HomeMy WebLinkAboutPLANS - 21-00790 - 5102 S Hwy 191 - New SFR MechanicalDRAWN BY:CHK'D BY:WBSPLOT DATE:8/31/2020ENGINEER: RAY MCDOUGAL, PEDESCRIPTIONREVISION DATECOVER SHEETSHEET TITLE:G-101
PLN# 20-02-023 PRELIMINARY NOT FOR CONSTRUCTION8/31/20201066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCCopyright 2016 | Southfork Engineering | All Rights Reserved. PRELIMINARY NOT FOR CONSTRUCTIONSarmiento Residence5126 S. HWY 191REXBURG, ID. 83440THESE PLANS ARE
STAMPED/ENGINEERED FORTHE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
INDEX OF SHEETS
G-101
C-101
A-101
A-102
A-201
A-202
A-301
S-101
S-201
S-202
S-301
S-302
S-401
R-101
E-101
E-102
COVER SHEET
SITE
MAIN FLOOR
SECOND FLOOR
ELEVATIONS
ELEVATIONS
SECTIONS
FOUNDATION
MAIN FLOOR FRAMING
SECOND FLOOR FRAMING
MAIN FLOOR WALL FRAMING
SECOND FLOOR WALL FRAMI...
ROOF FRAMING
DETAILS
MEP MARKUP PLAN
MEP MARKUP
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
SECOND FLOOR
MAIN FLOOR
IN-LAWS SUITE
AREA
1,320.24
2,806.79
735.68
4,862.71 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
984.78
984.78 sq ft
LOCATION: MADISON COUNTY ID
SNOW LOAD: 50 PSF ROOF
WIND SPEED: 115 MPH
FROST DEPTH: 36 INCH
SEISMIC: D-1
REGULATION: IRC 2015
Sarmiento ResidenceSarmiento ResidenceSarmiento ResidenceSarmiento Residence
RP0THTN014000BRP0THTN014000BRP0THTN014000BRP0THTN014000B
5102 S Hwy 1915102 S Hwy 1915102 S Hwy 1915102 S Hwy 191
RexburgRexburgRexburgRexburg
EXISTING DRIVE
EXISTING DRIVE
EXISTING DRIVE
EXISTING DRIVE
1 SITE PLANSITE PLANSITE PLANSITE PLAN
SCALE: SCALE: SCALE: SCALE: 1/16" = 1'-0"1/16" = 1'-0"1/16" = 1'-0"1/16" = 1'-0"
SITE PLAN NOTE:SITE PLAN NOTE:SITE PLAN NOTE:SITE PLAN NOTE:
1. SOUTH FORK DESIGN GROUP DOES NOT PROVIDE SURVEYING, CIVILENGINEERING OR GEO TECHNICAL ENGINEERING. IT IS THE RESPONSIBILITY OF THEOWNER/CONTRACTOR TO ACQUIRE THESE SERVICES IF APPLICABLE.
2. U.N.O. THE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED FROM PUBLIC
RECORD DOCUMENTS OR GIS SYSTEM INFORMATION AND MAY NOT BE EXACT.
3. IT IS THE OWNERS/CONTRACTORS RESPONSIBILITY TO OBTAIN NECESSARY
SURVEY DATA, INCLUDING TOPOGRAPHICAL INFORMATION4. LOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE CONTRACTOR PRIOR TOEXCAVATION5. WHERE SEPTIC AND/OR FRESH WATER WELLS ARE NECESSARY, PERMITS ANDLOCATION SHOULD BE OBTAINED FROM THE AUTHORITY HAVING JURISDICTION(TYPICALLY HEALTH DEPT)
6. INDICATED LOCATIONS OF SEPTIC, WELL, AND/OR UTILITIES ARE ASSUMED OR
SUGGESTED AND SHOULD BE VERIFIED AND APPROVED BY THE OWNER/CONTRACTOR
AND THE AUTHORITY HAVING JURISDICTION DRAWN BY:CHK'D BY:WBSPLOT DATE:8/31/2020ENGINEER: RAY MCDOUGAL, PEDESCRIPTIONREVISION DATESITESHEET TITLE:C-101
PLN# 20-02-0231066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCCopyright 2016 | Southfork Engineering | All Rights Reserved. PRELIMINARY NOT FOR CONSTRUCTIONSarmiento Residence5126 S. HWY 191REXBURG, ID. 83440
2
2
4NFL AAHH
II98LC D G 8AA
LAA473K K
8
10 10 10 84
6
4
KE8
KK83322JJJ3221 558
DRW
DRWDWF
12'-1012'-1012'-1012'-101/2"1/2"1/2"1/2"
9'-9'-9'-9'-1/2"1/2"1/2"1/2"12'-1112'-1112'-1112'-111/2"1/2"1/2"1/2"2A-3011A-3011A-301W.I.C.W.I.C.W.I.C.W.I.C.
ENTRYENTRYENTRYENTRY
1/21/21/21/2BATHBATHBATHBATHGUESTGUESTGUESTGUESTBATHBATHBATHBATH
LAUNDRYLAUNDRYLAUNDRYLAUNDRY
KITCHENKITCHENKITCHENKITCHEN
KITCHENKITCHENKITCHENKITCHEN
MASTERMASTERMASTERMASTER
BATHBATHBATHBATH
MUD ROOMMUD ROOMMUD ROOMMUD ROOM
PANTRYPANTRYPANTRYPANTRY
MECHMECHMECHMECH
3 CAR GARAGE3 CAR GARAGE3 CAR GARAGE3 CAR GARAGE
DININGDININGDININGDINING
SUN ROOMSUN ROOMSUN ROOMSUN ROOM
11'-10" x 13'-0"11'-10" x 13'-0"11'-10" x 13'-0"11'-10" x 13'-0"
FLEX ROOMFLEX ROOMFLEX ROOMFLEX ROOM
12'-0" x 11'-6"12'-0" x 11'-6"12'-0" x 11'-6"12'-0" x 11'-6"
GREAT ROOMGREAT ROOMGREAT ROOMGREAT ROOM
19'-9" x 16'-7"19'-9" x 16'-7"19'-9" x 16'-7"19'-9" x 16'-7"
GUEST BEDROOMGUEST BEDROOMGUEST BEDROOMGUEST BEDROOM
12'-5" x 11'-10"12'-5" x 11'-10"12'-5" x 11'-10"12'-5" x 11'-10"
MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOM
16'-0" x 13'-0"16'-0" x 13'-0"16'-0" x 13'-0"16'-0" x 13'-0"
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
6
1
1
1
1
3
1
2
4
3
7
3
1
1
1
SIZE
W
2'
2'-6"
2'-6"
3'
3'
3'
3'
3'
3'
3'-6"
4'
4'
5'
5'
6'
HT
5'
4'
3'
2'
3'
4'
4'-6"
5'
6'
5'
4'
5'
4'
5'
6'
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
10
QTY
1
12
7
5
5
1
1
7
1
3
LOCATION
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Exterior
Exterior
Exterior
FIRE RATING DOOR
W
2'-4"
2'-6"
2'-8"
3'
4'
3'-6"
5'
3'
6'
9'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
8'
6'-8"
6'-8"
8'
8'
NOTES
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
SECOND FLOOR
MAIN FLOOR
IN-LAWS SUITE
AREA
1,320.24
2,806.79
735.68
4,862.71 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
984.78
984.78 sq ft
1 MAIN LEVEL PLANMAIN LEVEL PLANMAIN LEVEL PLANMAIN LEVEL PLAN
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"DRAWN BY:CHK'D BY:WBSPLOT DATE:8/31/2020ENGINEER: RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEMAIN FLOORSHEET TITLE:A-101
PLN# 20-02-0231066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCCopyright 2016 | Southfork Engineering | All Rights Reserved. PRELIMINARY NOT FOR CONSTRUCTIONSarmiento Residence5126 S. HWY 191REXBURG, ID. 83440
K OIIKF
F2M352 2
2
553 24
3
2B2A-3012A-3011A-3011A-301BATHBATHBATHBATH
OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOW
BONUS ROOMBONUS ROOMBONUS ROOMBONUS ROOM
BATHBATHBATHBATH
BEDROOM #3BEDROOM #3BEDROOM #3BEDROOM #3
14'-1" x 11'-1"14'-1" x 11'-1"14'-1" x 11'-1"14'-1" x 11'-1"
