HomeMy WebLinkAboutREDLINED PLANS - 21-01027 - 1139 Greenside Loop - New SFRAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Description : 1139 Greenside Loop - New SFR
Address : 1139 Greenside Loop
Application Type :
Document Filename : Plan 12-29-21.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
Pg 2 Free text Larry Beesley : Building Open 2 Street Number
Displayed on House
Pg 2 Free text Larry Beesley : Building Open 2 Minimum Frost Depth Ground Surface to Bottom of Footing
36"
Pg 2 Free text Larry Beesley : Building Open 2 Ground Surface to Slope away from Foundation a minimum of
6" within first 10 ft.
Pg 3 Free text Larry Beesley : Building Open 3 Roof Ventilation as per R806
Pg 3 Free text Larry Beesley : Building Open 3 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
Pg 4 Free text Larry Beesley : Building Open 4 Garage needs engineering
Pg 5 Free text Larry Beesley : Building Open 5 SD CO
Pg 5 Free text Larry Beesley : Building Open 5 SD CO
Pg 5 Free text Larry Beesley : Building Open 5 SD CO
Pg 5 Free text Larry Beesley : Building Open 5 TEMP.
Pg 5 Free text Larry Beesley : Building Open 5 TEMP.
# 21-01027
New Single Family Residence
Report Date: 01.25.2022
Approval of plans does not constitute approval of variance from code
Page 1 of 2
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
Pg 5 Free text Larry Beesley : Building Open 5 FAN
Pg 5 Free text Larry Beesley : Building Open 5 FAN
Pg 5 Free text Larry Beesley : Building Open 5 FAN
Pg 5 Free text Larry Beesley : Building Open 5 FAN
Pg 5 Free text Larry Beesley : Building Open 5 FAN
Pg 5 Free text Larry Beesley : Building Open 5 Attic Access 22"x30" minimum access where attic clear height
exceeds 30" (R807)
Pg 6 Free text Larry Beesley : Building Open 6 Design Requirements: Minimum Roof Live Load 35# per sq. ft.,
Minimum Wind 85 MPH, Seismic Zone D1
Pg 6 Free text Larry Beesley : Building Open 6 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"
Pg 7 Free text Larry Beesley : Building Open 7 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
Pg 8 Free text Larry Beesley : Building Open 8 Pine Brook Estates
Pg 8 Free text Kyle Baldwin : P&Z Open 8 Please show street location, street name and sidewalk location
in Site plan
Report Date: 01.25.2022
Approval of plans does not constitute approval of variance from code
Page 2 of 2
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DATE:
12/28/2021
General Notes
1. Review entire set of plans including the
above described with owner/contractor.
2. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
3. This drawing is not to be duplicated without
written or verbal consent by
River Bend Drafting and Design.
Pg 1
GENERAL NOTES
THE FOLLOWING INFORMATION ARE FOR CODE
COMPLIANCE. ANY LOCAL CODES, SPECIFICATION
BY AN ENGINEER OR ARCHITECT SUPERSEDE THIS
INFORMATION.
1 HEATING AND COOLING EQUIPMENT
AND APPLIANCES SHALL BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURE'S INSTALLATION
INSTRUCTIONS AND THE REQUIREMENTS IN THE
2018 IRC CHAPTER 14.
2 CLOTHES DRYER TO BE EXHAUSTED IN ACCORDANCE
WITH MANUFACTURE'S INSTRUCTIONS. EXHAUST DUCTS
SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING.
EXHAUST DUCT LENGTH AND INSTALLATION TO MEET THE
REQUIREMENTS IN 2018 IRC SECTION M1502.
3 DWELLING UNIT BEDROOMS FOR ALL 125- VOLT BRANCH
CIRCUITS FOR 15 & 20 AMP RECEPTACLE OUTLETS SHALL
BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER.
4 A 22 " X 30" ATTIC SPACE ACCESS POINT IS REQ'D. IF THE
PLANS DO NOT SPECIFY A LOCATION, THE CONTRACTOR IS
TO LOCATE IT. (2018 IRC R807.1)
5 A 18" X 24" CRAWLSPACE ACCESS POINT IS REQ'D IF A
CRAWLSPACE EXISTS. IF THE PLANS DO NOT SPECIFY A
LOCATION THE CONTRACTOR IS TO LOCATE IT.
