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Home My WebLink AboutREDLINED PLANS 4.3.23 - 22-00457 - Herndon Apartments - Walsh - Townhomes - 4 Units (2)Author Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Todd Smith Todd.Smith@rexburg.org 208-372-2181 Description : Herndon Apartments - Walsh - 4-plex Address : 263 S 4th W Application Type : Document Filename : Walsh STAMPED FULL SET 4.3.23-Reviewed-Corrections-Required.pdf Array Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Revisions Required # 22-00457 New Multi-Family Residence Please digitally re-submit all pages of the plan set in response to requested revisions for our next review cycle, with noted items resolved. Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12" Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6" Report Date: 04.11.2023 Approval of plans does not constitute approval of variance from code Page 1 of 1 Powered by TCPDF (www.tcpdf.org) Author Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314 Joel Gray Joel.Gray@rexburg.org 208-372-2331 Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164 Todd Smith Todd.Smith@rexburg.org 208-372-2181 Katie Saurey Katie.Saurey@rexburg.org 208-372-2167 Alex Owens Alex.Owens@rexburg.org 208-372-2172 Description : Herndon Apartments - Walsh - 4-plex Address : 263 S 4th W Application Type : Document Filename : Walsh STAMPED FULL SET 4.3.23.pdf Array Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Revisions Required Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments A0.0 Free Text Cody Jones : Building Open 1 All commercial projects need to be designed in accordance to the IBC 2018. All plans need to be stamped by a design professional. A0.0 Free Text Cody Jones : Building Open 1 Concealed spaces need draft stopping and fire blocking as per section 718. Need Envelope COMM check or prescriptive insulation form completed. As per section 1107.6.3, units to be built as type B units. # 22-00457 New Multi-Family Residence Please digitally re-submit all pages of the plan set in response to requested revisions for our next review cycle, with noted items resolved. Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12" Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6" Report Date: 04.10.2023 Approval of plans does not constitute approval of variance from code Page 1 of 3 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments Walls, partitions and floor-ceiling assemblies separating dwelling units or from public and service areas shall not have a sound transmission class of not less then 50. Revisions on Engineer structural calculations still remain. Need to call out construction type, occupancy type and risk category. A1.0 Free Text Cody Jones : Building Open 2 All work shall comply with IBC 2018. A1.1 Free Text Cody Jones : Building Open 3 Cross slope of sidewalks and landings at doors not to exceed 2%. A1.1 Free Text Cody Jones : Building Open 3 As per section 1106.5, at least one parking stall needs to be van accessible. A2.1 Free Text Cody Jones : Building Open 4 Need to identify vertical and horizontal listed assembly. A2.1 Free Text Cody Jones : Building Open 4 As per City Ordinance an automatic sprinkler system needs to be installed in accordance with Section 903. A3.0 Free Text Cody Jones : Building Open 5 Need stamped truss plans approved by design professional. A4.3 Free Text Cody Jones : Building Open 12 Area and openings needs to have specific fire rating call out. A6.1 Free Text Cody Jones : Building Open 14 Crawl space to be in compliance with IBC and Energy code. S1.0 Free Text Cody Jones : Building Open 17 IBC S1.0 Note Cody Jones : Building Open 17 Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12" Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6" S1.0 Free Text Cody Jones : Building Open 17 Anchor bolts to be installed as per IBC2018. S1.1 Free Text Cody Jones : Building Open 18 2018 IBC E1.1 Free Text Alex Owens : Electrical Open 16 Please provide location of service including the following: amperage of service installed and available fault current (AIC) calculation. Please provide the rating of the main breaker showing that it is able to withstand the AIC that could be present upon a fault. E1.1 Free Text Alex Owens : Electrical Open 16 All electrical work to comply with 2017 NEC. A1.1 Callout Stan Crittenden : Fire Open 3 As per city ordinance, all four plexes must have fire sprinklers installed per International fire Code 2018 Section 903. A1.1 Callout Stan Crittenden : Fire Open 3 As per city ordinance, Fire Department Connection must be located on the addressing or street side of the building. Final location to approved by the AHJ. A1.1 Callout Stan Crittenden : Fire Open 3 Fire hydrant must be located a maximum distance of 150 ft. away from the FDC, which will be located on the addressing/ street side of the building. Report Date: 04.10.2023 Approval of plans does not constitute approval of variance from code Page 2 of 3 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments A1.1 Callout Stan Crittenden : Fire Open 3 Addressing monument to be placed to be visible from the street showing the adressof the apartment complex and which building has which apartments. A1.1 Callout Kyle Baldwin : P&Z Open 3 Parking areas of four (4) or more vehicles shall dedicate ten (10%) percent of the parking area to landscaping and snow storage. See development code 3.04.060,A,4 Need 700 sq. ft. of snow storage A1.1 Free Text Joel Gray : PW Open 3 Site grading plan required, ie pavement elevations. Storm run off required to be maintained on site. Flat grass will not retain runoff.. Detention area required, Report Date: 04.10.2023 Approval of plans does not constitute approval of variance from code Page 3 of 3 Powered by TCPDF (www.tcpdf.org) WALSH RESIDENCE REXBURG, IDAHO MADISON COUNTY LOCATION MAP PROJECT LOCATION SHEET INDEX SHEET #SHEET NAME A0.0 COVER SHEET A1.0 GENERAL NOTES A1.1 SITE PLAN A2.1 MAIN LEVEL A3.0 ELEVATIONS A3.1 ELEVATIONS A3.2 3D VIEWS A3.4 3D VIEWS A4.0 FOOTAGES A4.1 ROOM AREAS A4.2 ROOF PLAN A4.3 CROSS SECTION A6.0 ARCHITECTURAL DETAILS A6.1 DETAILS A6.2 DETAILS E1.1 MAIN LEVEL ELECTRICAL S1.0 FOUNDATION PLAN S1.1 ROOF FRAMING SD1 STRUCTURAL DETAILS (york) SD2 STRUCTURAL DETAILS (york) 26 3 S . 4 T H W E S T RE X B U R G , ID A H O 8 3 4 4 0 3D VIEWS ARE CONCEPTUAL ONLY Engineered By: Date Drawn by Designed for Sheet OF 801.455.2080 devin@dswdrafting.com D S W DRAFTING CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. Let's create something together REVISED: 4/3/2023 4:50:34 PM 4-Plex (slab on grade) York Engineering (801) 876-3501 May 2022 DSW Patrick Walsh A0.0 20 C O V E R S H E E T REVISION SCHEDULE No. Description Date Concealed spaces need draft stopping and fire blocking as per section 718. Need Envelope COMM check or prescriptive insulation form completed. As per section 1107.6.3, units to be built as type B units. Walls, partitions and floor-ceiling assemblies separating dwelling units or from public and service areas shall not have a sound transmission class of not less then 50. Revisions on Engineer structural calculations still remain. Need to call out construction type, occupancy type and risk category. All commercial projects need to be designed in accordance to the IBC 2 018. All plans need to be stamped by a design professional. NOTE: These plans shall be built according to the building standards in the state, county, city they are built in 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 4/3/2023 4:45:26 PM G E N E R A L N O T E S (slab on grade) May 2022 DSW Patrick Walsh A1.0 20 4-Plex REVISION SCHEDULE No. Description Date 3 CITY CORRECTIONS 9.26.22 DEFERRED SUBMITTAL ITEMS: Trusses, Floor Trusses, Gas Line Schematic, Fireplace Manufacture, Stucco Installation, Res Check, Fire Sprinkler Submittal, Precast Concrete Floors Framing Notes: 1. Provide a minimum 18 inch clearance for wood joists and 12 inches clearance for wood girders in the crawlspace unless proper redwood or pressure treated wood is specified. 2. All lumber in contact with concrete or masonry including ledgers and furring walls must be preservatively treated or foundation- grade redwood. 3. Provide ½" airspace at tops, sides and ends of girders entering exterior concrete or masonry walls unless woods resistant to decay are used. 4. No wood shall be nearer than 8 inches to earth unless separated by concrete at least 3 inches in thickness with an impervious membrane installed between the earth and the concrete. This includes decks and siding. 5. Fasteners for preservative-treated and fire-retardant-treated wood shall be of hot-dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper. Fastenings for wood foundations shall be as required in AF&PA Technical Report No. 7. IBC. 6. Accessible below-floor areas shall be provided with a minimum 18" x 24" access opening. For access to mechanical equipment in these areas see IRC. 7. Provide a minimum 22" x 30" attic access in a hallway or other readily accessible location. See M1305.1.3 for access to furnaces and other mech. equipment in attics. 8. Provide double joists under bearing partitions which are parallel to floor joists. 9. Provide solid blocking at bearing points on floor joists or rafters. 10. Provide minimum of 2 inch thick redwood planks for deck if deck joist spacing is 16" on center or greater. Nominal 1" thick planking shall not be used where deck joists are spaced greater than 12" on center. 11. Provide 24-inch on-center blocking for vertical siding. 12. Provide T&G underlay-grade plywood and nailing schedule for subfloor if there is not additional particleboard. 13. Show exterior grade plywood or other approved exterior materials for soffits. 14. Provide roof sheathing rating and nailing schedule as per engineering design, or minimum 5/8”, 40/20 rating if no professional design is provided. 15. Fire block stud spaces at soffits, floor and ceiling joist lines, at 10 ft vertically and horizontally, and at openings between attic spaces and chimney spaces for factory-built chimneys, and at any other locations not specifically mentioned which could afford passage for flames. 16. Provide hurricane ties on all rafters and trusses. 17. Where fire sprinklers are required by IRC regulations, City Ordinances, or property covenants, conditions or restrictions, all Townhouses as defined by the International Residential Code will be built to NFPA 13 or 13R. One- and two-family dwellings will be as follows: 18. Special inspection is required for field welding for all structural connections. 19. Steel lintels shall be shop coated with a rust inhibitive paint, except for lintels made of corrosion-resistant steel. 20. Support of masonry veneer by roof construction shall be per section. Stairway/Handrailing/Guardrailing Notes: All stairs,stairways, handrailings and guardrailings (guards) shall comply with IRC and State amendments. Items 1 through 10 are not inclusive of all stairs, stairways, handrailing and guardrailing requirements. 1. Stairways shall not be less than 36 inches in clear width at all points above the permitted handrail height. Handrails shall not project more than 4.5 inches on either side. 2. The tops of handrails shall be placed between 34 inches and 38 inches above the nosing of the treads. They shall be continuous the full length of the stairs. Ends shall be returned or shall terminate in newel posts or safety terminals. The handgrip portion of handrails shall be not less than 1-1/4 inches nor more than 2-5/8 inches in cross-sectional dimension or the shape shall provide an equivalent gripping surface. Handrails projecting from a wall shall have a space of not less than 1.5 inches between the wall and the handrail. 3. All unenclosed floor and roof openings, open and glazed sides of landings and stairs, balconies and porches more than 30 inches above grade, and roofs used for other than service of the building shall be protected by a guard (aka “Guardrail”). Guards shall not be less than 36 inches in height. Open guards shall have intermediate rails or an ornamental pattern such t hat no sphere 4 inches in diameter can pass through. 4. The minimum headroom in all parts of a stairway shall not be less than 6'-8" measured vertically from the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform. 5. Stairway risers shall not exceed 8 inches and tread shall not be less than 9 inches. State Amendment to the IRC. If open risers are provided, the openings shall be less than 4”. 6. Stair tread nosing: The radius of curvature at the leading edge of the tread shall be no greater than 9/16 inch (914.3 mm). A nosing not less than ¾ inch (19 mm) but not more than 1 ¼ inches (32 mm) shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch (9.5 mm) between two stories, including the nosing at the level of floors and landings. Beveling of nosing shall not exceed ½ inch (12.7 mm). Risers shall be vertical or sloped from the underside of the leading edge of the tread above at an angle not more than 30 degrees (0.51 rad) from the vertical. Open risers are permitted, provided that the opening between treads does not permit the passage of a 4 inch (102 mm) diameter sphere. (Utah State amendment) Exceptions. A. A nosing is not required where the tread depth is a minimum of 10 inches (254 mm). B. The opening between adjacent treads is not limited on stairs with a total rise of 30 inches (762 mm) or less. Note: This means that concrete stairs, without nosings, must have a tread depth of 10 inches. 7. Landings shall have a minimum dimension measured in the direction of travel of 36 inches. 8. Show ½" gypsum board on walls and soffits under a stairway with enclosed accessible space. 9. Winder treads shall have a minimum tread depth of 10 inches (254 mm) measured as above at a point 12 inches (305 mm) from the side where the treads are narrower.Winder treads shall have a minimum tread depth of 6 inches (152 mm) at any point. Within any flight of stairs, the largest winder tread depth at the 12 inch (305 mm) walk line shall not exceed the smallest by more than 3/8 inch (9.5 mm). 