BEDROOM #2BEDROOM #2BEDROOM #2BEDROOM #2
12'-9" x 13'-7"12'-9" x 13'-7"12'-9" x 13'-7"12'-9" x 13'-7"
BEDROOM #4BEDROOM #4BEDROOM #4BEDROOM #4
12'-1" x 10'-7"12'-1" x 10'-7"12'-1" x 10'-7"12'-1" x 10'-7"
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
6
1
1
1
1
3
1
2
4
3
7
3
1
1
1
SIZE
W
2'
2'-6"
2'-6"
3'
3'
3'
3'
3'
3'
3'-6"
4'
4'
5'
5'
6'
HT
5'
4'
3'
2'
3'
4'
4'-6"
5'
6'
5'
4'
5'
4'
5'
6'
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
10
QTY
1
12
7
5
5
1
1
7
1
3
LOCATION
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Exterior
Exterior
Exterior
FIRE RATING DOOR
W
2'-4"
2'-6"
2'-8"
3'
4'
3'-6"
5'
3'
6'
9'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
8'
6'-8"
6'-8"
8'
8'
NOTES
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
SECOND FLOOR
MAIN FLOOR
IN-LAWS SUITE
AREA
1,320.24
2,806.79
735.68
4,862.71 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
984.78
984.78 sq ft
1 SECOND FLOORSECOND FLOORSECOND FLOORSECOND FLOOR
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"DRAWN BY:CHK'D BY:WBSPLOT DATE:8/31/2020ENGINEER: RAY MCDOUGAL, PEDESCRIPTIONREVISION DATESECOND FLOORSHEET TITLE:A-102
PLN# 20-02-0231066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCCopyright 2016 | Southfork Engineering | All Rights Reserved. PRELIMINARY NOT FOR CONSTRUCTIONSarmiento Residence5126 S. HWY 191REXBURG, ID. 83440
0"0"0"0"MAIN FLOORMAIN FLOORMAIN FLOORMAIN FLOOR
9'-1 1/8"9'-1 1/8"9'-1 1/8"9'-1 1/8"PLATE HEIGHTPLATE HEIGHTPLATE HEIGHTPLATE HEIGHT
18'-2 7/8"18'-2 7/8"18'-2 7/8"18'-2 7/8"PLATE HEIGHTPLATE HEIGHTPLATE HEIGHTPLATE HEIGHT
32'-6 5/16"32'-6 5/16"32'-6 5/16"32'-6 5/16"TOTLA HEIGHT TOTLA HEIGHT TOTLA HEIGHT TOTLA HEIGHT
10
12
10
12
LLLL
MMMM
NNNN
8888
BBBB
KKKK
LLLL
10
12
10
12
10
12
FFFF
JJJJJJJJJJJJIIII9999IIIILLLLAAAAAAAA
FFFF
IIII OOOO IIII
10
12
312
10
12
8
12
1 FRONT ELEVATIONFRONT ELEVATIONFRONT ELEVATIONFRONT ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
2 BACK ELEVATIONBACK ELEVATIONBACK ELEVATIONBACK ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"DRAWN BY:CHK'D BY:WBSPLOT DATE:8/31/2020ENGINEER: RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEELEVATIONSSHEET TITLE:A-201
PLN# 20-02-0231066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCCopyright 2016 | Southfork Engineering | All Rights Reserved. PRELIMINARY NOT FOR CONSTRUCTIONSarmiento Residence5126 S. HWY 191REXBURG, ID. 83440
8
12
8
12
8
12
3 1/4 12
KKKK
CCCC
10101010 10101010 10101010
KKKK
8888
KKKK
DDDD
HHHHHHHHAAAAAAAAAAAA
FFFF
8888
KKKK
8888
EEEEKKKK
7 12 712
1 RIGHT ELEVATIONRIGHT ELEVATIONRIGHT ELEVATIONRIGHT ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
2 LEFT ELEVATIONLEFT ELEVATIONLEFT ELEVATIONLEFT ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"DRAWN BY:CHK'D BY:WBSPLOT DATE:8/31/2020ENGINEER: RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEELEVATIONSSHEET TITLE:A-202
PLN# 20-02-0231066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCCopyright 2016 | Southfork Engineering | All Rights Reserved. PRELIMINARY NOT FOR CONSTRUCTIONSarmiento Residence5126 S. HWY 191REXBURG, ID. 83440
8'-1 1/8"8'-1 1/8"8'-1 1/8"8'-1 1/8"9'-1 1/8"9'-1 1/8"9'-1 1/8"9'-1 1/8"10
12
MANUFACTURED TRUSSES DESIGNMANUFACTURED TRUSSES DESIGNMANUFACTURED TRUSSES DESIGNMANUFACTURED TRUSSES DESIGN
PER MANFUACTURERPER MANFUACTURERPER MANFUACTURERPER MANFUACTURER
LOFTLOFTLOFTLOFTBEDROOMBEDROOMBEDROOMBEDROOM
PANTRYPANTRYPANTRYPANTRYLAUNDRYLAUNDRYLAUNDRYLAUNDRY
KITCHENKITCHENKITCHENKITCHEN
CRAWL SPACECRAWL SPACECRAWL SPACECRAWL SPACE CRAWL SPACECRAWL SPACECRAWL SPACECRAWL SPACE CRAWL SPACECRAWL SPACECRAWL SPACECRAWL SPACE
GREAT ROOMGREAT ROOMGREAT ROOMGREAT ROOM
16'16'16'16'8'8'8'8'10
12
BONUS TRUSS FINAL DESIGNBONUS TRUSS FINAL DESIGNBONUS TRUSS FINAL DESIGNBONUS TRUSS FINAL DESIGNPER MANUFACTURERPER MANUFACTURERPER MANUFACTURERPER MANUFACTURER
1 SECTIONSECTIONSECTIONSECTION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
2 SECTION @ GARAGESECTION @ GARAGESECTION @ GARAGESECTION @ GARAGE
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"DRAWN BY:CHK'D BY:WBSPLOT DATE:8/31/2020ENGINEER: RAY MCDOUGAL, PEDESCRIPTIONREVISION DATESECTIONSSHEET TITLE:A-301
PLN# 20-02-0231066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCCopyright 2016 | Southfork Engineering | All Rights Reserved. PRELIMINARY NOT FOR CONSTRUCTIONSarmiento Residence5126 S. HWY 191REXBURG, ID. 83440
51'-6"51'-6"51'-6"51'-6"5'5'5'5'32'32'32'32'29'29'29'29'
117'-6"117'-6"117'-6"117'-6"5'-4"5'-4"5'-4"5'-4"8'8'8'8'43'43'43'43'16'16'16'16'72'-4"72'-4"72'-4"72'-4"12'-6"12'-6"12'-6"12'-6"34'-4"34'-4"34'-4"34'-4"37'-8"37'-8"37'-8"37'-8"29'29'29'29'
113'-6"113'-6"113'-6"113'-6"
7'-6"7'-6"7'-6"7'-6"11'-4"11'-4"11'-4"11'-4"11'-4"11'-4"11'-4"11'-4"7'-6"7'-6"7'-6"7'-6"3'3'3'3'25'25'25'25'12'-4"12'-4"12'-4"12'-4"16'16'16'16'16'16'16'16'72'-4"72'-4"72'-4"72'-4"28'28'28'28'9'9'9'9'10'-5"10'-5"10'-5"10'-5"10'-8"10'-8"10'-8"10'-8"10'-8"10'-8"10'-8"10'-8"
4'4'4'4'4'-9"4'-9"4'-9"4'-9"
5'-8"5'-8"5'-8"5'-8"2'-6"2'-6"2'-6"2'-6"29'-6"29'-6"29'-6"29'-6"19'-919'-919'-919'-91/2"1/2"1/2"1/2"14'-6"14'-6"14'-6"14'-6"16'-6"16'-6"16'-6"16'-6"14'-1014'-1014'-1014'-101/2"1/2"1/2"1/2"5'-4"5'-4"5'-4"5'-4"12'12'12'12'3"3"3"3"15'-9"15'-9"15'-9"15'-9"12'-1"12'-1"12'-1"12'-1"11'-7"11'-7"11'-7"11'-7"12'12'12'12'6'-6"6'-6"6'-6"6'-6"
2X WALL 5/8"2X WALL 5/8"2X WALL 5/8"2X WALL 5/8"REDHEAD ANCREDHEAD ANCREDHEAD ANCREDHEAD ANCHHHHORSORSORSORS@ 32" O.C.@ 32" O.C.@ 32" O.C.@ 32" O.C.