(REFERENCE 2018 IRC, R408.4)
6 BUILDINGS WITH A CRAWL SPACE SHALL HAVE FOUNDATION
VENTS THAT COMPLY WITH SECTION R408 OF THE 2018 IRC
7 PROVIDE FLOOR AND/ OR LANDING ON EACH SIDE OF
EXTERIOR DOORS. THE WIDTH OF THE LANDING SHALL NOT BE
LESS THAN THE WIDTH OF THE STAIRWAY OR DOOR SERVED.
MINIMUM OF 36" IN THE DIRECTION OF TRAVEL IS REQUIRED.
A STEP OF 7 3/4" IS ALLOWED AT NON- EGRESS EXTERIOR
DOORS PROVIDED THE DOOR DOES NOT SWING OVER THE STEP.
(REFERENCE 2018 IRC R311.3)
8 GRADE AWAY FROM FOUNDATION WALLS SHALL FALL AT A
MINIMUM OF 6" WITHIN THE FIRST 10 FEET (R401.3)
9 BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL
THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED
TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO
PREVENT DAMAGE BY THE BACKFILL. (2018 IRC R404.1.7)
10 FLASHING SHALL BE INSTALLED IN SUCH A MANNER THAT
PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF
THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE
MATERIALS, AND OTHER PENETRATIONS THROUGH THE ROOF
PLANE. (R903.2)
11 AN ICE BARRIER CONSISTING OF AT LEAST TWO LAYERS
UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING
POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF
NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVE'S EDGE
TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF
THE BUILDING. (R905.2.7.1)
12 THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE
AND ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD
APPLIED TO THE GARAGE SIDE. HABITABLE ROOMS ABOVE THE
GARAGE SHALL HAVE A MIN. OF 5/8" TYPE X GYPSUM BOARD.
(REFERENCE IRC R302.6)
MINIMUM INSULATION R-VALUE
(CLIMATE ZONE 6)
CEILING R-49
WALLS R-20+5/13+10
FLOORS R-30
BASEMENT R-15/20
(SEE 2018 IRC TABLE N1102.1.1)
MINIMUM SIZE OF CONCRETE FOOTINGS
LOAD BEARING VALUE OF SOIL = 2000 PSF
FOUNDATION WALL FOOTING
WIDTH HEIGHT DEPTH WIDTH REINF.
6" OR 8" 4'-0" 8 16" (2) #4
8" 8'-0 10" 20" (3) #4
TYPICAL INTERIOR WALL
REFERENCE IRC-2018 SECTION R601-R610.
2X4 STUDS FRAMED @ 16" O.C. WITH (2) 2X4
TOP PLATES WITH (1) 2X4 BOT. PLATE WITH 1/2"
DRYWALL BOTH SIDES TAPED AND PREPPED
FOR INTERIOR FINISHES
POST AN
1 FOUND
12" DIA C
CONCRE
(CONTR
TO CON
2 EXTER
A 2X10
B 2X10
C 2X10
CO
D 2X T
(SE
E DEC
COD
3 ROOF SYSTEM:
A RAFTERS OVER BEAM
B 4X4 POST WITH SIMPSON POST CAP & POST STIRRUP (OR EQUAL)
CONTRACTOR TO VERIFY WITH OWNER PRIOR TO CONSTRUCTION LOCATION
OF ALL DECK LOCATIONS, IF ANY. CONTRACTOR TO PROVIDE DETAILS ON ALL
ASPECTS OF ANY INCLUDED DECK SYSTEM, AND LOCATION OF REQUIRED
BEARING SYSTEM. ABOVE IS PROVIDED AS "TYPICAL" CONSTRUCTION
CLOSURES THAT DO NOT ALLOW PASSAGE OF A SPHERE 4" IN DIAMETER.
6 TRIANGLE OPENING FORMED BY THE RAISER, TREAD AND BOTTOM RAIL
SHALL BE SUCH THAT A SPHERE 6" DIAMETER CANNOT PASS THROUGH.
7 GUARD RAIL SHALL NOT BE CONSTRUCTED WITH HORIZONTAL RAILS OR
OTHER ORNAMENTAL PATTERN THAT RESULTS IN A LADDER EFFECT.