10. Fire block stud spaces at soffits, floor and ceiling joist lines, at 10 ft vertically and horizontally, and at openings between attic spaces and chimney spaces for factory-built chimneys, and at any other locations not specifically mentioned which could afford passage for flames. Fireplace Notes: 1. Masonry Fireplaces: Combustible material shall not be placed within 2 inches of fireplace smoke chamber or chimney walls. Combustible material shall not be placed within 6 inches of the fireplace opening. No such combustible material within 12 inches of the fireplace opening shall project more than 1/8" for each 1" distance from such an opening. 2. Masonry Fireplaces: All masonry and concrete chimneys shall be anchored at each floor, ceiling line, or roof line more than 6 feet above grade, EXCEPT where chimney is constructed completely within the exterior walls of the building. Anchorage shall consist of two 3/16" x 1" steel straps embedded a minimum 12' into the chimney. Straps shall be hooked around the outer bars and extend 6" beyond the bend. Each strap shall be fastened to a minimum of four floor ceiling or floor joists or rafters with two ½-inch bolts. 3. Chimneys shall extend at least 2 feet higher than any portion of a building within 10 feet, but shall not be less than 3 feet above the point where the chimney passes through the roof. 4. Decorative shrouds shall not be installed at the termination of factory built chimneys except where the shrouds are listed and l abeled for use with the specific chimney system and installed according to the manufacturer's instructions. 5. The listing for the fireplaces shown on the plans shall be provided at mechanical inspection. Plumbing Notes: 1. All plumbing installations shall comply with International Residential Code. 2. Provide location for gas and electrical meters in an area that is protected from snow and ice damage. 3. Provide a floor drain by the water heater. Provide a metal pan under the water heater or steam shower equipment if located on a wood floor. 4. Provide water closets with a flow rate of not more than 1.6 gallons per flush. 5. Provide showerheads with a flow rate of note more than 2.5 gpm. 6. Provide non-freeze type backflow preventer hose bibs. 7. All plumbing vents through the roof to be minimum 3" pipe. 8. Provide expansion tank on the culinary water system. 9. Hydro-massage whirlpool bathtub electrical equipment shall be accessible without damaging the building structure of building finish. 10. Showers shall be finished to a height of not less than 72 inches above the floor. Material shall be non-absorbent. Tubs & Showers with tiled walls require a Portland cement application, fiber-cement or glass mat gypsum backer; green board is no longer allowed in this application. 11. Provide a floor drain by the water heater. Show a metal pan under the water heater or steam shower equipment if located on a wood floor. 12. Provide 21" clearance in front of water closet. Show a full 30" wide finished space for water closet. 13. In seismic design categories C, Do, D1 and D2, water heater shall be anchored or strapped in the upper third and lower one-third of the appliance to resist a horizontal force equal to one third of the operating weight. 14. Water heater shall be anchored or strapped in the upper third of the appliance to resist a horizontal force equal to one third of the operating weight. 15. Provide expansion tank on the culinary water system. 16. Garage drains shall run to sanitary sewer via a sand and oil separator. Electrical Notes: 1. All electrical installations shall comply with the 2017 NEC codes if electrical service is applicable. 2. All receptacles serving kitchen countertops, in garages, baths, unfinished basements and outside receptacles shall be GFCI protected. 3. Lights in closets must comply with the clearance dimensions of 2017 NEC codes. 4. Electrical panels must comply with IRC for 30" by 36" working space and 6'-6" headroom. Show location. 5. Provide smoke detectors conforming to IRC. All levels, all bedrooms, access to all bedrooms and in all rooms with sloped ceilings next to halls serving bedrooms. All detectors shall be hard-wired, interconnected, and have battery backup. Also, a smoke detector shall be located in the immediate area outside of each bedroom 6. Provide at least two outside grade level receptacles - one in the front yard and one in the rear yard. 7. All branch circuits that supply 120-volt, single phase, 15 and 20 ampere outlets installed in bedrooms shall be AFCI protected. 8. Carbon Monoxide detectors shall be installed on each habitable level of a dwelling unit equipped with a fuel burning appliance and shall be interconnected with smoke detectors. 9. Hot tub and spa installations and location shall comply with NEC. 10. Hydro-massage whirlpool bathtub electrical equipment shall be accessible without damaging the building structure of building finish. 11. Provide a concrete-encased grounding electrode in the footing and foundation. 12. A minimum of 50 percent of the lamps permanently installed lighting fixtures shall be high-efficiency lamps. 13. All 15 and 20 ampere receptacles in every kitchen, family room, dining room, living room, parlor, library, den, sun room, bedroom, recreation room or similar room or area of dwelling units shall be listed tamper-resistant receptacles. 14. All 125-volt, single phase, 15 or 20 ampere receptacles installed in garages and unfinished laundry areas shall have ground-fault circuit-interrupter protection for personnel. 15. In the kitchen, a minimum of two 20-ampere small-appliance branch circuits shall serve all wall and floor receptacle outlets. 16. The installation of wiring and equipment associated with swimming pools, hot tubs, spas, etc: the GFCI receptacle that provides power for the pump and associated equipment shall be 6 to 10 feet from the inside wall of pool. One general purpose GFCI outlet shall be between 6 and 20 feet from pool. 17. Where a fuel burning appliance is located within a bedroom or its attached bathroom a carbon monoxide alarm shall be installed within the bedroom. 18. 2017 NEC allows branch circuit supplying the receptacle in a garage to supply outlets outside of the garage. Mechanical Notes: 1. All mechanical installations shall comply with the International Residential Code and International Fuel Gas Code. 2. Provide a comfort heating system capable of maintaining 68" F at a point 36 inches above the floor in all rooms. Generally equipment cannot be installed in sleeping rooms or bathrooms. 3. Provide combustion air for all fuel-burning appliances at a minimum rate of 1 sq inch per 3000 Btu/hour input. The one opening must be in the top 12 inches of the room. Show minimum 1 inch clearance around equipment at sides and rear of the appliance. Show minimum 6 inch clearance in front of the appliance. 4. Gas logs and each gas appliance shall have a shut-off valve within 6 feet of the appliance. 5. Fuel-burning appliances, including fireplaces, are not permitted to be installed in sleeping rooms, bathrooms, or toilet rooms unless the appliances are Direct Vent appliances. See IRC for more information and the list of exceptions. 6. Fuel-fired water heaters shall not be installed in a room used as a storage closet. Non-direct-vent water heaters located in a bedroom or bathroom shall be installed in a sealed enclosure so that combustion air will not be taken from the living space. 7. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches above the floor in garages. Rooms or spaces that are not part of the living space of a dwelling unit and that communicate with a private garage through openings shall be considered to be part of the garage. 8. Appliances located in a garage or carport shall be protected from impact by automobiles. 9. Submit layout plans, design calculations, and product specifications for the radiant heat system. No snow melt tubing or mesh is permitted in the public right-of-way without a separate permit from the City Engineer. 10. Insulate heating trunk and branch supply ducts in unfinished areas, crawl spaces, attics, unheated garages, etc. 11. Insulated heat ducts (supply-air) located in unconditioned spaces (attics & crawl spaces) are required to have a minimum R-value of R-11. 12. Vent the dryer to the outside. Maximum length of the duct with two 90-degree elbows is 15 feet. Provide makeup air to laundry room. 13. If gas pipe system is over 4 ounces pressure provide a gas piping schematic for the system. Clearly identify the operating pressure, type of piping material, size of the gas pipe, lengths of the piping runs, capacity of each appliance in Btu’s/hour or cubic feet of gas per hour, identify the brand and location of each regulator, and venting of each regulator. 14. Room and areas requiring mechanical ventilation other than bathrooms provide an approved mechanical ventilation system capable of producing 0.35 air changes per hour. 15. Bathrooms requiring fans, provide mechanical ventilation system capable of producing 50 cfm for intermittent operation or 20 cfm for continuous operation. Ventilation air shall be exhausted directly to the outside. 16. Natural gas service lines shall be no less than 1 inch (25 mm) in diameter. 17. Range hoods that are capable of exhausting air to the outside in excess of 400 CFM require make up air. 18. Install all fuel burning equipment per Mechanical Code. Gas Piping: 1. Gas piping plan shall be on site for gas line and meter inspection. 2. PROHIBITED LOCATIONS: Gas piping shall not be installed in or through a ducted supply, return, exhaust, clothes chute, chimney, dumbwaiter or elevator shaft. Gas piping installed downstream of the point of delivery shall not extend through any townhouse unit other than the unit served by such piping. 3. Gas piping shall not penetrate building foundation walls at any point below grade. 4. Appliances shall not be located in sleeping rooms, bathrooms, toilet rooms, storage rooms or a space that opens into such rooms. See this reference for exceptions. 5. Gas piping installed underground beneath buildings is prohibited expect where the piping is encased in a conduit. Such conduit shall extend not less than 4" outside the building, shall be vented above grade to the outdoors and shall be installed so as to prevent the entrance of water or insects. 6. Gas logs and each gas appliance shall have a shut-off valve within 6 feet of the appliance. 7. If gas pipe system is over 4 ounces pressure provide a gas piping schematic for the system. Clearly identify the operating pressure, type of piping material, size of the gas pipe, lengths of the piping runs, capacity of each appliance in Btu’s/hour or cubic feet of gas per hour, identify the brand and location of each regulator, and venting of each regulator. 8. Natural gas service lines shall be no less than 1 inch (25 mm) in diameter. 9. Provide location for gas and electrical meters in an area that is protected from snow and ice damage. Architectural Notes: 1. All work shall comply with the International Residential Code. Structural shall comply with International Building Code. 2. All submittals and changes to plans shall be approved by the architect prior to being submitted to the building official for approval. Engineer to approve all structural changes. Deferred Submittals must be approved by the design professional. 3. All habitable rooms, except kitchens, are to have an area of not less than 70 sq ft with a minimum of 7 ft in any dimension. 4. Habitable rooms, hallways, corridors, laundry rooms and basements shall have a ceiling height of not less than 7 feet measured from finished floor to finished ceiling, bathrooms can be at 6’8”. Not more than 50% of the required floor area is permitted to have a sloped ceiling less than 7 feet with no portion of the required floor area less than 5 ft in height. 5. Minimum window area shall equal not less than 8% of the floor area of the room unless artificial light is provided capable of producing an average illumination of 6 footcandles over the area of the room at a height of 30 inches. 6. Provide emergency egress for basements with habitable space and each sleeping room: an exterior door or window with a finished sill height within 44" of the floor, minimum net clear openable area of 5.7 sq ft, minimum net clear openable width of 20" and minimum net clear openable height of 24". Grade floor openings may have a minimum net clear opening of 5 sq ft. 7. Show that window wells will provide a minimum net clear opening of 9 sq ft with a minimum dimension of 36 inches. Show a permanent ladder if window well is more than 44 inches deep. 8. Required windows shall open directly onto a public street, public alley, yard or court. 9. Window sills in dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere cannot pass. 10. Natural ventilation equaling 4% of the floor area shall be through windows, doors, louvers or other approved openings to the outdoors unless an approved mechanical ventilation system is provided capable of producing 0.35 air changes per hour in the room or a whole-house mechanical ventilation system is installed. 11. Glazing used in doors and panels of showers and bathtub enclosures and walls enclosing these compartments shall be tempered. 12. Showers shall have doors sized to provide a minimum of 22" inch net clear opening. 13. Tempered glass shall be provided in: Frameless glass doors, glass in doors, glass within a 24" arch of doors, glazing less than 60" above a walking surface that is within 5 ft of stairs, or glazing within 5 ft of spas or pools, certain fixed glass panels, and similar glazed openings subject to human impact. 14. Provide not less than 5/8 inch gypsum board on the garage side of the wall and ceiling separating a garage and a dwelling. Where the separation is a floor-ceiling assembly, the structure supporting the separation shall be protected with not less than 5/8 inch type X gypsum board on the ceiling. 15. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted Other openings b etween the garage and residence shall be equipped with solid wood doors not less than 13/8 inches (35 mm) in thickness, solid or honeycomb core steel doors not less than 13/8 inches (35 mm) thick, or 20-minute fire-rated doors. 16. Garage attic access doors shall be 20 minute labeled or of equivalent construction. 17. Automatic garage door openers , if provided, shall be tested in accordance with UL325. 