOSET BEDROOM 3 I I I I I l I I l I I I I I I I I l I I l I I I' I I I I 7; CRAWLSPACE a I I d I 4 , -1 6 MIL BLACK V.B. ° 17 I I I BUILDING SECTION A6/ SCALE: 1/2" = 1'-0" 3 BUILDING SECTION A6 SCALE: ,z=Vo V Z Z CL L O U Z W W W H E 4 �y � C ' II N CC L�� •■ > y mco oQ_o�ocUmo t`�aamyoaciaa . �amo�moLHocT�yU�N�o �U �8 Z O Q N_ m c l6 E N O) N tll O c a ww E ON Op 0OPu0 °NEo�C aOUUUo= LLJ zH E d0O 2 N O P �d�8 mm Emo W u Z o N o W Go 0. r I z Z L JJ w Q n W Z w F_ o� N w W � Q O W z z W F 1O O� VN Q N m c 0 N Of 0 z PROJECT NO. 231 101 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL PRELIMINARY PLAN SHEET NO. RESU May 24 202 OFEDMONDS PMENT SERVIC PARTMENT PRINT DATE 3/6/2024 7:39 AM ABBREVIATIONS GENERAL STRUCTURAL NOTES A. DESIGN CRITERIA & LOADS 1. GOVERNING BUILDING CODE 2018 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS. 2. RISK CATEGORY............................................................................................................................................... II 3. CONSTRUCTION LOADS CONSTRUCTION LOADS (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT 4. LIVE LOADS ROOF................................................................................................................................................. 20 PSF FLOOR................................................................................................................................................ 40 PSF SNOW LOADS GROUNDSNOW LOAD...................................................................................................................... 25 PSF FLAT ROOF SNOW LOAD............................................................................................................... 17.5 PSF IMPORTANCEFACTOR.............................................................................................................................1.0 SNOWEXPOSURE FACTOR, Ce..............................................................................................................1.0 THERMALFACTOR Ct...............................................................................................................................1.0 MINIMUM ROOF SNOW LOAD.......................................................................................................... 25 PSF 5. WIND LOADS ASCE 7-10 CHAPTER 28, PART 2 -ENVELOPE PROCEDURE BASIC WIND SPEED....................................................................................................110 MPH (ULTIMATE) EXPOSURE...................................................................................................................................................B 6. SEISMIC LOADS - ASCE 7-10 CHAPTER 12, EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCEFACTOR.............................................................................................................................1.0 SS.................................................................................................................................................1.281 g Si.................................................................................................................................................0.450 g SIDS.................................................................................................................................................0.854 g SD1.................................................................................................................................................0.555 g SITECLASS................................................................................................................................................. D SEISMIC DESIGN CATEGORY.................................................................................................................... D BASIC SEISMIC FORCE RESISTING SYSTEM - LIGHT FRAMED WOOD WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE DESIGNBASE SHEAR..........................................................................................................6270 LBS (ASD) CS..................................................................................................................................................0,1314 7. DEFLECTIONS ROOFTOTAL LOAD.............................................................................................................................. L/240 ROOFLIVE LOAD.................................................................................................................................. L/360 FLOORTOTAL LOAD............................................................................................................................. L/360 FLOORLIVE LOAD................................................................................................................................ L/480 B. GENERAL NOTES 1. NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL STRUCTURAL NOTES. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK. ALL UNDERGROUND UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO EXCAVATION. THE ARCHITECT AND FOR SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 3. COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. DO NOT SCALE STRUCTURAL DRAWINGS. 4. REFERENCE THE ARCHITECTURAL DRAWINGS FOR OPENINGS, INTERIOR AND EXTERIOR NON -BEARING WALLS, CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, FINISHES, STAIRS, AND DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 5. MEANS, METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERTY 6. THE CONTRACT DRAWINGS REPRESENT THE STRUCTURE IN ITS FINISHED STATE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND VISITORS DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO BRACING, SHORING, AND SAFETY STANDARDS SUCH AS OSHA AND WSHA. A VISIT TO THE SITE BY THE FOR SHALL NOT INCLUDE REVIEW OF THESE ITEMS. 