2X WALL 5/8"2X WALL 5/8"2X WALL 5/8"2X WALL 5/8"REDHEAD ANCREDHEAD ANCREDHEAD ANCREDHEAD ANCHHHHORSORSORSORS@ 32" O.C.@ 32" O.C.@ 32" O.C.@ 32" O.C.
2X WALL 5/8"2X WALL 5/8"2X WALL 5/8"2X WALL 5/8"
REDHEAD ANCREDHEAD ANCREDHEAD ANCREDHEAD ANCHHHHORSORSORSORS
@ 32" O.C.@ 32" O.C.@ 32" O.C.@ 32" O.C.FW1FW1FW1FW1FW1FW1FW1FW1
FW1FW1FW1FW1FW1FW1FW1FW1 FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1
FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW1FW12222
1111 1111 1111 1111 1111 1111 1111 1111
222222222222 222222222222 2222
2222
8" CONCRETE PORCH CAP8" CONCRETE PORCH CAP8" CONCRETE PORCH CAP8" CONCRETE PORCH CAP
#4 BARS @ 12" O.C. BOTH WAYS#4 BARS @ 12" O.C. BOTH WAYS#4 BARS @ 12" O.C. BOTH WAYS#4 BARS @ 12" O.C. BOTH WAYS
2X WALL 5/8"2X WALL 5/8"2X WALL 5/8"2X WALL 5/8"
REDHEAD ANCREDHEAD ANCREDHEAD ANCREDHEAD ANCHHHHORSORSORSORS@ 32" O.C.@ 32" O.C.@ 32" O.C.@ 32" O.C.
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F2F2F2F2
F1F1F1F1
F1F1F1F1
F5F5F5F5 F5F5F5F5 F5F5F5F5
F4F4F4F4F4F4F4F4
F3F3F3F3
F2F2F2F2
F2F2F2F2
333333333333 333333333333
3333333333333333FW1FW1FW1FW1
FW1FW1FW1FW12A-3012A-3011A-3011A-301FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE
IDIDIDID
F1
F2
F3
F4
F5
WIDTHWIDTHWIDTHWIDTH
16"
18"
24"
36"
---
DEPTHDEPTHDEPTHDEPTH
8"
8"
1'
1'
1'-7"
FOOTING TYPEFOOTING TYPEFOOTING TYPEFOOTING TYPE
CONTINUOUS FOOTING
CONTINUOUS FOOTING
24” X 24” X 10” SPREAD FOOTER
36” X 36” X 12” SPREAD FOOTER
BIGFOOT 24
FOOTING REBARFOOTING REBARFOOTING REBARFOOTING REBAR
(2) #4 BAR CONT.
(2) #4 BAR CONT.
(3) #4 BOTH WAYS
(3) #4 BOTH WAYS
SEE PIER REBAR FOR SIZING
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
---
---
---
10" SONOTUBE (4) #4 BAR #3 TIES 8" O.C.
10" SONOTUBE (4) #4 BAR #3 TIES 8" O.C.
SIMPSON TIESSIMPSON TIESSIMPSON TIESSIMPSON TIES
SYMSYMSYMSYM IDIDIDID
1
2
3
####
8
9
10
TYPETYPETYPETYPE
HDU5
STHD10RJ
ABU66Z
FOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLS
WALL IDWALL IDWALL IDWALL ID
FW1
THICKTHICKTHICKTHICK
8"
HEIGHTHEIGHTHEIGHTHEIGHT
4'
VERT BARVERT BARVERT BARVERT BAR
#4
VERT SPACINGVERT SPACINGVERT SPACINGVERT SPACING
24" O.C.
HORIZ BARHORIZ BARHORIZ BARHORIZ BAR
#4
HORIZ SPACINGHORIZ SPACINGHORIZ SPACINGHORIZ SPACING
24" O.C.
BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"
(1)
J-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZE
5/8" W/7" EMBED
J-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACING
48" O.C.
4 FOUNDATION PLANFOUNDATION PLANFOUNDATION PLANFOUNDATION PLAN
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:
1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZE, REBAR
SPACING, & J-BOLT/ ANCHOR LOCATIONS.2. PRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATION3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT.ALL FOOTINGS TO BEAR ON APPROVED STRUCTURAL FILL ORUNDISTURBED SOIL.4. FOOTING DESIGN IS BASED ON SOIL LOAD-BEARING CAPACITY OF 1500
PSF. IF CONTRACTORS ENCOUNTER EXPANSIVE SOILS OR OTHER
PROBLEMS, THE SITE MUST BE APPROVED BY A SOILS ENGINEER PRIOR
TO POURING FOOTINGS IN THAT AREA.
5. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A 28 DAY
COMPRESSIVE STRENGTH OF 3000 PSI. 2500 PSI USED IN DESIGN,
THEREFORE NO SPECIAL INSPECTIONS.6. LAP REBAR SPLICES 30 BAR DIAMETERS U.N.O.7. REINFORCING STEEL SHALL BE GRADE 60 FOR #4 BAR & LARGER BUTMAY BE GRADE 40 FOR #3 AND SMALLER BARS.8. DAMP PROOFING PER 2012 IBC SECTION 403.2
9. CRAWL SPACE VENTALATION @ 1:150 RATIO & PLACE (1) VENT WITHIN 3'
OF EACH CORNER.
10. 18" X 24" MINIMUM CRAWLSPACE ACCESS HOLE.
11. THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED DIRECTLY ONTHE GROUND SHALL NOT BE LESS THAN 3.5" (98 MM). A6-MIL (0.006 INCH;0.15 MM) POLYETHYLENE VAPOR RETARDER. CONTROL JOINTS @ 25' O.C.
