HomeMy WebLinkAboutPLANS - 21-00670 - 1141 John Hancock - New SFRDR
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G-101
PLN# 21-08-KSK
7/23/2021
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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INDEX OF SHEETS
G-101
C-101
A-101
A-102
A-201
A-301
S-101
S-201
S-301
S-302
R-101
E-101
E-102
COVER SHEET
SITE
FLOOR PLANS
BASEMENT PLAN
ELEVATIONS
SECTIONS
FOUNDATION & ROOF
FLOOR FRAMING
WALL FRAMING
BASEMENT WALL FRAMING
DETAILS
MEP MARKUP PLAN
MEP MARKUP PLAN
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
SECOND FLOOR
MAIN FLOOR
AREA
1,331.46
946.00
2,277.46 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
GARAGE
BASEMENT
AREA
486.29
946.00
1,432.29 sq ft
DECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGE
ID
FRONT PORCH
AREA
87.71
87.71 sq ft
LOCATION: REXBURG, ID
SNOW LOAD: 35 PSF
WIND SPEED: 115 MPH
FROST DEPTH: 36"
SEISMIC: D1
REGULATION: IRC 2018
KOETTING RESIDENCEKOETTING RESIDENCEKOETTING RESIDENCEKOETTING RESIDENCE
N
16'16'16'16'1 8 '1 8 '1 8 '1 8 '
1 6 '-6
1 6 '-6
1 6 '-6
1 6 '-6 1 /4 "
1 /4 "1 /4 "1 /4 "
22' MAX.22' MAX.22' MAX.22' MAX.
FRONT SETBACK FRONT SETBACK FRONT SETBACK FRONT SETBACK
J O H N H A N C O C K A V E .
J O H N H A N C O C K A V E .
J O H N H A N C O C K A V E .
J O H N H A N C O C K A V E .
PROPOSEDPROPOSEDPROPOSEDPROPOSED
NEW HOMENEW HOMENEW HOMENEW HOME
15' REAR SETBACK15' REAR SETBACK15' REAR SETBACK15' REAR SETBACK
5' SID
E S
ETB
A
CK
5' SIDE S
ETB
A
CK
5' SIDE S
ETB
A
CK
5' SID
E S
ETB
A
CK
5' SIDE S
ETB
A
CK
5' SID
E S
ETB
A
C
K
5' SID
E S
ETB
A
C
K
5' SIDE S
ETB
A
CK
15151515 ' ' ' ' M I N . F R O N T
M I N . F R O N T
M I N . F R O N T
M I N . F R O N T S E T B A C K
S E T B A C K
S E T B A C K
S E T B A C K
4 1 .2 7 '
4 1 .2 7 '
4 1 .2 7 '
4 1 .2 7 '
3 4 .8 3 '
3 4 .8 3 '
3 4 .8 3 '
3 4 .8 3 '
14
4.57'
14
4.57'
14
4.57'
14
4.57'
2 1 .0 2
2 1 .0 2
2 1 .0 2
2 1 .0 2 ''''
52.72'52.72'52.72'52.72'
2 7 .5 3 '
2 7 .5 3 '
2 7 .5 3 '
2 7 .5 3 '
12
4.17'
12
4.17'
12
4.17'
12
4.17'
PARCEL #
RPRFNDR0030200
LOT 20 BLK 3
FOUNDERS SQUARE
0.22 ACRES
1 SITE PLANSITE PLANSITE PLANSITE PLAN
SCALE: SCALE: SCALE: SCALE: 1" = 10'1" = 10'1" = 10'1" = 10'
SITE PLAN NOTE:SITE PLAN NOTE:SITE PLAN NOTE:SITE PLAN NOTE:
1111.... SOUTH FORK DESIGN GROUP DOES NOT PROVIDE SURVEYINGSOUTH FORK DESIGN GROUP DOES NOT PROVIDE SURVEYINGSOUTH FORK DESIGN GROUP DOES NOT PROVIDE SURVEYINGSOUTH FORK DESIGN GROUP DOES NOT PROVIDE SURVEYING, , , , CIVILCIVILCIVILCIVIL
ENGINEERING OR GEO TECHNICAL ENGINEERINGENGINEERING OR GEO TECHNICAL ENGINEERINGENGINEERING OR GEO TECHNICAL ENGINEERINGENGINEERING OR GEO TECHNICAL ENGINEERING. . . . IT IS THE RESPONSIBILITY OF THEIT IS THE RESPONSIBILITY OF THEIT IS THE RESPONSIBILITY OF THEIT IS THE RESPONSIBILITY OF THE
OWNEROWNEROWNEROWNER////CONTRACTOR TO ACQUIRE THESE SERVICES IF APPLICABLECONTRACTOR TO ACQUIRE THESE SERVICES IF APPLICABLECONTRACTOR TO ACQUIRE THESE SERVICES IF APPLICABLECONTRACTOR TO ACQUIRE THESE SERVICES IF APPLICABLE....