7. OPENINGS, NOTCHES, HOLES, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 8. PRODUCTS SPECIFIED IN THESE DRAWINGS ARE USED AS THE BASIS OF DESIGN FOR THE PROJECT SUBSTITUTIONS MAY BE SUBMITTED TO THE FOR FOR REVIEW. SUBSTITUTION REQUESTS MUST CONTAIN A CURRENT ICC-ESR OR IAPMO-ER REPORT IDENTIFYING THE SAME OR GREATER LOAD CAPACITY FOR THE REQUESTED COMPONENT 9. DETAILS IDENTIFIED ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. C. DEFERRED SUBMITTALS 1. ALL PRE-ENGINEERED, PRE -FABRICATED, AND PRE -MANUFACTURED PRODUCTS DESIGNED BY OTHERS SHALL BE DESIGNED FOR ALL APPLICABLE LOADING AND DEFLECTIONS OUTLINED ABOVE. DESIGN SHALL CONFORM TO THE PROJECT DRAWINGS, REFERENCE STANDARDS, AND THE GOVERNING CODE. 2. DRAWINGS, CALCULATIONS AND PROUCT DATA FOR THE DESIGN AND FABRICATIONS OF DEFERRED SUBMITTAL ITEMS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON WHO IS RESPONSIBLE FOR THE DESIGN OF THE ITEMS. DEFERRED SUBMITTAL INFORMATION SHALL BE SUBMITTED TO THE ARCHITECT/EOR AND BUILDING DEPARTMENT AS REQUIRED FOR REVIEW PRIOR TO FABRICATION. FOR REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CRITERIA AND PROJECT DRAWINGS. ALL NECESSARY HARDWARE, ANCHORAGE, AND BRACING SPECIFICATIONS SHALL BE FURNISHED BY THE MANUFACTURER. THE DESIGN AND CONNECTION TO THE PRIMARY STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER IN CHARGE OF THE DEFERRED SUBMITTAL ITEMS. DEFERRED SUBMITTAL ITEMS INCLUDE » PRE -MANUFACTURED WOOD ROOF TRUSSES D. TESTING & SPECIAL INSPECTIONS 1. BUILDING OFFICIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH IBC SECTION 110. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. E. FOUNDATIONS 1. CONFORM TO IBC CHAPTER 18 FOR SOILS AND FOUNDATIONS. 2. ALLOWABLE SOIL BEARING PRESSURE -A GEOTECHNICAL REPORT WAS NOT PROVIDED FOR THIS PROJECT PRESUMPTIVE SOIL LOAD -BEARING VALUES BELOW WERE USED AS THE BASIS OF DESIGN. >> 1500 PSF [IBC 2015 TABLE 1806.2] 3. ALL FOUNDATIONS AND SLABS -ON -GRADE SHALL BEAR ON STRUCTURAL COMPACTED FILL OR COMPETENT NATIVE SOIL. EXTERIOR AND PERMITER FOOTINGS SHALL HAVE A MINIMUM DEPTH OF 18" AND INTERIOR FOOTINGS SHALL HAVE A MINIMUM DEPTH OF 12". 4. FOUNDATION STEM WALLS - UNLESS NOTED OTHERWISE ON THE DRAWINGS THE MAXIMUM UNBALANCED SOIL CONDITION FOR ALL FOUNDATION STEM WALLS SHALL BE 2'-6". 5. CONCRETE SHALL CONFORM TO ACI 318-14 AND IBC CHAPTER 19. 6. CONCRETE MIX DESIGN SHALL MEET OR EXCEED THE REQUIREMENTS BELOW FOUNDATIONS, STEM WALLS » STRENGTH......................................................... ... 2500 PSI TESTAGE.............................................................................................................................. 28 DAYS » MAXIMUM AGGREGATE................................................................................................................. 1„ EXPOSURE CLASSIFICATION................................................................................................. F2, C1 » MAXIMUM W/C RATIO.................................................................................................................0.45 TARGET AIR CONTENT............................................................................................... 4.5% (± 1.5%) 7. MIX NOTES THE MIX DESIGN SHALL MEET THE REQUIREMENTS OF ACI 318-14 CHAPTER 19 BASED ON THE EXPOSURE CLASSIFICTIONS IDENTIFIED ABOVE. 8. CONCRETE SHALL HAVE A SLUMP OF 4" ± 1 " AT THE POINT OF DELIVERY 9. ALL CONCRETE MUST ACHIEVE FULL COMPRESSIVE STRENGTH BEFORE BEING SUBJECT TO FREEZING AND THAWING CYCLES. 10. POSITION AND SECURE EMBEDDED ITEMS PRIOR TO PLACING CONCRETE. REFERENCE ALL CONTRACT DRAWINGS AND COORDINATE EMBEDDED ITEMS. 11. REFERENCE TESTING AND SPECIAL INSPECTION SECTION FOR CONCRETE TESTING AND ACCEPTANCE CRITERIA. 12. CONCRETE MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS PORTLAND CEMENT..................................................................................................................ASTM C150 AGGREGATES...............................................................................................................................ASTM C33 MIXING WATER..........................................................................................................................ASTM C1602 AIR ENTRAINMENT.....................................................................................................................ASTM C260 MIXING AND TRANSPORTING........................................................................... ASTM C94 OR ASTM C685 13. CONCRETE PLACEMENT, CONSOLIDATION AND CURING SHALL BE IN CONFORMANCE WITH ACI 318-14 CHAPTER 26. 14. CONCRETE REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS REINFORCING BARS.............................................................................................. ASTM A615, GRADE 60 15. REINFORCING BARS SHALL NOT BE WELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT DOCUMENTS OR APPROVED BY THE EOR. 16. REINCORCING COVER REQUIREMENTS SHALL BE CAST AGAINST EARTH ... .... 3" EXPOSED TO WEATHER/EARTH.........................................................................................................1-1/2„ SLABSAND WALLS................................................................................................................................. 3/4„ 17. REFERENCE DRAWINGS FOR REINFORCEMENT SPLICES AND DEVELOPMENT LENGTHS. F. WOOD 1. ALL WOOD PRODUCTS AND CONSTRUCTION SHALL CONFORM TO IBC CHAPTER 23, NDS AND NDS SUPPLEMENT (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION), ANSI/TPI 1 (NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION) 2. ALL SAWN LUMBER AND PRE -MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY 3. SAWN LUMBER SHALL CONFORM TO THE GRADING RULES OF WWPA, WCLIB, OR NLGA, AND BE OF SPECIES AND GRADE AS LISTED BELOW STUDS& PLATES (2X & 3X)............................................................................................. HF #2 >> POSTS(4X)............................................................................................................................... HF #2 » JOISTS (2X).............................................................................................................................. HF #2 » BEAMS (4X).............................................................................................................................. HF #2 • BEAMS (6X).............................................................................................................................. DF #1 » POSTS(6X)............................................................................................................................... DF #1 4. WOOD STRUCTURAL SHEATHING SHALL BE APA RATED AND CONFORM TO THE PRODUCT STANDARDS PS-1-95 & PS-2-92 OF THE US DEPARTMENT OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION (APA). ROOF SHEATHING • THICKNESS..............................................................................................................................15/32„ • SPAN RATING.............................................................................................................................24/16 GRADE.......................................................................................................................................... C-D EXPOSURE........................................................................................................................................1 FLOOR SHEATHING • THICKNESS..............................................................................................................................23/32„ • SPAN RATING........................................................................................................................... 24 OC » GRADE.....................................................................................................................STUDD-1 FLOOR • EXPOSURE........................................................................................................................................1 WALL SHEATHING • THICKNESS..............................................................................................................................15/32" • SPAN RATING.............................................................................................................................32/16 • GRADE.......................................................................................................................................... C-D » EXPOSURE........................................................................................................................................1 5. ENGINEERED WOOD PRODUCTS THE FOLLOWING MATERIALS ARE BASED ON LUMBER MANUFACTURED BY TRUSJOIST BY WEYERHAEUER WHICH WAS USED AS THE BASIS OF DESIGN FOR THIS PROJECT ALTERNATE PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC-ESR/IAPMO-ER APPROVAL FOR EQUIVALENT OR GREATER CAPACITY AND ARE REVIEWED AND APPROVED BY THE EOR. • LAMINATED VENEER LUMBER (LVL) CONFORMING TO ICC ES REPORT NUMBER ESR-1387 • PARALLEL STRAND LUMBER (PSL) CONFORMING TO ICC ES REPORT NUMBER ESR-1387. USE 2.2E GRADE UNLESS NOTED OTHERWISE. » LAMINATED STRAND LUMBER (LSL) CONFORMING TO ICC ES REPORT NUMBER ESR-1387. • I JOISTS (TJI) CONFORMING TO ICC ES REPORT NUMBER ER-1153. THE MANUFACTURER SHALL DESIGN THE JOISTS FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. JOISTS SHALL HAVE WOOD CHORDS AND SOLID WOOD WEBS. 6. THE LATEST PRODUCT CATALOGS PRODUCED BY THE SIMPSON STRONG -TIE COMPANY, INC WERE USED AS THE BASIS OF DESIGN FOR THIS PROJECT REFERENCE GENERAL NOTES ABOVE FOR SUBSTITUTION CRITERIA. 7. WOOD CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURERE'S PROVIDED INSTALLATION INSTRUCTIONS TO OBTAIN THE MAXIMUM LOAD CAPACITY OF THE CONNECTOR, UNLESS NOTED OTHERWISE IN THE DRAWINGS. 8. NAILING SHALL CONFORM TO IBC TABLE 2304.10.1 UNLESS MORE RESTRICTIVE NAILING IS INDICATED ON THE PLANS OR DETAILS. 9. NAILS SHALL BE COMMON SIZES UNLESS NOTED OTHERWISE ON THE DRAWINGS. 10. NAILS AND STAPLES SHALL CONFORM TO IBC SECTION 2303.6. 11. NAIL SIZES SHALL BE AS FOLLOWS 8D COMMON................................................................................... LENGTH = 2-1/211; DIAMETER=0.131" 10D COMMON..................................................................................... LENGTH = 3", DIAMETER = 0.148„ 16D COMMON............................................................................... LENGTH = 3-1/2", DIAMETER = 0.162" 16D SINKER....................................................................................... LENGTH = 3-1/4"; DIAMETER 0.148" 12. LAG SCREWS AND THRU BOLTS SHALL BE A307. PROVIDE PLATE WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. 13. SHEAR WALL HOLDOWN HARDWARE IS SPECIFIED FROM THE LATEST PRODUCT CATALOGS PRODUCED BY THE SIMPSON STRONG -TIE COMPANY INC. PROVIDE ADDITIONAL FRAMING MEMBERS PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO ACHIEVE THE MAXIMUM CAPACITY DO NOT COUNTERSINK HOLDOWN BOLTS. 14. UNLESS NOTED OTHERWISE ON THE DRAWINGS, CONSTRUCTION SHALL CONFORM TO IBC SECTION 2308 - CONVENTIONAL LIGHT -FRAME CONSTRUCTION" AND IBC SECTION 2304 - GENERAL CONSTRUCTION REQUIREMENTS. 15. WOOD MATERIALS IN DIRECT CONTACT WITH CONCRETE OR OTHERWISE REQUIRED TO BE PRESERVATIVE TREATED SHALL CONFORM TO THE STANDARDS OF THE AMERICAN WOOD - PRESERVERS ASSOCIATION (AWPA). METAL HARDWARE AND FASTENERS IN CONTACT WITH PT WOOD SHALL BE STAINLESS STEEL TYPE 316L, HOT DIP GALVANIZED, OR Z-MAX COATED PROVIDED THE ZINC CONTENT IS AT LEAST 1.85 OZ/SF. G. POST INSTALLED ANCHORS 1. POST -INSTALLED ANCHORS SHALL COMPLY WITH THE LATEST REVISION OF THE ICC-ES ACCEPTANCE CRITERIA AND HAVE A VALID ICC-ES REPORT OR IAPMO-ES REPORT IN ACCORANCE WITH THE APPLICABLE BUILDING CODE. 2. REFERENCE GENERAL NOTES ABOVE FOR SUBSTITUTION CRITERIA. 3. REFERENCE TESTING AND INSPECTIONS SECTION ABOVE FOR SPECIAL INSPECTION CRITERIA FOR POST -INSTALLED ANCHORS ADD'L...................... ADDITIONAL ALT........................... ALTERNATE ARCH ....................... ARCH ITECT/ARHITECTU RAL B/............................. BOTTOM OF BLKG....................... BLOCKING BM ........................... BEAM BOT ......................... BOTTOM BRG......................... BEARING BTWN ...................... BETWEEN CL............................ CENTERLINE CJ ............................ CONSTRUCTION/CONTROL JOINT CLR.......................... CLEAR CONC...................... CONCRETE CONST.................... CONSTRUCTION CONT ...................... CONTINUOUS CTRD....................... CENTERED DBL.......................... DOUBLE DET.......................... DETAIL DF............................ DOUGLAS FIR DIAG ........................ DIAGONAL DWG ........................ DRAWING EA ............................ EACH EF ............................ EACH FACE EN ............................ EDGE NAILING EL ............................ ELEVATION EMBED .................... EMBEDMENT ENGR ...................... ENGINEER EOR......................... ENGINEER OF RECORD EQ ........................... EQUAL ES ............................ EACH SIDE EW ........................... EACH WAY (E)............................ EXISTING EXT.......................... EXTERIOR F/ ............................. FACE OF FLR .......................... FLOOR FDTN ....................... FOUNDATION FTG.......................... FOOTING GA ........................... GAUGE GALV........................ GALVANIZED GEN......................... GENERAL GLB ......................... GLUE LAMINATED BEAM GR ........................... GRADE GT............................ GIRDER TRUSS GWB ........................ GYPSUM WALL BOARD HD ........................... HOLDOWN HDR......................... HEADER HF............................ HEM -FIR HORIZ...................... HORIZONTAL HSS ......................... HOLLOW STRUCTURAL SECTION HT ............................ HEIGHT INT........................... INTERIOR Ld ............................ DEVELOPMENT LENGTH LONG ...................... LONGITUDINAL Ls ............................. SPLICE LENGTH LSL .......................... LAMINATED STRAND LUMBER LVL........................... LAMINATED VENEER LUMBER MAX ......................... MAXIMUM MECH...................... MECHANICAL MFR......................... MANUFACTURER MIN .......................... MINIMUM MISC........................ MISCELLANEOUS MTL.......................... METAL (N)............................ NEW NOM ........................ NOMINAL NTS.......................... NOT TO SCALE OC ........................... ON CENTER OPP ......................... OPPOSITE OSB......................... ORIENTED STRAND BOARD OWWJ ..................... OPEN WEB WOOD JOIST PL ............................ PLATE PERP ....................... PERPENDICULAR PLY ........................... PLYWOOD PSL.......................... PARALLEL STRAND LUMBER PT ............................ PRESSURE TREATED REF .......................... REFERENCE REINF...................... REINFORCING REQ'D ..................... REQUIRED RET.......................... RETAINING SCHED .................... SCHEDULE SEC ......................... SECTION SHTG....................... SHEATHING SIM .......................... SIMILAR SOG......................... SLAB -ON -GRADE SPEC ....................... SPECIFICATION SQ ........................... SQUARE STD .......................... STANDARD STIFF ....................... STIFFENER STRUCT................... STRUCTURAL SW ........................... SHEAR WALL T/ ............................. TOP OF T&B.......................... TOP & BOTTOM T&G ......................... TONGUE & GROOVE THK ......................... THICK THRU....................... THROUGH TJI............................ TRUSJOIST WOOD I JOIST TRANS ..................... TRANSVERSE TYP .......................... TYPICAL UNO ........................ UNLESS NOTED OTHERWISE VERT........................ VERTICAL WHS ........................ WELDED HEADED STUD WTS......................... WELDED THREADED STUD WWF........................ WELDED WIRE FABRIC LLJ V Lu of vl 0 J E m 0- � ao jj ��- V a) �-14- z = �L0 ,9 za ,� �o C) Lii Ld U ^ �N Tj 1� 0 (D :t O 0w z U ROSE fig, DE wASy�N/�yF 54 70 otTj �FSS�ONALE�G\�� 03/01 /2024 © 2023 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. Q LLJ Q CD = 0 � z m O I\ :�i CV 0 r w r CV DESIGNED BY CRW DRAWN BY CRW DATE 3/1 /2024 PHASE PERMIT SHEET TITLE STRUCTURAL GENERAL NOTES SCALE SHEET NUMBER S1.0 PROJECT NUMBER 24-07 FOUNDATION PLAN NOTES: 1. REFERENCE S1.0 FOR STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, AND INSPECTION REQUIREMENTS 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. DO NOT SCALE STRUCTURAL PLANS. UNLESS NOTED OTHERWISE, CONTINUOUS FOOTINGS SHALL BE CENTERED UNDER WALLS. FACE OF STUD SHALL ALIGN WITH FACE OF CONCRETE. POSTS, BUNDLED STUDS, OR COLUMNS ARE TO BE CENTERED ON FOOTINGS OR WALL PIERS. 3. CONTRACTOR TO COORDINATE CURBS AND ELECTRICAL & MECHANICAL FLOOR OPENINGS AND PENETRATIONS WITH ARCHITECTURAL DRAWINGS. 4. THE BOTTOM OF ALL FOOTINGS SHALL BE 24" MINIMUM BELOW GRADE AND SHALL BEAR UPON FIRM, UNDISTURBED SOIL OR ENGINEERED COMPACTED FILL. 5. MOISTURE PROOF ALL WALLS BELOW GRADE PER ARCHITECTURAL SPECIFICATIONS. 6. VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH FLOORS TO THE FOUNDATIONS. 7. ALL WOOD IN CONTACT WITH WEATHER -EXPOSED CONCRETE OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE -TREATED. 8. USE HOT DIPPED GALVANIZED FASTENERS AND EITHER HOT DIPPED GALVANIZED OR ZMAX COATED HARDWARE AT CONNECTIONS TO PRESSURE TREATED LUMBER. 9. ALL EXTERIOR WALLS TO BE 2X6 @ 16" OC, TYPICAL UNO. FOOTING SCHEDULE MARK LENGTH WIDTH THICKNESS BOT REINF TOP REINF SF-16 16" CONT. 8" (2) #4 CONTINUOUS N/A F-1 1'-0" 1'-0" 6" (2) #4 EA WAY N/A F-1.5 1'-6" 1'-6" 6" (2) #4 EA WAY N/A F-2 2'-0" 2'-0" 8" (2) #4 EA WAY N/A F-2.5 2'-6" 2'-6" 8" (3) #4 EA WAY N/A 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) THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 300 SQUARE FEET OF UNDER -FLOOR AREA. REQUIRED OPENINGS SHALL BE EVENLY PLACED TO PROVIDE CROSS VENTILATION OF THE SPACE EXCEPT ONE SIDE OF THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTILATION OPENINGS. ASSUMED VENTS ARE MIN. 15.5"x6" AND HAVE A NET FREE VENTILATION AREA OF .48 SQ. FT. NEW FOUNDATION VENT CALCULATIONS CRAWLSPACE AREA 1027 SQ FT NET VENTILATION AREA/ 300 SQ FT 3.42 NET AREA NUMBER OF VENTS REQ'D NET AREA / 0.48 8 OPTIONAL POWER VENT CRAWLSPACE HEIGHT 3 205.4 CFM M Eo o� W CRAWLSrA(.;t OVER EXISTING CONCRETE SLAB � a F-1.5 fi rt UT & REMOVE EXISIIING STEM WALL r C D E 13'-11" T_ � r -� F-2 F-2 t- -1 ��n I CONCRETE LANDING & STEPS TO GRADE PER I.R.C. ,- - - 8'-8%° '� F-2 r � 6 - S3.0 9'-3 a" V-14" 12'-3" F G ------� I I 11'-11%" CRAWLSPAC 15'-0" .. ............ I I 6 MIL. BLACK V.B. - fi fi 1' 1 4' 1'-7 4" � � fi �` `� iv 2 -2 � N CONT. FT'G UNDER GARAGE DR. f CUT & REMOVE F-1 I ,���---��. .�---� EXISTING TEM WALL I SF 16 I I �. I TM I� I� I •� I 2'-4' ° 10'-7 '. I CUT & REMOVE I I EXISTING STEM WALL I I �� I I �a I I I '� I I I I;� I I � I CRAWLSP ICE ,- - - I I I I I GARAGE SLAB I EXISTING 4" CONC. SLAB. SLOPE'MIN. -'" I PER 1'-0" TOWARDS GARAGE DOORS. I F-2.5 � I g I I S3.0 I I I 9 I I I I I •. I S3.0 I= I I I I I I I .- I I I� I I I I I 14'11Z I �,6 CUT & REMOV I 11'-8%4' 5'-5 4" EXISTING STEM WA L I I I I �----� �-rt � r t - - t t I- 1- - SF-1 ------ I I 11 11 TYP. I I (6) L CES I I 7 s3.o T�P. s3.0 L -► F-2 TYP. 21' 1'/a" 6' 0" 9' 0" I I 53.0 36'-1 %" CONCRETE LANDING & STEPS TO GRADE PER I.R.C. I I I FOUNDATION PLAN SCALE: 1 /4" = V-0" !C, 2 ' hrm :�`�- 0 v in I � I.:I 8" CONCRETE STEM WALL r (TYP. U.N.O.) I I I I II � � I � � I I I I I ,�.II I ICI - - I I II I CRAWLSPACE I I 6 MIL. BLACK V.B. 9.4. a II �- � I �- � I .; I I I • M I . ��rt t ,- I ; 0 N 00 M NOTE ! FIELD VERIFY ALL DIMENSIONS NOTE ! ALL FOUNDATION WALLS TO BE 6" UNLESS CALLED OUT OTHERWISE. LEGEND STEM WALL - - FOOTING CONCRETE SLAB EXISTING REMOVAL OS W, 0 54970 'v O�FSS�ONAL�-�G\�tv 03/01 /2024 © 2023 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. z O ~ > Q Lu Q 0 Q Q ccoo 0 z a- O r 0 _ U r CV DESIGNED BY CRW DRAWN BY CRW DATE 03/01 /2024 PHASE PERMIT SHEET TITLE FOUNDATION P LAN SCALE SHEET NUMBER S2.0 S .0 \S� _ _ _ _ _ PROJECT NUMBER 4'-0" 25'-2 2" 24-07 A C D E F G U FLOOR FRAMING PLAN NOTES; 6 W Lu j 10 1. ALL DUCTS, CHASES, PIPE, AND CONDUIT OPENINGS SHALL BE PER ARCHITECTURAL, ' °O co MECHANICAL, PLUMBING, ELECTRICAL, AND SPRINKLER DRAWINGS. CONTACT FOR FOR O Q APPROVAL OF ANY OPENING IN FLOOR SHEATHING OR FRAMING MEMBERS NOT SHOWN Lo IN THE STRUCTURAL DRAWINGS. k -4 '— — — — �— �"' H-02 H-02 _ pro TYP. TYP. ! a U o 2. RIMS BELOW SHEAR WALLS SHALL BE PER THE SHEAR WALL SCHEDULE, UNLESS NOTED i:i Iaa r w m OTHERWISE. ELSEWHERE, RIMS SHALL BE 11/4 ° LSL MINIMUM, UNO. i a 1— 0.48 SQ.FT. ! ! '—' •CN 61 i t WALL VENTS ,� w 7 d 3. REFERENCE GENERAL STRUCTURAL NOTES FOR ALL LUMBER, SHEATHING, AND ! I I I`I ! Zco _ x ENGINEERED LUMBER GRADES i i _ co �, 4. FULLY BLOCK FLOOR CAVITY AT ALL POINT LOADS. VERIFY POINT LOADS ARE iai i ! N o p' SUPPORTED CONTINUOUSLY THROUGH FLOORS TO THE FOUNDATION.o cn o `, ! ., ��r� o r�-T = Cd) `./ W U 5. TYPICAL TOP PLATE SPLICE: PROVIDE A MINIMUM 48" LAP W/ 16D @ 6" OC STAGGERED. 6. BEARING WALL TOP PLATE ELEVATION SHALL BE PER THE ARCHITECTURAL DRAWINGS. 7. TYPICAL FLOOR SHEATHING SHALL BE 23/32" APA RATED PLYWOOD SHEATHING. LAY FACE GRAIN PERPENDICULAR TO FRAMING AND STAGGER PANEL END JOINTS. NAIL WITH 1 OD @ 6" OC PANEL EDGES AND 12" OC PANEL FIELD (UNBLOCKED). ALLOW 1/8" SPACE BETWEEN PANEL ENDS AND EDGES. GARAGE FOUNDATION VENT CALCULATIO CRAWLSPACE AREA 214 SO NET VENTILATION AREA/ 300 SO FT 0.71 NET ARI NUMBER OF VENTS REQ'D NET AREA/ 0.48 2 OPTIONAL POWER VENT CRAWLSPACE HEIGHT 3 42.8 Cf POST, CAP & BASE SCHEDULE SYM. POST CAP BASE NOTE: 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) ' 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) ' P-03 (2) 2x_ STUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. P-04 4x4 DF#2 ' SIMPSON PC44 SIMPSON A-35 " OPTION: 2x4 CLEAT EA. SIDE NAILED (CRAWLSPACE ONLY) P-05 6X6 DF#1 (4) 16d NAIL (DBL. TOP PLATE) A35 EA SIDE TO SILL PL P-06 4X6 DF#2 (4) 16d NAIL (DBL. TOP PLATE) A34 EA SIDE TO SILL PL NOTE: SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE BEAM SCHEDULE SYM. BEAM BM-01 48 DF#2 OR BETTER BM-02 4x10 DF#2 OR BETTER BM-03 6x10 DF#1 BM-04 GLB 3-1/2x9 24F-V4 BM-05 GLB 5-1/2x13-1/2 24F-V4 BM-06 GLB 5-1/2x18 24F-V4 HANGER SCHEDULE SYM. HANGER H-01 (2) L70 H-02 LU210 / LUC210 H-03 LU210-2 /LUC210-2 H-04 U410 NOTE: HANGERS NOT CALLED OUT IN ROOF PLAN SHALL BE PROVIDED BY TRUSS ENGINEER OPTION ROSE DE WAsy%yF 54970 IST O�FSS�ONAL�-�G\�tv 03/02/2024 © 2023 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. z 0 o w< � Q Q � . NOTE � O + Q =o POINT LOAD ABOVE. 6) 0 SOLID BLOCKING REQUIRED IN FLOOR FRAMING v N 0 r W NOTE ! U r N Q ALL NEW FLOOR FRAMING MEMBERS TO BE 2x10 HF#2 OR BETTER @ 16" O.C.(U.N.O.) LEGEND CONCRETE WALL UNDER _ PONY WALLS UNDER WALLS/ FIXTURES OVER — — — FLOOR PERIMETER FLOOR JOISTS HEADERS & BEAMS CONCRETE SLAB EXISTING I ..................•• • REMOVAL DESIGNED BY CRW DRAWN BY CRW DATE 3/1 /2024 PHASE PERMIT SHEET TITLE FLOOR FRAMING PLAN SCALE SHEET NUMBER S2.1 PROJECT NUMBER 24-07 ROOF PLAN NOTES • SEE DESIGN LOADS AND/OR STRUCTURAL NOTES FOR GROUND AND ROOF SNOW LOADS. • FOR MANUFACTUREDED TRUSS ROOFS: ROOF PLAN IS FOR SCHEMATIC PURPOSES ONLY. ACTUAL ROOF PLAN TO BE DESIGNED AND ENGINEERED BY A LICENSED TRUSS ENGINEER. RAFTER FRAMING PER PLAN. • TRUSS LAYOUT TO BE REVIEWED AND APPROVED BY THE TRUSS MANUFACTURER PRIOR TO CONSTRUCTION. • LOCATE DOWNSPOUTS PER SITE CONDITIONS AND PER GENERAL CONTRACTOR. • INSTALLATION OF ALL ROOFING AND WALL FLASHING SHALL BE TO INDUSTRY STANDARDS AND IN COMPLIANCE WITH CURRENT CODES. • PROVIDE CONTINUOUS ALUMINUM GUTTERS ON FASCIA AS SPECIFIED IN DETAILS. • SKYLIGHT SIZES, IF ANY, ARE APPROXIMATE. CONTRACTOR TO VERIFY ACTUAL ROUGH OPENING SIZE PER MANUFACTURER SPECIFICATIONS. • PROVIDE SOLID BLOCKING OVER ALL SUPPORTS. • PROVIDE MIN. 22"00" ATTIC ACCESS WITH APPROVED WEATHERSTRIPPING. IF ACCESS IS IN A GARAGE, A SELF CLOSING MECHANISM MUST BE INCORPORATED. • 16d @ 8"o.c. END TRUSS TO TOP PLATES. (TYPICAL AT ALL GABLE ENDS) • ATTICS WHERE THE MAX. CLEAR HEIGHT BETWEEN JOIST AND RAFTERS IS MORE THAN 42", OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24" WIDE OR GREATER, MUST BE CONSIDERED ATTIC WITH LIMITED STORAGE. • ATTIC SPACE SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MIN. LIVE LOAD FOR SLEEPING ROOMS. ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION (R806.1 & 806.2) PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 150 SQ. FT. OF ATTIC AREA. EXCEPTION: PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 300 SQ. FT. OF ATTIC SPACE WHEN NOT LESS THAN 40% AND NOT MORE THAN 50% OF THE REQUIRED VENTILATION AREA IS PROVIDED BY VENTILATORS LOCATED WITHIN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACED MEASURED VERTICALLY WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. ROOF FRAMING PLAN NOTES: ROOF VENT CALCULATIONS TOTAL ROOF AREA 3101 SQ FT REQUIRED ROOF VENTILATION AREA/ 300 10.34 SQ FT 40-50% IN UPPER & LOWER ROOF ROOF VENT AREA/ 2 5.17 SQ FT VENT BLOCKS IN EAVES BLOCKS = AREA/ 0.074 70 ROOF VENTS IN UPPER 40-50 % OPTION 1: AF50 ROOF JACK = AREA/ 0.333 16 OPTION 2: (ridge vent) CORAVENT V300 = AREA/ 0.094 55.0 FEET 1. PROVIDE SIMPSON H2.5A AT ALL ROOF FRAMING TO EXTERIOR WALLS. 2. REFER TO GENERAL STRUCTURAL NOTES FOR ALL WOOD FRAMED BEARING AND SHEAR WALLS, STUD GRADE, SIZE, AND SPACING. 3. ALL DUCTS, CHASES, PIPE, AND CONDUIT OPENINGS SHALL BE PER ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND SPRINKLER DRAWINGS. CONTACT FOR FOR APPROVAL OF ANY OPENING IN FLOOR SHEATHING OR FRAMING MEMBERS NOT SHOWN IN THE STRUCTURAL DRAWINGS. 4. REFERENCE GENERAL STRUCTURAL NOTES FOR ALL LUMBER, SHEATHING, AND ENGINEERED LUMBER GRADES. 5. TYPICAL TOP PLATE SPLICE: PROVIDE A MINIMUM 48" LAP W/ 16D @ 6" OC STAGGERED. 6. TYPICAL ROOF SHEATHING SHALL BE 15/32" APA RATED PLYWOOD SHEATHING. LAY FACE GRAIN PERPENDICULAR TO FRAMING AND STAGGER PANEL END JOINTS. NAIL WITH 1 OD @ 6" OC PANEL EDGES AND 12" OC PANEL FIELD (UNBLOCKED). ALLOW 1/8" SPACE BETWEEN PANEL ENDS AND EDGES. EXISTING - POST 2x10 RAFTERS RIPPED TO MATCH _ P`-03 - 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 4x4 DF#2 ' SIMPSON PC44 SIMPSON A-35 " OPTION: 2x4 CLEAT EA. SIDE NAILED w/ (2) ROWS OF 10d @4"O.C. (CRAWLSPACE ONLY) P-05 6X6 DF#1 (4) 16d NAIL (DBL. TOP PLATE) A35 EA SIDE TO SILL PL P 06 4X6 DF#2 (4) 16d NAIL (DBL. TOP PLATE) A34 EA SIDE TO SILL PL NOTE: SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE BEAM SCHEDULE SYM. BEAM BM-01 48 DF#2 OR BETTER BM-02 410 DF#2 OR BETTER BM-03 6x10 DF#1 BM-04 GLB 3-1/2x9 24F-V4 BM-05 GLB 5-1/2x13-1/2 24F-V4 BM-06 GLB 5-1/2x18 24F-V4 HANGER SCHEDULE SYM. HANGER H-01 (2) L70 H-02 LU210 / LUC210 H-03 LU210-2 /LUC210-2 H-04 U410 NOTE: HANGERS NOT CALLED OUT IN ROOF PLAN SHALL BE PROVIDED BY TRUSS ENGINEER F1 2x6 RAFTERS @16"O.C. ALIGN W/ WALL STUDS V C D E F G , I , , i 1 -04 I � I , i 1 O , m i I 1 01 I..........................................................................._ 2x6 RAFTERS @16"O.C. AI Ink IA//IA/AI I CTI IMC 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:;:t;Ll I I I I i.:;:1, - `L I I I I I I I I I I I I I I I I I I I I I I I 3 I I I I I ROOF PLAN SCALE: 1 /4" = V-0° FOR SCHEMATIC PURPOSES ONLY. REFER TO TRUSS FRAMING PLANS PER MANUFACTURER AND PREPARED BY A LICENSED TRUSS ENGINEER. 2 - 02 1-01/ 1 1 Hj I - - - - - - - - - - ----------------------------------------------------- I --- ------1----F-------- HEADER NOTE! HEADERS NOT CALLED OUT IN PLAN SHALL BE: P-01 P-01 BM-01 LEGEND TRUSSES RAFTERS TRUSSES (TOP CHORD) — — OVER FRAMING GIRDER TRUSS WALLS UNDER HEADERS & BEAMS ROOF LINES EXISTING EXISTING BEAM / HDR. ..................•• • REMOVAL � � TLC v! 0 �co �"0 01 z LO C Z �O TTT I..I..I w cl� Uc� 0 1-0 7L r 1_ ,z W._; X O I� 0 ;'- co o U z LLB U ROSE WAsy%yF 54970 O�FSS�ONAL�-�G\�tv 3/02/2024 © 2023 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. z O 0 Q 0 I U Q DESIGNED BY CRW DRAWN BY CRW DATE 3/1 /2024 PHASE PERMIT SHEET TITLE ROOF FRAMING PLAN SCALE SHEET NUMBER S2.2 PROJECT NUMBER 24-07 WOOD -FRAMED SHEAR WALL SCHEDULE HEM FIR - 8d NAILING APA RATED EDGE NAILING BOTTOM BOTTOM PLATE FRAMING CLIP RIM BOARD FRAMING BLOCKING ANCHOR TO SILL PLATE AT ALLOWABLE SW TYPE WALL (EN) PLATE ATTACHMENT TO WALL THICKNESS &GRADE AT PANEL AT PANEL FOUNDATION FOUNDATION SHEAR SHEATHING BELOW EDGES EDGES CAPACITY(PLF) [3] [8] [3] [3] [5] [3] [12] SEISMIC WIND SW-6 15/32" 8d @ 6" OC 2X 16d SINKER @ 4" OC LTP5 @ 18" OC 1-1/4" 1.55E 2X 2X 5/8" 0 @ 48" OC PT 2X 242 339 TIMBERSTRAND LSL SW-4 15/32" 8d @ 4" OC 2X 16d SINKER @ 3" OC LTP5 @ 12" OC 1-3/4" 1.55E 2X 2X 5/8" 0 @ 32" OC PT 2X 353 495 TIMBERSTRAND LSL SW-3 15/32" 8d @ 3" OC 2X 16d SINKER (2) ROWS @ 4° LTP5 @ 10" OC 1-3/4" 1.55E 2X 2X 5/8" 0 @ 24" OC PT 2X 456 637 OC STAGG TIMBERSTRAND LSL SW-2 15/32" 8d @ 2" OC 3X SDWS226OODB LTP5 @ 8" OC 3-1/2'' 1.55E 3X 3X 5/8" 0 @ 24" OC PT 3X 595 832 @ 6" OC TIMBERSTRAND LSL 2SW-4 15/32'' EA 8d @ 4" OC 3X SDWS226OODB (2) ROWS @ LTP5 @ 6" OC 3-1/2'' 1.55E 2X 3X 5/8" 0 @ 20" OC PT 3X 707 990 SIDE 10" OC STAGG TIMBERSTRAND LSL 2SW-3 15/32'' EA 8d @ 3" OC 3X SDWS226OODB (2) ROWS @ LTP5 @ 8" OC & 3-1/2" 1.55E 2X 3X 5/8" 0 @ 16" OC PT 3X 911 1274 SIDE 8" OC STAGG A35 @ 8" OC TIMBERSTRAND LSL 2SW-2 15/32'' EA 8d @ 2" OC 3X SDWS226OODB (2) ROWS @ LTP5 @ 8" OC & 3-1/2'' 1.55E 3X 3X 5/8" 0 @ 12" OC PT 3X 1190 1665 SIDE 6" OC STAGG A35 @ 8" OC TIMBERSTRAND LSL NOTES: 1. ALL FRAMING MEMBERS AND BLOCKING SHALL BE 2" NOMINAL OR GREATER, PER THE SHEAR WALL SCHEDULE ABOVE. ALL JOINTS IN SHEATHING SHALL OCCUR OVER AND BE FASTENED TO COMMON FRAMING MEMBERS OR COMMON BLOCKING. 2. FOR BUNDLED END STUDS, STITCH NAIL TOGETHER WITH FASTENER DIAMETER AND SPACING TO MATCH THE BOTTOM PLATE NAILING TO RIM. 3. IN LIEU OF 3X FRAMING, (2) 2X FRAMING MEMBERS MAY BE USED PROVIDED THEY ARE FASTENED TOGETHER WITH FASTENER, DIAMETER, AND SPACING TO MATCH THE BOTTOM PLATE NAILING TO RIM. 4. ALL NAILS ARE COMMON, UNLESS NOTED OTHERWISE. NAILS SHALL BE DRIVEN WITH THE HEAD OF THE NAIL FLUSH WITH THE SURFACE OF THE SHEATHING. OTHER APPROVED FASTENERS SHALL BE DRIVE AS REQUIRED FOR PROPER INSTALLATION OF THAT FASTENER. 5. FOUNDATION ANCHOR BOLTS SHALL HAVE A GALVANIZED STEEL PLATE WASHER UNDER EACH NUT NOT LESS THAN 0.229"x3"x3" IN SIZE. PROVIDE A MINIMUM 6" ANCHOR BOLT EMBEDMENT INTO THE FOUNDATION. PROVIDE AN ANCHOR BOLT AT EACH END OF EACH SILL PLATE WITH AN END DISTANCE OF 6". 6. ALL SHEAR WALL PANELS SHALL NOT BE LESS THAN 4'X8', EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. 7. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE PANEL EDGES. REFERENCE SCHEDULE ABOVE AND PLAN FOR EDGE NAIL SPACING. NAILS AT THE INTERMEDIATE FRAMING MEMBERS SHALL BE THE SAME SIZE AS NAILS SPECIFIED FOR THE PANEL EDGE NAILING. THE MAXIMUM NAIL SPACING AT INTERMEDIATE FRAMING MEMBERS IS 12" OC. THE MAXIMUM STUD SPACING IS 16" OC. 8. ALL FRAMING CLIPS AND HARDWARE MUST BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO OBTAIN THE MAXIMUM HARDWARE CAPACITY. 9. EDGE NAILING IS REQUIRED IN ALL HOLDOWN POSTS. EDGE NAILING IS REQUIRED TO EACH STUD USED IN BUILT UP HOLDOWN POSTS. 10. WHERE PANELS ARE APPLIED ON BOTH SIDES OF A SHEAR WALLAND NAIL SPACING IS LESS THAN 6" OC, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3" NOMINAL OR GREATER AT ADJOINING PANEL EDGES. 11. NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. 12. PROVIDE HOT DIPPED GALVANIZED NAILS AND FRAMING CLIPS AT PRESSURE TREATED LUMBER. 13. REFERENCE KEY DETAILS FOR ADDITIONAL INFORMATION. SHEAR WALL SCHEDULE SCALE: 1 /4" = V-0" FLOOR/ROOF FRAMING HEADER NOT SHOWN FOR CLARITY PER PLAN DOUBLE TOP PL 3x BLKG AT STRAP ABOVE & BELOW OPENING SIMPSON CMSTC16 STRAP ABOVE & BELOW OPENING EXTEND 2'-0'' MIN PAST WINDOW OPENING, TYP - KING STUDS NOTES: 1. REFERENCE SHEAR WALL SCHEDULE AND KEY DETAIL FOR REMAINING INFORMATION 2. STRAPS TO BE ON BOTH SIDES WHEN SHEAR WALL IS DOUBLE SIDED TRIMMER STUDS STUD WALL FRAMING BOTTOM PLATE ATTACHMENT ADD'L NAILING AS REQ'D SHEAR WALL SHTG PER SW SCHEDULE PER PLAN ABOVE EDGE NAILING FLOOR RIM BOARD FRAMING SHEATHING SPLICE FRAMING CLIP DIAPHRAGM EDGE NAILING EDGE NAILING DOUBLE TOP PL SHEAR WALL SHTG PER PLAN BELOW STUD WALL FRE EDGE NAILING SILL PLATE ANCHOR BOLT KEY DETAIL SHEAR WALL PLAN NOTES: 1. SW-X INDICATES WOOD SHEAR WALL. REFERENCE GENERAL STRUCTURAL NOTES AND SHEAR WALL SCHEDULE THIS SHEET FOR FASTENING AND SHEATHING REQUIREMENTS. 2. F-SW-X INDICATES "FORCE TRANSFER AROUND OPENING" SHEAR WALL. REFERENCE DETAIL 2 THIS SHEET FOR ADDITIONAL STRAPPING AND CONNECTION REQUIREMENTS. 3. REFERENCE STRUCTURAL GENERAL NOTES FOR LUMBER AND SHEATHING GRADES. 4. ALL EXTERIOR WALLS TO BE SHEATHED AS SW-6, UNO. 5. REFERENCE ARCHITECTURAL FOR REMAINING NON-STRUCTURAL WALLS. 6. CONTRACTOR TO COORDINATE HOLD DOWN ANCHOR, ANCHOR BOLTS, AND BASE PLATES WITH FOUNDATION PLAN PRIOR TO POURING CONCRETE. 7. PROVIDE FULL HEIGHT SOLID BLOCKING OVER SHEAR WALLS AND BEARING WALLS WINDOW SILL PERPENDICULAR TO FRAMING. PROVIDE DOUBLE JOIST OVER SHEAR WALLS AND BEARING WALLS PARALLEL TO FRAMING. CRIPPLE STUDS WALL SHTG NOT SHOWN FOR CLARITY EXTERIOR WALLS NOT MARKED SHALL BE SW-6 HOLDDOWNS CALLED OUT ARE LOCATED AT BASE OF SHEAR WALLS. SEE THIS SHEET FOR SHEAR WALL SCHEDULE AND HOLDDOWN SCHEDULE FIRST FLOOR SHEARWALLS SCALE: 1/8" = V-0" 0 a sw-s El ❑ 17 STtiOs y�oa s�tiOe 5��o SW-6 � JJJ�' aJ" VFY 1 Am HOLD DOWN SCHEDULE MINIMUM HOLD DOWN MARK STEMWALL HARDWARE (SIMPSON AB DIAMETER OPTIONAL CAST -IN -PLACE POST -INSTALLED MIN END STUD THICKNESS STRONG -TIE) ALTERNATE ANCHORAGE ANCHORAGE REQUIRED LSTHD8 6" LSTHD8 OR LSTHDBRJ N/A HDU4 N/A N/A (2) 2X STHD10 6" STHD10 OR STHDI ORJ N/A HDU4 N/A N/A (2) 2X STHD14 6" STHD14 OR STHDI4RJ N/A HDU8 N/A N/A (2) 2X 5/8" O GR. 36 F1554 ATR W/ HDU2 6" HDU2-SDS2.5 5/8" STHD14 SSTB16 SET-3G/AT-XP EPDXY W/ 8" (2) 2X EMBED CENTERED IN STEMWALL 5/8" O GR. 36 F1554 ATR W/ HDU4 6" HDU4-SDS2.5 5/8" N/A SSTB16 SET-3G/AT-XP EPDXY W/ (2) 2X 12.5" EMBED CENTERED IN STEMWALL HDU5 6" HDU5-SDS2.5 5/8" N/A SSTB24 NOT PERMITTED (2) 2X HDU8 8" HDU8-SDS2.5 7/8" N/A SSTB28 NOT PERMITTED (3) 2X HDU11 8" HDU11-SDS2.5 1" N/A PAB8 OR SB1X30 NOT PERMITTED 4X8 HDU14 8" HDU14-SDS2.5 1" N/A PAB8 NOT PERMITTED 6X6 W�Lu a-1 10 c/ O I �00 coa, 3� z �� z w uo `v' ~~ w U N r.j r 1_jj..��i ,z X O V 0 U z Ld U ROSE WAsy%yF 5497IST O�FSS�ONAL�-�G\�tv 03/01 /2024 (D 2023 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. z O 0 Q Q 0 I U Q DESIGNED BY CRW DRAWN BY CRW DATE 3/1 /2024 PHASE PERMIT SHEET TITLE S HEAR WALL PLAN SCALE SHEET NUMBER S2.3 FTAO SHEAR WALL ELEVATION SCALE: 1 /2" = 1'-0" PROJECT NUMBER 24-07 LAP SPLICE AND DEVELOPMENT LENGTHS f'c = 2500 PSI BAR SIZE DEVELOPMENT LENGTH, Ld CLASS B SPLICE, Ls Ldh STANDARD TOP STANDARD TOP #3 18 23 23 30 9 #4 24 31 31 41 12 #5 30 39 39 51 15 #6 36 47 47 61 18 NOTES: 1. UNCOATED REBAR AND NORMAL WEIGHT CONCRETE. 2. TOP BAR INDICATES THE HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW. 3. Ldh INDICATES HOOKED BAR DEVELOPMENT LENGTH. LAP SPLICE & DEVELOPMENT LENGTH I % SCALE: 1 /4" = V-0" SIMPSON TOP FLANGE HANGER TYP BLOCKING @ 48" OC W/ DIAPHRAGM EDGE NAILING PROVIDE (2) LAYERS OF 40# BLDG PAPER BETWEEN JOIST AND CONCRETE, TYP FLOOR SHTG PER PLAN-77rl� FLOOR JOISTS WALL FRAMING SHEAR WALL WHERE OCCURS PER PLAN BOTTOM PLATE PER SHEAR WALL SCHEDULE SHTG PER PLAN �!f-L , PT SILL PLATE AND ANCHOR BOLT - zPER SHEAR WALL 00 _ 2 SCHEDULE T/GRAD E III —III= II1=' a- PER PLAN T/GRADE z o IIIIIII co z 18 MIN T ~O CRAWL SPACE p O =1 I I I I I I a• d� u- IIIII COMPETENT NATIVE SOIL OR — CONC STEM WALL & FTG COMPACTED STRUCTURAL FILL REFERENCE PLAN FOR NOTE: REFERENCE SHEAR WALL SCHEDULE AND KEY DIMENSIONS AND DETAIL FOR REMAINING INFORMATION AT SHEAR WALLS. REINFORCEMENT JOIST PARALLEL ON STEM WALL SCALE: 1 " = 1'-0" SLAB ON GRADE PER PLAN a d p — — a a III I p \ COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL NOTE: REFERENCE SHEAR WALL SCHEDULE AND KEY DETAIL FOR REMAINING INFORMATION. SW PER PLAN REFERENCE SHEAR WALL SCHEDULE FOR REMAINING INFORMATION PT SILL PLATE AND ANCHOR BOLT PER SHEAR WALL SCHEDULE TYP STEM WALL 2'-6" MAX UNBALANCED SOIL LOAD HD ANCHOR EMBED TO BE FROM T/FTG CONC STEM WALL & FTG REFERENCE PLAN FOR DIMS AND REINFORCEMENT B/FTG TO BE 2'-0" MIN BELOW FINISHED GRADE SLAB ON GRADE AT FOOTING ALTERNATE HOOK DIRECTIONS, TYP STD HOOK d -p 4 d p 0 u.1 co U C/) oc CORNER BARS TO cf)uj a- MATCH WALL HORIZ REINF VVPILL SIZE & REINF PER PLAN CONCRETE CORNER REINFORCING SCALE: 3/4" = 1'-0" FLOOR SHEATHING PER PLAN FULL HEIGHT BLOCKING @ 4'-0" OC MAX PROVIDE DIAPHRAGM EDGE NAILING AT BLOCKING FLOOR JOISTS PER PLAN TYP STEM WALL 2'-6" MAX UNBALANCED SOIL HEIGHT COMPETENT NATIVE SOIL OR III-11V COMPACTED STRUCTURAL FILL NOTE: REFERENCE SHEAR WALL SCHEDULE AND KEY DETAIL FOR REMAINING INFORMATION. JOIST PARALLEL AT STE SCALE: 3/4" = V-0" SONOTUBE PIER AS REQ'D TO ACHIEVE FROST DEPTH, DIAMETER AS REQ'D TO ACHIEVE POST BASE CONCRETE EDGE DISTANCE PER MFR. PROVIDE #3 HOOPS @ 8" OC AND (3)#4 VERTICAL BARS INTO FOOTING. w 0 Q If CD 0 c.