18. Provide listing (approval) number for fireplace stove, fireplace insert, or shower steamer appliance. 19. Provide 30# interlayment between courses of shakes. Show roof valley flashing minimum 28 galvanized sheet gauge corrosion-resistant metal extending at least 11 inches from centerline each way. Show ice shield extending from the eaves to a point at least 24 inches inside the exterior wall line. 20. Composition shingles shall not be installed on roofs having a slope less than 4 to 12 unless double underlayment is installed in accordance with IRC. 21. Asphalt shingle, clay and concrete tile, metal shingle, mineral-surfaced roll roofing, slate and slate-type shingle, wood shingle, and wood shake roof materials require an ice barrier that extends from the edge of the eaves to a point not less than 24 inches inside the exterior wall line of the building. 22. Provide exterior grade plywood or other approved exterior materials for soffits. 23. Provide a minimum 4-mil polyethylene vapor retarder over insulation on exterior walls and roof ceilings. 24. Exterior walls shall provide the building with a weather-resistive exterior wall envelope. Provide weather-resistive barrier flashing details for windows, door and other openings in the building envelope, include manufacturer’s installation instructions. 25. The interior shaft of elevators to have 5/8” type “X” drywall. 26. Private residence elevators and limited use lifts shall comply with ASME17.1 and ASME 18.1. 27. Inspections are required for all stucco and EIFS systems. Provide product specifications and ICBO Evaluation Report (or equal) for any stucco or EIFS system used. 28. Snow shedding: If the setback from any property line is less than 10 feet, or if snow shedding occurs over any exit door, site plans and building designs shall resolve snow release issues to the satisfaction of the Chief Building Official. Solutions must minimize the impacts of snow shedding on adjacent properties and/or improvements. 29. Exterior siding shall comply with IRC 30. Flashing shall be installed in such a manner so as to prevent moisture from entering the wall or to redirect it to the exterior. Flashing shall be installed at the perimeters of exterior door and window assemblies, penetrations and terminations of exterior wall assemblies, exterior wall intersections with roofs, chimneys, porches, decks, balconies and similar projections and at built- in gutters and similar locations where moisture could enter the wall. Flashing with projecting flanges shall be installed on both sides and the ends of copings, under sills and continuously above projecting trim. 31. Stone veneer units not exceeding 10 inches (254 mm) in thickness shall be anchored directly to masonry, concrete or to stud c onstruction by one of the following methods: a. With concrete or masonry backing, anchor ties shall be not less than 0.1055-inch (2.68 mm) corrosion-resistant wire, or approved equal, formed beyond the base of the backing. The legs of the loops shall be not less than 6 inches (152 mm) in length bent at right angles and laid in the mortar joint, and spaced so that the eyes or loops are 12 inches (305 mm) maximum on center (o.c.) in both directions. There shall be provided not less than a 0.1055-inch (2.68 mm) corrosion-resistant wire tie, or approved equal, threaded through the exposed loops for every 2 square feet (0.2m2) of stone veneer. This tie shall be a loop having legs not less than 15 inches (381 mm) in length bent so that it will lie in the stone veneer mortar joint. The last 2 inches (51 mm) of each wire leg shall have a right-angle bend. One-inch (25 mm) minimum thickness of cement grout shall be placed between the backing and the stone veneer. b. With stud backing, a 2-inch by 2-inch (51 by 51 mm) 0.0625-inch (1.59 mm) corrosion-resistant wire mesh with two layers of water-resistive barrier in accordance with Section 1404.2 shall be applied directly to wood studs spaced a maximum of 16 inches (406 mm) o.c. On studs, the mesh shall be attached with 2-inch-long (51 mm) corrosion-resistant steel wire furring nails at 4 inches (102 mm) o.c. providing a minimum 1.125-inch (29 mm) penetration into each stud and with 8d common nails at 8 inches (203 mm) o.c. into top and bottom plates or with equivalent wire ties. There shall be not less than a 0.1055-inch (2.68 mm) corrosion-resistant wire, or 32. N/A. 33. Special inspection is required for field welding and high strength bolting. IBC. 34. A permanent certificate shall be posted on or in the electrical distribution panel listing the predominant R-values of insulation installed in or on ceiling /roof, walls, foundation, (slab, basement wall, crawlspace wall and /or floor) and ducts outside the conditioned spaces; U-factors of windows, and the solar heat gain coefficient of windows. The type and efficiency of heating, cooling and service water heating equipment shall also be listed. Note: The listing will not allow you to drill or modify the panel or cover in any way to accomplish this. Ventilation: 1. Provide crawlspace / underfloor ventilation: Minimum 1 sq ft for each 150 sq ft of underfloor area, or 1:1,500 if 4 mil visqueen is provided on the ground. Vents to be arranged to provide cross-ventilation on at least two opposing sides. 2. Provide cross ventilation for enclosed attics and spaces between rafters for each separate space. Ventilating openings shall be protected against the entrance of rain or snow. The total net free ventilating area shall not be l ess than 1 to 150 of the area of the space ventilated. This may be reduced to not less than 1 to 300 if: (1) openings are provided in the upper and lower portions of the ventilated space, OR, (2) a 1 perm vapor barrier is i nstalled on the warm side of the ceiling. 3. Unventilated areas of roof require an approved insulation system. Submit insulation system for approval by building official prior to insualting. 4. Unvented conditioned attic assemblies shall comply with IRC. 5. The openable window area in bathrooms, water closet compartments, and other similar rooms shall not be less than 1-1/2 sq ft unless a mechanical ventilation system capable of producing 50 cfm for intermittent operation or 20 cfm for continuous operation is provided. Ventilation air shall be exhausted directly to the outside. Site Plan Notes: 1. All surface water shall drain away from the house at all points. Direct the drainage water to the street or to an approved drainage course but not onto neighboring properties. The grade shall fall a minimum of 6 inches within the f irst 10 ft. 2. Finish grade cuts and fills that have a slope greater that 2:1 require a soils report. 3. All retaining walls are required to be engineered. 4. Retaining walls (greater than 4' or supporting a surcharge) require a separate permit. Separate plans, specifications and applications are to be submitted and reviewed prior to issuance of these permits. 5. Provide a special inspection for soil compaction. 3 3 3 3 3 All work shall comply with IBC 2 018. 4T H W E S T SE T B A C K 10 ' - 0 " SETBACK 10' - 0" SE T B A C K 10 ' - 0 " 165' - 0" 80 ' - 0 " 165' - 0" 80 ' - 0 " 75' - 0"90' - 0" 30' - 0"24' - 6" 40 ' - 0 " 12 ' - 0 " 27' - 6" LO T S P L I T 40 ' - 0 " 4' - 2"9' - 0"9' - 0"5' - 4" 16 ' - 0 " 20 ' - 0 " DR I V E W A Y 24 ' - 0 " EXISTING GARAGE TO BE REMOVED 8' - 0"9' - 0"8' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0" 1' - 0 " 23 ' - 0 " 16 ' - 0 " 1A 2A 1W 2W 1X 2X 1Y 2Y 1Z 2Z 14' - 10 1/2" SIDEWALK SIDEWALK 5' - 0" 14 ' - 0 " 22' - 0" EXISTING WATER WATER METER 20 ' - 0 " EXISTING SEWER LINE E L E C T R I C A L L I N E 1 1 1 NE W S E W E R L I N E NEW WATER TO CITY CONNECT 10' INTO ROAD 1 1 EXISTING HOME TO BECOME DUPLEX 15' - 0" 5' - 0" 5' - 0 " SIDEWALK SIDEWALK SIDEWALK WATER RUNOFF TO DRAIN TO GRASS AREA SIDEWALK SIDEWALK FIBER CONDUIT & DISTRIBUTION BOX 5' - 0 " 23 0 ' T O F I R E HY D R A N T 19 0 ' T O F I R E HY D R A N T NEW SEWER LINE TO CITY CONNECT ON WEST SIDE OF ROAD NOTE: FIRE TRUCK MUST PULL IN 24' TO REACH THE 150' FOR HOSE TO REACH ALL SIDES OF 4-PLEX 24' - 0" DRIVEWAY GRASS GRASS GRASS GRASS GRASS/LANDSCAPE NEW PAVEMENT 10 ' - 0 " 2 2 2 2 2 2 2 2 2 2 2 2 5' - 0" FUTURE SHED 125 AMP SERVICE PER UNIT 4 FIREWALL SEPARATION TO BE MIN. 5/8" DRYWALL. WALLS AND CEILING WHICH ARE SHARED WALLS, AND WALLS SUPPORTING FLOOR ABOVE, AND ALL STRUCTURAL ELEMENTS SUPPORTING FLOOR ABOVE MUST BE PROTECTED WITH 5/8" TYPE 'X' GYP. BOARD: SCREWED @ 4" O.C. EDGES, 6" IN FIELD . ANY PENETRATION TO BE PROTECTED WITH APPROVED MATERIAL TO RESIST THE PASSAGE OF FLAME & SMOKE FIRE SEPERATION WALL MUST EXTEND FROM FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING 3 SETBACK 10' - 0"WORK IN CITY ROW MUST CONFORM WITH CITY ENGINEERING STANDARDS 3 SIGHT TRIANGLE REQUIRED AT INGRESS/EGRESS 3 SNOW STORAGE AREA 10' - 0" 18 ' - 0 " 3 4 4 4' - 0" 1B 2B 20 ' - 0 " 20 ' - 0 " NEW DOOR 4' - 0 " 25 ' - 0 " 3' - 5 1/2" PERMEABLE/NON-PERMEABLE BREAKDOWN OVERALL: 13,200 sq. ft. HOMES: 3,228 sq. ft. PAVEMENT: 7,000 sq. ft. GRASS/LANDSCAPE: 2,792 sq. ft. SNOW STORAGE AREA: 180 sq. ft. 4850' 4850'4850' 4850' 4 4 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 4/3/2023 4:45:27 PM S I T E P L A N (slab on grade) May 2022 DSW Patrick Walsh A1.1 20 4-Plex NOTE: ADD FENCING AND WATER RETENTION METHODS TO PREVENT DIRT & DEBRIS FROM ENTERING STORM DRAINS DURING CONSTRUCTION NOTE: ALL STORM WATER AND DIRT WILL BE KEPT ON SITE DURING CONSTRUCTION UNTIL FINAL LANDSCAPING IS DONE. GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR KEEPING DIRT/MUD ON SITE DURING BAD WEATHER AND FOR CLEANING UP AFTER SUBCONTRACTORS THE GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10 FEET (5%) STREET, CURB AND GUTTER WILL BE INSPECTED AND CLEANED OF ALL MUD AND DIRT AT THE END OF EVERY DAY GRAVEL BAGS TO BE PLACED AND MAINTAINED AROUND ANY STORM DRAIN INLET ADJACENT TO OR IMMEDIATELY DOWNSTREAM FROM SITE DURING CONSTRUCTION SILT FENCES OR BERMS ARE REQUIRED ALONG PROPERTY LINES TO PREVENT STORM WATER FLOW ONTO ADJACENT LOTS ADD EXTERNAL ACCESSIBLE INTERSYSTEM BONDING TERMINAL FOR THE GROUNDING AND BONDING OF COMMUNICATIONS SYSTEMS. THIS IS A GROUNDING BUS ON THE OUTSIDE OF THE ELECTRICAL SERVICE, NOT A UFER A LINED CONCRETE WASHOUT AREA MUST BE PROVIDED AT THE SITE FOR ALL CONCRETE WORK. WASHOUT INTO FOUNDATION OR ON THE GROUND IS PROHIBITED NOTE: WINDOW WELLS TO BE A MIN. OF 3" ABOVE FINISHED GRADE EXCAVATION-FOUNDATION VERIFY SEWER DEPTH @ MANHOLE BEFORE EXCAVATION TO DETERMINE DRIVEWAY SLOPE REVISION SCHEDULE No. Description Date 1 ADDED UTILITIES 7.26.22 2 UPDATED CHANGES 9.1.22 3 CITY CORRECTIONS 9.26.22 4 SITE FIXES 3.29.23 ADDRESS: 263 S. 4TH WEST REXBURG, IDAHO 83440 DATE: MAY, 2022 SQUARE FEET: 13,200 NOTE: GRADE LOT SO SURFACE WATER IS PREVENTED FROM CROSSING PROPERTY LINES. SCALE:1/8" = 1'-0"1 SITE PLAN As per city ordinance, F ire D epartment Connection must be located on the addressing or street side of the building. F inal location to approved by the AH J . Addressing monument to be placed to be visible from the street showing the adressof the apartment complex and which building has which apartments. P arking areas of four (4 ) or more vehicles shall dedicate ten (10% ) percent of the parking area to landscaping and snow storage. S ee development code 3.04 .060,A,4 Need 700 sq . ft. of snow storage As per section 1106.5, at least one parking stall needs to be van accessible. F ire hydrant must be located a max imum distance of 150 ft. away from the F D C, which will be located on the addressing/ street side of the building. S ite grading plan req uired, ie pavement elevations. S torm run off req uired to be maintained on site. F lat grass will not retain runoff.. D etention area req uired, Cross slope of sidewalks and landings at doors not to ex ceed 2 % . As per city ordinance, all four plex es must have fire sprinklers installed per International fire Code 2 018 S ection 9 03. 2x6 Wall 2x4 Wall Temp. Wall Future Wall 1x2 Wall WALL LEGEND NOTE: FLOOR DRAINS MUST HAVE TRAP PRIMERS OR DEEP SEAL TRAPS NOTE: A BACK WATER VALVE IS REQUIRED TO PROTECT PLUMBING FIXTURES THAT ARE LOCATED BELOW THE ELEVATION LEVEL OF THE NEAREST UPSTREAM MAN HOLE COVER. FIXTURES THAT ARE ABOVE THE ELEVATION OF THE MAN HOLE COVER SHALL NOT DISCHARGE THROUGH THE BACK WATER VALVE NOTE: LANDINGS OR FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1 1/2" LOWER THAN THE TOP OF THE THRESHOLD. THE LANDING OF FLOOR ON THE EXTERIOR SIDE SHALL NOT BE MORE THAN 7 3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OF FLOOR NOTE: BACKFLOW PREVENTERS OR VACUUM BREAKERS FOR PROTECTION OF POTABLE WATER ON HOSE BIBS, IRRIGATION OR SPRINKLER SYSTEM, BOILERS AND HEAT EXCHANGERS NOTE: TRUSS COMPANY TO MEET WITH BUILDER & HOME OWNER BEFORE TRUSSES ARE BUILT NOTE: STAIRS TO BE BUILT WITH 4 STRINGERS EVENLY SPACED NOTE: ALL PLUMBING WALLS TO BE FRAMED WITH 2X6 WALLS NOTE: FRAMERS;PLEASE REFER TO FLOOR PLANS AND ELEVATIONS FOR WINDOW SIZE AND PLACEMENT NOTE: ALL DIMENSIONS ARE TO ROUGH FRAMING FIREWALL SEPARATION TO BE MIN. 5/8" DRYWALL. WALLS AND CEILING WHICH ARE SHARED WALLS, AND WALLS SUPPORTING FLOOR ABOVE, AND ALL STRUCTURAL ELEMENTS SUPPORTING FLOOR ABOVE MUST BE PROTECTED WITH 5/8" TYPE 'X' GYP. BOARD: SCREWED @ 4" O.C. EDGES, 6" IN FIELD . ANY PENETRATION TO BE PROTECTED WITH APPROVED MATERIAL TO RESIST THE PASSAGE OF FLAME & SMOKE FIRE SEPERATION WALL MUST EXTEND FROM FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING SHELF & (2) RODS WC SINK DW TUB/SHOWERREF.RANGE A A4.3 A A4.3 Kit. HARD SURFACE 9'-0" PLATE HEIGHT NOTE: MINI SPLITS TO BE USED (SEE HOME OWNER) ENTRY HARD SURFACE Living HARD SURFACE 9'-0" PLATE HEIGHT BATH HARD SURFACE Bed CARPET 9'-0" PLATE HEIGHTLAUN. LINEN 36" TABLE BENCH COAT HOOKS BUILT IN PANTRY ENTRY HARD SURFACE Kit. HARD SURFACE Living HARD SURFACE 9'-0" PLATE HEIGHT BATH HARD SURFACE Bed CARPET 9'-0" PLATE HEIGHT LAUN.LINEN BUILT IN PANTRY BUILT IN PANTRY BUILT IN PANTRY CLOSET CLOSET CLOSET CLOSET Kit. HARD SURFACE ENTRY HARD SURFACE Living HARD SURFACE 9'-0" PLATE HEIGHT BATH HARD SURFACE Bed CARPET 9'-0" PLATE HEIGHT LAUN. LINEN ENTRY HARD SURFACE Kit. HARD SURFACE Living HARD SURFACE 9'-0" PLATE HEIGHT BATH HARD SURFACE Bed CARPET 9'-0" PLATE HEIGHT LAUN.LINEN 5' - 0"22' - 11 3/4"5' - 6 1/2"5' - 8 1/2"5' - 3"5' - 6 1/2"22' - 11 3/4" 11' - 3"10' - 9 1/2" 68' - 0" 5' - 6 " 6' - 9 1 / 2 " 2' - 6 " 2' - 1 1 1 / 2 " 6' - 9 1 / 2 " 5' - 6 " 14 ' - 9 1 / 2 " 15 ' - 3 " 30 ' - 0 " 1/ 2 " 20 ' - 9 " 9' - 3 " 5' - 6 " 6' - 9 1 / 2 " 2' - 9 " 2' - 9 " 6' - 9 1 / 2 " 5' - 6 " 15 ' - 0 " 15 ' - 0 " 30 ' - 0 " 20 ' - 9 " 9' - 3 " 5' - 0"15' - 4 1/4"7' - 7 1/2"5' - 6 1/2"5' - 5 3/4"5' - 5 3/4"5' - 6 1/2"7' - 7 1/2"15' - 4 1/4" 22' - 11 3/4"11' - 0 1/4"11' - 0 1/4"22' - 11 3/4" 68' - 0" 2 HR. FIRE RATED WALL 2 HR. FIRE RATED WALL 2 H R . F I R E R A T E D W A L L 2 H R . F I R E R A T E D W A L L 2 HR. FIRE RATED WALL 8' - 0 " 1' - 6 " 1' - 6 " 3' - 4 " 1' - 11 1/2"1' - 11 1/2"2' - 0"3' - 8" 2' - 4 1 / 2 " 5' - 7 1 / 2 " 4' - 6 " 1' - 1 0 " 7' - 5 " 3' - 7 " 3' - 4 " 3' - 11" 2' - 8"5' - 2"2' - 8" 8' - 0 " 1' - 6 " 1' - 6 " 3' - 7 " 1' - 11 1/2"1' - 11 1/2"2' - 0"3' - 10" 2' - 4 1 / 2 " 5' - 7 1 / 2 " 4' - 6 " 2' - 1 " 7' - 5 " 3' - 7 " 3' - 7 " 3' - 11" 2' - 8"5' - 2"2' - 8" 8' - 0 " 1' - 6 " 1' - 6 " 3' - 4 " 1' - 11 1/2"1' - 11 1/2"2' - 0"3' - 10" 2' - 4 1 / 2 " 5' - 7 1 / 2 " 4' - 6 " 1' - 1 0 " 7' - 5 " 3' - 7 " 3' - 4 " 3' - 11" 2' - 8"5' - 2"2' - 8" 8' - 7 1 / 2 " 1' - 4 " 1' - 6 " 3' - 4 " 1' - 11 1/2"1' - 11 1/2"2' - 0"3' - 10" 2' - 4 1 / 2 " 5' - 7 1 / 2 " 4' - 6 " 2' - 1 " 7' - 5 " 3' - 7 " 3' - 4 " 3' - 11" 2' - 8"5' - 2"2' - 8" SHELF & (2) RODS SHELF & (2) RODS SHELF & (2) RODS WC SINK DW TUB/SHOWERREF.RANGE WC SINK DW TUB/SHOWER REF.RANGE WC SINK DW TUB/SHOWER REF.RANGE B A4.3 B A4.3 01 02 02 05 05 A A 03 04 01 02 02 05 05 A 03 04 A 01 02 02 0505 A A 0304 01 02 02 0505 A 0304 A B B 30 6 8 3068 30 6 8 4068 DBL. 4068 DBL. 50 5 0 S L . 