8 HANDRAILS SHALL HAVE A CIRCULAR CROSS SECTION OF 1 1/4" MIN. - 2 " MAX.
OR EQUIVALENT.
9 IF HANDRAIL IS NOT CIRCULAR, SEE SECTION R311.7.8.3 FOR GRIP SIZE OPTIONS.
(REFERENCE 2018 IRC R311 & R312)
1 ALL ELECT
2 ALL FIXTUR
3 METER BA
ELECTRICA
4 MAIN PANE
DETERMIN
THESE DRAWINGS ARE THE PROPRIETARY WORK PRODUCT
AND PROPERTY OF RIVER BEND DRAFTING AND DESIGN,DEVELOPED FOR
THE EXCLUSIVE USE OF DEBRA CUMMINS. USE OF THESE
DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT THE
WRITTEN PERMISSION OF RIVER BEND OR DEBRA CUMMINS
IS PROHIBITED AND MAY SUBJECT YOU TO A CLAIM FOR DAMAGES.
THESE DRAWINGS AND SPECIFICATIONS CONSTITUTE A BUILDER'S SET.
THEY ARE NOT COMPLETE IN DETAIL AND WILL REQUIRE COORDINATION
BY OWNER AND CONTRACTOR TO ADDRESS CONSTRUCTION ISSUES AND
DECISIONS PENDING AT ISSUANCE OF DRAWINGS.
Highest Ridge
FRONT ELEVATION
BACK ELEVATION
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Elevations
7:12 Pitch Main, Front and sides
9' Main Walls
9' Basement Walls
Garage to match TYP
12/28/2021
General Notes
1. Review entire set of plans including the
above described with owner/contractor.
2. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
3. This drawing is not to be duplicated without
written or verbal consent by
River Bend Drafting and Design.
Pg 2
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Street Number
Displayed on House Minimum Frost Depth Ground Surface to Bottom of Footing 36"
Ground Surface to Slope away from
Foundation a minimum of 6" within first 10 ft.
LEFT ELEVATION
LEFT ELEVATION
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Elevations cont.12/28/2021
Scale: 1/8" =1'-0" 11" x 17" paper
Scale: 1/4"=1'-0" 24" x 36" paper
General Notes
1. Review entire set of plans including the
above described with owner/contractor.
2. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
3. This drawing is not to be duplicated without
written or verbal consent by
River Bend Drafting and Design.
Pg 3
Pl
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ns For:
7:12 Pitch Main, Front and sides
9' Main walls
9' Basement foundation walls
Garage to match TYP
TW
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B
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N
S
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Roof Ventilation as per R806
Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local
Conditions)
S
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E8E8
Elevation 8
12'10'-4"
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72'-10"
3'3'-6"
6'-6"41'-5"11'-4"12'-4"
71'-7"
3'-6 1/4"
8'
18
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17
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9
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72
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51'-1"7'-3 1/4"3'-3 3/4"
61'-8"
8'
6'-4 1/4"7'-1"
10'-4"12'13'-6"10'-7"
41
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X
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Foundation Plan 12/28/2021
Scale: 1/8" =1'-0" 11" x 17" paper
Scale: 1/4"=1'-0" 24" x 36" paper
General Notes
1. Review entire set of plans including the
above described with owner/contractor.
2. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
3. This drawing is not to be duplicated without
written or verbal consent by
River Bend Drafting and Design.
pg 4
Pl
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7:12 Pitch Main, Front and sides
9' Main Walls
4' Crawlspace
Garage to match TYP
TW
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Main Floor 2753 s/f
Garage 1536 s/f
Total 4289 s/f
Garage needs engineering
3020FX 3020FX 2020RS 2020RS 2020RS
30
5
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S
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5050RS5050RS30684040RS
90
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3068
90
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6068
35
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2668
506830683068
2668
5068
2668
3050SC 3050SC
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6
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UP
4"
3'
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5'
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4'5'-5 1/2"
7'
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5'-5"2'-4"2'-4"5'-3"3'-4 1/2"3'-9"
21
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3'
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5'-1"
6'-10"
"
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2'-1"
3'
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4'-11"2'-4"2'-4"4'-11"3'-5"
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10
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9
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15'-4"7'-1 1/2"5'-4 1/2"9'-5 1/2"2'-4 1/2"12'-1"
71'-7"
3'-4"3'-4"3'-4"
6'-6"10'7'-1"
3'3'-6"24'-1"10'-10"6'-4"5'-10"5'-10"6'6'-2"
6'-6"41'-3"11'-8"12'-2"
71'-7"
3'-9"
11
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17
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3'
2'-6"
16
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Main Floor 12/28/2021
Scale: 1/8" =1'-0" 11" x 17" paper
Scale: 1/4"=1'-0" 24" x 36" paper
General Notes
1. Review entire set of plans including the
above described with owner/contractor.
2. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
3. This drawing is not to be duplicated without
written or verbal consent by
River Bend Drafting and Design.
H1 - STHD 14
H2 - RJSTHD 14
Pg 5
7:12 Pitch Main, Front and sides
9' Main Walls
4' Crawlspace
Garage to match TYP
Main Floor 2753 s/f
Garage 1536 s/f
Total 4289 s/f
(2
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SD CO
SD CO
SD CO
TEMP.
TEMP.
FAN
FAN
FAN
FAN
FAN
Attic Access 22"x30" minimum access where
attic clear height exceeds 30" (R807)
Elevation 8
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Roof System:
2018 IRC Code Architectural Grade, 25 year Asphalt Shingles
over #15 building felt over 7/16" Ext. OSB roof sheeting
w/Clips & nailed 6" O.C.-Edges, 10" O.C.-field
over 6:12 Pitch Engineered Trusses @ 24" O.C.
(Framed According to Engineered Truss Layout) with
R-49 Blown in Attic Insulation with 5/8" Sheet Rock on
Interior Side
Taped Prep'd for Interior Finishes Contractor to
indicate 22"x30" Attic Access Location
2018 IRC Ice Protection Ice Barrier consisting of 2
layers of cemented under-layment and extend from the
eave's edge 24" min. from inside exterior wall
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Stair System:
2018 IRC R106, R302.7, 311.7.2, R311.7.5, R311.7.8
Eq Stair risers 7 3/3" Max height
Eq Stair treads 10" Min depth
over (3) 11.5" MIN Stair Stringers
securely mounted to framing
with Cont. Handrail System mounted 36" above stair plane
with Handrail return to wall
with a min 6'-8" Head clearance above stair plane
with all other Railing system to be a min 42" above FFL &
meet current building codes for vert. and horiz. loading.
Slate Spacing to no more than 4" sphere to pass thru.
1/2" gypsum board under stairs
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A
Soffit System:
2018 IRC code
2x6 Facia Board
with style "D" Metal Drip Edge
with 3/8" soffit Sheeting
with 3" Continuous Soffit Venting
with add'l 2x4 support as required
B
Exterior Walls:
2018 IRC code R602.10.1
A braced wall panel shall begin within 10 ft from each
end of a braced wall line. The distance between adjacent
edges of braced wal panels along a braced wall line shall
not be greater than 20 ft.
2018 IRC code R106.1
Vinyl Siding and Brick over Weather Resistive Barrier
7/16" APA OSB & Nailing Pattern 6" - edge 12" - field
2x6 Stud framed @24" O.C. UNO
with (2) 2x6 Top Plates
with (1) 2x6 Bottom Plate
with min R-21 Bottom Insulation
with 1/2" Sheetrock Inside Occupancy separation between
house, attic, and garage
2018 IRC, Section R106 and R308.4.5
Taped Prep'd for Interior finishes
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Interior Walls:
2018 IRC COde
2x4 Stud framed @ 24" O.C.
with (2) 2x4 Top Plates
with (1) 2x4 Bottom Plate
with 1/2" Sheetrock Both Sides
Taped Prep'd For Interior Finishes
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Floor System:
2018 IRC Code
3/4" T&G Sub-floor Glued and Nailed
over 11-7/8 TJI Engineered Floor Joist
Series, Placement, and O.C Spacing as determined &
indicated on TJXpert Layout (Version 6.0 or later)
connected to Rim Joist, spliced using gal. metal ties
not less than .058" x 1.5" wide
fastened w/6 16d nails ea. side
over 1/2" Sheetrock on Ceiling side
Taped and Prep'd for Interior finishes
E
Basement Furring:
2x4 Stud Framed @24" O.C. with Baring Walls @ 16" O.C.