MAX EA. DIR. OR CENTERED PER OWNER PREFERENCE.DRAWN BY:CHK'D BY:WBSPLOT DATE:8/31/2020ENGINEER: RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEFOUNDATIONSHEET TITLE:S-101
PLN# 20-02-0231066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCCopyright 2016 | Southfork Engineering | All Rights Reserved. PRELIMINARY NOT FOR CONSTRUCTIONSarmiento Residence5126 S. HWY 191REXBURG, ID. 83440
SIMPSON ITS HANGERSSIMPSON ITS HANGERSSIMPSON ITS HANGERSSIMPSON ITS HANGERSSEE DETIAL (TYP)SEE DETIAL (TYP)SEE DETIAL (TYP)SEE DETIAL (TYP)
SIMPSON ITS HANGERSSIMPSON ITS HANGERSSIMPSON ITS HANGERSSIMPSON ITS HANGERS
SEE DETIAL (TYP)SEE DETIAL (TYP)SEE DETIAL (TYP)SEE DETIAL (TYP)
11-7/8" TJI 210 @ 16" O.C.11-7/8" TJI 210 @ 16" O.C.11-7/8" TJI 210 @ 16" O.C.11-7/8" TJI 210 @ 16" O.C.HANG FROM PRESSURE TREATED SILL PLATEHANG FROM PRESSURE TREATED SILL PLATEHANG FROM PRESSURE TREATED SILL PLATEHANG FROM PRESSURE TREATED SILL PLATEPROVIDE SQUASH BLOCKING THROUGH FLOOR WHEREPROVIDE SQUASH BLOCKING THROUGH FLOOR WHEREPROVIDE SQUASH BLOCKING THROUGH FLOOR WHEREPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE
BEARING IS REQUIRED ABOVE. INSTALL PERBEARING IS REQUIRED ABOVE. INSTALL PERBEARING IS REQUIRED ABOVE. INSTALL PERBEARING IS REQUIRED ABOVE. INSTALL PER
MANUFACTURER'S SPEC.MANUFACTURER'S SPEC.MANUFACTURER'S SPEC.MANUFACTURER'S SPEC.
3/4" T&G OSB w/ GLUE AND 10d RING SHANK3/4" T&G OSB w/ GLUE AND 10d RING SHANK3/4" T&G OSB w/ GLUE AND 10d RING SHANK3/4" T&G OSB w/ GLUE AND 10d RING SHANK
NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)
11-7/8" TJI 210 @ 16" O.C.11-7/8" TJI 210 @ 16" O.C.11-7/8" TJI 210 @ 16" O.C.11-7/8" TJI 210 @ 16" O.C.HANG FROM PRESSURE TREATED SILL PLATEHANG FROM PRESSURE TREATED SILL PLATEHANG FROM PRESSURE TREATED SILL PLATEHANG FROM PRESSURE TREATED SILL PLATE
PROVIDE SQUASH BLOCKING THROUGH FLOOR WHEREPROVIDE SQUASH BLOCKING THROUGH FLOOR WHEREPROVIDE SQUASH BLOCKING THROUGH FLOOR WHEREPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE
BEARING IS REQUIRED ABOVE. INSTALL PERBEARING IS REQUIRED ABOVE. INSTALL PERBEARING IS REQUIRED ABOVE. INSTALL PERBEARING IS REQUIRED ABOVE. INSTALL PER
MANUFACTURER'S SPEC.MANUFACTURER'S SPEC.MANUFACTURER'S SPEC.MANUFACTURER'S SPEC.
3/4" T&G OSB w/ GLUE AND 10d RING SHANK3/4" T&G OSB w/ GLUE AND 10d RING SHANK3/4" T&G OSB w/ GLUE AND 10d RING SHANK3/4" T&G OSB w/ GLUE AND 10d RING SHANKNAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)2A-3012A-3011A-3011A-3017
6
5
9
854
3
2
1
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - 2X FRAME WALL2 - (2) 2X4 P.T. SILL PLATES3 - ANCHOR BOLTS PER FOUNDATION PLAN4 - FOUNDATION/FOOTING (REBAR NOT SHOWN)5 - SPRAY FOAM GAP6 - OSB DECKING7 - JOISTS (SEE FLOOR FRAMING PLAN)
8 - SIMPSON ITS HANGERS9 - INSULATION PER LOCAL CODE
3 FIRST FLOOR FRAMINGFIRST FLOOR FRAMINGFIRST FLOOR FRAMINGFIRST FLOOR FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
4 RECESSED SUB FLOOR CRAWL SPACERECESSED SUB FLOOR CRAWL SPACERECESSED SUB FLOOR CRAWL SPACERECESSED SUB FLOOR CRAWL SPACE
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE DRAWN BY:CHK'D BY:WBSPLOT DATE:8/31/2020ENGINEER: RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEMAIN FLOOR FRAMINGSHEET TITLE:S-201
PLN# 20-02-0231066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCCopyright 2016 | Southfork Engineering | All Rights Reserved. PRELIMINARY NOT FOR CONSTRUCTIONSarmiento Residence5126 S. HWY 191REXBURG, ID. 83440
M AN U F A CT U R ED T R U SS E S
MAN UF A C TU R E D T RU S SE S
M AN U F A CT U R ED T R U SS E S
MAN UF A C TU R E D T RU S SE S
MANUFACTURED BONUS TRUSSES
MANUFACTURED BONUS TRUSSES
MANUFACTURED BONUS TRUSSES
MANUFACTURED BONUS TRUSSES
B O NUS TRUSS ES PER M A NUFA CTURERB ONUS TRUS SES P ER M ANUFACTURERB O NUS TRUSS ES PER M A NUFA CTURERB ONUS TRUS SES P ER M ANUFACTURER2A-3012A-3011A-3011A-301FLOOR JOISTS TO HANG FROMFLOOR JOISTS TO HANG FROMFLOOR JOISTS TO HANG FROMFLOOR JOISTS TO HANG FROMMANUFACTURED GIRDER TRUSSMANUFACTURED GIRDER TRUSSMANUFACTURED GIRDER TRUSSMANUFACTURED GIRDER TRUSSW/ SIMPSON MIU HANGERSW/ SIMPSON MIU HANGERSW/ SIMPSON MIU HANGERSW/ SIMPSON MIU HANGERS
GIRDER TRUSS PERGIRDER TRUSS PERGIRDER TRUSS PERGIRDER TRUSS PER
MANUFACTURERMANUFACTURERMANUFACTURERMANUFACTURER
5 1/8"5 1/8"5 1/8"5 1/8" X X X X 16 1/2"16 1/2"16 1/2"16 1/2"
GLULAMGLULAMGLULAMGLULAM
(2)(2)(2)(2) 1 3/4"1 3/4"1 3/4"1 3/4" X X X X 11 7/8"11 7/8"11 7/8"11 7/8" LVLLVLLVLLVL
1 3/4"1 3/4"1 3/4"1 3/4" X X X X 11 7/8"11 7/8"11 7/8"11 7/8" LVLLVLLVLLVL
MIU3.56/11MIU3.56/11MIU3.56/11MIU3.56/11
SIMP HANGERSIMP HANGERSIMP HANGERSIMP HANGER
HUS1.81HUS1.81HUS1.81HUS1.81/1/1/1/10000
MIN 2X6 @ 16" O.C.MIN 2X6 @ 16" O.C.MIN 2X6 @ 16" O.C.MIN 2X6 @ 16" O.C.MATCH BONUS TRUSSMATCH BONUS TRUSSMATCH BONUS TRUSSMATCH BONUS TRUSSBOTTOM CORDBOTTOM CORDBOTTOM CORDBOTTOM CORD
SIMPSON LUSSIMPSON LUSSIMPSON LUSSIMPSON LUS
BOTH SIDESBOTH SIDESBOTH SIDESBOTH SIDES (TYP) (TYP) (TYP) (TYP)
SIMPSON SIMPSON SIMPSON SIMPSON LUSLUSLUSLUS
BOTH SIDES (TYP)BOTH SIDES (TYP)BOTH SIDES (TYP)BOTH SIDES (TYP)
(2)(2)(2)(2) 1 3/4"1 3/4"1 3/4"1 3/4" X X X X 11 7/8"11 7/8"11 7/8"11 7/8" LVLLVLLVLLVL
5 1/8"5 1/8"5 1/8"5 1/8" X X X X 22 1/2"22 1/2"22 1/2"22 1/2" GLULAMGLULAMGLULAMGLULAM
11-7/8 TJI 210 @ 16" O.C.11-7/8 TJI 210 @ 16" O.C.11-7/8 TJI 210 @ 16" O.C.11-7/8 TJI 210 @ 16" O.C.PROVIDE SQUASH BLOCKING THROUGH FLOOR WHEREPROVIDE SQUASH BLOCKING THROUGH FLOOR WHEREPROVIDE SQUASH BLOCKING THROUGH FLOOR WHEREPROVIDE SQUASH BLOCKING THROUGH FLOOR WHEREBEARING IS REQUIRED ABOVE. INSTALL PERBEARING IS REQUIRED ABOVE. INSTALL PERBEARING IS REQUIRED ABOVE. INSTALL PERBEARING IS REQUIRED ABOVE. INSTALL PER
MANUFACTURER'S SPEC.MANUFACTURER'S SPEC.MANUFACTURER'S SPEC.MANUFACTURER'S SPEC.