5050 SL. 2868 16 6 8 30 6 8 3068 30 6 8 4068 DBL. 4068 DBL. 5050 SL. 2868 16 6 8 50 5 0 S L . 30 6 8 3068 30 6 8 4068 DBL.4068 DBL. 50 5 0 S L . 5050 SL. 2868 16 6 8 30 6 8 3068 30 6 8 4068 DBL.4068 DBL. 5050 SL. 2868 16 6 8 50 5 0 S L . 3030 SL.3030 SL. TV TV TV TV NOTE: ADJUST DEPTH OF CLOSET ON SITE AS PER WASH/DRY SIZE (bring wall forward if possible) NOTE: ADJUST DEPTH OF CLOSET ON SITE AS PER WASH/DRY SIZE (bring wall forward if possible) NOTE: ADJUST DEPTH OF CLOSET ON SITE AS PER WASH/DRY SIZE (bring wall forward if possible) NOTE: ADJUST DEPTH OF CLOSET ON SITE AS PER WASH/DRY SIZE (bring wall forward if possible) A A4.3 A A4.3 B A4.3 B A4.3 8' - 9"8' - 3 1/2"11' - 6"5' - 3"5' - 8 1/2"11' - 6"8' - 3 1/2"8' - 9" C C C C 6020 FIXED 6020 FIXED 6020 FIXED 6020 FIXED 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 4/3/2023 4:45:29 PM M A I N L E V E L (slab on grade) May 2022 DSW Patrick Walsh A2.1 20 4-Plex NOTE: THESE PLANS SHALL BE BUILT ACCORDING TO THE BUILDING STANDARDS IN THE STATE, COUNTY, CITY THEY ARE BUILT INLOWER LEVEL WINDOW HEAD HEIGHTS MAIN LEVEL UPPER LEVEL N/A 6'-8" UNO 5'-9" UNO REVISION SCHEDULE No. Description Date 3 CITY CORRECTIONS 9.26.22 SCALE:1/4" = 1'-0"1 MAIN LEVEL FLOOR PLAN SCALE:1/4" = 1'-0"2 CLERESTORY WINDOW PLACEMENT DOOR SCHEDULE NUMBER WIDTH HEIGHT MATERIAL HARDWARE DESCRIPTION COUNT 01 3' - 0" 6' - 8" WOOD LOCK & DEAD BOLT INSULATED COLONIAL 4 02 3' - 0" 6' - 8" WOOD KNOB COLONIAL 8 03 2' - 8" 6' - 8" WOOD KNOB COLONIAL 4 04 1' - 6" 6' - 8" WOOD KNOB COLONIAL 4 05 4' - 0" 6' - 8" WOOD KNOB DOUBLE PANEL 8 Grand total 28 WINDOW SCHEDULE NUMBER WIDTH HEIGHT FRAME GLAZING DESCRIPTION COUNT A 5' - 0" 5' - 0" VINYL LOW-E INSULATED, WHITE, CLEAR 8 B 3' - 0" 3' - 0" VINYL LOW-E INSULATED, WHITE, CLEAR 2 C 6' - 0" 2' - 0" VINYL LOW-E INSULATED, WHITE, CLEAR 4 Grand total 14 3 As per City Ordinance an automatic sprinkler system needs to be installed in accordance with S ection 9 03. Need to identify vertical and horiz ontal listed assembly. NOTE: ELEVATIONS AND GRADE ARE CONCEPT ONLY. CIVIL ENGINEER MUST BE CONSULTED FOR ACCURATE SITE AND GRADING PLAN NOTE: TRUSS COMPANY TO MEET WITH BUILDER & HOME OWNER BEFORE TRUSSES ARE BUILT NOTE: FRAMERS;PLEASE REFER TO FLOOR PLANS AND ELEVATIONS FOR WINDOW SIZE AND PLACEMENT NOTE: THESE PLANS SHALL BE BUILT ACCORDING TO THE BUILDING STANDARDS IN THE STATE, COUNTY, CITY THEY ARE BUILT IN BOTTOM OF FOOTING FINISHED FLOOR @ MAIN LEVEL TOP PLATE @ MAIN LEVEL 18' 11" OVERALL HEIGHT OF HOME 9' - 1 1 / 8 " 4' - 0 " ALL ROOF EDGES TO HAVE ICE AND WATER SHIELD. TO EXTEND FROM THE EDGE OF THE EAVES TO A POINT NOT LESS THAN 24" INSIDE THE EXT. WALL LINE VALLEYS AND EAVES TO HAVE SHIELD OR FLASHING INCLUDING EXTERIOR WALL/ ROOF INTERSECTIONS. METAL FLASHING OR 15 lb FELT BETWEEN WOOD SHEATHING AND CONC. PORCHES, LANDING OR STAIRS (TYP.) ALL EXTERIOR OPENINGS TO BE COUNTER FLASHED AND/OR CAULKED. (DOOR, WINDOWS, AND PIPE PENETRATIONS.) 4" SIDING(1) LAYERS W/ TYVEK OR EQUVI. (TYP.) CONT. VENTED SOFFIT AND FASCIA 8" FINAL GRADEFINAL GRADE 8" 4" 4"4"4"4" 4" 3" 12" 6" 12" TOP PLATE @ CLERESTORY 16 ' - 6 " PLATE HEIGHTS ARE MEASURED FROM MAIN FLOOR ALSO SEE CROSS SECTION FOR FLOOR HEIGHTS BOTTOM OF FOOTING FINISHED FLOOR @ MAIN LEVEL TOP PLATE @ MAIN LEVEL TOP PLATE @ CLERESTORY 18' 11" OVERALL HEIGHT OF HOME 9' - 1 1 / 8 " 4' - 0 " STANDING SEAM METAL ROOF (TYP.) 4"SIDING(1) LAYERS W/ TYVEK OR EQUVI. (TYP.) CONT. VENTED SOFFIT AND FASCIA 8" FINAL GRADE FINAL GRADE 8" 4" 4"4" 16 ' - 6 " 4" 12" 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 4/3/2023 4:45:31 PM E L E V A T I O N S (slab on grade) May 2022 DSW Patrick Walsh A3.0 20 4-Plex 12" TYPICAL OVERHANG LOWER LEVEL WINDOW HEAD HEIGHTS MAIN LEVEL UPPER LEVEL N/A 6'-8" UNO 5'-9" UNO REVISION SCHEDULE No. Description Date SCALE:1/4" = 1'-0"1 FRONT ELEVATION (WEST) SCALE:1/4" = 1'-0"2 REAR ELEVATION (NORTH) Need stamped truss plans approved by design professional. NOTE: ELEVATIONS AND GRADE ARE CONCEPT ONLY. CIVIL ENGINEER MUST BE CONSULTED FOR ACCURATE SITE AND GRADING PLAN NOTE: TRUSS COMPANY TO MEET WITH BUILDER & HOME OWNER BEFORE TRUSSES ARE BUILT NOTE: FRAMERS;PLEASE REFER TO FLOOR PLANS AND ELEVATIONS FOR WINDOW SIZE AND PLACEMENT NOTE: THESE PLANS SHALL BE BUILT ACCORDING TO THE BUILDING STANDARDS IN THE STATE, COUNTY, CITY THEY ARE BUILT IN BOTTOM OF FOOTING FINISHED FLOOR @ MAIN LEVEL TOP PLATE @ MAIN LEVEL 18' 11" OVERALL HEIGHT OF HOME 4' - 0 " 9' - 1 1 / 8 " METAL FLASHING OR 15 lb FELT BETWEEN WOOD SHEATHING AND CONC. PORCHES, LANDING OR STAIRS (TYP.) ALL EXTERIOR OPENINGS TO BE COUNTER FLASHED AND/OR CAULKED. (DOOR, WINDOWS, AND PIPE PENETRATIONS.) 4" SIDING(1) LAYERS W/ TYVEK OR EQUVI. (TYP.) CONT. VENTED SOFFIT AND FASCIA 8" FINAL GRADE FINAL GRADE 8" 4" 4"4"4"4" 4" 6" 12" 3" 12" TOP PLATE @ CLERESTORY 16 ' - 6 " BOTTOM OF FOOTING FINISHED FLOOR @ MAIN LEVEL TOP PLATE @ MAIN LEVEL 18' 11" OVERALL HEIGHT OF HOME 4' - 0 " 9' - 1 1 / 8 " 4"SIDING(1) LAYERS W/ TYVEK OR EQUVI. (TYP.) CONT. VENTED SOFFIT AND FASCIA 8" FINAL GRADEFINAL GRADE 8" 4" 4"4" TOP PLATE @ CLERESTORY 16 ' - 6 " STANDING SEAM METAL ROOF (TYP.) 4" 12" 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 4/3/2023 4:45:32 PM E L E V A T I O N S (slab on grade) May 2022 DSW Patrick Walsh A3.1 20 4-Plex 12" TYPICAL OVERHANG LOWER LEVEL WINDOW HEAD HEIGHTS MAIN LEVEL UPPER LEVEL N/A 6'-8" UNO 5'-9" UNO REVISION SCHEDULE No. Description Date SCALE:1/4" = 1'-0"1 REAR (EAST) SCALE:1/4" = 1'-0"2 RIGHT (SOUTH) 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 4/3/2023 4:45:37 PM 3 D V I E W S (slab on grade) May 2022 DSW Patrick Walsh A3.2 20 4-Plex 3D VIEWS ARE CONCEPTUAL ONLY REVISION SCHEDULE No. Description Date 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 4/3/2023 4:45:41 PM 3 D V I E W S (slab on grade) May 2022 DSW Patrick Walsh A3.4 20 4-Plex 3D VIEWS ARE CONCEPTUAL ONLY REVISION SCHEDULE No. Description Date FOOTAGES MAIN LEVEL 2040 SF MAIN LEVEL RENTAL FOOTAGE GRASS HOME MAIN LEVEL OVERALL PAVEMENT 477 SF MAIN LEVEL 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 4/3/2023 4:45:43 PM F O O T A G E S (slab on grade) May 2022 DSW Patrick Walsh A4.0 20 4-Plex NOTE! FOOTAGE NUMBERS REFLECT OUTSIDE OF FRAMING TOTAL FOOTAGE NAME AREA LEVEL MAIN LEVEL 2040 SF MAIN LEVEL TOTAL FLOOR AREA 2040 SF REVISION SCHEDULE No. Description Date SCALE:1/4" = 1'-0"1 MAIN LEVEL FOOTAGE SCALE:1/4" = 1'-0"2 MAIN LEVEL AREA 86 SF Kit. HARD SURFACEENTRY HARD SURFACE 133 SF Living HARD SURFACE 45 SF BATH HARD SURFACE 125 SF Bed CARPET LAUN.LINEN 35 SF ENTRY HARD SURFACE 86 SF Kit. HARD SURFACE 133 SF Living HARD SURFACE 45 SF BATH HARD SURFACE 125 SF Bed CARPETLAUN.LINEN 86 SF Kit. HARD SURFACE 35 SF ENTRY HARD SURFACE 133 SF Living HARD SURFACE 45 SF BATH HARD SURFACE 125 SF Bed CARPET LAUN.LINEN 35 SF ENTRY HARD SURFACE86 SF Kit. HARD SURFACE 133 SF Living HARD SURFACE 45 SF BATH HARD SURFACE 125 SF Bed CARPET LAUN.LINEN 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 4/3/2023 4:45:43 PM R O O M A R E A S (slab on grade) May 2022 DSW Patrick Walsh A4.1 20 4-Plex ROOM SCHEDULE Name Area Level Floor Finish ENTRY 35 SF MAIN LEVEL HARD SURFACE ENTRY 35 SF MAIN LEVEL HARD SURFACE ENTRY 35 SF MAIN LEVEL HARD SURFACE ENTRY 35 SF MAIN LEVEL HARD SURFACE BATH 45 SF MAIN LEVEL HARD SURFACE BATH 45 SF MAIN LEVEL HARD SURFACE BATH 45 SF MAIN LEVEL HARD SURFACE BATH 45 SF MAIN LEVEL HARD SURFACE Kit.86 SF MAIN LEVEL HARD SURFACE Kit.86 SF MAIN LEVEL HARD SURFACE Kit.86 SF MAIN LEVEL HARD SURFACE Kit.86 SF MAIN LEVEL HARD SURFACE Bed 125 SF MAIN LEVEL CARPET Bed 125 SF MAIN LEVEL CARPET Bed 125 SF MAIN LEVEL CARPET Bed 125 SF MAIN LEVEL CARPET Living 133 SF MAIN LEVEL HARD SURFACE Living 133 SF MAIN LEVEL HARD SURFACE Living 133 SF MAIN LEVEL HARD SURFACE Living 133 SF MAIN LEVEL HARD SURFACE NOTE! FOOTAGE NUMBERS ARE ESTIMATE ONLY REVISION SCHEDULE No. Description Date SCALE:1/4" = 1'-0"1 MAIN LEVEL FLOOR PLAN RIDGE 9' PLATE 1' - 0 " 1' - 0" 1' - 0 " 1' - 0" 1' - 0 " 9' PLATE 16'-6" PLATE 1' - 0 " 1' - 0"1' - 0" 1' - 0 " 6" / 1 2 " 3" / 1 2 " 4" / 12"4" / 12" 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 4/3/2023 4:45:44 PM R O O F P L A N (slab on grade) May 2022 DSW Patrick Walsh A4.2 20 4-Plex NOTE: TRUSS COMPANY TO MEET WITH BUILDER & HOME OWNER BEFORE TRUSSES ARE BUILT 12" TYPICAL OVERHANG NOTE: THESE PLANS SHALL BE BUILT ACCORDING TO THE BUILDING STANDARDS IN THE STATE, COUNTY, CITY THEY ARE BUILT IN REVISION SCHEDULE No. Description Date SCALE:1/4" = 1'-0"1 ROOF PLAN 9' - 1 1 / 8 " 9' - 1 1 / 8 " 16 ' - 6 " Living Kit.Kit.Living 1 ' - 0 " 1' - 0" FIRE SEPERATION WALL MUST EXTEND FROM FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING 3 Bed BedLiving Living FIRE SEPERATION WALL MUST EXTEND FROM FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING 3 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 4/3/2023 4:45:44 PM C R O S S S E C T I O N (slab on grade) May 2022 DSW Patrick Walsh A4.3 20 4-Plex (TRUSSES SHALL BE ENGINEERED, DESIGNED AND MANUFACTURED BY TRUSS SUPPLIER) TRUSS MANUF. TO MEET W/ HOMEOWNER TO CONFIRM ALL CEILING DESIGNS, VAULTS & ATTIC SPACES, ETC. SO THAT ROOF IS DESIGNED AS PER THEIR NEEDS AND DISCUSS COST OF USING 12" HEEL HEIGHT AND HOMEOWNER SHOULD MEET W/ INSULATION COMPANY TO DISCUSS ADVANTAGES OF INCREASED INSULATION AT TRUSS ENDS STAIR NOTE 7 3/4" MAX RISE 10" MIN TREAD 36" MIN WIDTH 80" MIN HEADROOM SEE GENERAL NOTES FOR TYPICAL STAIR & RAILING NOTES (ALL NOTES SHALL BE AS PER LOCAL CODE) NOTE: TRUSS COMPANY TO MEET WITH BUILDER & HOME OWNER BEFORE TRUSSES ARE BUILT ATTENTION! STAIRS HAVE BEEN CALCULATED USING 16" FLOOR TRUSSES. CONTACT ARCHITECT FOR OTHER OPTIONS NOTE: TRUSS DIAGRAMS ARE CONCEPTUAL ONLY. TRUSS COMPANY TO DESIGN TRUSSES 12" TYPICAL OVERHANG NOTE: TRUSS COMPANY TO VERIFY SNOW LOADS PRIOR TO MANUFACTURING TRUSSES NOTE: THESE PLANS SHALL BE BUILT ACCORDING TO THE BUILDING STANDARDS IN THE STATE, COUNTY, CITY THEY ARE BUILT IN REVISION SCHEDULE No. Description Date 3 CITY CORRECTIONS 9.26.22 SCALE:1/4" = 1'-0"A CROSS SECTION A SCALE:1/4" = 1'-0"B CROSS SECTION B FIREWALL SEPARATION TO BE MIN. 5/8" DRYWALL. WALLS AND CEILING WHICH ARE SHARED WALLS, AND WALLS SUPPORTING FLOOR ABOVE, AND ALL STRUCTURAL ELEMENTS SUPPORTING FLOOR ABOVE MUST BE PROTECTED WITH 5/8" TYPE 'X' GYP. BOARD: SCREWED @ 4" O.C. EDGES, 6" IN FIELD . ANY PENETRATION TO BE PROTECTED WITH APPROVED MATERIAL TO RESIST THE PASSAGE OF FLAME & SMOKE FIRE SEPERATION WALL MUST EXTEND FROM FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING Area and openings needs to have specific fire rating call out. APPLY MANUFACTURER'S RECOMMENDED JOINT SEALANT AFTER COMPLETION OF GALVANIZED, BONDERIZED 50mm (2")MIN L-METAL 10 0 M M (4 " ) M I N 15 0 m m (6 " ) M I N MIN. 2"X6", 26 GAUGE 50 M M (2 " ) M I N PLYWOOD 5/8" MIN. EXT GRADE (3/4" RECOMENDED) BUILDING PAPER TO LAP OVER METAL FLASHING WEEP-SCREED FLASHING SLOPE 1/4" PER 12" CAULK JOINT AROUND DRAIN PRIOR TO COLOR COAT GALVANIZED, BONDERIZED BRONZE NO HUB ADAPTER SWEAT-SOLDERED TO PLATE ADJUSTABLE REMOVABLE DRAIN CAP STAINLESS 16 GAUGE STRAINER 250mm (10") SQUARE FOR 76mm (3") DRAIN 230mm (9") SQUARE FOR 50mm (2") DRAIN DRAIN DECK PLATE MEASURES DRAIN DECK PLATE BRICK VENEER ATTACH TO BEAM, SEE PLAN L 6" x 3 1/2" x 5/16" x CONT. W/ 1/2"O BOLTS @ 24" O.C. 4" FRAMING W/22 GA. 16" CC ONE PER TWO SQ. FT. MAX USE 9 GA. WIRE JOINT REINF. AS PER IRC R703.7 PLATE TOP CONT. SIDES - TYP. @ EXT. WALL HEADERS SIMPSON ACE4 OR 12" CS16 OR EQUAL BOTH W/ SPAN > 6' STUD WALL W/ 2-STUD MIN. UNDER HEADER MICRO-LAM OR GLU-LAM BEAM SEE PLAN BUILT-UP 2x HEADER TIMBER, 1' - 0 " 1' - 0 " 2' - 0" 12" X 24" BLOCK OUT TOP OF FOUNDATION NOTE: CONTRACTOR TO FIELD VERIFY DIMENSIONS RECOMMENDED BY MECHANICAL CONSULTANT CONC. SLAB MIN. 6 MIL. POLY. VAPOR RETARDER BETWEEN SLAB & GRAVEL 4" OF CRUSHED GRAVEL MIN. 3' 3 1 / 2 " LADDERUSE 3/4" CLEAN FREE- DRAINING ROCK AT LEAST 12" IN WIDTH AROUND ALL SIDES OF WELL. FILL TO DEPTH OF FOUNDATION FOOTING. MI N . 