HomeMy WebLinkAbout13_ADUElectrical_08-20-21c
Date:mobile #:phone #:Project No.Drawn by:Date:Scale:GENERAL CONTRACTOR:Revised by:
Drafting & Design, Inc.B19-0109-1-3McLay Project - SummerHome330 NO. ROUSEBOZEMAN, MONTANACHRIS MCLAY608-774-2678Tract 2D. Johnston 28 Jan 19
D. Johnston 04 Feb 19
These drawings are licensed for
ONE USE ONLY.
D. Johnston 16 Jan 19
D. Johnston 25 Jan 19
D. Johnston 08 Mar 19IMPACTDRAFTING & DESIGN, incwww.impactdrafting.com2021 Brentwood Professional Center1195 Stoneridge Dr., Suite 3DBozeman, MT. 59718406-522-5382All rights reserved. All designs, drawings, ideas, and
written material contained or described herein are
the sole property of IMPACT Drafting & Design Inc.
and as such may not be altered, duplicated, used or
disclosed without written consent from IMPACT
Drafting & Design Inc.scale is correct ifprinted on D-Size paperby IMPACT DraftingNote: IMPACT Drafting & Design Inc. is not responsible for engineering orconstruction. Individual contractors are responsible for meeting codes.IMPACT
D. Johnston 03 Apr 19
D. Johnston 16 Sep 20CONTACT/OWNERC 1 3/16" = 1'Cover Page
scale: 3/16" = 1'House Front Elevation
Revised by:Date:
Additional Revisions
D. Johnston 14 Jul 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
VICINITY MAP
Project Data
Main Floor ----
Second Floor ----
Total ----
Garage ----
Basement ----
Bonus ----
PREPARED FOR:CHRIS MCLAY
608-774-2678
CIVIL ENGINEER:MADISON ENGINEERING, LLC
895 TECHNOLOGY BLVD #203
BOZEMAN, MT 59718
406-586-0262
BUILDING IMPACT DRAFTING & DESIGN, INC.
DESIGNER: 1195 STONERIDGE DRIVE, SUITE 3D
BOZEMAN, MT 59718
406-552-5382
LANDSCAPE
DESIGNER:
STRUCTURAL
ENGINEER:
Seismic Design Category =D0
Design Wind Load =115 mph
(3 sec gust / exposure C)
Basic Ground Snow Load =46 PSF
Builder / Owner to is responsible for verifying
accuracy and appropriateness
Windows Sizes are listed in Inches
Door Sizes are listed in Feet and Inches
Window Abbreviations
AR =Arched AW =Awning
CS =Casement DH =Double Hung
FX =Fixed SH =Single Hung
SL =Slider (or Glider)
* Sizes are nominal and may vary by manufacturer.
General Notes / Building Codes / Abbreviations
This plan drawn in accordance with the:
- 2018 International Residential Code
- 2018 Uniform Plumbing Code
- 2018 International Mechanical Code
- 2018 International Fuel Gas Code
- 2018 NFPA 99C Gas and Vacuum Systems
- 2017 National Electrical Code
- 2018 International Energy Conservation Code
*General Contractor is expressly responsible for code adherence
SHEET INDEX
1.site plan
2.house elevations - all
3.foundation
4.house floor plans
5.house braced wall lines page
6.house roof sheet
7.sections
8.house basement floor electrical
9.house floor 1&2 electrical
10.garage elevations - all
11.garage floor plans
12.garage roof sheet
13.garage electrical
c
Date:mobile #:phone #:Project No.Drawn by:Date:Scale:GENERAL CONTRACTOR:Revised by:
Drafting & Design, Inc.B19-0109-1-3McLay Project - SummerHome330 NO. ROUSEBOZEMAN, MONTANACHRIS MCLAY608-774-2678Tract 2D. Johnston 28 Jan 19
D. Johnston 04 Feb 19
These drawings are licensed for
ONE USE ONLY.
D. Johnston 16 Jan 19
D. Johnston 25 Jan 19
D. Johnston 08 Mar 19IMPACTDRAFTING & DESIGN, incwww.impactdrafting.com2021 Brentwood Professional Center1195 Stoneridge Dr., Suite 3DBozeman, MT. 59718406-522-5382All rights reserved. All designs, drawings, ideas, and
written material contained or described herein are
the sole property of IMPACT Drafting & Design Inc.
and as such may not be altered, duplicated, used or
disclosed without written consent from IMPACT
Drafting & Design Inc.scale is correct ifprinted on D-Size paperby IMPACT DraftingNote: IMPACT Drafting & Design Inc. is not responsible for engineering orconstruction. Individual contractors are responsible for meeting codes.IMPACT
D. Johnston 03 Apr 19
D. Johnston 16 Sep 20CONTACT/OWNER2 131/4" = 1'Elevations
All Views
scale: 1/4" = 1'scale: 1/4" = 1'
scale: 1/4" = 1'scale: 1/4" = 1'
House Front Elevation House Right Elevation
House Left ElevationHouse Back Elevation
Elevations - General Notes
Flashing required at the following locations:
·exterior window and door openings
·intersection of chimneys or other
masonry with frame walls
·under and at the ends of masonry,
wood or metal copings and sills
·continuously above all projecting
wood trim
·where exterior porches, decks, or
stairs attach to wood framing
·at wall and roof intersections
·at built-in gutters
Revised by:Date:
Additional Revisions
D. Johnston 14 Jul 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
OFFICE
9' walls
STORE ROOM
9' walls
UP
DOWN TO
BASEMENT UP LANDING
z=-10'
REC. ROOM
9' walls
c
Date:mobile #:phone #:Project No.Drawn by:Date:Scale:GENERAL CONTRACTOR:Revised by:
Drafting & Design, Inc.B19-0109-1-3McLay Project - SummerHome330 NO. ROUSEBOZEMAN, MONTANACHRIS MCLAY608-774-2678Tract 2D. Johnston 28 Jan 19
D. Johnston 04 Feb 19
These drawings are licensed for
ONE USE ONLY.
D. Johnston 16 Jan 19
D. Johnston 25 Jan 19
D. Johnston 08 Mar 19IMPACTDRAFTING & DESIGN, incwww.impactdrafting.com2021 Brentwood Professional Center1195 Stoneridge Dr., Suite 3DBozeman, MT. 59718406-522-5382All rights reserved. All designs, drawings, ideas, and
written material contained or described herein are
the sole property of IMPACT Drafting & Design Inc.
and as such may not be altered, duplicated, used or
disclosed without written consent from IMPACT
Drafting & Design Inc.scale is correct ifprinted on D-Size paperby IMPACT DraftingNote: IMPACT Drafting & Design Inc. is not responsible for engineering orconstruction. Individual contractors are responsible for meeting codes.IMPACT
D. Johnston 03 Apr 19
D. Johnston 16 Sep 20CONTACT/OWNER 3 131/4" = 1'Foundation
first floor framing
scale: 1/4" = 1'
GENERAL NOTES:
- All below grade level concrete to be covered with approved
foundation coating.
- IMPACT recommends top of concrete to be 12"-18" above
top of curb, min.
- Foundation floor framing inspection approval required
(including subfloor shear walls) prior to installation of first floor
sheathing.
- All fasteners in treated lumber shall be stainless steel,
copper or silicon bronze or hot dipped galvanized (no electro
plated galv).
FLOOR FRAMING NOTES:
- double joists or beam under parallel bearing walls
- lateral restraint (blocking) at all intermediate support locations
(cripple walls)
- solid blocking at any cantilever and under braced wall lines
CLOTHES DRYER VENTING:
(IMC 504.6.7)
- max. length shall not exceed 35' from dryer location to outlet
terminal
- length reduced by 2'6" for each 45° bend
- length reduced by 5' for each 90° bend
exception: where make and model clothes dryer is known and of
manufacturer's installation instructions provided to code official,
manufacturer's specs may be used.
CONDITIONED or MECHANICALLY VENTILATED CRAWL SPACE
NOTES:
- Exposed Earth must have Class 1 Vapor Retarder with a 6"
seam overlap and be sealed/taped. Edges must extend a min. 6"
up Stem Wall and be sealed to the Stem Wall.
- IMPACT suggests crawl space filled with min. 4" of
compacted gravel, washed rock, or sim.
- IMPACT recommends a 3" PVC pipe be installed for
passive radon mitigation
FURNACE LOCATED IN THE CRAWL SPACE:
- equipment installed at grade level shall be supported on a
level concrete slab extending a minimum of 3" above adjoining
grade or it shall be suspended a minimum of 6" above adjoining
grade
- an approved fuel shutoff valve shall be installed in the
fuel supply piping serving each piece of fuel burning equipment at
an accessible location ahead of the union or appliance connection
within 36" of the equipment
- furnace to be located within 20 feet of the crawl space
opening - an approved independent means of disconnect for the
electrical supply to each piece of equipment, ssu box
- permanent switch controlled lighting shall be installed for
maintenance of equipment; required to be accessible or readily
accessible
- a 120-volt service receptacle shall be located within 25
feet of and on the same level as the equipment for maintenance
- exhaust vent for high efficiency furnace to be CPVC or
other high temperature material
GENERAL:
- if foundation wall is insulated, foundation is to have one
(1) 16x8 screened power vent only
ANCHOR BOLTS: to go 7" into concrete, set within the middle 1
3 of
the width of the plate, and located within 12" (but not less than 7
bolt diameters) from the ends of each plate, with a max. spacing
of 6' O.C. (4' O.C. for buildings over 2 stories); min. 2 bolts per
plate, w. 3"x3"x.229" sq. washer (per IRC R403.1.6, 602.11.1)
MOLD: is a serious concern. Crawl space needs to be kept dry
during construction. Using Temporary Vents, Fans and / or
Dehumidifiers is recommended.