3/4" T&G OSB w/ GLUE AND 10d RING SHANK3/4" T&G OSB w/ GLUE AND 10d RING SHANK3/4" T&G OSB w/ GLUE AND 10d RING SHANK3/4" T&G OSB w/ GLUE AND 10d RING SHANK
NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)
BLOCK OUT FORBLOCK OUT FORBLOCK OUT FORBLOCK OUT FOR
STAIRSTAIRSTAIRSTAIR
1 SECOND FLOOR FRAMINGSECOND FLOOR FRAMINGSECOND FLOOR FRAMINGSECOND FLOOR FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"DRAWN BY:CHK'D BY:WBSPLOT DATE:8/31/2020ENGINEER: RAY MCDOUGAL, PEDESCRIPTIONREVISION DATESECOND FLOOR FRAMINGSHEET TITLE:S-202
PLN# 20-02-0231066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCCopyright 2016 | Southfork Engineering | All Rights Reserved. PRELIMINARY NOT FOR CONSTRUCTIONSarmiento Residence5126 S. HWY 191REXBURG, ID. 83440
2
2
4
2'-6"2'-6"2'-6"2'-6"7'-11"7'-11"7'-11"7'-11"21'-7"21'-7"21'-7"21'-7"2'-2"2'-2"2'-2"2'-2"4'-6"4'-6"4'-6"4'-6"4'-4'-4'-4'-1/2"1/2"1/2"1/2"3'-3"3'-3"3'-3"3'-3"10'-10"10'-10"10'-10"10'-10"2'-4"2'-4"2'-4"2'-4"2'-8"2'-8"2'-8"2'-8"8'8'8'8'1'-11"1'-11"1'-11"1'-11"6'-26'-26'-26'-21/2"1/2"1/2"1/2"6'-8"6'-8"6'-8"6'-8"25'25'25'25'2'-102'-102'-102'-101/2"1/2"1/2"1/2"3'-53'-53'-53'-51/2"1/2"1/2"1/2"3'-53'-53'-53'-51/2"1/2"1/2"1/2"2'-62'-62'-62'-61/2"1/2"1/2"1/2"2'-9"2'-9"2'-9"2'-9"5'-3"5'-3"5'-3"5'-3"5'-3"5'-3"5'-3"5'-3"2'-9"2'-9"2'-9"2'-9"3'-10"3'-10"3'-10"3'-10"4'-8"4'-8"4'-8"4'-8"4'-8"4'-8"4'-8"4'-8"2'-10"2'-10"2'-10"2'-10"7'7'7'7'6'6'6'6'7'-6"7'-6"7'-6"7'-6"11'-4"11'-4"11'-4"11'-4"11'-4"11'-4"11'-4"11'-4"7'-6"7'-6"7'-6"7'-6"4'4'4'4'6'-4"6'-4"6'-4"6'-4"2'-1"2'-1"2'-1"2'-1"8'-11"8'-11"8'-11"8'-11"7'-8"7'-8"7'-8"7'-8"8'8'8'8'3'-1"3'-1"3'-1"3'-1"8'-11"8'-11"8'-11"8'-11"11'11'11'11'3'-8"3'-8"3'-8"3'-8"6'6'6'6'5'-10"5'-10"5'-10"5'-10"4'-6"4'-6"4'-6"4'-6"8'8'8'8'8'8'8'8'2'-12'-12'-12'-11/2"1/2"1/2"1/2"
3'-8"3'-8"3'-8"3'-8"5'5'5'5'4'-24'-24'-24'-21/2"1/2"1/2"1/2"NFLAAHH
II98LC D G 8AA
LAA473K K
8
10 10 10 84
6
4
KE8
KK83322JJJ3221 558
51'-6"51'-6"51'-6"51'-6"5'5'5'5'32'32'32'32'29'29'29'29'
117'-6"117'-6"117'-6"117'-6"
10'10'10'10'12'-6"12'-6"12'-6"12'-6"16'-5"16'-5"16'-5"16'-5"12'-7"12'-7"12'-7"12'-7"10'-810'-810'-810'-81/2"1/2"1/2"1/2"5'-5"5'-5"5'-5"5'-5"12'-1012'-1012'-1012'-101/2"1/2"1/2"1/2"72'-4"72'-4"72'-4"72'-4"3'3'3'3'25'25'25'25'12'-4"12'-4"12'-4"12'-4"16'16'16'16'16'16'16'16'10'10'10'10'6'-6"6'-6"6'-6"6'-6"34'-4"34'-4"34'-4"34'-4"37'-8"37'-8"37'-8"37'-8"29'29'29'29'
117'-6"117'-6"117'-6"117'-6"
13'13'13'13'6'-4"6'-4"6'-4"6'-4"5'-95'-95'-95'-91/2"1/2"1/2"1/2"9'-29'-29'-29'-21/2"1/2"1/2"1/2"12'-5"12'-5"12'-5"12'-5"16'-7"16'-7"16'-7"16'-7"5'-4"5'-4"5'-4"5'-4"20'20'20'20'31'31'31'31'16'16'16'16'72'-4"72'-4"72'-4"72'-4"12'-612'-612'-612'-61/2"1/2"1/2"1/2"3'-93'-93'-93'-91/2"1/2"1/2"1/2"12'-7"12'-7"12'-7"12'-7"5'-2"5'-2"5'-2"5'-2"8'-1"8'-1"8'-1"8'-1"5'-15'-15'-15'-11/2"1/2"1/2"1/2"6'-96'-96'-96'-91/2"1/2"1/2"1/2"4'-4'-4'-4'-1/2"1/2"1/2"1/2"4'-5"4'-5"4'-5"4'-5"4'-64'-64'-64'-61/2"1/2"1/2"1/2"6'-7"6'-7"6'-7"6'-7"9'9'9'9'4'-6"4'-6"4'-6"4'-6"2'-2"2'-2"2'-2"2'-2"2'-7"2'-7"2'-7"2'-7"6'-5"6'-5"6'-5"6'-5"13'-1"13'-1"13'-1"13'-1"12'-5"12'-5"12'-5"12'-5"3'-5"3'-5"3'-5"3'-5"12'-812'-812'-812'-81/2"1/2"1/2"1/2"5'-1"5'-1"5'-1"5'-1"9'-69'-69'-69'-61/2"1/2"1/2"1/2"9'-59'-59'-59'-51/2"1/2"1/2"1/2"4'-14'-14'-14'-11/2"1/2"1/2"1/2"
9'-69'-69'-69'-61/2"1/2"1/2"1/2"9'-1"9'-1"9'-1"9'-1"11'-10"11'-10"11'-10"11'-10"6'-10"6'-10"6'-10"6'-10"8'-10"8'-10"8'-10"8'-10"4'-44'-44'-44'-41/2"1/2"1/2"1/2"12'-12'-12'-12'-1/2"1/2"1/2"1/2"4'4'4'4'5'5'5'5'
4'4'4'4'3'-63'-63'-63'-61/2"1/2"1/2"1/2"3'3'3'3'3'-5"3'-5"3'-5"3'-5"2A-3012A-3011A-3011A-301SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2 SW2SW2SW2SW2
SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2
SW2SW2SW2SW2SW2SW2SW2SW2
SW2SW2SW2SW2
SW2SW2SW2SW2SW2SW2SW2SW2
SW2SW2SW2SW2SW2SW2SW2SW2 SW2SW2SW2SW2
SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H2H2H2H2
H1H1H1H1
H1H1H1H1 H1H1H1H1
H1H1H1H1
H1H1H1H1
H3H3H3H3 H3H3H3H3 H3H3H3H3
(5) 2X4(5) 2X4(5) 2X4(5) 2X4
((((4444) 2X4) 2X4) 2X4) 2X4 ((((3333) 2X) 2X) 2X) 2X6666
((((3333) 2X) 2X) 2X) 2X6666
((((4444) 2X6) 2X6) 2X6) 2X6
((((4444) 2X6) 2X6) 2X6) 2X6
((((3333) 2X) 2X) 2X) 2X6666
((((4444) 2X6) 2X6) 2X6) 2X6
6X6 SPF6X6 SPF6X6 SPF6X6 SPF
OR BETTEROR BETTEROR BETTEROR BETTER
(TYP)(TYP)(TYP)(TYP)SW1SW1SW1SW1(2) 1-3/4 x 9-1/2(2) 1-3/4 x 9-1/2(2) 1-3/4 x 9-1/2(2) 1-3/4 x 9-1/2LVL HEADERLVL HEADERLVL HEADERLVL HEADER
((((3333) 2X) 2X) 2X) 2X6666
((((3333) 2X) 2X) 2X) 2X6666
((((3333) 2X) 2X) 2X) 2X4444
((((3333) 2X) 2X) 2X) 2X4444
H2H2H2H2
H2H2H2H2
W.I.C.W.I.C.W.I.C.W.I.C.