2222.... UUUU....NNNN....OOOO. . . . THE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED FROM PUBLICTHE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED FROM PUBLICTHE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED FROM PUBLICTHE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED FROM PUBLIC
RECORD DOCUMENTS OR GIS SYSTEM INFORMATION AND MAY NOT BE EXACTRECORD DOCUMENTS OR GIS SYSTEM INFORMATION AND MAY NOT BE EXACTRECORD DOCUMENTS OR GIS SYSTEM INFORMATION AND MAY NOT BE EXACTRECORD DOCUMENTS OR GIS SYSTEM INFORMATION AND MAY NOT BE EXACT....
3333.... IT IS THE OWNERSIT IS THE OWNERSIT IS THE OWNERSIT IS THE OWNERS////CONTRACTORS RESPONSIBILITY TO OBTAIN NECESSARYCONTRACTORS RESPONSIBILITY TO OBTAIN NECESSARYCONTRACTORS RESPONSIBILITY TO OBTAIN NECESSARYCONTRACTORS RESPONSIBILITY TO OBTAIN NECESSARY
SURVEY DATASURVEY DATASURVEY DATASURVEY DATA, , , , INCLUDING TOPOGRAPHICAL INFORMATIONINCLUDING TOPOGRAPHICAL INFORMATIONINCLUDING TOPOGRAPHICAL INFORMATIONINCLUDING TOPOGRAPHICAL INFORMATION
4444.... LOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE CONTRACTOR PRIORLOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE CONTRACTOR PRIORLOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE CONTRACTOR PRIORLOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE CONTRACTOR PRIOR
TO EXCAVATIONTO EXCAVATIONTO EXCAVATIONTO EXCAVATION
5555.... WHERE SEPTIC ANDWHERE SEPTIC ANDWHERE SEPTIC ANDWHERE SEPTIC AND////OR FRESH WATER WELLS ARE NECESSARYOR FRESH WATER WELLS ARE NECESSARYOR FRESH WATER WELLS ARE NECESSARYOR FRESH WATER WELLS ARE NECESSARY, , , , PERMITSPERMITSPERMITSPERMITS
AND LOCATION SHOULD BE OBTAINED FROM THE AUTHORITY HAVING JURISDICTIONAND LOCATION SHOULD BE OBTAINED FROM THE AUTHORITY HAVING JURISDICTIONAND LOCATION SHOULD BE OBTAINED FROM THE AUTHORITY HAVING JURISDICTIONAND LOCATION SHOULD BE OBTAINED FROM THE AUTHORITY HAVING JURISDICTION
((((TYPICALLY HEALTH DEPTTYPICALLY HEALTH DEPTTYPICALLY HEALTH DEPTTYPICALLY HEALTH DEPT))))
6666.... INDICATED LOCATIONS OF SEPTICINDICATED LOCATIONS OF SEPTICINDICATED LOCATIONS OF SEPTICINDICATED LOCATIONS OF SEPTIC, , , , WELLWELLWELLWELL, , , , ANDANDANDAND////OR UTILITIES ARE ASSUMED OROR UTILITIES ARE ASSUMED OROR UTILITIES ARE ASSUMED OROR UTILITIES ARE ASSUMED OR
SUGGESTED AND SHOULD BE VERIFIED AND APPROVED BY THESUGGESTED AND SHOULD BE VERIFIED AND APPROVED BY THESUGGESTED AND SHOULD BE VERIFIED AND APPROVED BY THESUGGESTED AND SHOULD BE VERIFIED AND APPROVED BY THE
OWNEROWNEROWNEROWNER////CONTRACTOR AND THE AUTHORITY HAVING JURISDICTIONCONTRACTOR AND THE AUTHORITY HAVING JURISDICTIONCONTRACTOR AND THE AUTHORITY HAVING JURISDICTIONCONTRACTOR AND THE AUTHORITY HAVING JURISDICTION
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C-101
PLN# 21-08-KSK
12