= BRACED WALL PANEL
= Hold-down per R602.10.6.4&5
Interior Braced Wall Panels to be connected to solid framing
(blocking or double joists may be req.) w. (3) 16d nails 16" O.C.
MIN. 3" X 11-1/4" NET HEADER
STEEL HEADER PROHIBITED
12' MAX TOTAL WALL HEIGHT10' MAX HEIGHTPONYWALL
HEIGHT
EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)
EXTENT OF HEADER WITH SINGLE PORTAL FRAME
(ONE BRACED WALL PANEL)
2' - 18' FINISHED WIDTH OF OPENING
FOR SINGLE OR DOUBLE PORTAL
FASTEN SHEATHING TO HEADER WITH 8DCOMMON OR GALVANIZED BOX NAIL IN 3" GRID
PATTERN AS SHOWN
HEADER TO JACK-STUD STRAP PER TABLE
R602 10.6.4 ON BOTH SIDES OF OPENING
OPPOSITE SIDE OF SHEATHING
MIN DOUBLE 2X4 FRAMING COVERED WITH MIN.
3/8" THICK WOOD STRUCTURAL PANEL SHEATHING
WITH 8D COMMON OR GALVANIZED BOX NAILS AT
3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND
SILLS) TYP.
MIN. LENGTH OF PANEL PER TABLE R602.10.5
MIN. (2)4200 LB STRAP - TYPE HOLD - DOWNS(EMBEDDED INTO CONCRETE AND NAILED INTO
FRAMING)
MIN. REINFORCING OF FOUNDATION, ONE #4 BAR
TOP AND BOTTOM OF FOOTING LAP BARS 15"
MINIM
MIN. FOOTING SIZE UNDER OPENING IS 12" X 12" A TURNED-
DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS.
MIN. (1) 5/8" DIAMETER ANCHOR BOLT INSTALLED
PER R403.1.6 - WITH 2" x 2" x 3/16" PLATE WASHER
TENSION STRAP PER
TABLE R602 10.6.4 (ON
OPPOSITE SIDE OFSHEATHING)
IF NEEDED, PANEL
SPLICE EDGES SHALL
OCCUR OVER AND BE
NAILED TO COMMON
BLOCKING WITHIN
MIDDLE 24" OF WALL
MID. HEIGHT. ONE
ROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.
TYPICAL PORTALFRAME CONSTRUCTION
MIN. DOUBLE 2x4 POST
(KING AND JACK STUD)
NUMBER OF JACK STUDS
PER TABLES R502 5(1) &
(2)
MIN. 1000 LB HOLD-DOWN
DEVICE (EMBEDDED INTO
CONCRETE AND NAILED
INTO FRAMING)
FASTEN TOP
PLATE TO
HEADER WITH
TWO ROWS OF
160 SINKER
NAILS AT 3"
O.C. TYP.
MIN 3/8"
WOOD
STRUCTURALPANELSHEATHING
FRONT ELEVATION
SECTION
METHOD PFH - PORTAL FRAME WITH STRAP- STYLE HOLD-DOWNS
(c) 2018 iddi - trj
- all below-grade concrete must have waterproof coating
- all rebar to be tied in place prior to foundation
inspections - no wet set allowed
SPREAD FOOTING BEARING TABLE
SOIL CAPACITY FOOTING SIZE = BEARING CAPACITY
2500 psf
(x2.88)
12x12x8 7200#
16x16x8 12,800#
12x12x8 4320#
16x16x8 7860#
1500 psf
(x2.88)
30x30x8 27,000#
30x30x8 45,000#
36x36x8 64,800#
24x24x8 28,800#
24x24x8 17,280#
crawl space
house basement = 1160 SQ. FT.
Revised by:Date:
Additional Revisions
D. Johnston 14 Jul 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
SUMMER HOME
MASTER BEDROOM
9' walls
z=0'
LIVING ROOM
19' walls
z=0'
DINING
9' walls
z=0'
UPDOWN
12 BATH
9' walls
W.I.C.
9' walls
BATH
9' walls
PARKING SPACE x2
z=-5'
PORCH
UP TO
MAINFLOOR
KITCHEN
9' walls
z=0'
UP TO
MAINFLOOR
LANDING
z=0'
DOWN TO
BASEMENT
DOWN
BEDROOM #3
8' walls
BATH
8' walls
HALL
8' walls
READING ROOM
8' walls
BEDROOM #3
8' walls
2ND STORY ROOM
open to bellow
SUMMER HOME
DECK
House
First Floor = 1160 SQ. FT.
c
Date:mobile #:phone #:Project No.Drawn by:Date:Scale:GENERAL CONTRACTOR:Revised by:
Drafting & Design, Inc.B19-0109-1-3McLay Project - SummerHome330 NO. ROUSEBOZEMAN, MONTANACHRIS MCLAY608-774-2678Tract 2D. Johnston 28 Jan 19
D. Johnston 04 Feb 19
These drawings are licensed for
ONE USE ONLY.
D. Johnston 16 Jan 19
D. Johnston 25 Jan 19
D. Johnston 08 Mar 19IMPACTDRAFTING & DESIGN, incwww.impactdrafting.com2021 Brentwood Professional Center1195 Stoneridge Dr., Suite 3DBozeman, MT. 59718406-522-5382All rights reserved. All designs, drawings, ideas, and
written material contained or described herein are
the sole property of IMPACT Drafting & Design Inc.
and as such may not be altered, duplicated, used or
disclosed without written consent from IMPACT
Drafting & Design Inc.scale is correct ifprinted on D-Size paperby IMPACT DraftingNote: IMPACT Drafting & Design Inc. is not responsible for engineering orconstruction. Individual contractors are responsible for meeting codes.IMPACT
D. Johnston 03 Apr 19
D. Johnston 16 Sep 20CONTACT/OWNER4 131/4" = 1' Floor Plan
Main Floor
scale: 1/4" = 1'
* it is the express responsibility of the General Contractor and individual
subs to interpret these plans and create the home. These plans are only a
guideline. Call IMPACT Drafting & Design if there are any questions.
- girder trusses to be attached to the top plate w/ simpson hurricane
straps that are equal to or exceed uplift calc's per truss manufacturer's
engineered drawings - to be specified by others (see truss plans)
In general:
flashing at the following locations:
FRAMER'S NOTES:
- line exterior sheathing w/ outside of foundation wall
- exterior walls drawn as 6", w. sheathing lining up w. the foundation wall
- bearing walls drawn as 5 12"
- plumbing walls drawn as 5 12"
- curtain walls drawn as 3 12"
- solid bearing required for all girder trusses and beams
- studs to be spaced at 16" o.c, typical
·continuously above all projecting wood trim
·at wall and roof intersections
·where porches, decks or exterior stairs attach to wood framing
- Window and door sizes are nominal, refer to individual supplier cut sheets.
- Ducts in garage and penetrating walls and ceilings min. 26 gage. No
openings in garage.
- Do not deviate from electrical plan with out express permission from
designer or owner.
- Unless otherwise specified, electrician should assume that interior trim
width is 312" minimum.
- All below grade level concrete to be covered with approved foundation
coating.
- Cement, fiber-cement or glass mat gypsum backer required for wall tile
in showers and tub surrounds, and behind shower wall panels
- All toilets to have elongated bowls and pressure assist tanks unless
otherwise specified.
- 3" PVC pipe to be installed for passive radon mitigation
- Flame Spread for Finished Walls and Ceilings not to exceed 200
- The Smoke-developed Index for Walls and Ceilings not to exceed 450
- Any plumbing on an exterior wall to be protected by foam insulation
GENERAL BUILDING NOTES
= BRACED WALL PANEL= Hold-down per R602.10.6.4&5
Label indicates side of bracing. Double sides will have double labels
Interior Braced Wall Panels to be connected to solid framing (blocking or
double joists as required) w. (3) 16d nails 16" O.C.
- In combustible construction, fireblocking shall be provided to cut off all
concealed draft openings (both vertical and horizontal) and to form an
effective fire barrier between stories, and between a top story and the
roof space.
FIRE BLOCKING
- Fireblocking shall be provided in wood-frame construction in the
following locations:
1. In concealed spaces of stud walls and partitions, including furred
spaces and parallel rows of studs or staggered studs, as follows:
1.1 Vertically at the ceiling and floor levels.
1.2 Horizontally at intervals not exceeding 10 feet (3048mm)
2. At all interconnections between concealed vertical and horizontal
spaces such as occur at soffits, drop ceilings and cove ceilings.
3. In concealed spaces between stair stringers at the top and bottom of
the run. Enclosed spaces under stairs shall comply with code.
4. At openings around vents, pipes, ducts, cables and wires at ceiling and
floor level, with an approved material to resist the free passage of flame
and products of combustion. The material filling this annular space shall
not be required to meet the ASTM E136 requirements.
5. For the fireblocking of chimneys and fireplaces, per code.
6. Fireblocking of cornices of a two-family dwelling is required at the line
of dwelling unit separation.
Tempered Glass Requirements:
- in all doors
- interior and exterior enclosures for
hot tubs, whirlpools, saunas, steam
rooms, bathtubs & showers
- in railings
- w/i 24" of a door & 60" of the floor
- with a pane size > 9 sq. ft.
- w/i 18" of the floor
- exposed top edge > 36" above floor
- walking surfaces w/i 36" horizontally
WINDOW NOTES
* Contractor and window manufacturer are expressly responsible for
windows meeting all codes, including egress. Windows must be wrapped.
Egress Requirements:
- Basements & All Sleeping Rooms
- Min. opening width : 20 in.
- Min. opening height: 24 in.