3 ' LADDER MIN. 3' WINDOW WINDOW DRAIN: TIED TO FND. DRAIN 4" PAPER DAM 8" SPANDECK ON 1/4"x3"xCONT. TEMPERED HARDBOARD 2" MIN. CONC TOPPING W/ 6x6-10/10 W.W.M. FIELD BEND ALTERNATE #4 VERT REINF (@ 18" O.C.) 2'-6" INTO TOPPING SLAB AT COLD JT. CURB AT DOORS OCCUR -STOP DRIVEWAY MAY PROVIDE WATER STOP CONC. CURB FORM WITH TOPING SLAB 8" SOLID 12" MIN. 2" MIN. CONC TOPPING W/ INTO TPG. SLAB @ 18" O.C. #4 x 2'-6" 2' -6" 8" MIN. SPANDECK PER MFR. 4" 6X6-10/10 W.W.M. GARAGE WALL ABOVE RE: FLOOR PLANS FINISH GRADE #4 BARS AS PER PLAN 5/8" X 10" J-BOLTS FOUND. SILL PLATE HORZ REBAR AS PER PLAN ALTERNATE HOOKS VERT BARS AS PER PLAN SHEAR WALL SCHED. CONNECTION SEE MATERIAL TYP. 1/2" EXPANSION SEE PLAN CONC. SLAB NATIVE OR COMPACTED GRADE 16" O.C. 2" X 6" STUDS @ 6" CLEAN FILL VAPOR BARRIER R 7.5 INSULATION MIN. 2' FTG. SEE PLAN ALL ANCHORS REQ. 3X3X1/4 PLATE W/ WASHER FOOTING, FOUNDATION &SLAB PER ARCHITECTURAL DRAWINGS INSTALL 1"MINUS CRUSHED ROCK 6"THICK WRAPPED IN MIRAFI 140N FILTER FABRIC INSTALL LITTLE GIANT 10EN-CIA-SFS 1/2 H.P. SUMP PUMP (OR APPROVEDEQUAL) WITH POWER SUPPLY, 1.5"DISCHARGE,ANDFLOAT SWITCH FOR PUMP ON &PUMP OFF INSTALL 24"DIAMETER WATERMETER CAN WITH 3/8"STEEL LID.PROVIDE SMOOTH-GROUND LIFTING HOLE OR SLOT IN LID. SUMP TO BE LOCATED IN MECHANICAL ROOM OF DWELLING. SLOPE FLOOR SLIGHTLY TOWARD SUMP. 2' INSTALL 1.5"PVC DISCHARGE PIPE WITHBACK-FLOWPREVENTER. DISCHARGE TO PARK STRIP. INSTALL 1"MINUS CRUSHED ROCK 6"THICK WRAPPED IN MIRAFI 140N FILTER FABRIC TO DAYLIGHT UNDISTURBED NATIVE SOIL COMPACTED FOUNDATION BACKFILL INSTALL 4"SOLID WALL PVCFROM PERIMETER DRAIN.BLOCK-OUT THROUGH FOOTING. INSTALL 4"PERFORATED PVC PERIMETER DRAIN PIPE CONTINUOUS AROUND FOOTING. INVERTELEVATION TO MATCH BOTTOM OF FOOTING AND SLOPE TOWARD SUMP PIT. INSTALL TEEFOR OUTLET PIPE. FINISHED GRADE SLOPED AWAY FROM BUILDING WITH6"OF FALL INFIRST 10FEET. TOP OF FOOTING (IF NEEDED) FOUNDATION DRAIN INSTALLATION INSTRUCTIONS 1. The underdrain system should consist of a perforated pipe installed in a freedraining gravel filled trench around the perimeter of the below grade floor portion of the building. 2. The flow line of the pipe should be placed at least 18 inches below the finished floor level and should slope to a sump or outlet where water can be removed by pumping or by gravity flow. 3. If placing the gravel and drain pipe requires excavation below the bearing level of the footing, the excavation for the drain pipe and gravel should have a slope no steeper than 1 horizontal to 1 vertical away from the edge of the footing to avoid disturbing the soil below the footing. 4. A filter fabric should be placed between the natural soil and the drain gravel. This will help reduce the potential for fine-grained materials filling in the void spaces of the gravel. 5. The subgrade floor slab should have at least 6 inches of free draining gravel placed below it and the under slab gravel should connect to the perimeter drain. 6. Consideration should be given to installing cleanouts to allow access into the perimeter drain, should cleaning of the pipe be required in the future. SUMP TO BE A MIN. WIDTH OF 18" & MIN. DEPTH OF 24" Min Slope1_ 8 " Hemmed Edge 3" 1/2" Min FLASHING WINDOW TOP FLASHING OVERLAPS SIDE FLASHING SIDE FLASHING OVERLAPS BOTTOM FLASHING FLASHING FLASHING FLASHING BOTTOM FLASHING OVERLAPS TYVEC PORCH CAP CORNER BAR FOUNDATION WALL 6" PORCH CAP WITH #4 BARS @ 12" O.C. EACH WAY. EXTEND #4 BARS @ 12" O.C. 30" OUT OF FOUNDATION WALL & BEND OVER INTO SLAB SILL PLATE ANCHOR BOLT JOIST RIM JOIST FLASHING MUST EXTEND 3" MIN. ABOVE FINISH @ PORCH FELT FLASHING MASTIC PORCH CAP FELT 11 1 2 3 4 5 6 7 8 910 12 13 8" MI N . 1. BRICK OR STONE VENEER W/ 1" X 22 GA. G.I. TIES @ 16" O.C. EACH WAY. ANCHOR TO #9 GA. WIRE CONT. REINF. EACH HORIZ. JOINT @ 16" O.C. 2. SUBFLOOR 3. FLOOR JOIST 4. 2X PRESSURE TREAT SILL PLATE W/ 5/8 DIA X 10 ANCHOR BOLTS EMBEDDED IN CONC. 7". SEE SHEAR WALL SCHEDULE WITH 3" X 3" X .229 SQUARE WASHERS FOR EACH BOLT IN SHEAR LINES 5. GRADE 6. R-7 INS. TO 24" BELOW GRADE IF REQUIRED 7. 8" WIDE CONC. WALL 8. 60K PSI #4 BARS@ SEE SCHEDULE FOR SPACING (AS REQ. BY STATE AMEND.) 9. WATERPROOF FOUNDATION PER IRC R406.2 10. 4" CONC. SLAB 11. #4 BARS CONTINUOUS 12. 26 GA. FLASHING UP 3 COURSES w/ 1/2" DRIP LEDGE 13. 3 /16" WEEPHOLE @ 33" O.C. PRECAST FLOOR SLAB @ BASEMENT FLOOR JOISTS SLAB @ GARAGE FLOOR FOUNDATION WALL X' - X " VARIES W/ BASE. HEIGHT SUB FLOOR AP P R O X . 4" t o 6 " 8" PRE-CAST 4" SLAB 8" FND. WALL 2x WALL 10" FND. WALL IF 2X6 FRAMING IS USED 8" 4"APPROX. 4" APPROX. 1' - 4" 4" ADJUST THIS THICKNESS W/ 2X4 OR 2X6 WALL 4" SHEATHING SHEATHING ICE BARRIER FROM EDGE OF THE EAVES TO A POINT NOT LESS THAN 24" INSIDE THE EXTERIOR WALL LINE OF BUILDING INSULATION BAFFLE IN EVERY TRUSS BAY MIN. 4 MIL. WEATHER RESISTIVE RETARDER 6 MIL. VAPOR BARRIER 6 MIL. VAPOR BARRIER DRIP EDGE 1/2" PLYWOOD SHEATHING W/ VAPOR BARRIER & FASCIA CLADDING TAPERED 2X MEMBER A MIN OF 1/4" / 12" SLOPE OR PER WATERPROOF MEMBRANE MANUFACTURER'S SPECIFICATIONS 5/8" PLYWOOD SHEATHING WATERPROOF MEMBRANE VENTED SOFFIT F-CHANNEL EXTERIOR WALL BLOCK-OUT FASCIA IF REQ'D. HANGER 1/2" PLYWOOD SHEATHING DRIP EDGE 1/2" PLYWOOD SHEATHING W/ VAPOR BARRIER & FASCIA CLADDING TAPERED 2X MEMBER A MIN OF 1/4" / 12" SLOPE OR PER WATERPROOF MEMBRANE MANUFACTURER'S SPECIFICATIONS 5/8" PLYWOOD SHEATHING WATERPROOF MEMBRANE VENTED SOFFIT F-CHANNEL SUPPORT BEAM BLOCK-OUT FASCIA IF REQ'D. STEEL POST (2) LAYERS OF 2 X ON EACH SIDE OF OPENING ADJUST SPACING BETWEEN WINDOWS/DOORS AS PER STEEL POST WIDTH + THE 2X MEMBERS 3"3"3"3" STEEL POST SEE ENG FOR SIZE SEE ENG FOR SIZE MOMENT FRAMING DETAIL RAILING AS PER PLAN WATER PROOF DECKING PVC DRAIN. DRAIN TO REAR OF HOME. TIE INTO GUTTER SYSTEM 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 4/3/2023 4:45:47 PM A R C H I T E C T U R A L D E T A I L S (slab on grade) May 2022 DSW Patrick Walsh A6.0 20 4-Plex 5 BRICK VENEER CONNECTION11HEADER DETAIL1 2 PRECAST BLOCK OUT1 ARCHITECTURAL DETAILS 3 SLAB DETAIL1 4 WINDOW WELL1 7 Span Deck. (PERP.)1 8 Spandeck (PARALLEL)1 11 STUD WALL/STEM WALL1 12 FOUNDATION DRAIN1 6 FLASHING DETAIL1 13 PORCH CAP DETAIL1 14 Foundation Wall W/Brick1 9 PRECAST @ INTERIOR WALL.10 PRE-CAST W/ NOTCH OUT1 15 WALL SECTION2 16 FLAT ROOF DETAIL @ EXTERIOR WALL 17 FLAT ROOF DETAIL 21 MOMENT FRAME INTERIOR FRAMING 18 WALL TO DECK CONN.19 WATERPROOF DECK 2 20 FLOOR DRAIN NOTE: THESE PLANS SHALL BE BUILT ACCORDING TO THE BUILDING STANDARDS IN THE STATE, COUNTY, CITY THEY ARE BUILT IN NOTE: ALL DETAILS MAY NOT BE APPLICABLE TO YOUR PLANS REVISION SCHEDULE No. Description Date TYPICAL WALL SECTION CONC. FTG/FND WALL SEE STRUCTURAL FOR SIZE & REINFORCEMENT CONC. O/ 6 MIL VAPOR BARRIER O/ 2" GRAVEL BASE O/ NATURAL SOIL OR COMPACTED FILL AS REQUIRED 4" PVC DRAIN PIPE W/ GRAVEL FILL AT PERIMETER 4" CONC. SLAB W/ WELDED WIRE MESH BASEMENT FLOOR SEE EXT. ELEVATIONS 1/2" CONTROL JOINT SCALE: 3/4" = 1'-0" NOTE: WALL SECTION IS SCHEMATIC, NOT ALL CONDITIONS APPLY AT ONE PARTICULAR PLACE ON PLAN. USE FOR GENERAL INFORMATION ONLY. 2x6 STUDS @ 16" O/C W/ R-24 BATTS W/ 4 MIL VAPOR BARRIER ON INSIDE FACE & FELT MOISTURE BARRIER ON OUTSIDE FINISH GRADE ASPHALT WATER PROOFING 6 " STONE VENEER W/ 22 GA. BRICK TIES AT 16" O/C E.W. (ATTACHED TO WIRE MESH, FELT PAPER BENEATH) HORIZONTAL SIDING O/ TYVEK HOUSE WRAP O/ EXTERIOR SHEATHING DBL INSULATED GLASS WINDOWS AS SELECTED BY OWNER - SEE PLANS & ELEV. FOR SIZE & TYPE WOOD BASE & TRIM AS SELECTED BY OWNER 2x4 WALL W/ R-18 BATTS REDWOOD OR P.T. MUDSILL W/ A.B. PER STRUCTURAL R-30 BATTS OVER UNCONDITIONED AREAS 3/4" T&G WAFER BOARD O/ JOISTS PER STRUCTURAL MAIN FLOOR BEARING SEE EXT. ELEVATIONS 1/2" GYP. BD. ON WALLS AND CEILING TYPICAL (PAINTED) STEEL ANGLE STONE SUPPORT DBL INSULATED GLASS WINDOWS AS SELECTED BY OWNER - SEE PLANS & ELEV. FOR SIZE & TYPE RIGID INSULATION (SEE MANUFACTURERS SPECS FOR VALUE AND LOCATION) REDWOOD OR P.T. MUDSILL W/ A.B. PER STRUCTURAL ASPHALT WATER PROOFING WOOD BASE & TRIM AS SELECTED BY OWNER 4" CONC SLAB 1/2" GYP. BD. ON WALLS AND CEILING TYPICAL (PAINTED) 6 " FINISH GRADE 2x6 STUDS @ 16" O/C W/ R-24 BATTS W/ 4 MIL VAPOR BARRIER ON INSIDE FACE & FELT MOISTURE BARRIER ON OUTSIDE MAIN FLOOR LEVEL SEE EXT. ELEVATIONS HORIZONTAL SIDING O/ TYVEK HOUSE WRAP O/ EXTERIOR SHEATHING STONE VENEER W/ 22 GA. BRICK TIES AT 16" O/C E.W. (ATTACHED TO WIRE MESH, FELT PAPER BENEATH) CONC. FTG/FND WALL SEE STRUCTURAL FOR SIZE & REINFORCEMENT 6 MIL VAPOR BARRIER O/ 2" GRAVEL BASE O/ NATURAL SOIL OR COMPACTED FILL AS REQUIRED 4" PVC DRAIN PIPE W/ GRAVEL FILL AT PERIMETER UPPER FLOOR BEARING SEE EXT. ELEVATIONS DBL INSULATED GLASS WINDOWS AS SELECTED BY OWNER - SEE PLANS & ELEV. FOR SIZE & TYPE 3/4" T&G WAFER BOARD O/ JOISTS PER STRUCTURAL WOOD BASE & TRIM AS SELECTED BY OWNER 1/2" GYP. BD. ON WALLS AND CEILING TYPICAL (PAINTED) R-30 BATTS OVER UNCONDITIONED AREAS R-19 SOUND BATTS (OPTIONAL) 2x6 STUDS @ 16" O/C W/ R-24 BATTS W/ 4 MIL VAPOR BARRIER ON INSIDE FACE & FELT MOISTURE BARRIER ON OUTSIDE *** INSPECTION OF THE WEATHER-RESISTIVE BARRIER AND FLASHING REQUIRED *** HORIZONTAL SIDING O/ TYVEK HOUSE WRAP O/ EXTERIOR SHEATHING SOLID BLK BETWEEN JOISTS AT ENDS & SUPPORTS DOOR/WINDOW HEAD SEE EXT. ELEVATIONS (9'-0" ABOVE FF) DOUBLE TOP PLATE DOOR/WINDOW HEAD SEE EXT. ELEVATIONS (9'-0" ABOVE FF)1x6 WOOD SOFFIT W/ VENTS (1/150 SQ. FT. OF ATTIC) 2x4 METAL DRIP FLASHING SOLID BLOCKING AT BEARING W/ 1 1/2" HOLES DRILLED THRU AS REQUIRED FOR VENTILATION PROVIDE SNOW & ICE SHIELD AT PERIMETER OF ROOF 24" INSIDE THE EXTERIOR WALL LINE & 24" UP SIDE WALLS ALSO EXTEND 36" @ VALLEYS PROVIDE 28 GA. MIN GALV. FLASHING AT FLUE & OTHER ROOF PENETRATIONS (3" DIAMETER MINIMUM) 12 5 TRUSS/RAFTER BEARING SEE EXT. ELEVATIONS SIMPSON ANCHORS AT TRUSS/RAFTER 1 1 7 / 8 " TRUSS HEEL REQ. TO MATCH RAFTERS 36" PROVIDE THE EQUIVALENT OF R-25 OF FOAM INSULATION & A MIN OF R-23 BATT INSULATION FOR A TOTAL OF R-48 W/ 4 MIL VAPOR BARRIER 2x6 2x10 2 " NOTE: TWO INSPECTIONS SHALL BE REQUIRED (FOAM INSPECTION & BALANCE OF INSULATION) THERMAL BREAK BETWEEN CONCRETE WALL & CONCRETE SLAB FLOOR 3' - 6" 2' - 6 " FIELD VERIFY +/- 3'-0" METAL MESH VENT (B.O.) WHERE OCCURS FRAMED WALL VENEER MAY ALSO OCCUR ROOF Chimney Detail ROOF SHEATHING W/30 YR. ARCH GRADE SHINGLES OR EQUVI. 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 4/3/2023 4:45:48 PM D E T A I L S (slab on grade) May 2022 DSW Patrick Walsh A6.1 20 4-Plex NOTE: ALL DETAILS MAY NOT BE APPLICABLE TO YOUR PLANS REVISION SCHEDULE No. Description Date Crawl space to be in compliance with IBC and Energy code. 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 4/3/2023 4:45:51 PM D E T A I L S (slab on grade) May 2022 DSW Patrick Walsh A6.2 20 4-Plex NOTE: ALL DETAILS MAY NOT BE APPLICABLE TO YOUR PLANS REVISION SCHEDULE No. Description Date GAS TV P P SD / C O SD/CO 3 3 33 3 3 GAS TV TV P P SD / C O SD/CO 3 3 33 3 3 SD / C O SD / C O TV GAS TV P P SD / C O SD/CO 3 3 3 33 3 GAS TV TV P P SD / C O SD/CO 3 3 3 33 3 SD / C O SD / C O TV NOTE: A MIN. OF (2) 20-AMPERE SMALL- APPLIANCE BRANCH CIRCUITS SHALL SERVE ALL WALL & FLOOR RECEPTACLE OUTLETS NOTE TO ELECTRICIAN INCANDESCENT FIXTURES IN CLOSETS SHALL BE A MIN. OF 12" FROM ANY SHELF EDGE MEASURED HORIZONTALLY (6" FOR FLUORESCENT FIXTURES). THE DIMENSION FOR SHELVES LESS THAN 12" WIDE WILL BE 24" FROM THE WALL NOTE: FLASH BEHIND METER PROVIDE (2) UNI-STRUTS ON SERVICE RISER CORROSION RESISTANT TAPE @ SERVICE RISER PROVIDE A INTERSYSTEM BONDING TERMINATION @ SERVICE PANEL ALL EXTERIOR APPLIANCES MUST BE 3" MIN. ABOVE FINISH GRADE & ON A CONCRETE PAD NOTE: ADD 3 LUG BONDING TERMINAL AT SERVICE FOR COMMUNICATIONS SYSTEMS NOTE: ALL JETTED TUBS TO BE GFCI PROTECTED AND CIRCUITS SIZED AS PER TUB MANUF. SPECS. NOTE: FIXTURES LOCATED WITHIN 3' HORIZONTALLY OR 8' VERTICALLY OF TUBS OR SHOWERS MUST BE RATED FOR WET OR DAMP LOCATIONS NOTE: A 125-VOLT SINGLE-PHASE, 15 OR 20 AMPERE RATED GFCI RECEPTACLE OUTLET SHALL BE INSTALLED WITHIN 25' OF MECHANICAL EQUIPMENT AND NOT BE CONNECTED TO THE LOAD SIDE OF THE DISCONNECTING MEANS NOTE: ALL OUTDOOR RECEPTACLES TO HAVE "WEATHER PROOF, IN USE" COVERS NOTE: ELECTRICAL PLAN IS FOR LAYOUT PURPOSES ONLY. VERIFY ALL LIGHTING & ELECTRICAL NEEDS W/ INTERIOR DESIGNER'S PLANS AND OWNER. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE ALL ELECTRICAL IS BID AND INSTALLED PER CODE. NOTE: 2017 NEC allows branch circuit supplying the receptacle in a garage to supply outlets outside of the garage. NOTE: MINI SPLITS TO BE USED (SEE HOME OWNER) ELECTRICAL PANEL REF. +42 GFCI RANGE +42 GFCI +42 GFCI DW GFCI +38 GFCI DISP. GFCI WASH/DRY WP GFCI Living Kit. ENTRY BATH Bed REF.+42 GFCI RANGE +42 GFCI +42 GFCI DW GFCI +38 GFCI DISP. GFCI WASH/DRY WP GFCI Living Kit. ENTRY BATH Bed NOTE: MINI SPLITS TO BE USED (SEE HOME OWNER) ELECTRICAL PANEL NOTE: MINI SPLITS TO BE USED (SEE HOME OWNER) ELECTRICAL PANEL REF. +42 GFCIRANGE+42 GFCI +42 GFCI DW GFCI +38 GFCI DISP. GFCI WASH/DRY WP GFCI Living Kit. ENTRY BATH Bed REF.+42 GFCI RANGE+42 GFCI +42 GFCI DW GFCI +38 GFCI DISP. GFCI WASH/DRY WP GFCI Living Kit. ENTRY BATH Bed NOTE: MINI SPLITS TO BE USED (SEE HOME OWNER) ELECTRICAL PANEL NOTE: 125 AMP SERVICE PER UNIT 4 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 4/3/2023 4:45:52 PM M A I N L E V E L E L E C T R I C A L (slab on grade) May 2022 DSW Patrick Walsh E1.1 20 4-Plex A. PERMANENTLY WIRED SMOKE DETECTORS & CARBON MONOXIDE DETECTORS ARE REQUIRED AND MUST BE INSTALLED IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. WHEN THE DWELLING UNIT HAS MORE THAN ONE STORY AND IN DWELLINGS WITH BASEMENTS, A DETECTOR SHALL BE INSTALLED ON EACH STORY AND IN BASE- MENT. IN DWELLING UNITS WHERE A STORY OR BASEMENT IS SPLIT INTO TWO OR MORE LEVELS, THE DETECTOR SHALL BE INSTALLED ON THE UPPER LEVEL, EXCEPT THAT WHEN THE LOWER LEVEL CONTAINS A SLEEPING AREA, A DETECTOR SHALL BE INSTALLED ON EACH LEVEL. WHEN SLEEPING ROOMS ARE ON AN UPPER LEVEL THE DETECTOR SHALL BE PLACED AT THE CEILING OF THE UPPER LEVEL IN CLOSE PROXIMITY TO THE STAIRWAY. IN DWELLING UNITS WHERE THE CEILING HEIGHT OF A ROOM OPEN TO THE HALLWAY SERVING THE BEDROOMS EXCEEDS THAT OF THE HALLWAY BY 24" OR MORE, SMOKE DETECTORS SHALL BE INSTALLED IN THE HALLWAY AND IN THE ADJACENT ROOM. DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING UNIT IN WHICH THEY ARE LOCATED. DETECTORS MUST HAVE BATTERY BACKUP AND MUST EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. DETECTORS MUST BE WIRED IN SERIES. B. BATHROOM AND UTILITY ROOM FANS SHALL BE CAPABLE OF 8 AIR CHANGES PER HOUR. C. INCANDESCENT CLOSET LIGHTING SHALL BE 18" MINIMUM FROM COMBUST- IBLES MEASURED HORIZONTALLY. 