ENTRYENTRYENTRYENTRY
1/21/21/21/2
BATHBATHBATHBATHGUESTGUESTGUESTGUESTBATHBATHBATHBATH
LAUNDRYLAUNDRYLAUNDRYLAUNDRY
KITCHENKITCHENKITCHENKITCHEN
KITCHENKITCHENKITCHENKITCHEN
MASTERMASTERMASTERMASTERBATHBATHBATHBATH
MUD ROOMMUD ROOMMUD ROOMMUD ROOM
PANTRYPANTRYPANTRYPANTRY
MECHMECHMECHMECH
3 CAR GARAGE3 CAR GARAGE3 CAR GARAGE3 CAR GARAGE
DININGDININGDININGDINING
SUN ROOMSUN ROOMSUN ROOMSUN ROOM
11'-10" x 13'-0"11'-10" x 13'-0"11'-10" x 13'-0"11'-10" x 13'-0"
FLEX ROOMFLEX ROOMFLEX ROOMFLEX ROOM
12'-0" x 11'-6"12'-0" x 11'-6"12'-0" x 11'-6"12'-0" x 11'-6"
GREAT ROOMGREAT ROOMGREAT ROOMGREAT ROOM
19'-9" x 16'-7"19'-9" x 16'-7"19'-9" x 16'-7"19'-9" x 16'-7"
GUEST BEDROOMGUEST BEDROOMGUEST BEDROOMGUEST BEDROOM
12'-5" x 11'-10"12'-5" x 11'-10"12'-5" x 11'-10"12'-5" x 11'-10"
MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOM
16'-0" x 13'-0"16'-0" x 13'-0"16'-0" x 13'-0"16'-0" x 13'-0"
6X6 SPF6X6 SPF6X6 SPF6X6 SPFOR BETTEROR BETTEROR BETTEROR BETTER(TYP)(TYP)(TYP)(TYP)
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H1
H2
H3
PLYPLYPLYPLY
2
2
2
SIZESIZESIZESIZE
2X10 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
NOTENOTENOTENOTE
SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE
IDIDIDID
SW1
SW2
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
EXTERIOR
TYPETYPETYPETYPE
7/16" OSB W/8d NAILS @ 6" O.C. PANEL EDGES & 12" O.C. FIELD
7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD
NOTESNOTESNOTESNOTES
4 MAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6 FRAMING @ 16" O.C. U.N.O.2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER.3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENING.
4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL EDGES AND FIRE BLOCKING.
5. ENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTS.6. ENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS ORCOLUMNS IN LOWER FLOORS OR SOLID BLOCKING. PROVIDE POSITIVE CONNECTIONS BETWEEN UPPERAND LOWER.
7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS AS SPECIFIED IN MANUFACTURER
DOCUMENTATION.8. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED OVER AN APPROVED WALL/ROOFINGMEMBRANE TO ENSURE MOISTURE PROTECTION9. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN OR OTHER.10. ALL STAIRS SHALL BE CONVENTIONAL IN CONSTRUCTION WITH A MAX RISE OF 7 3/4" AND A MINIMUM RUN
OF 10".11. PROVIDE GUARD RAILS @ 36" FROM NOSING, AND HANDRAILS AT THE SAME.DRAWN BY:CHK'D BY:WBSPLOT DATE:8/31/2020ENGINEER: RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEMAIN FLOOR WALL FRAMINGSHEET TITLE:S-301
PLN# 20-02-0231066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCCopyright 2016 | Southfork Engineering | All Rights Reserved. PRELIMINARY NOT FOR CONSTRUCTIONSarmiento Residence5126 S. HWY 191REXBURG, ID. 83440
K5'-9"5'-9"5'-9"5'-9"5'-9"5'-9"5'-9"5'-9"2'-8"2'-8"2'-8"2'-8"11'-10"11'-10"11'-10"11'-10"8'-58'-58'-58'-53/4"3/4"3/4"3/4"8'-58'-58'-58'-53/4"3/4"3/4"3/4"9'-79'-79'-79'-71/2"1/2"1/2"1/2"2'-8"2'-8"2'-8"2'-8"2'-92'-92'-92'-91/4"1/4"1/4"1/4"5'-25'-25'-25'-23/4"3/4"3/4"3/4"5'-3"5'-3"5'-3"5'-3"3'-23'-23'-23'-21/2"1/2"1/2"1/2"OIIKF
F2M352 2
2
553 24
3
2B2A-3012A-3011A-3011A-30113'-613'-613'-613'-61/2"1/2"1/2"1/2"23'-1123'-1123'-1123'-111/2"1/2"1/2"1/2"9'9'9'9'32'32'32'32'
78'-6"78'-6"78'-6"78'-6"8'-6"8'-6"8'-6"8'-6"42'-1142'-1142'-1142'-111/2"1/2"1/2"1/2"11'-6"11'-6"11'-6"11'-6"14'-6"14'-6"14'-6"14'-6"16'-1116'-1116'-1116'-111/2"1/2"1/2"1/2"6'-6"6'-6"6'-6"6'-6"20'-9"20'-9"20'-9"20'-9"6'-86'-86'-86'-81/2"1/2"1/2"1/2"6'-106'-106'-106'-101/2"1/2"1/2"1/2"37'-8"37'-8"37'-8"37'-8"
78'-6"78'-6"78'-6"78'-6"28'28'28'28'12'-312'-312'-312'-31/2"1/2"1/2"1/2"16'-516'-516'-516'-51/2"1/2"1/2"1/2"56'-9"56'-9"56'-9"56'-9"3'-83'-83'-83'-81/2"1/2"1/2"1/2"3'-11"3'-11"3'-11"3'-11"5'-2"5'-2"5'-2"5'-2"2'-4"2'-4"2'-4"2'-4"11'-2"11'-2"11'-2"11'-2"15'-8"15'-8"15'-8"15'-8"2'-12'-12'-12'-11/2"1/2"1/2"1/2"
12'-5"12'-5"12'-5"12'-5"33331/2"1/2"1/2"1/2"H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2SW2
SW2SW2SW2SW2
SW2SW2SW2SW2SW2SW2SW2SW2
SW2SW2SW2SW2SW2SW2SW2SW2BATHBATHBATHBATH
OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOW
BONUS ROOMBONUS ROOMBONUS ROOMBONUS ROOM
BATHBATHBATHBATH
BEDROOM #3BEDROOM #3BEDROOM #3BEDROOM #3
14'-1" x 11'-1"14'-1" x 11'-1"14'-1" x 11'-1"14'-1" x 11'-1"
BEDROOM #2BEDROOM #2BEDROOM #2BEDROOM #2
12'-9" x 13'-7"12'-9" x 13'-7"12'-9" x 13'-7"12'-9" x 13'-7"
BEDROOM #4BEDROOM #4BEDROOM #4BEDROOM #4
12'-1" x 10'-7"12'-1" x 10'-7"12'-1" x 10'-7"12'-1" x 10'-7"5'-45'-45'-45'-41/2"1/2"1/2"1/2"6'-96'-96'-96'-91/2"1/2"1/2"1/2"11'-3"11'-3"11'-3"11'-3"5'-85'-85'-85'-81/2"1/2"1/2"1/2"5'-45'-45'-45'-41/2"1/2"1/2"1/2"9'-69'-69'-69'-61/4"1/4"1/4"1/4"7'-6"7'-6"7'-6"7'-6"8'-118'-118'-118'-111/2"1/2"1/2"1/2"HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H1
H2
H3
PLYPLYPLYPLY
2
2
2
SIZESIZESIZESIZE
2X10 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
NOTENOTENOTENOTE
SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE
IDIDIDID
SW1
SW2
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
EXTERIOR
TYPETYPETYPETYPE
7/16" OSB W/8d NAILS @ 6" O.C. PANEL EDGES & 12" O.C. FIELD
7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD
NOTESNOTESNOTESNOTES
1 SECOND LEVEL WALL FRAMINGSECOND LEVEL WALL FRAMINGSECOND LEVEL WALL FRAMINGSECOND LEVEL WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6 FRAMING @ 16" O.C. U.N.O.2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER.