- Min. net clear opening: 5.7 sq. ft.
(5.0 sq. ft. for ground floor).
- Max. sill height above floor: 44 in.
- May not require Keys, Tools, or
Special Knowledge to open
- Under a deck o.k. if a min. 36"
escape height provided
TYPICAL STAIR SECTION
do not scale
Mar 2021 - dwj
3 stringers to be engineered lumber
or 2x12 #2 Douglas Fir or better
STAIR NOTES:
STAIR RULES (IRC R311, R312)
TYPICAL STAIRS:
- MIN. FINISHED WIDTH = 36" - MAX HANDRAIL
PROJECTION = 412" each side
A = - MIN. FINISHED HEAD CLEARANCE IS 6'-8" (IMPACT
RECOMMENDS MIN. 6'-10")
B = - MIN. TREAD DEPTH = 9", W/ NOSING BETWEEN 34"
and 134" (IMPACT TYPICALLY RECOMMENDS 10" TREAD
WITH 1" NOSE)
C = - MIN. RISE = 4", MAX RISE = 814"
SPIRAL STAIRS
- MIN. WIDTH = 26"
- MIN. TREAD DEPTH @ 12" FROM NARROW END = 712"
- MAX RISE = 814"
- MIN. HEAD HEIGHT = 6'-6"
ALL STAIRS
- ENCLOSED ACCESSIBLE SPACE UNDER STAIRS TO HAVE
12" GYP. BOARD ON ALL SURFACES
HANDRAILS (REQUIRED FOR 3 OR MORE RISERS)
D = - MIN. 34", MAX. 38" ABOVE TREAD (IMPACT
RECOMMENDS 36")
- MIN. 112" BETWEEN HANDRAIL AND WALL
- GRIP SIZE PER IRC R311.5
- MAY HAVE NEWEL POST AT TURNS
- MAY HAVE VOLUTE, TURNOUT OR STARTING EASING AT
LOWEST TREAD
GUARD RAILS (REQUIRED FOR 30" ABOVE FLOOR) (OPEN
STAIRS W/ RISE 30" OR MORE)
- MIN. 36" IN HEIGHT FOR PORCHES, BALCONIES ETC.
- MIN. 34" FOR STAIRS VERTICALLY FROM NOSE OF TREAD
E = - INTERMEDIATE RAILS DO NOT ALLOW PASSAGE OF 4"
SPHERE
F = - TRIANGULAR AREA FORMED BY RISER & BOTTOM RAIL
DO NOT ALLOW PASSAGE OF 6" SPHERE
stair header to be engineered lumber or 2x12
w. stringers attached by hanger or approved
counter blocking and nailing pattern
block between stringers at bottom
and connect with 16d nails
House
Second Floor = 821 SQ. FT.
scale: 1/4" = 1'
Revised by:Date:
Additional Revisions
D. Johnston 14 Jul 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
House 2nd Braced Wall Lines
c
Date:mobile #:phone #:Project No.Drawn by:Date:Scale:GENERAL CONTRACTOR:Revised by:
Drafting & Design, Inc.B19-0109-1-3McLay Project - SummerHome330 NO. ROUSEBOZEMAN, MONTANACHRIS MCLAY608-774-2678Tract 2D. Johnston 28 Jan 19
D. Johnston 04 Feb 19
These drawings are licensed for
ONE USE ONLY.
D. Johnston 16 Jan 19
D. Johnston 25 Jan 19
D. Johnston 08 Mar 19IMPACTDRAFTING & DESIGN, incwww.impactdrafting.com2021 Brentwood Professional Center1195 Stoneridge Dr., Suite 3DBozeman, MT. 59718406-522-5382All rights reserved. All designs, drawings, ideas, and
written material contained or described herein are
the sole property of IMPACT Drafting & Design Inc.
and as such may not be altered, duplicated, used or
disclosed without written consent from IMPACT
Drafting & Design Inc.scale is correct ifprinted on D-Size paperby IMPACT DraftingNote: IMPACT Drafting & Design Inc. is not responsible for engineering orconstruction. Individual contractors are responsible for meeting codes.IMPACT
D. Johnston 03 Apr 19
D. Johnston 16 Sep 20CONTACT/OWNER5 133/16" = 1'Braced Wall Line
scale: 3/16" = 1'
PRODUCT TYP.
BASE PLATE
MANUFACTURER
SIMPSON USP
AB66 PB66
HANGER ITT THO
SIMPSON TO USP CONNECTOR CONVERSION
JB28 JL28
STRAP MSTA 24 MSTA24
MSTA 48 MSTA 49
LTP4 MP4F
HURRICANE TIES A35 MPA1
H1 RT15
H2.5 RT7
House 1st Braced Wall Lines
scale: 3/16" = 1'
TABLE R602.10.4 - BRACING METHODS
MATERIAL MIN.
THICKNESS
FASTENERS
WSP
Wood Structural
Panel (R604)
3/8″Ext. sheathing per Table
R602.3(3). Interior
sheathing per Table
R602.3(1) or R602.3(2)
6″ edges 12″
field
Varies by
fastener
BV-WSP
Wood Structural
Panels w. Stone
or Masonry
Veneer
(R602.10.6.5)
7/16″8d common
(2 1/2″ × 0.131)
nails
4″ at panel edges
12″at
intermediate
supports 4″at
braced wall panel
end posts
GB
Gypsum Board
*for intermittent
bracing my not mix
within BWL
1/2″Nails or screws per Table
R602.3(1) for exterior
locations. Nails or screws
per Table R702.3.5 for
interior locations
All braced wall
panel locations:
7″ edges (inc.
top and bottom
plates) 7″ field
ABW
Alternate
Braced Wall
3/8″See Section
R602.10.6.1
See
Section
R602.10.6.1
PFH
Portal Frame w.
Hold-downs
3/8″See Section
R602.10.6.2
See Section
R602.10.6.2
PFG
Portal Frame at
Garage
7/16″See Section
R602.10.6.3
See Section
R602.10.6.3
Braced Wall Lines (BWL) and Braced Wall Panels (BWP)
Bracing is required in accordance with R602.10. All exterior and interior
walls parallel to a Braced Wall Line shall be offset not more than 4 feet and
Braced Wall Panels shall be full-height sections with no vertical or
horizontal offsets (R602.10.2).
BWP shall begin within 10 feet from each end of a braced wall line.
Distance between Braced Wall Panels in a Braced Wall Line shall be no
greater than 20 feet. (R602.10.2.2).
Per R602.10.2.3 a BWL with a length of 16' or less shall have a minimum
of two braced wall panels of any length or one BWP equal to or greater
than 48”. BWL greater than 16' shall have a minimum of two BWP.
The end of a BWL shall be the intersection with a perpendicular BWL
(R602.10.1.1). For additional spacing information see Tables R602.10.3
CONTINUOUS SHEATHING METHOD (R602.10.4.2) require structural panel
sheathing to be used on ALL sheathable surfaces ON ONE SIDE of a Braced
Wall Line, including ares above and below openings and gable end walls
(R602.10.7). See Figure R602.10.7 for the five acceptable End Conditions.
There are 16 Bracing Methods in addition to Continuous Sheathing allowed
(R602.10.4); the most common ones are listed below.
SPACING
MIN. 3" X 11-1/4" NET HEADER
STEEL HEADER PROHIBITED
12' MAX TOTAL WALL HEIGHT10' MAX HEIGHTPONYWALL
HEIGHT
EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)
EXTENT OF HEADER WITH SINGLE PORTAL FRAME
(ONE BRACED WALL PANEL)
2' - 18' FINISHED WIDTH OF OPENING
FOR SINGLE OR DOUBLE PORTAL
FASTEN SHEATHING TO HEADER WITH 8D
COMMON OR GALVANIZED BOX NAIL IN 3" GRID
PATTERN AS SHOWN
HEADER TO JACK-STUD STRAP PER TABLE
R602 10.6.4 ON BOTH SIDES OF OPENINGOPPOSITE SIDE OF SHEATHING
MIN DOUBLE 2X4 FRAMING COVERED WITH MIN.
3/8" THICK WOOD STRUCTURAL PANEL SHEATHING
WITH 8D COMMON OR GALVANIZED BOX NAILS AT
3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND
SILLS) TYP.
MIN. LENGTH OF PANEL PER TABLE R602.10.5
MIN. (2)4200 LB STRAP - TYPE HOLD - DOWNS
(EMBEDDED INTO CONCRETE AND NAILED INTO
FRAMING)
MIN. REINFORCING OF FOUNDATION, ONE #4 BAR
TOP AND BOTTOM OF FOOTING LAP BARS 15"
MINIM
MIN. FOOTING SIZE UNDER OPENING IS 12" X 12" A TURNED-
DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS.
MIN. (1) 5/8" DIAMETER ANCHOR BOLT INSTALLED
PER R403.1.6 - WITH 2" x 2" x 3/16" PLATE WASHER
TENSION STRAP PER
TABLE R602 10.6.4 (ONOPPOSITE SIDE OF
SHEATHING)
IF NEEDED, PANEL
SPLICE EDGES SHALL
OCCUR OVER AND BE
NAILED TO COMMON
BLOCKING WITHIN
MIDDLE 24" OF WALL
MID. HEIGHT. ONEROW OF 3" O.C.NAILING IS REQUIREDIN EACH PANEL EDGE.
TYPICAL PORTALFRAME CONSTRUCTION
MIN. DOUBLE 2x4 POST
(KING AND JACK STUD)NUMBER OF JACK STUDS
PER TABLES R502 5(1) &
(2)
MIN. 1000 LB HOLD-DOWN
DEVICE (EMBEDDED INTO
CONCRETE AND NAILED
INTO FRAMING)
FASTEN TOP
PLATE TO
HEADER WITH
TWO ROWS OF
160 SINKER
NAILS AT 3"
O.C. TYP.