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A-101
PLN# 21-08-KSK
7/23/2021
12
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STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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3
A
F
1
UP
UP
UP
UP
DW
E
D
D
H
1
FB
2
1
4
4 5 4
5
F
DOWN
38
'
38
'
38
'
38
'
40'40'40'40'
2
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1
PANTRYPANTRYPANTRYPANTRY
BATHBATHBATHBATH
OFFICEOFFICEOFFICEOFFICE
8'-9" x 10'-7"8'-9" x 10'-7"8'-9" x 10'-7"8'-9" x 10'-7"
KITCHENKITCHENKITCHENKITCHEN
13'-6" x 15'-0"13'-6" x 15'-0"13'-6" x 15'-0"13'-6" x 15'-0"
DININGDININGDININGDINING
10'-0" x 12'-9"10'-0" x 12'-9"10'-0" x 12'-9"10'-0" x 12'-9"
LIVINGLIVINGLIVINGLIVING
13'-2" x 19'-3"13'-2" x 19'-3"13'-2" x 19'-3"13'-2" x 19'-3"
2- CAR GARAGE2- CAR GARAGE2- CAR GARAGE2- CAR GARAGE
21'-6" x 21'-6"21'-6" x 21'-6"21'-6" x 21'-6"21'-6" x 21'-6"
40'40'40'40'
34
'
34
'
34
'
34
'
DOWN
G
G FC
F
4 4
F
5 5
5 5 46
6
4554
4
4
4
W
DR
2
A-
3
0
1
2
A-
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0
1
1
A-301
1
A-301
3
A-
3
0
1
3
A-
3
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1
MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOM
13'-1" x 15'-2"13'-1" x 15'-2"13'-1" x 15'-2"13'-1" x 15'-2"
LAUNDRYLAUNDRYLAUNDRYLAUNDRY
7'-11" x 10'-8"7'-11" x 10'-8"7'-11" x 10'-8"7'-11" x 10'-8"
W.I.CW.I.CW.I.CW.I.C
13'-2" x 6'-11"13'-2" x 6'-11"13'-2" x 6'-11"13'-2" x 6'-11"BED 1BED 1BED 1BED 1
10'-8" x 10'-8"10'-8" x 10'-8"10'-8" x 10'-8"10'-8" x 10'-8"
BED 2BED 2BED 2BED 2
10'-6" x 12'-4"10'-6" x 12'-4"10'-6" x 12'-4"10'-6" x 12'-4"
BED 3BED 3BED 3BED 3
10'-8" x 11'-4"10'-8" x 11'-4"10'-8" x 11'-4"10'-8" x 11'-4"
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
5
6
B1
B2
B3
QTY
3
1
1
11
8
2
3
2
2
LOCATION
Exterior
Exterior
Exterior
Interior
Interior
Interior
Interior
Interior
Interior
FIRE RATING DOOR
W
3'
6'
16'
2'-6"
3'
5'
3'
2'-6"
5'
HT
7'
7'
8'
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
SLIDING GLASS
GARAGE DOOR
FUTURE BASEMENT
FUTURE BASEMENT
FUTURE BASEMENT
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
SECOND FLOOR
MAIN FLOOR
AREA
1,331.46
946.00
2,277.46 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
GARAGE
BASEMENT
AREA
486.29
946.00
1,432.29 sq ft
DECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGE
ID
FRONT PORCH
AREA
87.71
87.71 sq ft
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
1
1
2
1
8
2
1
SIZE
W
3'
3'
3'
3'
4'
4'
6'
6'
HT
3'
3'-6"
4'
5'
5'
4'
4'
5'
NOTES
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"
2 SECOND LEVEL PLANSECOND LEVEL PLANSECOND LEVEL PLANSECOND LEVEL PLAN
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
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A-102
PLN# 21-08-KSK
7/23/2021
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
