HomeMy WebLinkAboutREDLINED PLANS - 22-00457 - Herndon Apartments - Walsh - Townhomes - 4 UnitsAuthor Name Author Email Author Phone No.:
Cody Jones Cody.Jones@rexburg.org 208-372-2173
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Alex Owens Alex.Owens@rexburg.org 208-372-2330
Don Allen Don.Allen@rexburg.org 208-372-2174
Description : Herndon Apartments - Walsh - 4-plex
Address : 263 S 4th W
Application Type :
Document Filename : Final Walsh STAMPED FULL SET 6.27.22.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 Plans need to be designed and in accordance with IBC 2018.
All concealed spaces need have draft stopping and fire
blocking as per 718.
Need to have Envelope COMM check or prescriptive insulation
formed completed.
As per section 1107.6.3 R3 occupancies need to be built as a
type B unit.
Dwelling unit sound transmission to comply with IBC 1207.
A1.0 Free text Cody Jones : Building Open 2 International Building code 2018
# 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.
Report Date: 07.25.2022
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
A1.1 Free text Cody Jones : Building Open 3 As per City Ordinance an automatic sprinkler system installed
in accordance with Section 903.3 shall be provided throughout
all buildings with a Group R fire area.
A1.1 Free text Cody Jones : Building Open 3 Cross slope of sidewalk and landings at doors not to exceed
2%.
As per section 1106.5 For every six or fraction of six accessible
parking spaces, at least one shall be a van accessible parking
space.
A2.1 Free text Cody Jones : Building Open 4 Please call out specific listed assembly for wall and horizontal
separations.
A4.3 Free text Cody Jones : Building Open 12 Stairs need to be built to IBC 2018 not IRC.
A4.3 Free text Cody Jones : Building Open 12 Stamped truss plans needed with identifiable approval of
building design professional.
S1.0 Comment 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"
S1.1 Free text Cody Jones : Building Open 18 Occupancy type R3
Construction type VB ?
A1.0 Callout Alex Owens : Electrical Open 2 For verification; Idaho has exempted the code requiring
laundry areas to be GFCI
A1.0 Callout Alex Owens : Electrical Open 2 For verification: Idaho has exempted the use of AFCI
protection in all locations except bedrooms.
A1.0 Callout Alex Owens : Electrical Open 2 Idaho recognizes the 2017 NEC. All electrical work must
comply with 2017 requirements.
A1.0 Callout Alex Owens : Electrical Open 2 For verification: Idaho has exempted GFCI protection for
dishwashers and 2017 NEC allows garage circuits to contain
outside receptacles.
E1.1 Callout Alex Owens : Electrical Open 16 Please verify: Idaho has exempted laundry rooms, utility
rooms (unless unfinished) GFCI protection.
E1.1 Callout Alex Owens : Electrical Open 16 Please verify: Idaho requires AFCI protection for bedrooms
only.
E1.1 Callout Alex Owens : Electrical Open 16 Please verify: 2017 NEC 210.11c4 exception allows outside
receptacles to be on same circuit as garage.
E1.1 Free text Alex Owens : Electrical Open 16 All electrical work to comply with 2017 NEC requirements.
E1.1 Free text Alex Owens : Electrical Open 16 Service size and available fault current calculation needed.
A1.1 Free text Kyle Baldwin : P&Z Open 3 Sidewalk connectivity must be provided from internal
sidewalks to sidewalk in right-of-way.
A1.1 Callout Kyle Baldwin : P&Z Open 3 Please show sidewalk location
Report Date: 07.25.2022
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 Free text Kyle Baldwin : P&Z Open 3 Please show permeable and non-permeable areas for
determination of permissible lot coverage requirement
A1.1 Callout Kyle Baldwin : P&Z Open 3 Driveway edges and dimensions must be shown
A1.1 Callout Kyle Baldwin : P&Z Open 3 How many units are in the existing building?
A1.1 Callout Kyle Baldwin : P&Z Open 3 10' setback required along West Property Line
A1.1 Callout Kyle Baldwin : P&Z Open 3 This setback can be 10' because surrounding parcels are
zoned same (HDR1)
Report Date: 07.25.2022
Approval of plans does not constitute approval of variance from code
Page 3 of 3
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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)
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CONCEPTUAL ONLY
Engineered By:
Date
Drawn by
Designed for
Sheet
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801.455.2080
devin@dswdrafting.com
D
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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:
6/27/2022 3:53:56 PM
4-Plex
(slab on grade)
York Engineering
(801) 876-3501
May 2022
DSW
Patrick Walsh
A0.0
20
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REVISION SCHEDULE
No. Description Date
Plans need to be designed and in accordance with IBC 2018.
All concealed spaces need have draft stopping and fire blocking as per 718.
Need to have Envelope COMM check or prescriptive insulation formed completed.
As per section 1107.6.3 R3 occupancies need to be built as a type B unit.