with (2) 2x4 Top Plates
with (1) 2x4 Bottom Plate
with R-13 Batt Insulation
with 6-Mill Poly Vapor Barrier
with 1/2" Sheetrock on Interior Side
Taped and Prep'd for Interior Finishes
F
Foundation Wall System:
2x6 Treated Sill Plate
over Foam Sill Sealer
with 1/2" Anchor Bolts @72" O.C. 10" Long, 7" Embedded
Max 12" from all Corners or Splices
Concrete wall 8' and under (1) Horizontal Rebar in top 12" and one at mid height
8'1" TO 9'6" (1) Horizontal Rebar in top 12" and one bar at each third point
Min (2) Anchor Bolts per Sill Plate w/nut &
ROUND Plate Washer 2 1/20 x 1/4" Min. for each Bolt
over Concrete Foundation Wall Consistent w/2015 IRC R401-403
with Asphalt Emulsion on Exterior Side
over Continuous Concrete Footings
Consistent w/2018 IRC Section R106.1
over Undisturbed Soil
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Window Well System:
2018 IRC Code
Min. egress window opening will be 5.7 sq ft 7 Sill height
no higher than 44" above FFL
Window Wells provide a net clear of 9 sq ft w/min horiz.
projection & width of 36"
Exception:
Window Wells w/depth greater than 44" will have a
permanently affixed ladder or steps
Ladder or Steps 12"- width Inside, 3" from walls,
Spaced no more than 18" O.C
JCross Section
Smoke Alarms
2018 IRC Code Section 106. R314
All smoke alarms shall be listed in accordance with UL 217 & installed in
accordance with NFPA 72
-One in each sleeping area
-Outside of each separate sleeping area in the immediate vicinity of the
bedrooms
-On each additional story including un-finish & finished basements and habitable
attics but not including crawl spaces and uninhabitable attics.
In dwellings or dwelling units with splits levels and without an intervening door
between the adjacent levels a smoke alarm installed on the upper level shall
suffice for the adjacent lower level provided that the lower level is less than one full
story below the upper level.
-Alarm devices shall be interconnected with battery backup that the acuation of
one alarm will activate all of the alarms
Carbon Monoxide Alarms
2018 IRC Section 106 & R315.1
New Construction an approved carbon monoxide alarm installed outside of
each sleeping area in the immediate vicinity of bedroom and dwelling units.
They shall be listed as complying with UL 2034 and installed accordingly
Fastners for Preservative treated wood
Fastner for Preservative treated wood shall be of hot dipped
zinc-coated galvanized steel, stainless steel, silicon bronze or
copper.
Exceptions:
1. One-half inch (12.7mm) diameter or greater steel bolts.
2. Fasterners other than nail & timber rivets shall be permitted to
be of mechanical deposited zinc coated steel with coating weights
in accordance with ASTM B695 class 55 min.
Ventilation 2018 IRC, Section R408.1, R408.2, and R408.3
The under-floor space between the bottom of the floor joists and
the earth under any building (except space occupied by a
basement) shall have ventilation openings through foundation
walls or exterior walls. The minimum net area of ventilation
opening shall not be less than 1 s/f for each 300 s/f of under floor
space area, unless the ground surface is covered by a Class 1
vapor retarder material.
If the vapor retarder is used the min. net area of ventilation
openings shall not be less than 1 s/f for each 1500 s/f.
One such vent shall be within 3' of each corner of building.
Scale: 1/8" =1'-0" 11" x 17" paper
Scale: 1/4"=1'-0" 24" x 36" paper
General Notes
1. Review entire set of plans including the
above described with owner/contractor.
2. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
3. This drawing is not to be duplicated without
written or verbal consent by
River Bend Drafting and Design.