MIN 3/8"
WOODSTRUCTURALPANELSHEATHING
FRONT ELEVATION
SECTION
METHOD PFH - PORTAL FRAME WITH STRAP- STYLE HOLD-DOWNS
(c) 2018 iddi - trj
*Note: When exterior wall shear wall lines or Braced Wall Panels are
not in one plane vertically from the foundation to uppermost story,
the following conditions must be met:
1.Floor joists must be 16" o.c. or closer
2.Ratio of back span of a cantilever is no greater than 2:1
3.Floor joists at the ends of the Braced Wall Panels are doubled
4.A continuous rim joist is used
5.Gravity loads are uniform.
(IRC 301.2.2.2.5)
FIGURE R602.10.8.2(2)
BRACED WALL PANEL CONNECTION OPTION TO PERPENDICULAR RAFTERS OR
ROOF TRUSSES
MIN. 24 INCH WOOD
STRUCTURAL PANEL
SHEATHING OR 32 INCH
STRUCTURAL FIBERBOARD
CORNER RETURN
160 NAIL (3-1/2" x0.131")
AT 12 INCH O.C.
CONTINUOUS WOOD
STRUCTURAL PANEL
OR WALL LINE
SEE TABLE R602.3(1) FOR
FASTENING
OPTIONAL NONSTRUCTURAL
FILLER PANEL
GYPSUM WALLBOARD AND
INSTALLED IN ACCORDANCE
WITH CHAPTER 7
ORIENTATION OF STUDS MAY VARY
SEE FIGURE R602.3(2)
SEE TABLE R602.3(1) FOR
FASTENING
2 METHOD PFH (PORTAL FRAME WITH HOLDDOWNS)
FIGURE R602.10.6.2 - 2018 IRC
SEE TABLE R602.3(1) FOR
FASTENING
ORIENTATION OF STUDS MAY VARY
SEE FIGURE R602.3(2)
160 NAIL (3-1/2" x 0.131")
AT 12 INCH O.C.
GYPSUM WALLBOARD AND
INSTALLED IN ACCORDANCE
WITH CHAPTER 7
MIN. 24 INCH WOODSTRUCTURAL PANELSHEATHING OR 32 INCHSTRUCTURAL FIBERBOARD
CORNER RETURN
CONTINUOUS WOOD STRUCTURALPANEL OR STRUCTURAL FIBER
BOARD WALL LINE
4 TYP.(a) OUTSIDE CORNER DETAIL 5 TYP.(b) INSIDE CORNER DETAIL
160 NAIL (3 1/2" x0.131")
2 ROWS AT 24 INCH O.C.
GYPSUM WALLBOARD AS
REQUIRED AND INSTALLED IN
ACCORDANCE WITH CHAPTER 7
OPTIONAL BLOCKING FOR
GYPSUM WALL BOARD
SEE TABLE R602.3(1)
FOR FASTENING
MIN. 24 INCH WOOD
STRUCTURAL PANEL OR 32 INCH
STRUCTURAL FIBERBOARD
SHEATHING (BOTH EDGES AT
CORNER)
SEE TABLE R602.3(1) FOR
FASTENING
OPTIONAL NONSTRUCTURALFILLER PANEL
FASTENERS ON BOTH STUDS
AT EACH PANEL EDGE
CONTINUOUS WOOD STRUCTURAL
PANEL OR STRUCTURAL FIBER
BOARD WALL LINE
CONTINUOUS RIM
OR END JOIST
8d @ 6" O.C. ALONG
BRACED WALL PANEL
BRACED WALL PANEL
3-16d @16" O.C. ALONG
BRACED WALL PANEL
CONTINUOUS RIM OR
BAND JOIST
PERPENDICULAR FRAMING
PERPENDICULAR FRAMING
8d @ 6" O.C. ALONG
BRACED WALL PANEL
BRACED WALL PANEL
3-16d @16" O.C. ALONG
BRACED WALL PANEL
FULL HEIGHT BLOCKING CONTINUOUS
ALONG LENGTH OF BRACED WALL
PANEL
FULL HEIGHT BLOCKING CONTINUOUS
ALONG LENGTH OF BRACED WALL
PANEL
CONTINUOUS RIM
OR END JOIST
8d @ 6" O.C. ALONG
BRACED WALL PANEL
BRACED WALL PANEL
FIGURE R602.10.6(1)
BRACED WALL PANEL WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING
3-16d @16" O.C. ALONG
BRACED WALL PANEL
CONTINUOUS RIM OR
BAND JOIST
8d @ 6" O.C. ALONG
BRACED WALL PANEL
ADDITIONAL FRAMING MEMBER
DIRECTLY ABOVE BRACED WALL
PANEL
BRACED WALL PANEL
3-16d @16" O.C. ALONG
BRACED WALL PANEL
ADDITIONAL FRAMING MEMBER
DIRECTLY BELOW BRACED WALLPANEL
FULL HEIGHT BLOCKING @ 16" O.C.
ALONG BRACED WALL PANEL
FULL HEIGHT BLOCKING @ 16" O.C.
ALONG BRACED WALL PANEL
3-16d @16" O.C. AT EACH
BLOCKING MEMBER
BRACED WALL PANEL
TOE NAIL 3-8d NAILS
AT EACH BLOCKING
MEMBER
3-16d NAILS EACH SIDE
FIGURE R602.10.6(2)
BRACED WALL PANEL WHEN PARALLEL TO FLOOR/CEILING FRAMING
= BRACED WALL PANEL= Hold-down per R602.10.6.4&5
Label indicates side of bracing. Double sides will have double labels
Interior Braced Wall Panels to be connected to solid framing (blocking or
double joists as required) w. (3) 16d nails 16" O.C.
Revised by:Date:
Additional Revisions
D. Johnston 14 Jul 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
HOUSE ROOF SHEET
c
Date:mobile #:phone #:Project No.Drawn by:Date:Scale:GENERAL CONTRACTOR:Revised by:
Drafting & Design, Inc.B19-0109-1-3McLay Project - SummerHome330 NO. ROUSEBOZEMAN, MONTANACHRIS MCLAY608-774-2678Tract 2D. Johnston 28 Jan 19
D. Johnston 04 Feb 19
These drawings are licensed for
ONE USE ONLY.
D. Johnston 16 Jan 19
D. Johnston 25 Jan 19
D. Johnston 08 Mar 19IMPACTDRAFTING & DESIGN, incwww.impactdrafting.com2021 Brentwood Professional Center1195 Stoneridge Dr., Suite 3DBozeman, MT. 59718406-522-5382All rights reserved. All designs, drawings, ideas, and
written material contained or described herein are
the sole property of IMPACT Drafting & Design Inc.
and as such may not be altered, duplicated, used or
disclosed without written consent from IMPACT
Drafting & Design Inc.scale is correct ifprinted on D-Size paperby IMPACT DraftingNote: IMPACT Drafting & Design Inc. is not responsible for engineering orconstruction. Individual contractors are responsible for meeting codes.IMPACT
D. Johnston 03 Apr 19
D. Johnston 16 Sep 20CONTACT/OWNER6 131/4" = 1'Roof
Sheet
scale: 1/4" = 1'
Example of raked gable-end wall
(with scissors gable end frame)
FIGURE B3-42A
bottom
chord
plane
Raked Gable End Frame
Example of balloon-framed
Gable-End wall.
*fire-blocking not shown for clarity
FIGURE B3-41
Balloon-Framed Gable End Wall
(c)IDDI 2015 - dwj
The Building Designer may decide to design a
balloon-framed end wall, which eliminates the need for a
Gable End Frame (see figure B3-41). If a Gable End
Frame is used, it must match the profile of the adjacent
trusses so that proper bottom chord plane bracing can
be installed (see figure B3-42A) unless special bracing is
designed to support the end wall.
* CONTRACTOR NOTE:
ICE BARRIER IS REQUIRED (R905.2.7.1)
Shall extend from lowest edges of all
roof surfaces to a point at least 24"
inside the exterior wall line of the
building.
Requirement may be met with:
- Titanium Peel and Stick
- Weatherwatch
- Tarco Ice and Weather Armour
- CCW Water and Ice Protection
(c)IDDI 2018 - dwj
Gable End Truss
Connection Detail
* Notes:
1) 2-ply trusses to be connected together with
10d (0.131"x3") nails as follows:
Top chords: 2x4 -1 row at 4" o.c.
Bottom chords: 2x10 - 2 rows staggered at 5"
o.c.
Webs: 2x4 - 1 row at 0-9-0 o.c.
10) One LUGT2 USP connector recommended
to connect truss to bearing walls due to UPLIFT
at jt(s) 1 and 11. This connection is for uplift
only and does not consider lateral forces.
NOTE:
1.MINIMUM GRADE OF #2 MATERIAL IN THE TOP
AND BOTTOM CHORDS.
2.CONNECTION BETWEEN BOTTOM CHORD OF
GABLE END TRUSS AND WALL TO BE PROVIDED
BY PROJECT ENGINEER OR ARCHITECT.
3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS
ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER
FOR TEMPORARY AND PERMANENT.
4."L" BRACES SPECIFIED ARE TO BE FULL LENGTH.
GRADES 1x4 SRB OR 2x4 STUD OR BETTER WITH
ONE ROW OF 10d NAILS SPACED 6" O.C.