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F
F
F
B3
B1B1 B3B1B2
B2
UP
38
'
38
'
38
'
38
'
40'40'40'40'
MECH.MECH.MECH.MECH.BATHBATHBATHBATH
BASEMENT BED 1BASEMENT BED 1BASEMENT BED 1BASEMENT BED 1
12'-8" x 10'-2"12'-8" x 10'-2"12'-8" x 10'-2"12'-8" x 10'-2"
BASEMENT BED 2BASEMENT BED 2BASEMENT BED 2BASEMENT BED 2
11'-8" x 10'-2"11'-8" x 10'-2"11'-8" x 10'-2"11'-8" x 10'-2"
BASEMENT LIVINGBASEMENT LIVINGBASEMENT LIVINGBASEMENT LIVING
12'-7" x 20'-5"12'-7" x 20'-5"12'-7" x 20'-5"12'-7" x 20'-5"
2
A-
3
0
1
2
A-
3
0
1
1
A-301
1
A-301
3
A-
3
0
1
3
A-
3
0
1
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
5
6
B1
B2
B3
QTY
3
1
1
11
8
2
3
2
2
LOCATION
Exterior
Exterior
Exterior
Interior
Interior
Interior
Interior
Interior
Interior
FIRE RATING DOOR
W
3'
6'
16'
2'-6"
3'
5'
3'
2'-6"
5'
HT
7'
7'
8'
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
SLIDING GLASS
GARAGE DOOR
FUTURE BASEMENT
FUTURE BASEMENT
FUTURE BASEMENT
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
SECOND FLOOR
MAIN FLOOR
AREA
1,331.46
946.00
2,277.46 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
GARAGE
BASEMENT
AREA
486.29
946.00
1,432.29 sq ft
DECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGE
ID
FRONT PORCH
AREA
87.71
87.71 sq ft
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
1
1
2
1
8
2
1
SIZE
W
3'
3'
3'
3'
4'
4'
6'
6'
HT
3'
3'-6"
4'
5'
5'
4'
4'
5'
NOTES
1 FUTURE BASEMENT PLANFUTURE BASEMENT PLANFUTURE BASEMENT PLANFUTURE BASEMENT PLAN
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
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A-201
PLN# 21-08-KSK
7/23/2021
12
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26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT
512512
5
12
5
12
FFFFFFFFGGGG
HHHH
1111
3333
6
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6
12
6
12
FFFF
1111
AAAA
FFFF CCCC GGGG
2222
BBBBFFFF
6
12
6
12
6
12
DDDDEEEEDDDD
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 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"
3 REAR ELEVATIONREAR ELEVATIONREAR ELEVATIONREAR ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
4 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"
DR
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A-301
PLN# 21-08-KSK
7/23/2021
12
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-8'-10 1/8" TOP OF FOOTING-8'-10 1/8" TOP OF FOOTING-8'-10 1/8" TOP OF FOOTING-8'-10 1/8" TOP OF FOOTING
-5'-2 1/8" TOP OF FOOTING-5'-2 1/8" TOP OF FOOTING-5'-2 1/8" TOP OF FOOTING-5'-2 1/8" TOP OF FOOTING
-2' GARAGE SLAB-2' GARAGE SLAB-2' GARAGE SLAB-2' GARAGE SLAB
-1'-2 1/8" TOP OF FOUNDATION-1'-2 1/8" TOP OF FOUNDATION-1'-2 1/8" TOP OF FOUNDATION-1'-2 1/8" TOP OF FOUNDATION
8'-1 1/8" TOP OF WALL8'-1 1/8" TOP OF WALL8'-1 1/8" TOP OF WALL8'-1 1/8" TOP OF WALL