6" HORIZONTAL IS PERMITTED FOR FLUSH FIXTURES AND FLUORESCENT FIXTURES. D. GROUND FAULT CIRCUIT PROTECTION REQUIRED FOR ALL 110 VOLT, SINGLE PHASE 15 AND 20 AMPERE RECEPTACLES INSTALLED IN BATHROOMS, LAUNDRY ROOMS UTILITY ROOM, GARAGES, AND OUTDOORS WHERE THERE IS DIRECT GRADE-LEVEL ACCESS TO DWELLINGS AND POWER POLES. GFCI ALSO REQUIRED WITHIN 6'-0" OF KITCHEN SINK FOR COUNTER RECEPTACLES. GARAGE OUTLETS MUST BE A MINIMUM OF 18" ABOVE FLOOR & BE GFCI -NO EXCEPTIONS. E. GAS VENTS AND NONCOMBUSTIBLE PIPING IN WALLS PASSING THROUGH THREE FLOORS OR LESS SHALL BE EFFECTIVELY DRAFT-STOPPED AT EACH FLOOR OR CEILING. F. ALL INCANDESCENT LIGHTING FIXTURES RECESSED INTO INSULATED AREAS SHALL BE APPROVED FOR ZERO-CLEARANCE INSULATION COVER (I.C.) PER THE CURRENT MANDATORY ENERGY REQUIREMENTS. G. CONDUIT FOR METER BASE SERVICE ENTRANCE SHALL BE ANCHORED TO FOUNDATION WITH UNI-STRUT AND CONDUIT CLAMPS (POWER ACTUATED FASTENERS ARE NOT ACCEPTABLE). H. PLASTIC ELECTRICAL BOXES IN GARAGE FIRE WALLS SHALL BE A MINIMUM 2 HOUR LISTING I. ALL LIGHTS, SMOKE DETECTORS, BEDROOM OUTLETS & SWITCHES SHALL BE ARC FAULT PROTECTED AND OUTDOOR RECEPTACLES TO HAVE BUBBLE COVER. J. PERMANENTLY WIRED CARBON MONOXIDE DETECTORS ARE REQUIRED ON EACH FLOOR WIRED IN SERIES WITH SMOKE DETECTORS AND BATTERY BACK UP (PER CITY) K. ARC-FAULT INTERRUPTERS ON ALL BEDROOM, KITCHENS & LAUNDRY ROOM CIRCUITS L. ALL 15A, 20A & 125V RECEPTACLES TO BE TAMPER RESISTANT M. A MINIMUM OF 50% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH EFFICIENCY LAMPS N. LIGHTING TO MEET IECC CODES. AT LEAST 75% OF LAMPS IN PERMANENT LIGHT FIXTURES MUST BE HIGH-EFFICIENCY. ELECTRICAL NOTES TV S S DIM DB INT LEGEND GAS OUTLET 110 DUPLEX OUTLET 220 OUTLET LIGHT FIXTURE RECESSED LIGHT SWITCH DIMMER SWITCH PHONE JACK TV OUTLET SMOKE ALARM EXHAUST FAN 110 SWITCHED OUTLET DOOR BELL CARBON MONOXIDE DET. INTERNET CONNECTION P SD SD/CO GAS WALL SCONCE HEAT REGISTER NOTE: THESE PLANS SHALL BE BUILT ACCORDING TO THE BUILDING STANDARDS IN THE STATE, COUNTY, CITY THEY ARE BUILT IN REVISION SCHEDULE No. Description Date 3 CITY CORRECTIONS 9.26.22 4 SITE FIXES 3.29.23 SCALE:1/4" = 1'-0"1 MAIN LEVEL ELECTRICAL 3 P lease provide location of service including the following: amperage of service installed and available fault current (AIC) calculation. P lease provide the rating of the main breaker showing that it is able to withstand the AIC that could be present upon a fault. All electrical work to comply with 2 017 NEC. F-20 2 CONC. ENCASED ELECTRODE (UFER) W/ 20' LONG #4 REBAR OR 20' LONG #4 AWG BARE COPPER CONDUCTOR LOCATED AT BASE OF FOOTING NO A N C H O R B O L T S NO A N C H O R B O L T S NO A N C H O R B O L T S NO A N C H O R B O L T S 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4' - 9"68' - 0"4' - 9" 10' - 9 1/2" 3' - 0" 2' - 5 1/2" 3' - 0" 10' - 9 1/2" 30' - 0" 9' - 6" 11' - 0" 9' - 6" 4' - 9"68' - 0"4' - 9" 10' - 9 1/2" 3' - 0" 2' - 5 1/2" 3' - 0" 10' - 9 1/2" 30' - 0" 9' - 6" 11' - 0" 9' - 6"STHD10STHD10STHD10STHD10STHD10STHD10STHD10STHD103" 10' - 3 1/2" 3" 3" 10' - 3 1/2" 3" 3" 10' - 3 1/2" 3" 3" 10' - 3 1/2" 3" F-20 S-24 S-24 F-20 F-20 S-24 S-24 F-20 F-20 F-20 F-20 F-20 F-20 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 6/20/2022 4:24:52 PM F O U N D A T I O N P L A N (slab on grade) May 2022 DSW Patrick Walsh S1.0 20 4-Plex 1. LOCATION OF PLUMBING FIXTURE (SEE FLOOR PLAN) 2. 4" CONCRETE SLAB ON GRADE NOTE: FOUNDATION CREW, PLEASE MARK LOCATION OF UFER GROUND WITH HIGHLY VISIBLE SPRAY PAINT ON INTERIOR OF FOUNDATION WALL NOTE: SPACE ANCHOR BOLTS BETWEEN FLOOR JOISTS FOUNDATION CREW NOTE: CONSULT WITH HOMEOWNER & BUILDER ABOUT ANCHOR BOLT LOCATION IN REGARDS TO STONE/BRICK LEDGE EXCAVATION-FOUNDATION VERIFY SEWER DEPTH @ MANHOLE BEFORE EXCAVATION TO DETERMINE DRIVEWAY SLOPE FOOTING, FOUNDATION AND CONCRETE 1. FOOTING DESIGN IS BASED ON ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF U.N.O., SEE PLAN. IF A PROJECT SOILS REPORT HAS BEEN COMPLETED, FOLLOW ALL REPORT RECOMMENDATIONS. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR GRANULAR FILL COMPACTED TO 95% OF MAXIMUM DENSITY. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. ALL FOOTINGS TO BE PLACE AT MIN. BELOW LOCAL FROST DEPTH, AND BE CONTINUOUS AND MONOLITHIC POUR. 2. CHANGES IN ELEV. SHALL BE STEPPED WITH STEP HEIGHT NOT HIGHER THAN 1/2 THE STEP LENGTH AND NOT GREATER THAN 5'. NOTIFY ENGINEER IF GRADE DROPS OVER 8' IN 24' (GREATER THAN 1/3 SLOPE) SO THAT APPROPRIATE DESIGN CHANGES MAY BE MADE TO FOUNDATION AND FOOTINGS. 3. ALL FOOTINGS, FOUNDATIONS, AND INTERIOR SLABS SHALL BE NORMAL WT. CONCRETE WITH A COMPRESSIVE STRENGTH OF 2,5OO PSI MIN. U.N.O. TO MEET STRENGTH REQUIREMENTS (SEE CALCS., NO SPECIAL INSPECTIONS REQUIRED U.N.O., SEE PLAN) HOWEVER, PER IRC 402.2 USE 3000 PSI CONCRETE FOR DURABILITY PURPOSES. THE WATER/CEMENT RATIO SHALL BE NO GREATER THAN .50 WITH A MINIMUM CEMENT CONTENT OF 504 LBS. PER CUBIC YARD. 4. ALL CONC. WORK SHALL BE PLACED, CURED, STRIPPED, AND PROTECTED AS REQUIRED BY ACI STANDARDS AND PRACTICES. 5. ALL REINFORCING SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI STANDARD 318. REINFORCEMENT SHALL BE FREE FROM MUD AND OIL AND OTHER NON-METALLIC COATINGS THAT HAMPER BONDING CAPACITY. 6. OWNER\CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS LISTED ON THE DRAWING. VERIFICATION OF ALL SITE CONDITIONS INCLUDING SITE STABILITY IS THE RESPONSIBILITY OF OTHERS 7. ALLOW 14 DAYS FOR CONCRETE TO CURE PRIOR TO BACKFILL. 8. STRUCTURAL CONCRETE EXPOSED TO FREEZE THAW CYCLES SHALL HAVE 5% AIR ENTRAINMENT, MIN. 9. RUN FOOTINGS CONTINUOUS UNDER ALL DOOR OPENINGS, SEE PLAN. 10. SILL PLATE J-BOLTS SHALL BE A307 WITH 7” MIN. EMBEDMENT IN CONCRETE U.N.O., SEE PLAN. 11. TITEN HD BOLTS OR EPOXY THREADED RODS MAY BE USED AS SUBSTITUTION FOR SILL PLATE J-BOLTS AT SAME SIZE AND SPACING AS J-BOLTS. USE 6” TITEN HD FOR SINGLE SILL PLATE AND 8'' TITEN HD FOR DBL PLATE. 12. ALL FOUNDATION HOLDOWN STRAPS/ANCHORS SHALL BE ALIGNED WITH END OF SHEAR WALL ABOVE AND SHALL ATTACH TO FULL HEIGHT KING STUDS U.N.O., SEE PLAN. PROVIDE WOOD POST AT EACH HOLDOWN PER THE HOLDOWN SCHEDULE. DIMENSIONS TO HOLDOWN LOCATIONS MUST BE FIELD VERIFIED. 13. FOOTINGS TO BE CENTERED ON WALLS AND COLUMNS/POSTS U.N.O., SEE PLAN. 14. USE SIMPSON SET-XP EPOXY FOR CONCRETE ANCHORS U.N.O., SEE PLAN. CONTINUOUS SPECIAL INSPECTIONS REQUIRED ON ALL EPOXY OPERATIONS UNLESS WAIVED BY ENGINEER AND THE BUILDING OFFICIAL. 15. LAP REBAR 48 BAR DIAMETERS U.N.O., SEE PLAN. REINFORCING IN SLABS ON GRADE MAY BE LAPPED 24”. SPLICES IN BOTTOM STEEL IN CONCRETE BEAMS AND CAST IN PLACE SUSPENDED SLABS SHALL BE STAGGERED 48 BAR DIAMETERS. 16. LINTELS IN CONCRETE WALLS MAY BE AS FOLLOWS U.N.O., SEE PLAN; FOR 3'-0” MAX SPAN, 8” DEEP WITH (2) #4 BOTT. BARS, FOR 6'-0” MAX SPAN, 12” DEEP WITH (2) #4 BOTT. BARS. 17. PROVIDE (2) EDGE BARS ABOVE CONCRETE WALL OPENINGS AND (1) BAR EACH SIDE AND BELOW OPENINGS U.N.O., SEE PLAN. MATCH SIZE OF EDGE BARS WITH TYPICAL WALL REINFORCING AND PLACE WITHIN 4” OF OPENING EDGE. EXTEND BARS 48 BAR DIAMETERS PAST EDGE OF OPENING OR EXTEND AS FAR AS POSSIBLE AND PROVIDE 90° STANDARD HOOK AT END. 18. PROVIDE HORIZONTAL BAR WITHIN 3” OF TOP AND BOTT. OF WALL AND PROVIDE VERTICAL BAR AT ALL WALL CORNERS AND ENDS. NOTE: THIS ENGINEERING ASSUMES THAT THE CLEARANCE & SETBACK REQUIREMENTS LISTED IN IRC SECTION R403.1.7 ARE MET. IF THESE PROVISIONS ARE NOT MET, CONTACT THE ENGINEER FOR FURTHER DESIGN. NOTE: THIS ENGINEERING ASSUMES THAT THE SITE IS STABLE HAVING NO GLOBAL STABILITY CONCERNS OR HAZARDS. IF THIS IS NOT TRUE, CONTACT SOILS ENGINEER AND PROVIDE SOILS/SLOPE STABILITY REPORT TO YORK ENGINEERING FOR REVIEW AND FURTHER DESIGN. 3,000 PSI CONCRETE FOUNDATION SCHEDULE 60,000 PSI STEEL MAXIMUM WALL HEIGHT FROM T.O. FOOTING TOP EDGE SUPPORT MIN. WALL WIDTH VERTICAL WALL REINF. HORIZONTAL WALL REINF. MIN. WALL FOOTING SIZE AND REINF.NOTES SILL PLATE J-BOLTS, U.N.O., SEE PLAN5/ (MIN. 7" EMBEDMENT)SIZE SPACING SIZE SPACING WIDTH 2'-0" TO 4'-0"NONE 8"#4 32" O.C. #4 14" O.C. SEE PLAN 1/2" X 10" @ 32" O.C. 4'-1" TO 5'-0" NONE 8" #4 14" O.C. #4 12" O.C.36"4 (4) #4 X CONT.SEE NOTE 4 BELOW 1/2" X 10" @ 32" O.C. 5'-1" TO 6'-0" NONE 8" #4 14" O.C. #4 12" O.C.SEE NOTE 4 BELOW 1/2" X 10" @ 32" O.C. 6'-10" TO 7'-0"FLOOR 8" #4 12" O.C. #4 12" O.C. 1/2" X 10" @ 32' O.C. 7'-1" TO 8'-0" FLOOR 8" #4 24" O.C. #4 18" O.C. 1/2" X 10" @ 32" O.C. 8'-1" TO 9'-0" FLOOR 8" #4 16" O.C. #4 18" O.C. 9'-1" TO 10'-0" FLOOR 8" #4 12" O.C. #4 12" O.C.USE MIN F-24 FOOTING 5/8" X 10" @ 24" O.C. > 12'-0"+REQ. ENG.- - - - - -REQ. ENG. Notes: 1. REBAR TO BE PLACED IN THE CENTER OF THE WALL U.N.O., SEE PLAN. 2. FOOTING DOWELS SHALL EXTEND 48 BAR DIAMETERS INTO THE FOUNDATION WALL AND MATCH WALL VERTICAL STEEL SIZE AND SPACING. DOWELS SHALL HAVE A 90° STANDARD HOOK AT BOTTOM AND SHALL BE PLACED PER DETAILS. 3. USE 3" X 3" X 1/4" WASHERS ON J-BOLTS, IF SLOTTED WASHER IS USED, ADD CUT WASHER. 4. LARGER FOOTINGS SPECIFIED ON 4'-1" TO 7'-0" WALLS WITH NO TOP EDGE SUPPORT MAY BE REDUCED TO SIZE SPECIFIED ON PLANS, AND VERTICAL REBAR SPACING OF 24" O.C. FOR FOUNDATION WALLS MAY BE USED PROVIDED ONE OF THE FOLLOWING CONDITIONS EXIST: A. 4'-1" TO 7'-0" WALL LENGTH DOES NOT EXCEED 10'-0" AND HAS PERPENDICULAR CONCRETE RETURN WALL AT EACH END. B. UNBALANCED BACKFILL DOES NOT EXCEED 4'-0". 5. TITEN HD BOLTS OR EPOXY THREADED RODS MAY BE SUBSTITUTED FOR J-BOLTS OF SAME SIZE AND SPACING. USE 6" TITENS FOR SINGLE SILL PL., USE 8" FOR DBL SILL PL. 6. ATTACH SILL PLATE TO FLOOR JOISTS/BLOCKING W/ A34 CLIP PER DETAILS. 7. PERIODIC SPECIAL INSPECTIONS REQUIRED ON 11'-1" TO 12'-0" FOUNDATION WALLS. (york) CONTACT YORK ENGR. 10'-1" TO 11'-0" 11'-1" TO 12'-0"7 FLOOR FLOOR 8" #4 6" O.C. #4 12" O.C.USE MIN F-30 FOOTING 5/8" X 10" @ 24" O.C.6 8" #4 4" O.C. #4 12" O.C.USE MIN F-36 FOOTING 5/8" X 10" @ 24" O.C. REINFORCING 48"4 (6) #4 X CONT, #4 @ 11" O.C. TRANSVERSE 24" (3) #4 X CONT. 30" (3) #4 X CONT. 36" (4) #4 X CONT. 42"4 (5) #4 X CONT. SEE PLAN SEE PLAN - SEE NOTE 4 BELOW 1/2" X 10" @ 32" O.C. FOOTING SCHEDULE TYPE WIDTH LENGTH THICK REINFORCEMENT F-16 16"CONT. 10"(2) # 4 BARS CONT. (york) F-18 F-20 F-24 F-30 F-36 S-24 S-30 18" 20" 24" 30" 36" 24" 30" 36" 42" 48" 60" CONT. CONT. CONT. CONT. CONT. 10" 10" 10" 10" 10" 10" 10" 10" 12" 12" 12" S-36 S-42 S-48 S-60 24" 30" 36" 42" 48" 60" (2) # 4 BARS CONT. (2) # 4 BARS CONT. (2) # 4 BARS CONT. (3) # 4 BARS CONT. (4) # 4 BARS CONT. (3) # 4 BARS EACH WAY (3) # 4 BARS EACH WAY (4) # 4 BARS EACH WAY (5) # 4 BARS EACH WAY (6) # 4 BARS EACH WAY (7) # 4 BARS EACH WAY NOTE: FOOTING REINFORCEMENT IN THIS SCHEDULE AND NOTED ON PLANS IS BOTTOM REINFORCING U.N.O. AND SHALL BE PLACED IN BOTTOM 1/2 OF FOOTING THICKNESS, WITH 3" CONCRETE CLEAR COVER, MIN. HOLDOWN SCHEDULE HOLDOWN MIN. POST SIZE (FULL HT. KING POST) STEM WALL SLAB ON GRADE LSTHD8/ LSTHD8RJ 4X4 OR (2) 2X4 NA (EMBED STRAP 8")NA (EMBED STRAP 8") (york) STHD10/ STHD10RJ 4X4 OR (2) 2X4 NA (EMBED STRAP 10") NA (EMBED STRAP 10") STHD14/ STHD14RJ 4X4 OR (2) 2X4 NA (EMBED STRAP 14") USE HTT5 OR HDU5 W/PAB5 HTT5 AND HDU5 4X4 OR (2) 2X4 SB5/8X24 PAB4 HDU11 6X6 SB1X30 OR PAB8 (SEE PLAN) SB1X30 OR PAB8 (SEE PLAN)HDU14 SB1X30 OR PAB8 (SEE PLAN) HDU8 4X4 OR (2) 2X6 SSTB28SB7/8X24 6X6 SB1X30 OR PAB8 (SEE PLAN) NOTES: 1. THE REQUIREMENTS SHOWN IN THIS TABLE ARE MIN. U.N.O., SEE PLAN. 2. AT INTERLEVEL HTT AND HDU HOLDOWNS, USE THREADED ROD OF SAME DIAMETER AS FOUNDATION BOLT. 3. ALIGN HOLDOWNS AT FOUNDATIONS WITH INTERLEVEL HOLDOWNS/STRAPS ABOVE U.N.O., SEE PLAN 4. DIMENSIONS TO HOLDOWN LOCATIONS MUST BE FIELD VERIFIED. 5. EDGE NAIL SHEATHING TO POSTS AT HOLDOWNS WITH (2) ROWS EDGE NAILING. 6. USE "RJ" HOLDOWNS WHERE RIM JOIST OR SUSPENDED SLAB OCCURS ON WALL. HOLDOWN RETROFIT TABLE: HOLDOWN (york) NOTE: YORK ENGINEERING TO PROVIDE DETAIL WHERE STRAPS CANNOT BE INSTALLED WITH 1/2" MAX BEND. LSTHD8/LSTHD8RJ HTT5 WITH 5/8" ∅THREADED ROD EMBEDDED 10" INTO CONCRETE WITH SIMPSON SET EPOXY OR MST48 WITH (3) 1/2" X 4" TITEN HD BOLTS (CENTER STRAP ON RIM OR TOP OF FND WALL WHERE NO RIM OCCURS, 1/2" BEND MAX.) RETROFIT OPTIONS STHD10/STHD10RJ HTT5 WITH 5/8" ∅THREADED ROD EMBEDDED 10" INTO CONCRETE WITH SIMPSON SET EPOXY OR MST48 WITH (3) 1/2" X 4" TITEN HD BOLTS (CENTER STRAP ON RIM OR TOP OF FND WALL WHERE NO RIM OCCURS, 1/2" BEND MAX.) STHD14/STHD14RJ HDU8 WITH 7/8" ∅THREADED ROD EMBEDDED 15" INTO CONCRETE WITH SIMPSON SET EPOXY (IN 8" THICK STEM WALL) OR MST60 WITH (4) 1/2" X 4" TITEN HD BOLTS (CENTER STRAP ON RIM OR TOP OF FND WALL WHERE NO RIM OCCURS, 1/2" BEND MAX.) HTT5 AND HDU5 HDU8 WITH 7/8" ∅THREADED ROD EMBEDDED 15" INTO CONCRETE WITH SIMPSON SET EPOXY (IN 8" THICK STEM WALL) OR MST60 WITH (4) 1/2" X 4" TITEN HD BOLTS (CENTER STRAP ON RIM OR TOP OF FND WALL WHERE NO RIM OCCURS, 1/2" BEND MAX.) HDU8 (2) MST48 STRAPS WITH (3) 1/2" X 4" TITEN HD BOLTS IN EACH STRAP, SPACE STRAPS 1" APART (CENTER STRAP ON RIM OR TOP OF FND WALL WHERE NO RIM OCCURS, 1/2" BEND MAX.). HDU11 (2) MST60 STRAPS WITH (4) 1/2" X 4" TITEN HD BOLTS IN EACH STRAP, SPACE STRAPS 1" APART (CENTER STRAP ON RIM OR TOP OF FND WALL WHERE NO RIM OCCURS, 1/2" BEND MAX.). HDU14 YORK ENGINEERING TO PROVIDE DETAIL. NOTE: THESE PLANS SHALL BE BUILT ACCORDING TO THE BUILDING STANDARDS IN THE STATE, COUNTY, CITY THEY ARE BUILT IN REVISION SCHEDULE No. Description Date NOTE: THIS SHEET IS FOR REFERENCE ONLY. ENGINEERING PACKET MUST BE USED FOR OFFICIAL STRUCTURAL INFORMATION SCALE:1/4" = 1'-0"1 FOUNDATION PLAN 06/27/2022 IBC Anchor bolts to be installed as per IBC2 018. 