5.DIAGONAL BRACE TO BE APPROXIMATELY 45
DEGREES TO ROOF DIAPHRAGM AT 4'-0" O.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING
A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH
16d NAILS SPACED 6" O.C. HORIZONTAL BRACE
TO BE LOCATED AT THE MIDSPAN OF THE
LONGEST SUD. ATTACH TO VERTICAL STUDS
WITH (4)10 NAILS THROH 2x4. (REFR TO
SECTION A-A)
7.GABLE STUD DEFLECTION MEETS OR EXCEEDS
L/240.
8.THIS DETAIL DOES NOT APPLY TO STRUCTURAL
GABLES.
9.DO NOT USE FLAT BOTTOM CHORD GABLES NEXT
TO SCISSOR TYPE TRUSSES.
10.SOUTHERN PINE LUMBER DESIGN VALUES ARE
THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC.
(2)-10d NAILS
ROOF SHEATHING
(4)-8d NAILS MINIMUM, PLYWOOD
SHEATHING TO 2x4 STD SPF BLOCK
PROVIDE 2x4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS
NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2)-10d NAILS AT
EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d
COMMON WIRE NAILS.
DIAGINAL BRACE
AT 1/3 POINTS IF
NEEDED
2x6 DIAGONAL BRACE SPACED 48"
O.C. ATTACHED TO VERTICAL WITH
(4)-16d COMMON WIRE NAILS AND
ATTACHED TO CLOCKING WITH
(5)-10D COMMONS
END WALLHORIZONTAL BRACE
(SEE SECTION A-A)
TRUSSES @ 24" O.C.
12
VARIES TO COMMON TRUSS
- DIAGONAL BRACING REFER
TO SECTION A-A
- L-BRACING REFER TO
SECTION B-B
A
A
B B
24" MAX
DIAGONAL BRACE
4'-0" O.C. MAX
VERTICAL STUD
(4)-16d COMMON WIRE
NAILS
(2)-10d COMMON WIRE
NAILS INTO 2X6
DIAGONAL BRACE
SECTION A-A
TRUSS GEOMETRY AND
CONDITIONS SHOWN
ARE FOR ILLUSTRATION
ONLY
TYPICAL _x4 L-BRACE
NAILED TO 2x_
VERTICALS WITH 10d
NAILS, 6" O.C.
16d COMMON WIRE
NAILS SPACED 6" O.C.
2x6 STUD OR 2x4
No.2 OR BETTER
TYPICAL HORIZONTAL
BRACE NAILED TO 2x_
VERTICALS WITH
(4)-10d COMMON NAILS2x4 STUD
SECTION B-B
MAX MEAN ROOF HEIGHT = 30 FEET
CATEGORY II BUILDING
EXPOSURE B OR C
ASCE 7-98, ASCE 7-02, ASCE 7-05 90
MOH
ASCE 7-10 115 MPH
DURATION OF LOAD INCREASE : 1.60
STUD DESIGN IS BASED ON COMPONENTS
AND CLADDING CONNECTION OF BRACING
IS BASED ON MWFRS.
2x4 SP No. 3/STUD
MINIMUM
STUD SIZE
SPECIES
AND GRADE
STUD
SPACING
* DIAGONAL BRACES OVER 6'-3" REQUIRES A 2x4 T-BRACE ATTACHED TO ONE EDGE.
DIAGONAL BRACES OVER 12'-6" REQUIRE 2X4 I-BRACE ATTACHED TO BOTH EDGES.
FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d COMMON
WIRE NAILS 8in O.C., WITH 3 INCH MINIMUM END DISTANCE. BRACE MUST COVER 90%
OF DIAGONAL LENGTH.
2x4 SP No. 3/STUD
2x4 SP No. 3/STUD
12" O.C.5-1-15 6-5-2 9-0-15 10-3-13 15-5-12
WITHOUT
BRACE
MAXIMUM STUD LENGTH
1x4
L-BRACE
2x4
L-BRACE
DIAGONAL
BRACE
2 DIAGONAL
BRACE AT
1/3 POINTS
16" O.C.4-8-4 5-6-13 7-10-7 9-4-8 14-0-12
24" O.C.4-1-2 4-6-8 6-5-2 8-2-5 12-3-7
(c)IDDI 2015 - dwj
Attic Venting Calculation
Attic = approx. xxxx sq.ft.
(floor of attic x height / 2)
- calc. = 1300 (either with 80% ridge venting
or vapor barrier installed on the
warm-in-winter side of ceiling)
- xx sq.ft. of venting required
- ridge venting = xx sq.ft.
(length of ridge x 1 sq.ft.)
- 18x24 gable end vents or equivalent may
be added if desired
Revised by:Date:
Additional Revisions
D. Johnston 14 Jul 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
c
Date:mobile #:phone #:Project No.Drawn by:Date:Scale:GENERAL CONTRACTOR:Revised by:
Drafting & Design, Inc.B19-0109-1-3McLay Project - SummerHome330 NO. ROUSEBOZEMAN, MONTANACHRIS MCLAY608-774-2678Tract 2D. Johnston 28 Jan 19
D. Johnston 04 Feb 19
These drawings are licensed for
ONE USE ONLY.
D. Johnston 16 Jan 19
D. Johnston 25 Jan 19
D. Johnston 08 Mar 19IMPACTDRAFTING & DESIGN, incwww.impactdrafting.com2021 Brentwood Professional Center1195 Stoneridge Dr., Suite 3DBozeman, MT. 59718406-522-5382All rights reserved. All designs, drawings, ideas, and
written material contained or described herein are
the sole property of IMPACT Drafting & Design Inc.
and as such may not be altered, duplicated, used or
disclosed without written consent from IMPACT
Drafting & Design Inc.scale is correct ifprinted on D-Size paperby IMPACT DraftingNote: IMPACT Drafting & Design Inc. is not responsible for engineering orconstruction. Individual contractors are responsible for meeting codes.IMPACT
D. Johnston 03 Apr 19
D. Johnston 16 Sep 20CONTACT/OWNER8 131/4" = 1'Basement
Electrical
scale: 1/4" = 1'
Basement Electrical
= arc fault circuit interrupted outlet
= smoke detector
= wall mounted doorbell
= garage door opener
= ceiling mounted fan fixture w/ light
= duplex outlet, 110 v.
ELECTRICAL LEGEND
= 220 outlet
= switch
= ground fault interrupting outlet (GFCI)
= ceiling mounted light fixture
= 3-way switch
= 4-way switch
= dimmer switch
= wall mounted light fixture
= waterproof outlet (GFCI)
= switched duplex outlet, 110 v.
= in floor duplex outlet, 110 v.
= phone / satellite jack (RJ11)
= thermostat
= flush, wall mounted, stair wash
= ceiling mounted fan fixture
= computer data port (RJ45)
= exhaust fan w/ light
= troffer light fixture (led/fluorescent/etc.)
= stereo / sound system jack
= television cable jack
= doorbell button
= garage door button or keypad
= track lighting
= over / under cabinet lighting
= carbon monoxide & smoke detector
= recessed, ceiling mounted light fixture
(led recommended)
General Electrical Notes
- Smoke detectors to be interconnected
and have battery backup
- All Smoke Detectors outside Sleeping
Rooms and at the top and bottom of
stairs must also be a combination carbon
monoxide detector
- Smoke detectors may not:
- be within 36" of a bathroom with a
shower or tub
- be within 36" of a supply register
- be within 36" of the blade tips of a
ceiling fan
- Ionization Smoke detectors may not be
within 20' measured horizontally from
permanently installed cooking appliances
- Ionization Smoke detectors with alarm
silencing may not be within 10' measured
horizontally from permanently installed
cooking appliances
- Photoelectric Smoke detectors may not
be within 6' measured horizontally from
permanently installed cooking appliances
- Electrical outlets in kitchen, garage and
laundry to be 48" above floor level
- All interior outlets to be AFCI & tamper
resistant
- All interior recessed lights to be on
dimmer switches
- All Exterior Lights to be dark-sky
compliant
- Electrical plans may need to be
deviated from by electrician to meet
building specific needs either by design
or code, however those deviations must
be discussed with IMPACT Drafting,
Builder, or Client prior to being made.
No deviations may violate electrical
codes.
- Where the air infiltration rate of a
dwelling unit is less than 5 air changes
per hour when tested with a blower door
at a pressure of 0.2 inch w.c. (50Pa), the
dwelling unit shall be provide with
whole-house ventilation
- Bathroom circuiting shall either be: a)
a 20 amp dedicated circuit for each
bathroom or b) at least one 20 AMP
circuit supplying only bathroom outlets
Revised by:Date:
Additional Revisions
D. Johnston 14 Jul 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
c
Date:mobile #:phone #:Project No.Drawn by:Date:Scale:GENERAL CONTRACTOR:Revised by:
Drafting & Design, Inc.B19-0109-1-3McLay Project - SummerHome330 NO. ROUSEBOZEMAN, MONTANACHRIS MCLAY608-774-2678Tract 2D. Johnston 28 Jan 19
D. Johnston 04 Feb 19
These drawings are licensed for
ONE USE ONLY.
D. Johnston 16 Jan 19
D. Johnston 25 Jan 19
D. Johnston 08 Mar 19IMPACTDRAFTING & DESIGN, incwww.impactdrafting.com2021 Brentwood Professional Center1195 Stoneridge Dr., Suite 3DBozeman, MT. 59718406-522-5382All rights reserved. All designs, drawings, ideas, and
written material contained or described herein are
the sole property of IMPACT Drafting & Design Inc.
and as such may not be altered, duplicated, used or
disclosed without written consent from IMPACT
Drafting & Design Inc.scale is correct ifprinted on D-Size paperby IMPACT DraftingNote: IMPACT Drafting & Design Inc. is not responsible for engineering orconstruction. Individual contractors are responsible for meeting codes.IMPACT
D. Johnston 03 Apr 19
D. Johnston 16 Sep 20CONTACT/OWNER9 131/4" = 1'Electrical
Main Floor
House 1st Floor Electrical
scale: 1/4" = 1'-0"
= arc fault circuit interrupted outlet
= smoke detector
= wall mounted doorbell
= garage door opener
= ceiling mounted fan fixture w/ light
= duplex outlet, 110 v.