Figure R602.10.6.2
Alternate Braced Wall Panel Garage Portal Design
Figure 1
Pg 6
Exhaust and Ventilation
Whole house Fan 80 CFM
Kitchen Fan 100 CFM
Laundry 50 CFM
Bathrooms 50 CFM
Bedrooms 10 CFM fresh air
Living Areas 10 CFM fresh air
Table R403.1
Min Width of Conc. or Masonry Footings (inches)
Load Baring Value of soil
1500 2000 3000
Conventional Light frame Construction
1-story 12 12 12
2 story 15 12 12
3-story 23 17 12
4" Brick Veneer over light frame
1-story 12 12 12
2-story 21 16 12
3-storu 32 24 16
Alternate Reinforcing Bar Size and Spacing
Vertical Rebar Only
8" nominal wall thickness
72"max rebar spacing
#4 @ 15" is equal to #5 @ 23" or #6 @ 32"
#4 @ 16" is equal to #5 @ 25" or #6 @ 32"
#4 @ 18" is equal to #5 @ 25" or #6 @ 36"
Frost Protection 403.1.4.1
Except where otherwise protected from frost, foundation walls, piers and other
permanent supports of buildings and structures shall be protected from frost by
one or more of the following methods:
1. Extended below the frost line specified in Table R301.2
2. Construct in accordance with Section 403.3
3. Construct in accordance with ASCE 32 or
4. Erected on Solid Rock
Exceptions:
- Protection of freestanding accessory structures with an area of 400 of 600
square feet or less, of light frame construction with an eve height of 10' of less
shall not be required
- Decks not supported by a dwelling need not be provided with footings that
extend below the frost line
- Footings shall not bear on frozen soil unless the frozen condition is permanent
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Design Requirements: Minimum Roof Live Load 35# per sq. ft.,
Minimum Wind 85 MPH, Seismic Zone D1
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"
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General Notes
1. Review entire set of plans including the
above described with owner/contractor.
2. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
3. This drawing is not to be duplicated without
written or verbal consent by
River Bend Drafting and Design.
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Roof Plan
Scale: 1/8" =1'-0" 11" x 17" paper
Scale: 1/4"=1'-0" 24" x 36" paper
Pg 7
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Roof Trusses (designed according to
R802.10.1) 35 # Snow and 90 mph winds
(Local Conditions)
179'-11 5/16"
42'
29
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1 8 0 '-1 1 /4 "
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49'-9 11/16"
67'-7 1/4"5 0 '-1 1 5 /1 6 "
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12/28/2021Plot Plan
Mill Creek Estates
Block 1 Lot 3
Building Parcel
Madison County, Idaho
General Notes
1. Review entire set of plans including the
above described with owner/contractor.
2. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
3. This drawing is not to be duplicated without
written or verbal consent by
River Bend Drafting and Design.
Pg 8
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North
Pine Brook Estates
Please show street location, street name
and sidewalk location in Site plan
DOOR SCHEDULE
NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O DESCRIPTION HEADER THICKNESS CODE MANUFACTURER COMMENTS
D01 2623 1 1 2623 L EX 30 " 27 " 32"X30" EXT. HINGED-SLAB 2X6X35" (2) 1 3/4"
D02 2668 1 1 2668 L 30 " 80 " 30"X80" SHOWER-GLASS SLAB 1/2"
D03 2668 1 1 2668 L 30 " 80 " 62"X82 1/2" POCKET-DOOR P04 2X6X65" (2) 1 3/8"
D04 2668 2 1 2668 R IN 30 " 80 " 32"X82 1/2" HINGED-DOOR P04 2X6X35" (2) 1 3/8"