2x6 Wall 2x4 Wall Temp. Wall Future Wall 1x2 Wall WALL LEGEND 2X12's @ 24" O.C. Or 11 7/8" TJI 210's @ 24" O.C. S W 16X6 POSTTYP.RB2 2 X 1 0 S T I C K F R A M E IN T H I S A R E A 2 X 1 0 S T I C K F R A M E IN T H I S A R E A RIDGE RB2 RB2 RB2 RB2 RB2 RB1 RB1 RB1 RB1 RB4 RB4 RB1 RB1 RB1 RB16X6 POSTTYP.6X6 POSTTYP.6X6 POSTTYP.S W 1 S W 1 S W 1 1 SD1 TYP.6X6 POSTTYP.6X6 POSTTYP.1 SD1 TYP. S W 1 S W 1 S W 1 S W 1 SW1 SW1 SW1 SW1 SW1 1 SD2 TYP. 5 SD2 TYP. BALOON FRAME WALL 2X10 LEDGER W/ (3) 1/4" X 4 1/2" SDS SCREWS PER STUD 2X12's @ 24" O.C. Or 11 7/8" TJI 210's @ 24" O.C. SW1 SW1 SW1 RB3 RB3 RB3 RB3 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 6/20/2022 4:24:53 PM R O O F F R A M I N G (slab on grade) May 2022 DSW Patrick Walsh S1.1 20 4-Plex DESIGN CRITERIA 115 MPHULT. WIND SPEED (3-SECOND GUST) SOIL BEARING PRESSURE DEAD SNOW ROOF LOADS 1500 PSF 20 PSF EXPOSURE B 35 PSF SEISMIC GOVERNING CODE I = 1.00 Fa = 1.00 R = 6.5 2018 IRC CATEGORY= D2 DEFLECTION LL=L/360 TL=L/240 NOTE: THIS ENGINEERING DESIGN ASSUMES THE LOADS AND CRITERIA LISTED ABOVE. CONTRACTOR SHALL REVIEW THE LOADS AND CONTACT YORK ENGINEERING PRIOR TO CONSTRUCTION IF ANY ADJUSTMENTS ARE REQUIRED. THE LOADS ABOVE ASSUME NO RADIANT HEAT FLOORING. SOIL REPORT, IF AVAILABLE, SHALL BE REVIEWED BY YORK ENGINEERING PRIOR TO CONSTRUCTION. IF NO SOILS REPORT IS AVAILABLE, THIS DESIGN ASSUMES THE SOIL PRESSURE ABOVE AND THAT NO LIQUEFACTION, EXPANSIVE, SLOPE STABILITY OR OTHER ADVERSE CONDITIONS EXIST. EQUIVALENT FLUID PRESSURE 38 PCF (york) SHEAR WALL NOTES ALL EXTERIOR WALLS AND VERTICAL SURFACES SHALL BE SHEATHED PER TYPICAL SHEAR WALL REQUIREMENTS MIN. U.N.O., WITH SHEATHING MANUFACTURED WITH EXTERIOR GLUE. SHEATHING SHALL BE APA RATED 24/16 MIN., NAILS SHALL BE SPACED 1/2" MIN. FROM PANEL EDGE AND DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. BLOCK AND EDGE NAIL ALL HORIZONTAL SHEATHING JOINTS. SHEAR WALL SCHEDULE TYPE SHEATHING NAIL EDGE FIELD STAPLE EQ TYPICAL4 7/16" ONE SIDE2 8d 6" O.C. 12" O.C. 16G @ 3" O.C. SW-14 7/16" ONE SIDE2 8d 4" O.C.2 12" O.C. 16G @ 2" O.C. SW-23 7/16" ONE SIDE2 8d 3" O.C.2 12" O.C.NOT ALLOWED SW-33 7/16" ONE SIDE2 8d 2" O.C.2 12" O.C.NOT ALLOWED NOTES: 1. 16 GAGE X 1-1/2" STAPLES MAY BE SUBSTITUTED FOR 8d NAILS AT 1/2 SPACING ON TYPICAL AND SW-1 WALLS. 2. WHERE SHEAR WALLS ARE INDICATED ON PLANS AT BOTH SIDES OF WALL, PROVIDE SHEATHING BOTH SIDES OF WALL (DBL SIDED SHEAR WALL) AND STAGGER EDGE NAILS. 3. PROVIDE 3X OR DBL 2X MEMBERS AT ADJOINING PANEL EDGES AT SW -2 AND SW-3 AND LAP SHEATHING 1 1/4" MIN. ONTO FRAMING MEMBERS AT PANEL EDGES. 4. AT TYPICAL AND SW-1 WALLS, LAP SHEATHING 3/4" ONTO FRAMING MEMBERS AT PANEL EDGES. 5. LAP SHEATHING 1 1/4" MIN. ONTO SILL PLATES ON FOUNDATIONS. 6. NAILS TO BE COMMON OR GALVANIZED BOX. 7. AT SINGLE SIDED SHEAR WALLS WHERE SHEATHING IS LAPPED TO CENTER OF RIM, WALL TOP PL OR TO SILL PLATE BELOW, 16d @ 6" O.C. MAY BE USED FOR WALL BOTTOM PLATE TO RIM ATTACHMENT. 8. USE 5" SCREWS FOR WALL PLATE TO RIM ATTACHMENT IF FLOOR SHEATHING IS GREATER THAN 3/4" THICK. 9. EDGE NAIL SHEATHING TO POSTS AT HOLDOWNS WITH (2) ROWS EDGE NAILING. (york) NAIL SPACING BOTT. PL TO RIM ATTACHMENT 16d @ 6" O.C. 16d @ 6" O.C. 4" SDS SCREWS @ 8" O.C.7,8 4" SDS SCREWS @ 8" O.C.7,8 RIM/BLOCK TO PL ATTACHMENT BELOW DBL SIDED SHEAR WALLS LTP4 OR A35 @ 16" O.C. LTP4 OR A35 @ 16" O.C. LTP4 OR A35 @ 12" O.C. LTP4 OR A35 @ 9" O.C. CS16 FLOOR TIE STRAPS LAP UPPER LEVEL WALL SHEATHING TO CENTER OF RIM OR WALL DBL TOP PL BELOW OR INSTALL VERTICAL CS16X36" STRAPS AT 32" O.C. (CENTERED ON RIM). LAP LOWER AND MAIN LEVEL WALL SHEATHING TO CENTER OF RIM OR ONTO SILL PLATE BELOW OR INSTALL VERTICAL CS16X24" STRAPS AT 32" O.C. (CENTERED ON WALL BOTT. PLATE). AT SW-1 WALLS, CS16 STRAPS NOT NEEDED IF SHEATHING IS BROKE AT CENTER OF WALL BOTT. PLATE. AT DBL SIDED SHEAR WALLS, EXTERIOR SHEATHING MUST LAP TO LOWER RIM OR WALL/SILL PLATE AS DESCRIBED ABOVE (CS16 STRAP RETROFIT NOT ALLOWED). FRAMING NOTES 1. SILL PLATE J-BOLTS SHALL HAVE A 3”X3”X1/4” WASHER AT EACH BOLT. IF SLOTTED WASHER IS USED, ADD CUT WASHER. 2. ALL FOUNDATION HOLDOWN STRAPS/ANCHORS SHALL BE ALIGNED WITH END OF SHEAR WALL AND/OR INTER LEVEL STRAP ABOVE (WHERE OCCURS) AND SHALL ATTACH TO FULL HEIGHT KING STUDS U.N.O., SEE PLAN. PROVIDE WOOD POST AT EACH HOLDOWN PER THE HOLDOWN SCHEDULE. 3. STRAPS CALLED OUT ON FLOOR AND FLOOR FRAMING PLANS ARE VERTICAL INTER LEVEL STRAPS AND SHALL BE CENTERED ON RIM BOARD AND ALIGNED WITH END OF SHEAR WALL ABOVE AND ATTACHED TO FULL HEIGHT KING STUDS UNLESS NOTED OR SHOWN OTHERWISE, SEE PLANS. 4. WALL DBL TOP PLATES SHALL BE 2X MIN. AND SHALL LAP 36” AT ALL SPLICES WITH (12) 16d NAILS STAGGERED EACH SIDE OF SPLICE U.N.O, SEE PLAN. WHERE PLATES DO NOT LAP, PROVIDE CS16X32" STRAP TO SPLICE PLATES. ALIGN WALL STUD WITH PLATE JOINTS. 5. PROVIDE DBL CANTILEVER FLOOR JOISTS BELOW (2) PLY (OR MORE) TRIMMERS/POSTS AND WHERE SHEAR WALL HOLDOWN STRAPS ARE INDICATED. 6. ATTACH (2) PLY HEADERS TOGETHER WITH (3) 16d AT 12” O.C. [(2) 16d OK FOR 2X6 HEADERS], USE (3) 16d AT 12” O.C. EACH SIDE FOR (3) PLY HEADERS, USE (4) 16d AT (2) AND (3) PLY HEADERS WHEN HEADER HEIGHT IS GREATER THAN 11”. ATTACH (4) PLY HEADERS TOGETHER WITH (2) ½” THROUGH BOLTS AT 16” O.C. OR (2) SDS 1/4” X 6” SCREWS AT 16” O.C. EACH SIDE OF HEADER U.N.O., SEE PLAN. 7. SEE BEARING WALL CONSTRUCTION TABLE FOR WALL FRAMING REQUIREMENTS. 8. EDGE NAIL SHEATHING TO ALL DRAG MEMBERS. 9. WHEN CHIMNEY IS SUPPORTED BY ROOF/FLOOR FRAMING, TRUSS/JOIST MFR TO DESIGN TRUSSES/JOISTS TO SUPPORT CHIMNEY WEIGHT INCLUDING VENEER WHERE OCCURS. CHIMNEYS CANTILEVERING MORE THAN 4' ABOVE ROOF SHALL BE FRAMED WITH 2X6 @12” O.C., USE LSL 2X6 @ 12” O.C. FOR CHIMNEYS EXTENDING MORE THAN 8' ABOVE THE ROOF. CHIMNEYS EXTENDING MORE THAN 10' ABOVE THE ROOF SHALL BE LATERALLY BRACED (WITHIN 4' OF CHIMNEY TOP) TO THE ROOF FRAMING WITH CABLES OR RODS ANCHORED TO RESIST SEISMIC AND WIND LOADS. CHIMNEYS THAT EXTEND MORE THAN 6' ABOVE THE ROOF AND ARE SUPPORTED BY ROOF FRAMING (FRAMING DOES NOT EXTEND CONTINUOUS THROUGH ROOF) SHALL HAVE A MSTC48B3 ANCHOR AT EACH CORNER (HOOKED UNDER ROOF JOIST OR TRUSS TOP CHORD). 10. ATTACH STEEL BEAMS TO WOOD POSTS PER BEAM POCKET IN WOOD WALL DETAIL. TRUSS/ GIRDER CONNECTION USE SIMPSON H1 OR EQUIVALENT TIES EACH END OF EACH TRUSS/JOIST, SEE ROOF TRUSS AT WOOD WALL DETAIL. AT GIRDERS, INSTALL TIES EACH END AS FOLLOWS: - FOR UPLIFT UP TO 1080 LBS., USE H10A-2 - FOR UPLIFT UP TO 1885 LBS., USE LGT2 - FOR UPLIFT UP TO 4940 LBS., USE VGT HEADER TO TRIMMER/KING STUD CONNECTION - NAIL HEADER TO KING STUDS WITH (6) 16d EACH END U.N.O, SEE PLAN. - FOR HEADERS GREATER THAN 6' LONG, USE (2) LCE CLIPS OR PCZ OR BC POST CAP EACH END OF HEADER TO TRIMMER CONN., OR USE CS16 STRAPS EACH SIDE OF HEADER TO TRIMMERS, SEE HEADER TO TRIMMER CONNECTION DETAIL. SHEATHING NOTES 1. STAGGER ROOF AND FLOOR SHEATHING JOINTS, SEE ROOF SHEATHING LAYOUT DETAIL. 2. INSTALL ROOF AND FLOOR SHEATHING WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/JOISTS U.N.O., SEE PLAN. SHEATHING INSTALLED WITH LONG DIMENSION PARALLEL TO JOISTS/TRUSSES SHALL BE 5 PLY PLYWOOD CONFORMING TO APA STANDARD PS-1. 3. NAILS SHALL BE ½” MIN FROM SHEATHING EDGE. 4. ALL FLOOR AND ROOF SHEATHING PIECES SHALL BE 48”X 48” MIN. 5. PROVIDE EDGE NAILING AT ALL SUPPORTED AND BLOCKED PANEL EDGES AND PER DETAILS. WALL SHEATHING: 7/16” APA RATED 24/16 MIN. U.N.O., SEE PLAN. ALL EXTERIOR WALLS AND VERTICAL SURFACES SHALL BE SHEATHED WITH SHEATHING MANUFACTURED WITH EXTERIOR GLUE. SEE PLANS AND SHEAR WALL SCHEDULE FOR NAILING REQUIREMENTS. ROOF SHEATHING: 7/16” APA RATED 24/16 MIN. WITH 8d NAILS AT 6” O.C. EDGE NAILING AND 12” O.C. FIELD NAILING FOR ROOF SNOW LOAD LESS THAN OR EQUAL TO 40 PSF. FOR ROOF SNOW LOAD GREATER THAN 40 PSF USE 5/8” APA RATED 40/20 MIN. WITH 10d NAILS AT 6” O.C. EDGE NAILING AND 12” O.C. FIELD NAILING U.N.O, SEE PLAN. FLOOR SHEATHING: 3/4” T&G APA RATED 40/20 MIN. (48/24 WHEN FLOOR TRUSSES/JOISTS ARE AT 24” O.C.) WITH 8d NAILS AT 6” O.C. EDGE NAILING AND 12” O.C. FIELD NAILING U.N.O., SEE PLAN. GLUE SHEATHING TO JOISTS/TRUSSES WITH ADHESIVE CONFORMING TO APA SPECIFICATIONS. NOTE: TRUSS COMPANY TO MEET WITH BUILDER & HOME OWNER BEFORE TRUSSES ARE BUILT 12" TYPICAL OVERHANG NOTE: TRUSS COMPANY TO VERIFY SNOW LOADS PRIOR TO MANUFACTURING TRUSSES NOTE: THESE PLANS SHALL BE BUILT ACCORDING TO THE BUILDING STANDARDS IN THE STATE, COUNTY, CITY THEY ARE BUILT IN NOTE: THIS SHEET IS FOR REFERENCE ONLY. ENGINEERING PACKET MUST BE USED FOR OFFICIAL STRUCTURAL INFORMATION REVISION SCHEDULE No. Description Date 3 ROOF VIEW SCALE:1/4" = 1'-0"1 ROOF FRAMING SCALE:1/4" = 1'-0"2 CLERESTORY ROOF FRAMING NOTE: DEAD LOAD FOR 6/12 ROOF WAS ASSUMED TO BE 20 PSF FOR SOLAR PANELS. ROOF BEAM SCHEDULE RB-1: (2) 2X6's DF #2 RB-2: (2) 2X8's DF #2 RB-3: (2) 2X8's DF #2 RB-4: (3) 2X10's DF #2 06/27/2022 2 018 IBC 12" MAX LO C A L F R O S T D E P T H 2" CLR 5" 3" CLR, ALL AROUND UNDISTURBED NATIVE SOIL OR COMPACTED GRANULAR FILL. IF PROJECT SOILS REPORT HAS BEEN COMPLETED, FOLLOW ALL REPORT RECOMMENDATIONS CONC. FOOTING, SEE PLAN FOR SIZE AND REINF. WHERE NO FOOTING IS SHOWN OR NOTED ON PLAN BELOW COL., EXTEND COL. BELOW GRADE TO FROST DEPTH VERT. BARS PER COL. SCHED. WITH 90 DEG. STD. HOOK AT BOTT. SPACE BARS EVENLY #3 BAR HOOPS @ 8" O.C. W/ (3) HOOPS @ 1 1/2" O.C. WITHIN 5" OF TOP OF COL. CONCRETE COL. USE 12"∅UNLESS NOTED OTHERWISE, SEE PLAN. COLUMN MAY BE ROUND OR SQUARE POST, SEE PLAN PBS OR ABU POST BASE WITH 6" MIN. BOLT POST CAP SCHED. BEAM DEPTH POST CAP ≤12"LCE/PCZ/BC > 12"CCQ/ECCQ OR CC/ECC* *NOTE : FOR POST CAPS AT HEADERS IN BEARING WALLS, SEE DETAIL 16/SD1 CONCRETE COL. SCHEDULE DIAM.VERT. REINF. 12"(4) #4 16" (6) #4 20" (8) #4 24" (10) #4 30" (12) #4 36" (16) #4 CONC. FOOTING, SEE PLAN FOR SIZE AND REINFORCING CONC. SLAB ON GRADE, 3 1/2" MIN. THICK UNDISTURBED NATIVE SOIL OR COMPACTED GRANULAR FILL. IF A PROJECT SOILS REPORT HAS BEEN COMPLETED, FOLLOW ALL REPORT RECOMMENDATIONS 3" CLR, ALL AROUND 3" CLR, ALL AROUND BEARING WALL, WHERE POST OCCURS IN WALL BEAR ON SILL PLATE, POST BASE NOT REQ. U.N.O., SEE PLAN GRAVEL, 4" MIN. PRESSURE TREATED SILL PLATE SPOT FOOTING AT POST WHERE OCCURS, SEE PLAN J-BOLT, SEE PLAN AND FOUNDATION SCHEDULE FOR SIZE AND SPACING SHEATHING, REQUIRED AT ONE OR BOTH SIDES OF WALL WHERE SHEAR WALL OCCURS, SEE PLAN INTERIOR BEARING WALL INTERIOR SHEAR WALL EDGE NAILING NOTES : -1/2" ∅X 6" TITEN HD BOLTS MAY BE USED FOR SILL PLATE ANCHORAGE IN LIEU OF J-BOLTS. USE 8" BOLT AT DBL SILL PL -WHERE ISOLATED WOOD POST OCCURS (NOT IN WALL) USE PB OR CB POST BASE U.N.O., SEE PLAN SHEET ROCK POWDER ACTUATED NAIL AT 16" O.C. LO C A L F R O S T D E P T H FOUNDATION WALL, SEE FOUNDATION SCHEDULE FOR REINFORCING FOR VARYING WALL HEIGHTS. SEE PLAN FOR WALL THICKNESS (8" MIN) J-BOLT, SEE PLAN AND FOUNDATION SCHEDULE FOR SIZE AND SPACING PRESSURE TREATED SILL PLATE BRICK LEDGE WHERE REQUIRED. SEE ARCHITECTURAL DRAWINGS CONCRETE SLAB ON GRADE 3 1/2" MIN THICK BEARING WALL SHEATHING, REQUIRED AT ONE OR BOTH SIDES OF WALL, SEE PLAN. D' 5' - 0 " M A X 2 X D' FTG THICKNESS (2) #4 DIAGONAL IN FND WALL 3' MIN UNDISTURBED NATIVE SOIL OR COMPACTED GRANULAR FILL. IF PROJECT SOILS REPORT HAS BEEN COMPLETED, FOLLOW ALL REPORT RECOMMENDATIONS CONC. FOOTING, SEE PLAN FOR SIZE AND REINFORCING 4" FOUNDATION WALL, SEE FOUNDATION SCHEDULE FOR REINFORCING FOR VARYING WALL HEIGHTS. SEE PLAN FOR WALL THICKNESS (8" MIN) 1 SD2 4 SD2 6 SD1 EARTH FILL FINISHED GRADE FLOOR FRAMING SYSTEM, SEE PLAN AND DETAILS DRAIN PER IRC 405.1 ROOF FRAMING SYSTEM, SEE PLAN AND DETAILS WALL FRAMING SYSTEM, SEE PLAN AND DETAILS FOUNDATION WALL, SEE FOUNDATION SCHEDULE FOR REINFORCING FOR VARYING WALL HEIGHTS. SEE PLAN FOR WALL THICKNESS (8" MIN) UNDISTURBED NATIVE SOIL OR COMPACTED GRANULAR FILL. IF PROJECT SOILS REPORT HAS BEEN COMPLETED, FOLLOW ALL REPORT RECOMMENDATIONS CONC. FOOTING, SEE PLAN FOR SIZE AND REINF. EDGE NAILING SHEATHING, REQUIRED AT ONE OR BOTH SIDES OF WALL WHERE SHEAR WALL OCCURS, SEE PLAN BEARING WALL ABOVE WHERE OCCURS BLOCKING BETWEEN JOISTS, NAIL TO WALL TOP PLATE WITH 16d NAILS @ 6" O.C., WHERE SW-2 OR SW-3 OCCURS ABOVE ATTACH TO TOP PLATE W/ A35 OR LTP4 CLIPS PER SHEAR WALL SCHED., SEE PLAN PROVIDE DBL BLOCK WHERE DBL SIDED SHEAR WALL OCCURS ABOVE. ATTACH TO TOP PLATE WITH LTP4 CLIPS PER SHEAR WALL SCHED. (16d @ 6" O.C. FOR DBL SW-1) NOTES : -WHERE JOISTS RUN PARALLEL TO WALL, ALIGN JOIST BELOW BEARING WALL. ALIGN DBL JOISTS BELOW DBL SIDED SHEAR WALL SHEAR WALL OPENING(S) WALL SHEATHING SHOWN ONE SIDE FOR CLARITY. SHEATH/NAIL ABOVE AND BELOW OPENING PER SHEAR WALL REQUIREMENTS OF WALLS EACH SIDE OF OPENING SHEATHING EDGE W/ SOLID BLOCKING SOLID BLOCKING EACH CORNER OF OPENING. PROVIDE 2X BLOCKING FOR 1 1_ 2 " WIDE STRAPS, AND 4X BLOCKING FOR STRAPS GREATER THAN 1 1/2 " WIDE HEADER, SEE PLAN. IF FRAMED HIGH, NAIL STRAP TO BLOCKING DIRECTLY ABOVE OPENING FOUNDATION HOLDOWN WHERE REQUIRED, SEE PLAN. ALIGN W/ STRAP ABOVE (WHERE OCCURS) U.N.O. SIMPSON CS16X32" STRAP, U.N.O., SEE PLAN. CENTER ON BEAM END ONE CONTINUOUS OSB PIECE, CUT AROUND SHEARWALL OPENING. PLACE EDGE AS CLOSE TO MIDDLE AS POSSIBLE INTER LEVEL STRAPS WHERE REQUIRED, SEE PLAN BEAM/HEADER, SEE PLAN WALL DBL TOP PLATE, SEE FRAMING NOTES. BOTT. PLY MAY BREAK AT HEADER AS SHOWN TRIMMERS POST, SEE PLAN KING STUDS/POST, SEE PLAN AS AN ALTERNATE TO LCE/PCZ/BC POST CAP, CS16X12" STRAP MAY BE USED ONE SIDE OF HEADER (OPPOSITE SIDE OF SHEATHING IF OCCURS). WHERE HEADER HEIGHT EXCEEDS 16", USE CS16X24" STRAP USE (2) LCE/PCZ/BC POST CAP WHEN HEADER LENGTH EXCEEDS 6'-0" NOTE: -FOR ISOLATED POST TO BEAM CONNECTION, SEE DETAIL 1/SD1 -WALL SHEATHING (WHERE OCCURS) NOT SHOWN FOR CLARITY WALL DBL TOP PL, BOTT. PLY MAY BREAK AT HEADERS, SEE ABOVE BEARING WALL CONSTRUCTION TABLE KING STUDS (K)/ TRIMMERS (T) BASED ON WALL OPENING WIDTH (U.N.O., SEE PLAN) WALL HEIGHT STUD FRAMING ≤2'-6"2'-7"-5'-0" 5'-1" - 8'-0" 8'-1" - 10"-0" 10'-1" - 12'-0" 12'-1" - 14'-0" 14'-1" - 16'-0" 16'-1" - 18'-0" 0'-10'2X4's @ 16" O.C.2 1 K/1 T 1 K/2 T 1 K/3 T 2 K/3 T 2 K/4 T 2 K/4 T 2 K/5 T 3 K/5 T 10'-1" - 12'2X4's @ 12" O.C.2 1 K/2 T 1 K/ 3 T 2 K/ 4 T 2 K/ 4 T 3 K/ 5 T 3K/3 1_2"X51_4" PSL T 4K/3 1_2"X7" PSL T 4K/3 1_2"X7" PSL T 0'-12' 2X6's @ 24" O.C. 1 K/ 1 T 1 K/ 2 T 2 K/ 2 T 2 K/ 2 T 2 K/ 2 T 2 K/ 3 T 3K / 3T 3K / 4T 12'-1" - 14' 2X6's @ 16" O.C. 1 K/ 1 T 1 K/ 2 T 2 K/ 2 T 2 K/ 2 T 2 K/ 3 T 3 K/ 4 T 3K / 4T 3K / 5T 14-1" '- 16' 2X6's @ 12" O.C. 1 K/ 2 T 1 K/ 2 T 2 K/ 3 T 2 K/ 4 T 3 K/ 4 T 3 K/ 5 T 4K / 5T 4K/5 1_4"X51_4" PSL T 16'-1" - 20' 2X6 LSL's @ 12" O.C. 2 K/ 2 T 2 K/ 2 T 2 K/ 4 T 2 K/ 5 T 3K/5 1_4"X51_4" PSL T 4K/5 1_4"X7" PSL T 4K/5 1_4"X7" PSL T 4K/5 1_4"X7" PSL T NOTES : 1. FOR WALLS TALLER THAN 20' AND/OR OPENINGS GREATER THAN 18' WIDE, SEE PLAN. 2. USE 2X6 STUDS FOR ALL WALLS SUPPORTING 3 OR MORE FLOOR/ROOF LOADS. 3. KING STUDS/TRIMMERS NOTED REQUIRED AT EACH END OF WALL OPENING. 4. NAIL KING/TRIMMER PLYS TOGETHER W/ (2) 16d NAILS @ 9" O.C. 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 9/23/2022 4:01:02 PM S T R U C T U R A L D E T A I L S ( y o r k ) (slab on grade) May 2022 DSW Patrick Walsh SD1 20 4-Plex 1 (y)ISOLATED WOOD POST AT CONCRETE COLUMN 2 (y)INTERIOR BEARING/SHEAR WALL AT FOUNDATION 3 (y)SLAB ON GRADE AT FOUNDATION WALL 4 (y)FOOTING STEP TYP.