3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENING.4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL EDGES AND FIRE BLOCKING.5. ENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTS.6. ENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS OR
COLUMNS IN LOWER FLOORS OR SOLID BLOCKING. PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER
AND LOWER.7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS AS SPECIFIED IN MANUFACTURERDOCUMENTATION.8. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED OVER AN APPROVED WALL/ROOFING
MEMBRANE TO ENSURE MOISTURE PROTECTION
9. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN OR OTHER.10. ALL STAIRS SHALL BE CONVENTIONAL IN CONSTRUCTION WITH A MAX RISE OF 7 3/4" AND A MINIMUM RUNOF 10".
11. PROVIDE GUARD RAILS @ 36" FROM NOSING, AND HANDRAILS AT THE SAME.DRAWN BY:CHK'D BY:WBSPLOT DATE:8/31/2020ENGINEER: RAY MCDOUGAL, PEDESCRIPTIONREVISION DATESECOND FLOOR WALL FRAMINGSHEET TITLE:S-302
PLN# 20-02-0231066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCCopyright 2016 | Southfork Engineering | All Rights Reserved. PRELIMINARY NOT FOR CONSTRUCTIONSarmiento Residence5126 S. HWY 191REXBURG, ID. 83440
8/12 PITCH8/12 PITCH8/12 PITCH8/12 PITCH8/12 PITCH8/12 PITCH8/12 PITCH8/12 PITCH
8/12 PITCH8/12 PITCH8/12 PITCH8/12 PITCH 8/12 PITCH8/12 PITCH8/12 PITCH8/12 PITCH
7/12 PITCH7/12 PITCH7/12 PITCH7/12 PITCH7/12 PITCH7/12 PITCH7/12 PITCH7/12 PITCH
8/12 PITCH8/12 PITCH8/12 PITCH8/12 PITCH8/12 PITCH8/12 PITCH8/12 PITCH8/12 PITCH3/12 PITCH3/12 PITCH3/12 PITCH3/12 PITCH 3/12 PITCH3/12 PITCH3/12 PITCH3/12 PITCH3/12 PITCH3/12 PITCH3/12 PITCH3/12 PITCH2A-3012A-3011A-3011A-3013 1/8"3 1/8"3 1/8"3 1/8" X X X X 9"9"9"9"
GLULAM 24F-V4GLULAM 24F-V4GLULAM 24F-V4GLULAM 24F-V4
3 1/8"3 1/8"3 1/8"3 1/8" X X X X 9"9"9"9"
GLULAM 24F-V4GLULAM 24F-V4GLULAM 24F-V4GLULAM 24F-V4
9-1/2 LVL OR9-1/2 LVL OR9-1/2 LVL OR9-1/2 LVL OR
(2) 2X8(2) 2X8(2) 2X8(2) 2X8
10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCH10/12 PITCHDADO 6X6 COLUMNSDADO 6X6 COLUMNSDADO 6X6 COLUMNSDADO 6X6 COLUMNSATTACH WITH (2)ATTACH WITH (2)ATTACH WITH (2)ATTACH WITH (2)1/8" THROUGH-BOLTS1/8" THROUGH-BOLTS1/8" THROUGH-BOLTS1/8" THROUGH-BOLTS
(TYP)(TYP)(TYP)(TYP)
1 ROOF LAYOUTROOF LAYOUTROOF LAYOUTROOF LAYOUT
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:
1. MANUFACTURED TRUSSES DESIGN PERMANUFACTURER.2. SIMPSON H1 TIES @ EA. TRUSS.3. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSESPLY TO MATCH PLY OF GIRDER TRUSS.4. PROVIDE ATTIC VENTILATION @ 1:150 OR LOCAL CODE.
5. 5/8 OSB DECKING 16 GAGE STAPLES 4/12 SPACING.
6. ICE /WATER BARRIER @ ALL EDGES, EVES, GABLES,
RIDGES & VALLEYS TO 24" OF INTERIOR DIMENSION.
7. #15 ROOFING FELT MINIMUM.8. DRIP EDGE & SHINGLES/METAL PER OWNER/BUILDER.9. FASCIA/SOFFIT TO MATCH SIDING.DRAWN BY:CHK'D BY:WBSPLOT DATE:8/31/2020ENGINEER: RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEROOF FRAMINGSHEET TITLE:S-401
PLN# 20-02-0231066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCCopyright 2016 | Southfork Engineering | All Rights Reserved. PRELIMINARY NOT FOR CONSTRUCTIONSarmiento Residence5126 S. HWY 191REXBURG, ID. 83440
Below Frost6" Min1
5
4
3
2
7
6
8
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - FOOTING, SEE PLAN AND SCHEDULE FOR
SIZE AND REINF.2 - CONCRETE WALL
3 - CONCRETE SLAB4 - CONT. SILL PLATE AND ANCHOR BOLTS
5 - WALL STUDS6 - WALL SHEATHING7 - REQ'D PANEL EDGE NAILING8 - J-BOLTS SIZE/TYPE PER PLAN
6
66
61
48
1
7
2
13
3 4
5
3
132
4
5
EXTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING ATWALL INTERSECTION
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - EDGE NAILING PER SHEAR WALL SCHEDULE.
2 - WALL SHEATHING AS OCCURS.3 - LOCATION OF STRAP AT END OF SHEAR WALL, SEE PLAN FOR TYPE OF STRAP.4 - FULL HEIGHT WOOD STUD TYP.
5 - 16d FACE NAIL AT 16" O.C.6 - DISTANCE FROM CORNERS TO CENTER OF STRAP EQUALS WIDTH OF WALL (MAX.)7 - 16d FACE NAIL AT 6" O.C. 1
2
3
4
5
6
7
8
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - ROOF FINISH PER OWNER/BUILDER.
OVER MIN #15 ROOFING FELT.