ELECTRICAL LEGEND
= 220 outlet
= switch
= ground fault interrupting outlet (GFCI)
= ceiling mounted light fixture
= 3-way switch
= 4-way switch
= dimmer switch
= wall mounted light fixture
= waterproof outlet (GFCI)
= switched duplex outlet, 110 v.
= in floor duplex outlet, 110 v.
= phone / satellite jack (RJ11)
= thermostat
= flush, wall mounted, stair wash
= ceiling mounted fan fixture
= computer data port (RJ45)
= exhaust fan w/ light
= troffer light fixture (led/fluorescent/etc.)
= stereo / sound system jack
= television cable jack
= doorbell button
= garage door button or keypad
= track lighting
= over / under cabinet lighting
= carbon monoxide & smoke detector
= recessed, ceiling mounted light fixture
(led recommended)
General Electrical Notes
- Smoke detectors to be interconnected
and have battery backup
- All Smoke Detectors outside Sleeping
Rooms and at the top and bottom of
stairs must also be a combination carbon
monoxide detector
- Smoke detectors may not:
- be within 36" of a bathroom with a
shower or tub
- be within 36" of a supply register
- be within 36" of the blade tips of a
ceiling fan
- Ionization Smoke detectors may not be
within 20' measured horizontally from
permanently installed cooking appliances
- Ionization Smoke detectors with alarm
silencing may not be within 10' measured
horizontally from permanently installed
cooking appliances
- Photoelectric Smoke detectors may not
be within 6' measured horizontally from
permanently installed cooking appliances
- Electrical outlets in kitchen, garage and
laundry to be 48" above floor level
- All interior outlets to be AFCI & tamper
resistant
- All interior recessed lights to be on
dimmer switches
- All Exterior Lights to be dark-sky
compliant
- Electrical plans may need to be
deviated from by electrician to meet
building specific needs either by design
or code, however those deviations must
be discussed with IMPACT Drafting,
Builder, or Client prior to being made.
No deviations may violate electrical
codes.
- Where the air infiltration rate of a
dwelling unit is less than 5 air changes
per hour when tested with a blower door
at a pressure of 0.2 inch w.c. (50Pa), the
dwelling unit shall be provide with
whole-house ventilation
- Bathroom circuiting shall either be: a)
a 20 amp dedicated circuit for each
bathroom or b) at least one 20 AMP
circuit supplying only bathroom outlets House 2nd Floor Electrical
scale: 1/4" = 1'-0"
Revised by:Date:
Additional Revisions
D. Johnston 14 Jul 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
c
Date:mobile #:phone #:Project No.Drawn by:Date:Scale:GENERAL CONTRACTOR:Revised by:
Drafting & Design, Inc.B19-0109-1-3McLay Project - SummerHome330 NO. ROUSEBOZEMAN, MONTANACHRIS MCLAY608-774-2678Tract 2D. Johnston 28 Jan 19
D. Johnston 04 Feb 19
These drawings are licensed for
ONE USE ONLY.
D. Johnston 16 Jan 19
D. Johnston 25 Jan 19
D. Johnston 08 Mar 19IMPACTDRAFTING & DESIGN, incwww.impactdrafting.com2021 Brentwood Professional Center1195 Stoneridge Dr., Suite 3DBozeman, MT. 59718406-522-5382All rights reserved. All designs, drawings, ideas, and
written material contained or described herein are
the sole property of IMPACT Drafting & Design Inc.
and as such may not be altered, duplicated, used or
disclosed without written consent from IMPACT
Drafting & Design Inc.scale is correct ifprinted on D-Size paperby IMPACT DraftingNote: IMPACT Drafting & Design Inc. is not responsible for engineering orconstruction. Individual contractors are responsible for meeting codes.IMPACT
D. Johnston 03 Apr 19
D. Johnston 16 Sep 20CONTACT/OWNER10 131/4" = 1'Elevations
All Views
scale: 1/4" = 1'scale: 1/4" = 1'
scale: 1/4" = 1'scale: 1/4" = 1'
ADU Front Elevation ADU Right Elevation
ADU Left ElevationADU Back Elevation
Elevations - General Notes
Flashing required at the following locations:
·exterior window and door openings
·intersection of chimneys or other
masonry with frame walls
·under and at the ends of masonry,
wood or metal copings and sills
·continuously above all projecting
wood trim
·where exterior porches, decks, or
stairs attach to wood framing
·at wall and roof intersections
·at built-in gutters
Revised by:Date:
Additional Revisions
D. Johnston 14 Jul 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
DETACHED GARAGE
GARAGE
nominal 10' walls
z=-5'
GARAGE
nominal 10' walls
z=-5'
UP TO
ADU
PATH TO ADU
STAIRS
BEDROOM
9' wallsBATH
9' walls
DECK
z=6'
KITCHEN
9' walls
LIVING
9' walls
DINING
ROOM
9' walls
* it is the express responsibility of the General Contractor and individual
subs to interpret these plans and create the home. These plans are only a
guideline. Call IMPACT Drafting & Design if there are any questions.
- girder trusses to be attached to the top plate w/ simpson hurricane
straps that are equal to or exceed uplift calc's per truss manufacturer's
engineered drawings - to be specified by others (see truss plans)
In general:
flashing at the following locations:
FRAMER'S NOTES:
- line exterior sheathing w/ outside of foundation wall
- exterior walls drawn as 6", w. sheathing lining up w. the foundation wall
- bearing walls drawn as 5 12"
- plumbing walls drawn as 5 12"
- curtain walls drawn as 3 12"
- solid bearing required for all girder trusses and beams
- studs to be spaced at 16" o.c, typical
·continuously above all projecting wood trim
·at wall and roof intersections
·where porches, decks or exterior stairs attach to wood framing
- Window and door sizes are nominal, refer to individual supplier cut sheets.
- Ducts in garage and penetrating walls and ceilings min. 26 gage. No
openings in garage.
- Do not deviate from electrical plan with out express permission from
designer or owner.
- Unless otherwise specified, electrician should assume that interior trim
width is 312" minimum.
- All below grade level concrete to be covered with approved foundation
coating.
- Cement, fiber-cement or glass mat gypsum backer required for wall tile
in showers and tub surrounds, and behind shower wall panels
- All toilets to have elongated bowls and pressure assist tanks unless
otherwise specified.
- 3" PVC pipe to be installed for passive radon mitigation
- Flame Spread for Finished Walls and Ceilings not to exceed 200
- The Smoke-developed Index for Walls and Ceilings not to exceed 450
- Any plumbing on an exterior wall to be protected by foam insulation
GENERAL BUILDING NOTES
= BRACED WALL PANEL= Hold-down per R602.10.6.4&5
Label indicates side of bracing. Double sides will have double labels
Interior Braced Wall Panels to be connected to solid framing (blocking or
double joists as required) w. (3) 16d nails 16" O.C.
- In combustible construction, fireblocking shall be provided to cut off all
concealed draft openings (both vertical and horizontal) and to form an
effective fire barrier between stories, and between a top story and the
roof space.
FIRE BLOCKING
- Fireblocking shall be provided in wood-frame construction in the
following locations:
1. In concealed spaces of stud walls and partitions, including furred
spaces and parallel rows of studs or staggered studs, as follows:
1.1 Vertically at the ceiling and floor levels.
1.2 Horizontally at intervals not exceeding 10 feet (3048mm)
2. At all interconnections between concealed vertical and horizontal
spaces such as occur at soffits, drop ceilings and cove ceilings.
3. In concealed spaces between stair stringers at the top and bottom of
the run. Enclosed spaces under stairs shall comply with code.
4. At openings around vents, pipes, ducts, cables and wires at ceiling and
floor level, with an approved material to resist the free passage of flame
and products of combustion. The material filling this annular space shall
not be required to meet the ASTM E136 requirements.
5. For the fireblocking of chimneys and fireplaces, per code.
6. Fireblocking of cornices of a two-family dwelling is required at the line
of dwelling unit separation.
Tempered Glass Requirements:
- in all doors
- interior and exterior enclosures for
hot tubs, whirlpools, saunas, steam
rooms, bathtubs & showers
- in railings
- w/i 24" of a door & 60" of the floor
- with a pane size > 9 sq. ft.
- w/i 18" of the floor
- exposed top edge > 36" above floor
- walking surfaces w/i 36" horizontally
WINDOW NOTES
* Contractor and window manufacturer are expressly responsible for
windows meeting all codes, including egress. Windows must be wrapped.
Egress Requirements:
- Basements & All Sleeping Rooms
- Min. opening width : 20 in.
- Min. opening height: 24 in.
- Min. net clear opening: 5.7 sq. ft.
(5.0 sq. ft. for ground floor).
- Max. sill height above floor: 44 in.
- May not require Keys, Tools, or
Special Knowledge to open
- Under a deck o.k. if a min. 36"
escape height provided
ADU First Floor = 598 SQ. FT.
c
Date:mobile #:phone #:Project No.Drawn by:Date:Scale:GENERAL CONTRACTOR:Revised by:
Drafting & Design, Inc.B19-0109-1-3McLay Project - SummerHome330 NO. ROUSEBOZEMAN, MONTANACHRIS MCLAY608-774-2678Tract 2D. Johnston 28 Jan 19
D. Johnston 04 Feb 19
These drawings are licensed for
ONE USE ONLY.