D05 2868 1 1 2868 L 32 " 80 " 66"X82 1/2" POCKET-DOOR P04 2X6X69" (2) 1 3/8"
D06 2868 1 1 2868 L IN 32 " 80 " 34"X82 1/2" HINGED-DOOR P04 2X6X37" (2) 1 3/8"
D07 2868 1 1 2868 R 32 " 80 " 66"X82 1/2" POCKET-DOOR P04 2X6X69" (2) 1 3/8"
D08 2868 1 1 2868 R IN 32 " 80 " 34"X82 1/2" HINGED-DOOR P04 2X6X37" (2) 1 3/8"
D09 3068 1 1 3068 L 36 " 80 " 74"X82 1/2" POCKET-DOOR P04 2X6X77" (2) 1 3/8"
D10 3068 3 1 3068 L EX 36 " 80 " 38"X83" EXT. HINGED-DOOR E21 2X6X41" (2) 1 3/4"
D11 3068 1 1 3068 L IN 36 " 80 " 38"X82 1/2" HINGED-DOOR P04 2X6X41" (2) 1 3/8"
D12 3068 1 1 3068 R IN 36 " 80 " 38"X82 1/2" HINGED-DOOR P04 2X6X41" (2) 1 3/8"
D13 3680 1 1 3680 L EX 42 " 96 " 44"X99" EXT. HINGED-DOOR E21 2X6X47" (2) 1 3/4"
D14 4068 1 1 4068 L/R IN 48 " 80 " 50"X82 1/2" DOUBLE HINGED-DOOR P04 2X6X53" (2) 1 3/8"
D15 5068 2 1 5068 L/R IN 60 " 80 " 62"X82 1/2" DOUBLE HINGED-DOOR P04 2X6X65" (2) 1 3/8"
D16 6068 1 1 6068 L/R IN 72 " 80 " 74"X82 1/2" DOUBLE HINGED-DOOR P04 2X6X77" (2) 1 3/8"
D17 9080 3 1 9080 108 " 96 " 110"X99" GARAGE-GARAGE DOOR CHD05 2X12X116" (2) 1 3/4"
WINDOW SCHEDULE
NUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT R/O EGRESS DESCRIPTION HEADER CODE MANUFACTURER COMMENTS
W01 2020RS 3 1 2020RS 24 " 24 " 25"X25" RIGHT SLIDING 2X6X28" (2)
W02 3020FX 2 1 3020FX 36 " 24 " 37"X25" FIXED GLASS 2X6X40" (2)
W03 3030SC 1 1 3030SC 36 " 36 " 37"X37"SINGLE CASEMENT-HR 2X6X40" (2)
W04 3050SC 17 1 3050SC 36 " 60 " 37"X61"SINGLE CASEMENT-HR 2X6X40" (2)
W05 4040RS 1 1 4040RS 48 "48 " 49"X49" RIGHT SLIDING 2X6X52" (2)
window and door
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General Notes
1. Review entire set of plans including the
above described with owner/contractor.
2. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
3. This drawing is not to be duplicated without
written or verbal consent by
River Bend Drafting and Design.
Pl
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Window and Door Schedule
WINDOW NOTES:
1 VINYL WINDOWS UNLESS OTHERWISE NOTED
2 INTERIOR WINDOW MATERIALS: FACTORY FINISH
3 WINDOW HARDWARE TO BE OWNER SELECTED
AT TIME OF ORDER
4 WINDOW ROUGH OPENING: 1/2" FOR TOP/ BOTTOM
& 1/2" FOR SIDES, UNO BY MFG.
5 BEDROOM WINDOWS SILL FINISHED MUST BE
WITHIN 44: OF THE FLOOR AND PROVIDE MINIMUM CLEAR
OPENINGS OF 5.7 SQ. FEET WITH HEIGHT DIMENSION NOT
LESS THAN 24" AND WIDTH DIMENSION NOT LESS THAN 20"
- HRC R310.1-R310.1.4 U-Factor - Rate of heat loss = 1/R
SHGC - Solar Heat Gain Coefficient
VLT - Visible Light Transmittance
CR - Condensation Resistance
Low- E4 / High Altitude Windows U-Factor SHGC VLT CR
Casement/Hopper 0.39 .3 0.49 52
Double Hung 0.35 0.27 0.46 49
Slide-By 0.37 0.28 0.48 49
Fixed / Auxiliary 0.32 0.32 0.54 51
DOOR NOTES:
1. MAIN FLOOR DOORS SHALL BE 80";
SECOND FLOOR DOORS 80"; GARAGE DOOR 96", UNO.
2. ALL DOORS SHALL BE HOLLOW CORE 1 3/4" THICK, UNO
3. INTERIOR DOORS SHALL BE PAINTED, UNO.
4. DOORS BETWEEN GARAGE AND LIVING AREA SHALL
BE 1 3/4" TIGHT FITTING SOLID CORE DOORS WITH A RATING
OF 60 MINUTES. DOOR SHALL BE SELF CLOSING
5. EXTERIOR EXIT DOORS SHALL BE 36" MIN. NET CLEAR
DOOR WAY SHALL BE 32" MIN. DOOR SHALL BE OPENABLE
FROM INSIDE
6. GARAGE DOORS TO BE SECTIONAL, OVERHEAD DOORS.
7. ALL GLAZING WITHIN 18 IN. OF THE FLOOR AND/OR WITHIN
24 IN. OF ANY DOOR (REGARDLESS OF WALL PLANE) ARE
TO HAVE SAFETY GLAZING.
8. ALL TUB AND SHOWER ENCLOSURES ARE TO BE GLAZED
WITH SAFETY GLASS.
Pg 9
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