� LL LL m z a 0 0. Q SW PER PLAN REFERENCE SHEAR WALL SCHEDULE FOR REMAINING INFORMATION PT SILL PLATE AND ANCHOR BOLT PER SHEAR WALL SCHEDULE HD ANCHOR EMBED TO BE FROM T/FTG CONC STEM WALL & FTG REFERENCE PLAN FOR DIMS AND REINFORCEMENT B/FTG TO BE 1'-6" MIN BELOW FINISHED GRADE M WALL POST PER PLAN a SIMPSON POST BASE FOUNDATION & REINF PER PLAN r a a 0 0 a a a a COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL BOT OF FTG TO BE 18" MIN BELOW FINISHED GRADE POST AT FOOTING WITH SONOTUBE STEM WALL REINF PER PLAN STEM WALL AND FOOTING PER PLAN 2'-0'' TYP a a a 4 4 a a a a a Qa ° a < a a < d a a � d p d ALIGN BOT OF (N) FTG WITH (E) FTG � a a W � Lu DOWELS TO MATCH O 'j .10 00 °' (N) STEM WALL REINF jj��^ _ 3v W/ 4" EMBED INTO (E) �/' V a) STEM WALL w z Lo a > �o w u� EXISTING STEM WALL J LLI ; V AND FTG F Z x •� co O UW z � U T/GRAD I FIELD VERIFY 18" MIN FOOTING DEPTH NEW TO EXISTING FOUNDATION SCALE: 1 " = 1'-0" SIMPSON TOP FLANGE HANGER, TYP PROVIDE (2) LAYERS OF 40# BLDG PAPER BETWEEN JOIST AND CONCRETE, TYP — FLOOR SHTG PER PLAN FLOOR JOISTS PER PLAN T/GRADE 18" MIN CRAWL SPACE WALL FRAMING SHEAR WALL WHERE OCCURS PER PLAN — BOTTOM PLATE PER SHEAR WALL SCHEDULE SHTG PER PLAN PT SILL PLATE AND ANCHOR BOLT z_ PER SHEAR WALL co :E SCHEDULE T/GRADE a_ z_LU �0 Qo z T O O COMPETENT NATIVE SOIL OR CONC STEM WALL &FTG COMPACTED STRUCTURAL FILL REFERENCE PLAN FOR NOTE: REFERENCE SHEAR WALL SCHEDULE AND KEY DIMENSIONS ANDREINFORCEMENT DETAIL FOR REMAINING INFORMATION AT SHEAR WALLS. JOIST PERPENDICULAR ON STEM WALL SCALE: 1 " = V-0" FLOOR SHTG PER PLAN FULL HT SOLID BLKG OVER / JOIST PER PLAN BEAM, TYP 2X4 GUSSET EA SIDE OF BEAM W/ (4) 16d TOP AND BOTTOM BM PER PLAN SIMPSON PB POST BASE ALT: (1) RBPZ W/ (4) 1 /4'' POST PER PLAN TITEN SCREWS INTO FTG u ° ° T/GRADE a l l l= z ui IIIIIII a a° p i To — CONC FTG COMPETENT NATIVE SOIL OR REFERENCE PLAN FOR COMPACTED STRUCTURAL FILL DIMENSIONS AND REINFORCEMENT 1-1FLOOR BEAM AT CRAWL SPACE FLOOR SHEATHING PER PLAN FLOOR JOISTS PER PLAN TYP STEM WALL 2'-6" MAX UNBALANCED SOIL HEIGHT _I IIIIII a 1� IIIII COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL NOTE: REFERENCE SHEAR WALL SCHEDULE AND KEY DETAIL FOR REMAINING INFORMATION. SW PER PLAN REFERENCE SHEAR WALL SCHEDULE FOR REMAINING INFORMATION PT SILL PLATE AND ANCHOR BOLT PER SHEAR WALL SCHEDULE HD ANCHOR EMBED TO °d BE FROM T/FTG CONC STEM WALL & FTG REFERENCE PLAN FOR DIMS AND REINFORCEMENT B/FTG TO BE 1'-6" MIN BELOW FINISHED GRADE JOIST PERPENDICULAR AT STEM WALL SCALE: 3/4" = 1'-0" (4) 10d NAILS RAFTER TO ADJACENT STUD. ALT: SIMPSON A34 ONE SIDE RAFTER TO HDR TYP STUDWALL, SW WHERE OCCURS 4X4 WITHIN WALL FRAMING @ EYEBROW SUPPORT. PROVIDE A34 EA SIDE TO TOP PL & SILL PL. EYEBROW RAFTERS PER PLAN & ARCH W/ STD BIRDSMOUTH TO BEAM W/ (1) SIMPSON SDWS2260ODB TIMBER SCREWS EA RAFTER TO BM & FULL HT SOLID BLKG OVER BM BM PER PLAN FASCIA PER ARCH (2) SIMPSON SDS25600 INTO BM, STAGGERED, COUNTERSINK 1/2" MAX & FILL HOLE PER ARCH (2) SIMPSON SDS25600 INTO BRACE, STAGGERED, COUNTERSINK 112" MAX & FILL HOLE PER ARCH — (2) SIMPSON SDS25600 INTO 4X4, STAGGERED, COUNTERSINK 1/2" MAX & FILL HOLE PER ARCH 4X4 W/ SIMPSON SDS25600 @ 8" OC STAGGERED INTO 4X POST (6" END 1 112" MIN DIST), (4) MIN, COUNTERSINK 1/2" MAX & FILL HOLE PER ARCH EYEBROW CANOPY KNEE BRACE 0S : W, Q 54970IST 'v O�FSS�ONAL�-�G\�tv 03/01 /2024 © 2023 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. z O Q Lu Q Q QQ0z = 0 C5 a-5 O r 0 U r CV Q 2 DESIGNED BY CRW DRAWN BY CRW DATE 03/01 /2024 PHASE PERMIT SHEET TITLE STRUCTURAL SECTIONS & DETAILS SCALE SHEET NUMBER S3.0 PROJECT NUMBER 24-07 SCALE: 189/256'' = V-0" SCALE: 1 112'' = 1'-0" SCALE: 1 " = 1'-0" SCALE: 1 " = 1'-0" TRUSS PER PLAN — SIMPSON H2.5A CLIP EA TRUSS TO WALL DOUBLE TOP PLATE SHEAR WALL PER PLAN & SHEAR WALL SCHEDULE SHEATHING & NAILING PER PLAN DIAPHRAGM EDGE NAILING @ BLOCKING, TYP /-- FULL HEIGHT SOLID BLKG VENTING PER ARCH MAX (3) 2" 0 HOLES PER FULL LENGTH BLOCK REFERENCE ARCH FOR N TRUSS PROFILE & OUTRIGGER FRAMING CLIPS PER SHEAR WALL SCHEDULE TRUSS PERPENDICULAR TO WALL SCALE: 1 1 /2'' = T-0" SHEATHING & DIAPHRAGM NAILING PER PLAN FASCIA PER 2x4 BLKG W/ 8d @ 4" OC SHTG TO ARCH — BLKG & (2) 16d END NAILS EA END PERSPACPILAN NG 2' MAX 1 1 (MIN) 2 (MAX) + +� 2x4 DIAGONAL BRACE @ 4' OC W/ (4) 10d FACE NAILS EA END. 6'-0" MAX SPAN ROOF TRUSS PER PLAN, TYP SHEAR WALL PER PLAN GABLE END TRUSS SCALE: 1 " = 1'-0" 2x4 OUTRIGGER @24"OC SHEAR WALL EDGE NAILING H2.5A @ EA OUTRIGGER GABLE END TRUSS 2x4 BLKG @ 48'' OC W/ (2) 16d END NAILS EA END SHEAR WALL EDGE NAILING SHEATHING PER PLAN DIAPHRAGM EDGE NAILING @ BLOCKING, TYP VENTING PER ARCH MAX (3) 2" 0 HOLES PER FULL LENGTH BLOCK FASCIA BEYOND PER I ARCH SIMPSON H2.5A CLIP EA TRUSS TO SUPPORT TRUSS PER PLAN 110-TEMAM-011110=21"I ROOF TRUSS TO BEAM SCALE: 1 1 /2'' = T-0" REFERENCE ARCH FOR TRUSS PROFILE & OUTRIGGER 2X6'RAFTERS @ 24" OC (&-0" MAX CLEAR SPAN - PROVIDE INTERMEDIATE SUPPORT TO FRAMING BELOW AT SPANS GREATER THAN 8'-0") (2) 2X8 RIDGE BEAM (7'-0" MAX CLR SPAN) FASTEN TO VALLEY BOARDS W/ (2) W U W A35. FASTEN TO GABLE END TRUSS T �1 ,� ,o W/ LUS28-2 HGR v! O ,� ' E 00 (USE (2) 2X10 WHEN 2X8 RAFTERS ARE REQ'D Q W/ 7'-0" MAX CLR SPAN) n/' 0 3 v ROOF SHTG PER PLAN z o � LSU26 DIAPHRAGM Z aioSIMPSON vr RAFTER HANGER EDGE NAILING '"' w w • N FULL HT ''j Z �73� BLOCKING A35 EA RAFTER X0 TO VALLEY BOARD • co co LDIAPHRAGM EDGE NAILING W U ROOF SHTG ROOF FRAMING 24" OC MAX SPACING FULL HT 2x BLKG @ 24'' OC W/ (2) 16d NAILS EA END 2X8 VALLEY BOARD W/ (2) 16d NAILS @ EA BLOCK & @ EA (E) ROOF RAFTER ROOF OVERFRAMING SCALE: 1 " = 1'-0" 2X4 VALLEY BOARD @ EDGE OF FRAMING W/ 16d @ EA BLOCK & @ EA TRUSS. STAGGER NAILING ROSE ��\� 1 Wgsy%yF 54; 7IST O�FSS�ONAL�-�G\�tv 03/01 /2024 © 2023 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. z O Q Q 0 I U Q 75 Q Q UD = o c~o z a-) O r'- 7-> CV 0 r LU r CV DESIGNED BY CRW DRAWN BY CRW DATE 03/01 /2024 PHASE PERMIT SHEET TITLE STRUCTURAL SECTIONS & DETAILS SCALE SHEET NUMBER S3.1 PROJECT NUMBER 24-07