D. Johnston 16 Jan 19
D. Johnston 25 Jan 19
D. Johnston 08 Mar 19IMPACTDRAFTING & DESIGN, incwww.impactdrafting.com2021 Brentwood Professional Center1195 Stoneridge Dr., Suite 3DBozeman, MT. 59718406-522-5382All rights reserved. All designs, drawings, ideas, and
written material contained or described herein are
the sole property of IMPACT Drafting & Design Inc.
and as such may not be altered, duplicated, used or
disclosed without written consent from IMPACT
Drafting & Design Inc.scale is correct ifprinted on D-Size paperby IMPACT DraftingNote: IMPACT Drafting & Design Inc. is not responsible for engineering orconstruction. Individual contractors are responsible for meeting codes.IMPACT
D. Johnston 03 Apr 19
D. Johnston 16 Sep 20CONTACT/OWNER11 131/4" = 1' Floor Plan
Main Floor
scale: 1/4" = 1'
TYPICAL STAIR SECTION
do not scale
Mar 2021 - dwj
3 stringers to be engineered lumber
or 2x12 #2 Douglas Fir or better
STAIR NOTES:
STAIR RULES (IRC R311, R312)
TYPICAL STAIRS:
- MIN. FINISHED WIDTH = 36" - MAX HANDRAIL
PROJECTION = 412" each side
A = - MIN. FINISHED HEAD CLEARANCE IS 6'-8" (IMPACT
RECOMMENDS MIN. 6'-10")
B = - MIN. TREAD DEPTH = 9", W/ NOSING BETWEEN 34"
and 134" (IMPACT TYPICALLY RECOMMENDS 10" TREAD
WITH 1" NOSE)
C = - MIN. RISE = 4", MAX RISE = 814"
SPIRAL STAIRS
- MIN. WIDTH = 26"
- MIN. TREAD DEPTH @ 12" FROM NARROW END = 712"
- MAX RISE = 814"
- MIN. HEAD HEIGHT = 6'-6"
ALL STAIRS
- ENCLOSED ACCESSIBLE SPACE UNDER STAIRS TO HAVE
12" GYP. BOARD ON ALL SURFACES
HANDRAILS (REQUIRED FOR 3 OR MORE RISERS)
D = - MIN. 34", MAX. 38" ABOVE TREAD (IMPACT
RECOMMENDS 36")
- MIN. 112" BETWEEN HANDRAIL AND WALL
- GRIP SIZE PER IRC R311.5
- MAY HAVE NEWEL POST AT TURNS
- MAY HAVE VOLUTE, TURNOUT OR STARTING EASING AT
LOWEST TREAD
GUARD RAILS (REQUIRED FOR 30" ABOVE FLOOR) (OPEN
STAIRS W/ RISE 30" OR MORE)
- MIN. 36" IN HEIGHT FOR PORCHES, BALCONIES ETC.
- MIN. 34" FOR STAIRS VERTICALLY FROM NOSE OF TREAD
E = - INTERMEDIATE RAILS DO NOT ALLOW PASSAGE OF 4"
SPHERE
F = - TRIANGULAR AREA FORMED BY RISER & BOTTOM RAIL
DO NOT ALLOW PASSAGE OF 6" SPHERE
stair header to be engineered lumber or 2x12
w. stringers attached by hanger or approved
counter blocking and nailing pattern
block between stringers at bottom
and connect with 16d nails
ADU Second Floor = 598 SQ. FT.
scale: 1/4" = 1'
ADU Foundation
scale: 1/4" = 1'
ADU Second Floor System
scale: 1/4" = 1'
Revised by:Date:
Additional Revisions
D. Johnston 14 Jul 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
Example of raked gable-end wall
(with scissors gable end frame)
FIGURE B3-42A
bottom
chord
plane
Raked Gable End Frame
Example of balloon-framed
Gable-End wall.
*fire-blocking not shown for clarity
FIGURE B3-41
Balloon-Framed Gable End Wall
(c)IDDI 2015 - dwj
The Building Designer may decide to design a
balloon-framed end wall, which eliminates the need for a
Gable End Frame (see figure B3-41). If a Gable End
Frame is used, it must match the profile of the adjacent
trusses so that proper bottom chord plane bracing can
be installed (see figure B3-42A) unless special bracing is
designed to support the end wall.
* CONTRACTOR NOTE:
ICE BARRIER IS REQUIRED (R905.2.7.1)
Shall extend from lowest edges of all
roof surfaces to a point at least 24"
inside the exterior wall line of the
building.
Requirement may be met with:
- Titanium Peel and Stick
- Weatherwatch
- Tarco Ice and Weather Armour
- CCW Water and Ice Protection
(c)IDDI 2018 - dwj
Gable End Truss
Connection Detail
* Notes:
1) 2-ply trusses to be connected together with
10d (0.131"x3") nails as follows:
Top chords: 2x4 -1 row at 4" o.c.
Bottom chords: 2x10 - 2 rows staggered at 5"
o.c.
Webs: 2x4 - 1 row at 0-9-0 o.c.
10) One LUGT2 USP connector recommended
to connect truss to bearing walls due to UPLIFT
at jt(s) 1 and 11. This connection is for uplift
only and does not consider lateral forces.
NOTE:
1.MINIMUM GRADE OF #2 MATERIAL IN THE TOP
AND BOTTOM CHORDS.
2.CONNECTION BETWEEN BOTTOM CHORD OF
GABLE END TRUSS AND WALL TO BE PROVIDED
BY PROJECT ENGINEER OR ARCHITECT.
3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS
ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER
FOR TEMPORARY AND PERMANENT.
4."L" BRACES SPECIFIED ARE TO BE FULL LENGTH.
GRADES 1x4 SRB OR 2x4 STUD OR BETTER WITH
ONE ROW OF 10d NAILS SPACED 6" O.C.
5.DIAGONAL BRACE TO BE APPROXIMATELY 45
DEGREES TO ROOF DIAPHRAGM AT 4'-0" O.C.
6. CONSTRUCT HORIZONTAL BRACE CONNECTING
A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH
16d NAILS SPACED 6" O.C. HORIZONTAL BRACE
TO BE LOCATED AT THE MIDSPAN OF THE
LONGEST SUD. ATTACH TO VERTICAL STUDS
WITH (4)10 NAILS THROH 2x4. (REFR TO
SECTION A-A)
7.GABLE STUD DEFLECTION MEETS OR EXCEEDS
L/240.
8.THIS DETAIL DOES NOT APPLY TO STRUCTURAL
GABLES.
9.DO NOT USE FLAT BOTTOM CHORD GABLES NEXT
TO SCISSOR TYPE TRUSSES.
10.SOUTHERN PINE LUMBER DESIGN VALUES ARE
THOSE EFFECTIVE 06-01-12 BY SPIB/ALSC.
(2)-10d NAILS
ROOF SHEATHING
(4)-8d NAILS MINIMUM, PLYWOOD
SHEATHING TO 2x4 STD SPF BLOCK
PROVIDE 2x4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS
NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2)-10d NAILS AT
EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH (5)-10d
COMMON WIRE NAILS.
DIAGINAL BRACE
AT 1/3 POINTS IF
NEEDED
2x6 DIAGONAL BRACE SPACED 48"
O.C. ATTACHED TO VERTICAL WITH
(4)-16d COMMON WIRE NAILS AND
ATTACHED TO CLOCKING WITH
(5)-10D COMMONS
END WALLHORIZONTAL BRACE
(SEE SECTION A-A)
TRUSSES @ 24" O.C.
12
VARIES TO COMMON TRUSS
- DIAGONAL BRACING REFER
TO SECTION A-A
- L-BRACING REFER TO
SECTION B-B
A
A
B B
24" MAX
DIAGONAL BRACE
4'-0" O.C. MAX
VERTICAL STUD
(4)-16d COMMON WIRE
NAILS
(2)-10d COMMON WIRE
NAILS INTO 2X6
DIAGONAL BRACE
SECTION A-A
TRUSS GEOMETRY AND
CONDITIONS SHOWN
ARE FOR ILLUSTRATION
ONLY
TYPICAL _x4 L-BRACE
NAILED TO 2x_
VERTICALS WITH 10d
NAILS, 6" O.C.
16d COMMON WIRE
NAILS SPACED 6" O.C.
2x6 STUD OR 2x4
No.2 OR BETTER
TYPICAL HORIZONTAL
BRACE NAILED TO 2x_
VERTICALS WITH
(4)-10d COMMON NAILS2x4 STUD
SECTION B-B
MAX MEAN ROOF HEIGHT = 30 FEET
CATEGORY II BUILDING
EXPOSURE B OR C
ASCE 7-98, ASCE 7-02, ASCE 7-05 90
MOH
ASCE 7-10 115 MPH
DURATION OF LOAD INCREASE : 1.60
STUD DESIGN IS BASED ON COMPONENTS
AND CLADDING CONNECTION OF BRACING
IS BASED ON MWFRS.
2x4 SP No. 3/STUD
MINIMUM
STUD SIZE
SPECIES
AND GRADE
STUD
SPACING
* DIAGONAL BRACES OVER 6'-3" REQUIRES A 2x4 T-BRACE ATTACHED TO ONE EDGE.
DIAGONAL BRACES OVER 12'-6" REQUIRE 2X4 I-BRACE ATTACHED TO BOTH EDGES.
FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE WITH 10d COMMON
WIRE NAILS 8in O.C., WITH 3 INCH MINIMUM END DISTANCE. BRACE MUST COVER 90%
OF DIAGONAL LENGTH.