2 - OSB SHEETING
3 - MIN 2' ICE & WATER SHIELD
4 - DRIP LEDGE5 - SUB FACIA6 - SOFFIT7 - WALL FINISH PER OWNER/BUILDER8 - OSB WALL SHEETING
1111
2222
3333
4444
55556666
7777
88889999
10101010
11111111
12121212
CEILING OF NEXT LEVEL
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - 6'8" HEAD CLEARANCE ENTIRETY OF STAIRS
2 - HANDRAIL 36" FROM STAIR NOISING
3 - 7-3/4" MAX RISE
4 - 10" MIN RUN5 - 2X CLEAT. PRESSURE TREATED IF FLOOR ISCONCRETE6 - DRY WALL7 - LVL STRINGER
8 - SIMPSON SLOPABLE HANGER
9- FLOOR FRAMING
10 - RIM BOARD
11 - LVL DROPPED TO MATCH STRINGERS
12 - FILLER BLOCK
1111
2222
3333 2222
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - FLOOR JOISTS PER MANUFACTURER (TYP)
2 - ACCESS TO BE LOCATED IN FLOOR
FRAMING OR FND WALL. ACCESS LOCATION
T.B.D. PER OWNER BUILDER.
3 - IF ACCESS IS BELOW GRADE AN AREAWAY OF NO LESS THAN 16"X24" SHALL BE
PROVIDED AND IS TO BE BELOW THE
THRESHOLD OF THE ACCESS OPENING
7
8
4
6
531212 4 91110
8
6
OPTION 1 OPTION 2
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER
2 - 2x8 (MIN) CONT BEARING PLATE.3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILS
MIN.4 - ROOF SHEATHING5 - 2x OVERBUILD FRAMING6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BECENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT.8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OFOVER-BUILD).9 - PREFABRICATED OVERBUILD ROOF TRUSSES @ 24" O.C.10 - (3) 16d NAILS INTO EACH ROOF FRAMING MEMBER.11 - 2x6 (MIN) CONT BEARING PLATE.
12 - EDGE NAILING 8d NAILS AT 4" O.C.
1 STUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
3 TYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTIONTYPICAL SHEAR SHEATHING @ WALL INTERSECTION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
2 ROOF EAVEROOF EAVEROOF EAVEROOF EAVE
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
4 TYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMING
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
5 CRAWL SPACE ACCESSCRAWL SPACE ACCESSCRAWL SPACE ACCESSCRAWL SPACE ACCESS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
7 ROOF OVERBUILDROOF OVERBUILDROOF OVERBUILDROOF OVERBUILD
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
GENERAL DETAILS:GENERAL DETAILS:GENERAL DETAILS:GENERAL DETAILS:
THESE DETAILS ARE PROVIDED FOR
THE BUILDERS CONVENIENCE, AND
ARE NOT NECESSARILY
APPLICABLE IN ALL BUILDINGS. IT IS
THE RESPONSIBILITY OF THE
BUILDER/CONTRACTOR TO CONTACT
THE ENGINEER OR DESIGNER FOR
CLARIFICATION OR ADDITIONAL
DETAILS IF NECESSARY.DRAWN BY:CHK'D BY:WBSPLOT DATE:8/31/2020ENGINEER: RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEDETAILSSHEET TITLE:R-101
PLN# 20-02-0231066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCCopyright 2016 | Southfork Engineering | All Rights Reserved. PRELIMINARY NOT FOR CONSTRUCTIONSarmiento Residence5126 S. HWY 191REXBURG, ID. 83440
DRW
DRWDWF
W.I.C.W.I.C.W.I.C.W.I.C.
ENTRYENTRYENTRYENTRY
1/21/21/21/2BATHBATHBATHBATHGUESTGUESTGUESTGUESTBATHBATHBATHBATH
LAUNDRYLAUNDRYLAUNDRYLAUNDRY
KITCHENKITCHENKITCHENKITCHEN
KITCHENKITCHENKITCHENKITCHEN
MASTERMASTERMASTERMASTER
BATHBATHBATHBATH
MUD ROOMMUD ROOMMUD ROOMMUD ROOM
PANTRYPANTRYPANTRYPANTRY
MECHMECHMECHMECH
3 CAR GARAGE3 CAR GARAGE3 CAR GARAGE3 CAR GARAGE
DININGDININGDININGDINING
SDSDSDSD
SDSDSDSD
SDSDSDSD
SDSDSDSD
SDSDSDSD
SDSDSDSD
SDSDSDSD
SUN ROOMSUN ROOMSUN ROOMSUN ROOM
11'-10" x 13'-0"11'-10" x 13'-0"11'-10" x 13'-0"11'-10" x 13'-0"
FLEX ROOMFLEX ROOMFLEX ROOMFLEX ROOM
12'-0" x 11'-6"12'-0" x 11'-6"12'-0" x 11'-6"12'-0" x 11'-6"
GREAT ROOMGREAT ROOMGREAT ROOMGREAT ROOM
19'-9" x 16'-7"19'-9" x 16'-7"19'-9" x 16'-7"19'-9" x 16'-7"
GUEST BEDROOMGUEST BEDROOMGUEST BEDROOMGUEST BEDROOM
12'-5" x 11'-10"12'-5" x 11'-10"12'-5" x 11'-10"12'-5" x 11'-10"
MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOM
16'-0" x 13'-0"16'-0" x 13'-0"16'-0" x 13'-0"16'-0" x 13'-0"
1 MAIN FLOOR MEPMAIN FLOOR MEPMAIN FLOOR MEPMAIN FLOOR MEP
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
MEP DRAWING NOTE:
1. These drawings are provided for the Mechanical, Electrical, and Plumbing contractors tomake notations and changes according to the direction of the homeowner and generalcontractor.2. It is the responsibility of the individual contractors to ensure that all trade-specific designis done according to the latest code standards and the homeowners preference3. The trade contractors shall present all material and fixture selections for homeowner
approval prior to purchase and installation
4. If the installation of any pipes, ductwork, wires or other material require modification of
the specified structure, the general contractor shall contact the structural engineer or
designer to verify that such modification will not negatively effect the strength of the
effected structural element
DRAWN BY:CHK'D BY:WBSPLOT DATE:8/31/2020ENGINEER: RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEMEP MARKUP PLANSHEET TITLE:E-101
PLN# 20-02-0231066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCCopyright 2016 | Southfork Engineering | All Rights Reserved. PRELIMINARY NOT FOR CONSTRUCTIONSarmiento Residence5126 S. HWY 191REXBURG, ID. 83440
BATHBATHBATHBATH
OPEN TO BELOWOPEN TO BELOWOPEN TO BELOWOPEN TO BELOW
BATHBATHBATHBATH
SDSDSDSD
SDSDSDSD
SDSDSDSD
SDSDSDSD
BEDROOM #3BEDROOM #3BEDROOM #3BEDROOM #3
14'-1" x 11'-1"14'-1" x 11'-1"14'-1" x 11'-1"14'-1" x 11'-1"
BEDROOM #2BEDROOM #2BEDROOM #2BEDROOM #2
12'-9" x 13'-7"12'-9" x 13'-7"12'-9" x 13'-7"12'-9" x 13'-7"
BEDROOM #4BEDROOM #4BEDROOM #4BEDROOM #4
12'-1" x 10'-7"12'-1" x 10'-7"12'-1" x 10'-7"12'-1" x 10'-7"
1 SECOND FLOOR MEPSECOND FLOOR MEPSECOND FLOOR MEPSECOND FLOOR MEP
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"DRAWN BY:CHK'D BY:WBSPLOT DATE:8/31/2020ENGINEER: RAY MCDOUGAL, PEDESCRIPTIONREVISION DATEMEP MARKUPSHEET TITLE:E-102
PLN# 20-02-0231066 North Yellowstone HwyRexburg, ID 83440www.southforkengineering.com208-852-6236South Fork Design Group, LLCCopyright 2016 | Southfork Engineering | All Rights Reserved. PRELIMINARY NOT FOR CONSTRUCTIONSarmiento Residence5126 S. HWY 191REXBURG, ID. 83440