Dwelling unit sound transmission to comply with IBC 1207.
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:
6/27/2022 3:53:56 PM
G
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R
A
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(slab on grade)
May 2022
DSW
Patrick Walsh
A1.0
20
4-Plex
REVISION SCHEDULE
No. Description Date
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 International Residential Codes & International Energy Conservation
Codes & 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 IRC.
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 kitchens, bedrooms and laundry r
ooms 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 laundry areas shall have ground-fault circuit-i
nterrupter 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. The branch circuit supplying the receptacle in a garage shall not supply outlets outside of the garage.
19. Dishwasher outlets shall be GFCI protected. If the dishwasher will be hardwired then GFCI protection is still required and a is
connecting means in compliance with Table E4101.5 will need to be shown on the plans.
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.
For verification: Idaho has exempted GFCI protection
for dishwashers and 2017 NEC allows garage circuits
to contain outside receptacles.
Idaho recognizes the 2017
NEC. All electrical work
must comply with 2017
requirements.
For verification: Idaho has exempted the
use of AFCI protection in all locations
except bedrooms.
International Building code
2018
For verification; Idaho has
exempted the code requiring
laundry areas to be GFCI
4T
H
W
E
S
T
SE
T
B
A
C
K
10
'
-
0
"
SETBACK
20' - 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
"
22' - 6"
LO
T
S
P
L
I
T
40
'
-
0
"
4' - 0"9' - 0"9' - 6"
20
'
-
0
"
20
'
-
0
"
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
17' - 10 1/2"
SIDEWALK
5' - 0"
SIDEWALK
5' - 0"
5' - 0"
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 4:24:30 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
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
How many units are in the existing
building?
This setback can be 10' because
surrounding parcels are zoned
same (HDR1)
Please show sidewalk location
Cross slope of sidewalk and landings at
doors not to exceed 2%.
As per section 1106.5 For every six or
fraction of six accessible parking spaces, at
least one shall be a van accessible parking
space.
10' setback required along West
Property Line
Please show permeable and non-permeable areas
for determination of permissible lot coverage
requirement
Sidewalk connectivity must be provided from
internal sidewalks to sidewalk in right-of-way.
Driveway edges and dimensions
must be shown
As per City Ordinance an automatic sprinkler system installed in accordance with Section 903.3 shall be provided
throughout all buildings with a Group R fire area.
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
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
"
9'
-
3
"
11
'
-
6
"
9'
-
3
"
5'
-
6
"
6'
-
9
1
/
2
"
2'
-
9
"
2'
-
9
"
6'
-
9
1
/
2
"
5'
-
6
"
15
'
-
0
"
15
'
-
0
"
30
'
-
0
"
9'
-
3
"
11
'
-
6
"
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
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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 4:24:32 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
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
Please call out specific listed assembly for
wall and horizontal separations.
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:
6/20/2022 4:24:34 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)
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
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D
S
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DRAFTING
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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 4:24:35 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
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Designed for
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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 4:24:40 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
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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 4:24:44 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
MAIN LEVEL
477 SF
MAIN LEVEL
801.455.2080
devin@dswdrafting.com
D
S
W
DRAFTING
Let's create something together
Date
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Designed for
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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 4:24:45 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
RENTABLE SPACE
Name Area Level
MAIN LEVEL 477 SF MAIN LEVEL
GRAND TOTAL:477 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
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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 4:24:46 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
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Designed for
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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 4:24:47 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"
Bed BedLiving Living
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 4:24:47 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
SCALE:1/4" = 1'-0"A CROSS SECTION A
SCALE:1/4" = 1'-0"B CROSS SECTION B
Stamped truss plans needed with identifiable approval of
building design professional.
Stairs need to be built to IBC 2018 not
IRC.
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:
6/20/2022 4:24:49 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
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D
S
W
DRAFTING
Let's create something together
Date
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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 4:24:50 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
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 4:24:51 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:
ALL GARAGE OUTLETS TO
BE ON THEIR OWN CIRCUIT
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:
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
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 4:24:51 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
SCALE:1/4" = 1'-0"1 MAIN LEVEL ELECTRICAL
Please verify: 2017 NEC
210.11c4 exception allows
outside receptacles to be on
same circuit as garage.
Service size and
available fault current
calculation needed.
Please verify: Idaho
requires AFCI protection for
bedrooms only.
All electrical work to comply with 2017 NEC requirements.
Please verify: Idaho has
exempted laundry rooms,
utility rooms (unless
unfinished) GFCI protection.
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
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
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16X6 POSTTYP.RB2
2
X
1
0
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IN
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2
X
1
0
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IN
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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
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F
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M
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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
Occupancy type R3
Construction type VB ?
12"
MAX
LO
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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.
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R
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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:
6/20/2022 4:24:54 PM
S
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D
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(
y
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)
(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
06/27/2022
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
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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 4:24:54 PM
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(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
06/27/2022