2x4 SP No. 3/STUD
2x4 SP No. 3/STUD
12" O.C.5-1-15 6-5-2 9-0-15 10-3-13 15-5-12
WITHOUT
BRACE
MAXIMUM STUD LENGTH
1x4
L-BRACE
2x4
L-BRACE
DIAGONAL
BRACE
2 DIAGONAL
BRACE AT
1/3 POINTS
16" O.C.4-8-4 5-6-13 7-10-7 9-4-8 14-0-12
24" O.C.4-1-2 4-6-8 6-5-2 8-2-5 12-3-7
c
Date:mobile #:phone #:Project No.Drawn by:Date:Scale:GENERAL CONTRACTOR:Revised by:
Drafting & Design, Inc.B19-0109-1-3McLay Project - SummerHome330 NO. ROUSEBOZEMAN, MONTANACHRIS MCLAY608-774-2678Tract 2D. Johnston 28 Jan 19
D. Johnston 04 Feb 19
These drawings are licensed for
ONE USE ONLY.
D. Johnston 16 Jan 19
D. Johnston 25 Jan 19
D. Johnston 08 Mar 19IMPACTDRAFTING & DESIGN, incwww.impactdrafting.com2021 Brentwood Professional Center1195 Stoneridge Dr., Suite 3DBozeman, MT. 59718406-522-5382All rights reserved. All designs, drawings, ideas, and
written material contained or described herein are
the sole property of IMPACT Drafting & Design Inc.
and as such may not be altered, duplicated, used or
disclosed without written consent from IMPACT
Drafting & Design Inc.scale is correct ifprinted on D-Size paperby IMPACT DraftingNote: IMPACT Drafting & Design Inc. is not responsible for engineering orconstruction. Individual contractors are responsible for meeting codes.IMPACT
D. Johnston 03 Apr 19
D. Johnston 16 Sep 20CONTACT/OWNER12 131/4" = 1'Roof
Sheet
ADU ROOF SHEET
scale: 1/4" = 1'
(c)IDDI 2015 - dwj
Attic Venting Calculation
Attic Area = approximately 874 sq.ft.
- calc. = 1300 (with 40-50% ridge venting
min.
and vapor barrier installed on the
warm-in-winter side of ceiling)
- 2.82 sq.ft. of total venting required
ridge venting = up to 6.8 sq.ft. available
(lf. of ridge x 12" x 2 sides / 144)
(40.75 lf. x 12 x 2 / 144)
soffit venting = up to 20.38 sq.ft. available
(lf. of soffit x 12" x 3" wide / 144)
(81.5 lf. x 12 x 3 / 144)
- 18x24 gable end vents or equivalent may
be added if desired
Revised by:Date:
Additional Revisions
D. Johnston 14 Jul 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
c
Date:mobile #:phone #:Project No.Drawn by:Date:Scale:GENERAL CONTRACTOR:Revised by:
Drafting & Design, Inc.B19-0109-1-3McLay Project - SummerHome330 NO. ROUSEBOZEMAN, MONTANACHRIS MCLAY608-774-2678Tract 2D. Johnston 28 Jan 19
D. Johnston 04 Feb 19
These drawings are licensed for
ONE USE ONLY.
D. Johnston 16 Jan 19
D. Johnston 25 Jan 19
D. Johnston 08 Mar 19IMPACTDRAFTING & DESIGN, incwww.impactdrafting.com2021 Brentwood Professional Center1195 Stoneridge Dr., Suite 3DBozeman, MT. 59718406-522-5382All rights reserved. All designs, drawings, ideas, and
written material contained or described herein are
the sole property of IMPACT Drafting & Design Inc.
and as such may not be altered, duplicated, used or
disclosed without written consent from IMPACT
Drafting & Design Inc.scale is correct ifprinted on D-Size paperby IMPACT DraftingNote: IMPACT Drafting & Design Inc. is not responsible for engineering orconstruction. Individual contractors are responsible for meeting codes.IMPACT
D. Johnston 03 Apr 19
D. Johnston 16 Sep 20CONTACT/OWNER13 131/4" = 1'Electrical
Main Floor
ADU Main Floor Electrical
scale: 1/4" = 1'-0"
= arc fault circuit interrupted outlet
= smoke detector
= wall mounted doorbell
= garage door opener
= ceiling mounted fan fixture w/ light
= duplex outlet, 110 v.
ELECTRICAL LEGEND
= 220 outlet
= switch
= ground fault interrupting outlet (GFCI)
= ceiling mounted light fixture
= 3-way switch
= 4-way switch
= dimmer switch
= wall mounted light fixture
= waterproof outlet (GFCI)
= switched duplex outlet, 110 v.
= in floor duplex outlet, 110 v.
= phone / satellite jack (RJ11)
= thermostat
= flush, wall mounted, stair wash
= ceiling mounted fan fixture
= computer data port (RJ45)
= exhaust fan w/ light
= troffer light fixture (led/fluorescent/etc.)
= stereo / sound system jack
= television cable jack
= doorbell button
= garage door button or keypad
= track lighting
= over / under cabinet lighting
= carbon monoxide & smoke detector
= recessed, ceiling mounted light fixture
(led recommended)
General Electrical Notes
- Smoke detectors to be interconnected
and have battery backup
- All Smoke Detectors outside Sleeping
Rooms and at the top and bottom of
stairs must also be a combination carbon
monoxide detector
- Smoke detectors may not:
- be within 36" of a bathroom with a
shower or tub
- be within 36" of a supply register
- be within 36" of the blade tips of a
ceiling fan
- Ionization Smoke detectors may not be
within 20' measured horizontally from
permanently installed cooking appliances
- Ionization Smoke detectors with alarm
silencing may not be within 10' measured
horizontally from permanently installed
cooking appliances
- Photoelectric Smoke detectors may not
be within 6' measured horizontally from
permanently installed cooking appliances
- Electrical outlets in kitchen, garage and
laundry to be 48" above floor level
- All interior outlets to be AFCI & tamper
resistant
- All interior recessed lights to be on
dimmer switches
- All Exterior Lights to be dark-sky
compliant
- Electrical plans may need to be
deviated from by electrician to meet
building specific needs either by design
or code, however those deviations must
be discussed with IMPACT Drafting,
Builder, or Client prior to being made.
No deviations may violate electrical
codes.
- Where the air infiltration rate of a
dwelling unit is less than 5 air changes
per hour when tested with a blower door
at a pressure of 0.2 inch w.c. (50Pa), the
dwelling unit shall be provide with
whole-house ventilation
- Bathroom circuiting shall either be: a)
a 20 amp dedicated circuit for each
bathroom or b) at least one 20 AMP
circuit supplying only bathroom outlets ADU 2nd Floor Electrical
scale: 1/4" = 1'-0"
Revised by:Date:
Additional Revisions
D. Johnston 14 Jul 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
c
Date:mobile #:phone #:Project No.Drawn by:Date:Scale:GENERAL CONTRACTOR:Revised by:
Drafting & Design, Inc.B19-0109-1-3McLay Project - SummerHome330 NO. ROUSEBOZEMAN, MONTANACHRIS MCLAY608-774-2678Tract 2D. Johnston 28 Jan 19
D. Johnston 04 Feb 19
These drawings are licensed for
ONE USE ONLY.
D. Johnston 16 Jan 19
D. Johnston 25 Jan 19
D. Johnston 08 Mar 19IMPACTDRAFTING & DESIGN, incwww.impactdrafting.com2021 Brentwood Professional Center1195 Stoneridge Dr., Suite 3DBozeman, MT. 59718406-522-5382All rights reserved. All designs, drawings, ideas, and
written material contained or described herein are
the sole property of IMPACT Drafting & Design Inc.
and as such may not be altered, duplicated, used or
disclosed without written consent from IMPACT
Drafting & Design Inc.scale is correct ifprinted on D-Size paperby IMPACT DraftingNote: IMPACT Drafting & Design Inc. is not responsible for engineering orconstruction. Individual contractors are responsible for meeting codes.IMPACT
D. Johnston 03 Apr 19
D. Johnston 16 Sep 20CONTACT/OWNER variesNotes
Sections
North-South Section
scale: 1/8" = 1'-0"
scale: 3/16" = 1'-0"
East-West Section
scale: 1/8" = 1'-0"
Revised by:Date:
Additional Revisions
D. Johnston 14 Jul 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
c
Date:mobile #:phone #:Project No.Drawn by:Date:Scale:GENERAL CONTRACTOR:Revised by:
Drafting & Design, Inc.B19-0109-1-3McLay Project - SummerHome330 NO. ROUSEBOZEMAN, MONTANACHRIS MCLAY608-774-2678Tract 2D. Johnston 28 Jan 19
D. Johnston 04 Feb 19
These drawings are licensed for
ONE USE ONLY.
D. Johnston 16 Jan 19
D. Johnston 25 Jan 19
D. Johnston 08 Mar 19IMPACTDRAFTING & DESIGN, incwww.impactdrafting.com2021 Brentwood Professional Center1195 Stoneridge Dr., Suite 3DBozeman, MT. 59718406-522-5382All rights reserved. All designs, drawings, ideas, and
written material contained or described herein are
the sole property of IMPACT Drafting & Design Inc.
and as such may not be altered, duplicated, used or
disclosed without written consent from IMPACT
Drafting & Design Inc.scale is correct ifprinted on D-Size paperby IMPACT DraftingNote: IMPACT Drafting & Design Inc. is not responsible for engineering orconstruction. Individual contractors are responsible for meeting codes.IMPACT
D. Johnston 03 Apr 19
D. Johnston 16 Sep 20CONTACT/OWNER variesNotes
Sections
North-South Section
scale: 1/8" = 1'-0"
scale: 3/16" = 1'-0"
East-West Section
scale: 1/8" = 1'-0"
Revised by:Date:
Additional Revisions
D. Johnston 14 Jul 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21