(y)TYP. WALL SECTION 11 (y)INTERIOR SHEAR WALL AT WOOD FLOOR 13 (y)FORCE TRANSFER SHEAR WALL (FTW)16 (y)HEADER TO TRIMMER CONN. 17 (y)BEARING WALL CONSTRUCTION TABLE ALL DETAILS MAY NOT BE APPLICABLE TO YOUR PLANS IF MARKED TYPICAL, USE ON PLAN ON ALL APPLICABLE AREAS NOTE: THIS SHEET IS FOR REFERENCE ONLY. ENGINEERING PACKET MUST BE USED FOR OFFICIAL STRUCTURAL INFORMATION REVISION SCHEDULE No. Description Date 15 1 / 4 " MA X FRONT VIEW ROOF SHEATHING, SEE PLAN ROOF TRUSS/JOIST, SEE PLAN VARIABLE GAP (2" MAX) BETWEEN BLOCK AND SHEATHING FOR VENTILATION 2X BLOCKING, TOE NAIL BLOCK INTO TOP PLATE W/ 16d @ 6" O.C. WALL DOUBLE TOP PLATE, SEE PLAN NOTE 2X BLOCKING BETWEEN TRUSSES (BLOCK NOT REQUIRED TO ATTACH TO SHEATHING, U.N.O., SEE PLAN) NAIL BLOCKS INTO SIDE OF TRUSSES W/ (2) 16d NAILS AT EACH END OF BLOCK SHEATHING, REQUIRED AT ONE OR BOTH SIDES OF WALL, SEE PLAN NOTES : -IF TRUSS HEEL IS OVER 15 1/4" TALL SEE DETAIL 2/SD2 FOR TRUSS DEPTH BLOCKING -PROVIDE WEB FILLER PER JOIST MFR AT WOOD I-JOISTS FOR CLIP NAILING BEARING WALL H1, H1.81Z OR H11Z AT EACH END OF EACH TRUSS/JOIST. USE VPA CLIP AT SLOPED WOOD I-JOISTS AND H2.5 CLIP AT I-JOISTS AT FLAT ROOFS U.N.O, SEE PLAN. SEE PLAN NOTE FOR GIRDER CONNECTION HEADER WHERE OCCURS, SEE PLAN EDGE NAILING ROOF TRUSS/JOIST, SEE PLAN 2" MAX GAP 2X BLOCKING ROOF SHEATHING, SEE PLAN SHEATHING/NAILING TO MATCH SHEAR WALL BELOW. USE 8d NAILS @ 6" O.C. WHERE SHEAR WALL DOES NOT OCCUR BELOW, SEE PLAN 16d NAILS @ 6" O.C. 2X BLOCKING WALL DOUBLE TOP PLATE SHEATHING, REQUIRED AT ONE OR BOTH SIDES OF WALL, SEE PLAN BEARING WALL ROOF SHEATHING, SEE PLAN 2" MAX GAP ROOF TRUSS/JOIST, SEE PLAN SHEATHING/NAILING TO MATCH SHEAR WALL BELOW. USE 8d NAILS AT 6" O.C. WHERE SHEAR WALL DOES NOT OCCUR BELOW, SEE PLAN. 16d NAILS @ 4" O.C. SHEATHING REQUIRED AT ONE OR BOTH SIDES OF WALL WHERE SHEAR WALL OCCURS, SEE PLAN 2X BLOCKING 2X BLOCKING EDGE NAILING NOTE : -PRE-FABRICATED SHEAR PANEL BLOCKING DESIGNED BY THE TRUSS MANUFACTURE MAY BE USED IN LIEU OF BLOCKING SHOWN HERE. BLOCKING TO BE DESIGNED FOR 350 PLF SHEAR LOAD AT TOP OF BLOCK. ATTACH BLOCKING TO WALL TOP PLATE W/ NAILING NOTED OR (1) A35 CLIP OR (1) LTP4 CLIP AT EACH BLOCK FRONT VIEW H1 AT EACH END OF EACH TRUSS SHEATH SIDE OF TRUSS TO UNDERSIDE OF ROOF SHEATHING (MATCH SHEATHING AND NAILING TO SHEAR WALL BELOW) OR DESIGN TRUSS FOR DRAG LOAD NOTED ON PLANS ROOF SHEATHING, SEE PLAN ROOF TRUSS/JOIST, SEE PLAN (2) 16d PROVIDE BRACING PER DETAIL 4/SD2 IF WALL IS EXTERIOR 2X4 BRACE @ 24" O.C. WITH (2) 16d TO WALL TOP PLATE EDGE NAILING PROVIDE A35 CLIP AT 24" O.C. (OR SPACING AS NOTED ON PLAN) WHERE WALL SHEATHING DOES NOT RUN CONTINUOUS TO ROOF SHEATHING ALIGN TRUSS W/ WALL AND DESIGN FOR DRAG LOAD AS REQUIRED (WHERE TRUSS NOT SHEATHED), SEE PLAN ROOF SHEATHING, SEE PLAN (2) 16d 2X4 BLOCK @ 24" O.C. (12" O.C. WHERE DBL SIDED SHEAR WALL OCCURS BELOW) WITH (3) 16d TO WALL TOP PLATE WALL DBL TOP PL. SHEATHING, REQUIRED AT ONE OR BOTH SIDES OF WALL WHERE SHEAR WALL OCCURS, SEE PLAN ROOF DRAG TRUSS/JOIST, SEE PLAN EDGE NAILING TRUSSES OFF SET FROM WALL TRUSS IN LINE W/ WALL NOTES: -BRACE TRUSS BOTTOM CHORDS PER TRUSS MFR. REQUIREMENTS. BRACING NOT SHOWN FOR CLARITY. -WHERE ROOF TRUSS IS NOT SHEATHED, TRUSS TO BE DESIGNED FOR DRAG LOAD NOTED ON PLANS (1500 LB MIN. IF LOAD NOT NOTED). TRUSS TO BE DESIGNED TO TRANSFER DRAG LOAD FROM TOP CHORD TO BOTTOM CHORD. IF SHEATHING JOINT OCCURS AT TOP OF WALL, PROVIDE A35 CLIPS AT TRUSS BOTT. CHORD AS NOTED EDGE NAILING PROVIDE BRACING PER DETAIL 4/SD2 IF WALL IS EXTERIOR CANTILEVERED 2X4 FLAT @ 24" O.C. REQ'D WHEN ROOF SNOW LOAD IS >40 PSF, SEE PLAN. EXTEND BACK SPAN ONE BAY U.N.O., SEE PLAN. GABLE TRUSS TO BE DESIGNED WITH OVER SIZED TOP CHORD TO ALLOW FOR NOTCHING 2X4 BLOCK (2) 16d NAILS EACH END OF BLOCK (4) 16d NAILS 2X6 BRACE @ 8' O.C. GABLE END TRUSS SHEATH GABLE TO MATCH SHEAR WALL SHEATHING/NAILING BELOW, SEE PLAN 1 1 (MAX) EDGE NAILING A33 CLIP EACH SIDE OF BRACE EDGE NAILING ALONG TOP OF BLOCK 16d TOE NAIL @ 6" O.C. EDGE NAILING PROVIDE A35 CLIP AT 24" O.C. (OR SPACING AS NOTED ON PLAN) WHERE SW-2 OR SW-3 OCCURS BELOW A34 CLIP AT EACH BRACE 2X BLOCK AT 24" O.C. ALIGN 2X ON TRUSS BOTT. CHORDS W/ BRACE 2'-0" MAX LEDGER, SEE TABLE THIS SHEET FOR SIZE AND ATTACHMENT HANGER BY TRUSS MFR. AT LEDGER (BOTT. CHORD BEARING TRUSS SHOWN) 2X BLOCKING BETWEEN TRUSSES W/ (2) 16d AT EACH WALL STUD ROOF TRUSS/JOIST, SEE PLAN TRUSS TOP CHORD OR 2X4 LEDGER W/ (2) 16d AT EACH WALL STUD 2X4 BLOCKING W/ 16d AT 6" O.C. REQUIRED WHERE SHEATHING DOES NOT EXTEND BELOW LOW ROOF ROOF SHEATHING, SEE PLAN EDGE NAILING ROOF SHEATHING, SEE PLAN EDGE NAILING 2X4 BLOCKING W/ 16d AT 6" O.C. REQUIRED WHERE SHEATHING DOES NOT EXTEND BELOW LOW ROOF PERPENDICULAR PARALLEL WHERE EDGE OF UPPER FLOOR OCCURS BELOW, EXTEND SHEATHING DOWN TO BOTT. OF UPPER FLOOR RIM BOARD WHERE SHEAR WALL OCCURS BELOW, EXTEND SHEATHING TO LOWER WALL AS SHOWN WHERE EDGE OF UPPER FLOOR OCCURS BELOW, EXTEND SHEATHING DOWN TO BOTT. OF UPPER FLOOR RIM BOARD WHERE SHEAR WALL OCCURS BELOW, EXTEND SHEATHING TO LOWER WALL AS SHOWN NOTE: -LOW ROOF MAY BE SLOPED OR FLAT SHEATHING REQUIRED AT ONE OR BOTH SIDES OF WALL, SEE PLAN. WHERE SHEAR WALL OCCURS BELOW, CONT. SHEATHING DOWN TO LOWER WALL 2X6 JOIST (MIN) AT 24" O.C. ROOF SHEATHING, SEE PLAN ROOF SHEATHING UNDER OVER BUILD 2X4 POST @ 48" O.C. (EACH WAY), MAX. ALIGN W/ TRUSSES BELOW (EXCEPT POSTS SUPPORTING RIDGE MEMBER). POSTS TO BE PLACED @ 48" O.C. ALONG LOW ROOF TRUSS TOP CHORDS. SHAPE TOP AND BOTT. OF POST FOR FLUSH FIT. NAIL W/ (2) 16d TOE NAILS AT TOP AND BOTT. OF POST 2X10 PLATE (MIN) W/ (3) 16d @ EACH TRUSS RIDGE 2X8 (MIN.) NOTES : -SHEATHING ON OVERBUILD FRAMING NOT SHOWN FOR CLARITY. -ALL OVERBUILD FRAMING MEMBERS TO BE SUPPORTED TO LOW ROOF AT 4'-0" O.C. 2X BLOCKING BETWEEN ROOF TRUSS TOP CHORDS AS REQUIRED FOR POST SUPPORT AT GABLE 1 SD2 2 SD2 4 SD2 WALL TOP PLATE BELOW STAGGER SHEATHING JOINTS NOTES: -EDGE NAILING REQUIRED AT ALL SUPPORTED AND BLOCKED SHEATHING EDGES. ALSO PROVIDE EDGE NAILING PER DETAILS 3/SD2, 4/SD2 AND PER PLAN NOTES. -BRACING REQUIRED PER DETAIL 4/SD2 NOT SHOWN FOR CLARITY TRUSSES/JOISTS, SEE PLAN GABLE TRUSS BLOCKING OR OUTRIGGER WHERE REQ'D, SEE DETAIL 4/SD2 ROOF SHEATHING, SEE PLAN GENERAL STRUCTURAL NOTES 1. CONTRACTOR (INCLUDING SUB-CONTRACTORS) SHALL FOLLOW ALL REQUIREMENTS STATED IN THESE DOCUMENTS AND ALL APPLICABLE BUILDING CODES AND STANDARDS AND SHALL BE QUALIFIED TO PERFORM AND EXPERIENCED IN PERFORMING THE WORK REQUIRED FOR THE PROJECT. 2. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS STATED IN ALL OTHER DOCUMENTS APPLICABLE TO THE PROJECT. IF ANY DISCREPANCIES OCCUR BETWEEN THE STRUCTURAL DOCUMENTS AND OTHER PROJECT DOCUMENTS, NOTIFY YORK ENGINEERING OF THE DISCREPANCY PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ELEVATIONS, ETC., PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND SHALL PROVIDE SHORING AND BRACING AS REQUIRED TO PROVIDE STRUCTURAL STABILITY AT ALL TIMES DURING CONSTRUCTION. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADEQUATE CORROSION PROTECTION OF ALL STRUCTURAL ELEMENTS. 6. ALL MATERIALS/PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S REQUIREMENTS. 7. SPECIFIC NOTES AND DETAILS SHALL GOVERN OVER TYPICAL NOTES AND DETAILS. 8. TYPICAL NOTES AND DETAILS APPLY WHERE SPECIFIC NOTES AND DETAILS ARE NOT INDICATED. 9. MATERIALS SHALL BE PLACED ON THE STRUCTURE SUCH THAT THE DESIGN LOADS STATED IN THE DESIGN CRITERIA TABLE ARE NOT EXCEEDED AND THE LOAD BEARING CAPACITY OF TEMPORARY SHORING AND BRACING IS NOT EXCEEDED. 10. EACH PIECE OF STRUCTURAL LUMBER (AND SHEATHING) SHALL BE MARKED BY A COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TO ESTABLISH LUMBER GRADES. THE ORGANIZATION, GRADING AND GRADE MARKINGS SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. 11. THE SIZING AND SURFACING OF ALL LUMBER SHALL BE MILL SIZED AND SURFACED ON ALL 4 SIDES U.N.O., SEE PLAN. ALL LUMBER SHALL BE FREE OF HEART CENTER. SPLICES SHALL NOT BE PERMITTED EXCEPT WHERE NOTED OR APPROVED BY THE ENGINEER. 12. ALL FRAMING HARDWARE SHALL BE SIMPSON STRONG-TIE OR APPROVED EQUAL U.N.O. AND SHALL BE INSTALLED PER THE MANUFACTURER'S REQUIREMENTS. USE THE MAXIMUM NUMBER AND SIZE OF FASTENERS SPECIFIED BY THE MANUFACTURER U.N.O., SEE PLAN. 13. WHERE A SPECIFIC CONNECTOR TYPE/MODEL IS NOT INDICATED, PROVIDE A CONNECTOR SIZED TO FIT THE MEMBERS BEING CONNECTED. 14. SAWN LUMBER SHALL BE DOUG FIR #2 OR BETTER U.N.O., SEE PLAN. POSTS AND TIMBERS SHALL BE DOUG FIR #1 OR BETTER. 15. INSTALL SOLID FULL HEIGHT BLOCKING BETWEEN TRUSSES/JOISTS AT ALL BEARING POINTS U.N.O, SEE PLAN. 16. WEB FILLERS SHALL BE PROVIDED ON WEBS OF WOOD I-JOISTS PER THE JOIST MANUFACTURER'S REQUIREMENTS AND PER THE HARDWARE MANUFACTURER'S REQUIREMENTS WHERE HARDWARE ATTACHES TO THE I-JOIST. 17. PRE-MANUFACTURED TRUSSES AND JOISTS SHALL BE BRACED PER THE MANUFACTURER'S REQUIREMENTS. MULTI-PLY MEMBERS SHALL BE ATTACHED TOGETHER PER THE MANUFACTURER'S REQUIREMENTS. 18. PRE-MANUFACTURED PRODUCTS SUCH AS WOOD TRUSSES AND I-JOISTS SHALL ONLY BE ALTERED WITH THE APPROVAL OF THE MANUFACTURER AND SHALL BE REPAIRED (WHEN REQUIRED) PER THE MANUFACTURER'S REQUIREMENTS. 19. BOLTS/LAGS AT ALL WOOD TO WOOD, WOOD TO STEEL AND WOOD TO CONCRETE CONNECTIONS SHALL BE A307 U.N.O., SEE PLAN. 20. BOLTS IN WOOD SHALL BE INSTALLED IN HOLES 1/16”IN DIAMETER LARGER THAN THE BOLT DIAMETER AND SHALL HAVE WASHERS BETWEEN HEAD/NUT AND WOOD MEMBER. 21. LAGS SHALL BE INSTALLED IN HOLES PRE-DRILLED AT SAME DIAMETER AS LAG SHAFT FOR UNTHREADED SHAFT PORTION OF HOLE AND 40%-70% OF SHAFT DIAMETER FOR THREADED PORTION. 22. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED U.N.O, SEE PLAN. 23. ALL FASTENERS AND CONNECTORS (NAILS, SCREWS, BOLTS, NUTS, WASHERS, ETC.) IN CONTACT WITH PRESERVATIVE TREATED AND FIRE RETARDANT TREATED WOOD SHALL MEET THE REQUIREMENTS OF IBC 2304.10.5. 24.DO NOT COUNTER SINK BOLT/LAG HEADS INTO WOOD MEMBERS UNLESS SPECIFICALLY NOTED ON PLANS OR APPROVED BY THE ENGINEER. 25. ALL NAILING SHALL BE PER IBC TABLE 2304.10.1 U.N.O., SEE PLAN. ATTACH 2X4 STUDS TO WALL TOP AND BOTT. PLATES WITH (2) 16d NAILS, USE (3) 16d NAILS FOR 2X6 STUDS. BUILT-UP 2X POSTS SHALL BE FACE NAILED TOGETHER WITH (2) 16d AT 9” O.C. 26. PROVIDE POSTS TO MATCH WIDTH OF SUPPORTED BEAMS/HEADERS U.N.O., SEE PLAN. CONTINUE POSTS TO FOUNDATION INCLUDING SQUASH BLOCKING IN FLOORS. MATCH SQUASH BLOCKING SIZE TO POST SIZE. 27. WHERE JOISTS/TRUSSES RUN PARALLEL TO INTERIOR BEARING WALLS, ALIGN JOIST/TRUSS UNDER WALL BOTT. PLATE OR PROVIDE FULL HEIGHT BLOCKING AT 16” O.C. IN FLOOR PERPENDICULAR TO WALL AND BLOCKING ALIGNED UNDER WALL. PROVIDE DBL JOIST/TRUSS UNDER DBL SIDED SHEAR WALLS, SEE INTERIOR SHEAR WALL AT WOOD FLOOR DETAIL. 28. WOOD WALLS SHALL BE BALLOON FRAMED FROM FOUNDATION TO ROOF EXCEPT WHERE FLOORS BREAK WALL STUDS PER FLOOR JOIST AT WOOD WALL DETAIL. 29. SHEATHING SHALL BE PROVIDED ON RIM BOARDS AND NAILED PER REQUIREMENTS OF SHEAR WALL ABOVE. 30. EXCEPT WHERE NOTED OTHERWISE, PROVIDE METAL FRAMING CONNECTOR (HANGER, CLIP, CAP, ETC.) AT ALL WOOD TO CONCRETE, WOOD TO STEEL AND WOOD TO WOOD CONNECTIONS. 31. ATTACH BRICK VENEERS TO FRAMING PER IRC R703.8. 32. PROVIDE 6” X 3 1/2” X 5/16” STEEL ANGLE TO SUPPORT BRICK VENEERS. ATTACH ANGLE WITH (2) 7/16” X 4” LAGS AT 16” O.C., USE (1) ½” X 4 ½” TITEN HD BOLT AT 16” O.C. FOR ATTACHMENT TO CONCRETE OR MASONRY. 33. WOOD NAILERS ON STEEL BEAMS SHALL BE 2X WITH ½”DIAM. THREADED STUDS AT 32” O.C. U.N.O, SEE PLAN. NAILERS ON STEEL FRAME BEAMS SHALL BE 3X WITH ¾” DIAM. STUDS AT 24” O.C. U.N.O, SEE PLAN. 34. ¼” WEB STIFFENERS SHALL BE PROVIDED EACH SIDE OF STEEL BEAMS AT ALL BEARING POINTS. 35. USE ¾” DIAM. A325 BOLTS AT ALL STEEL TO STEEL CONNECTIONS U.N.O., SEE PLAN. 36. GROUT BELOW STEEL BASE PLATES (IF USED) SHALL BE 5000 PSI NON-SHRINK GROUT. 37. ALL WELDING SHALL BE DONE PER AISC AND AWS SPECIFICATIONS. WELDERS SHALL BE AWS CERTIFIED. 38. WELD MATERIAL SHALL BE 70 KSI MIN. 39. RIM BOARD TO BE 1 1/8" MIN. U.N.O., SEE PLAN. 40. YORK ENGINEERING LIABILITY IS LIMITED TO FIVE TIMES THE FEE COLLECTED FOR SERVICES. THE CONTRACTOR(S) MUST READ, UNDERSTAND AND ACCEPT ALL YORK ENGINEERING DOCUMENTS APPLICABLE TO THIS DESIGN PRIOR TO UTILIZING THE DESIGN. BY USING THIS DESIGN, THE OWNER/CONTRACTOR ACCEPTS THE DESIGN, ASSUMED LOADS AND LIMITS ON LIABILITY STATED. 41. PERIODIC SPECIAL INSPECTIONS REQUIRED ON TRUSS BRACING AT TRUSSES OVER 5'-0" TALL UNLESS WAIVED BY BUILDING OFFICIAL. 42. PRE-FABRICATED TRUSS LAYOUT PLAN AND CALCULATIONS MUST BE PROVIDED TO YORK ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. MIN. LEDGER SIZE AND ATTACHMENT TO WALL STUDS AT 16" O.C. (U.N.O., SEE PLAN)TABLE NOTES ROOF OR FLOOR LIVE/SNOW LOAD (PSF)1. LEDGER NAILS TO BE 16d - .148"∅X 3 1/2", MIN. 2. SDS SCREWS TO BE SPACED 3" O.C., 1 1/2" FROM LEDGER EDGE 3. WHERE LEDGER IS INSTALLED DIRECTLY ON WALL STUDS (NOT ON WALL SHEATHING) 3 1/2" SCREWS MAY BE USED 4. CENTER LEDGER SCREWS/NAILS IN WALL STUDS MAX TRUSS/JOIST SPAN (FT)40-50 PSF 50-55 PSF 60-65 PSF 70-75 PSF ≤ 8' 2X6, (3) 16d 2X8, (4) 16d 2X8, (4) 16d 2X8, (2) SDS 1/4" X 4 1/2" 12' 2X8, (4) 16d 2X10, (3) SDS 1/4" X 4 1/2" 2X10, (3) SDS 1/4" X 4 1/2" 2X10, (3) SDS 1/4" X 4 1/2" 16' 2X10, (3) SDS 1/4" X 4 1/2" 2X10, (3) SDS 1/4" X 4 1/2" 1 3/4" X 11 7/8" LVL, (4) SDS 1/4" X 4 1/2" 1 3/4" X 11 7/8" LVL, (4) SDS 1/4" X 4 1/2" 20'1 3/4" X 11 7/8" LVL, (4) SDS 1/4" X 4 1/2" 1 3/4" X 11 7/8" LVL, (4) SDS 1/4" X 4 1/2" 1 3/4" X 16" LVL, (5) SDS 1/4" X 4 1/2" 1 3/4" X 16" LVL, (5) SDS 1/4" X 4 1/2" 1 (y)ROOF TRUSS AT WOOD WALL 1 2 (y)TRUSS DEPTH BLOCKING 3 (y)TRUSS PARALLEL TO INTERIOR SHEAR WALL 4 (y)ROOF TRUSS AT WOOD WALL 2 5 (y)LOW ROOF SHEAR WALL 6 (y)ROOF OVERBUILD 7 (y)ROOF SHEATHING LAYOUT 801.455.2080 devin@dswdrafting.com D S W DRAFTING Let's create something together Date Drawn by Designed for Sheet OF CCopyright DSW Drafting All rights reserved. The use of these plans is expressly limited to DSW Drafting and those who have purchased plans with a letter of usage. Reproduction,re-use, or publication by any method, in whole or in part, is prohibited. REVISED: 9/23/2022 4:01:03 PM S T R U C T U R A L D E T A I L S ( y o r k ) (slab on grade) May 2022 DSW Patrick Walsh SD2 20 4-Plex ALL DETAILS MAY NOT BE APPLICABLE TO YOUR PLANS IF MARKED TYPICAL, USE ON PLAN ON ALL APPLICABLE AREAS NOTE: THIS SHEET IS FOR REFERENCE ONLY. ENGINEERING PACKET MUST BE USED FOR OFFICIAL STRUCTURAL INFORMATION REVISION SCHEDULE No. Description Date