9'-1 3/4" SECOND FLOOR9'-1 3/4" SECOND FLOOR9'-1 3/4" SECOND FLOOR9'-1 3/4" SECOND FLOOR
26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT
7'-
9
1
/
2
"
7'
-
9
1
/
2
"
7'
-
9
1
/
2
"
7'-
9
1
/
2
"
8'
-
1
1
/
8
"
8'
-
1
1
/
8
"
8'
-
1
1
/
8
"
8'
-
1
1
/
8
"
8'
-
1
1
/
8
"
8'
-
1
1
/
8
"
8'
-
1
1
/
8
"
8'
-
1
1
/
8
"
10
'
-
1
1
/
8
"
10
'
-
1
1
/
8
"
10
'
-
1
1
/
8
"
10
'
-
1
1
/
8
"
MASTERMASTERMASTERMASTER
BEDROOMBEDROOMBEDROOMBEDROOM BED 2BED 2BED 2BED 2 BED BED BED BED 3333
LIVINGLIVINGLIVINGLIVING
UNFINISHED BASEMENTUNFINISHED BASEMENTUNFINISHED BASEMENTUNFINISHED BASEMENT
2-CAR2-CAR2-CAR2-CAR
GARAGEGARAGEGARAGEGARAGE
MANUFACTURED TRUSSESMANUFACTURED TRUSSESMANUFACTURED TRUSSESMANUFACTURED TRUSSES
6'
-
8
"
M
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N
.
6'
-
8
"
M
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.
6'
-
8
"
M
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8
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6'-
8
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M
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6'-
8
"
M
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6'-
8
"
M
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.
6'-
8
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M
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HE
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-8'-10 1/8" TOP OF FOOTING-8'-10 1/8" TOP OF FOOTING-8'-10 1/8" TOP OF FOOTING-8'-10 1/8" TOP OF FOOTING
-5'-2 1/8" TOP OF FOOTING-5'-2 1/8" TOP OF FOOTING-5'-2 1/8" TOP OF FOOTING-5'-2 1/8" TOP OF FOOTING
0" MAIN FLOOR0" MAIN FLOOR0" MAIN FLOOR0" MAIN FLOOR
8'-1 1/8" TOP OF WALL8'-1 1/8" TOP OF WALL8'-1 1/8" TOP OF WALL8'-1 1/8" TOP OF WALL
9'-1 3/4" SECOND FLOOR9'-1 3/4" SECOND FLOOR9'-1 3/4" SECOND FLOOR9'-1 3/4" SECOND FLOOR
20'-2 1/16" RIDGE20'-2 1/16" RIDGE20'-2 1/16" RIDGE20'-2 1/16" RIDGE
26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT26'-5/8" BUILDING HEIGHT
6
12
6
12
6
12
MANUFACTUREDMANUFACTUREDMANUFACTUREDMANUFACTURED
TRUSSES BYTRUSSES BYTRUSSES BYTRUSSES BY
MANUFACTURERMANUFACTURERMANUFACTURERMANUFACTURER
LAUNDRYLAUNDRYLAUNDRYLAUNDRY
KITCHENKITCHENKITCHENKITCHEN
UNFINISHED BASEMENTUNFINISHED BASEMENTUNFINISHED BASEMENTUNFINISHED BASEMENT
BEAM, SEE FLOOR FRAMINGBEAM, SEE FLOOR FRAMINGBEAM, SEE FLOOR FRAMINGBEAM, SEE FLOOR FRAMING
JOIST JOIST JOIST JOIST WEB STIFFENERWEB STIFFENERWEB STIFFENERWEB STIFFENER
MANUFACTUREDMANUFACTUREDMANUFACTUREDMANUFACTURED
TRUSSESTRUSSESTRUSSESTRUSSES
MANUFACTUREDMANUFACTUREDMANUFACTUREDMANUFACTURED
TRUSSES BYTRUSSES BYTRUSSES BYTRUSSES BY
MANUFACTURERMANUFACTURERMANUFACTURERMANUFACTURER
BED BED BED BED 1111
OFFICEOFFICEOFFICEOFFICE
GARAGEGARAGEGARAGEGARAGE
BED BED BED BED 3333
UNFINISHED BASEMENTUNFINISHED BASEMENTUNFINISHED BASEMENTUNFINISHED BASEMENT
1 CROSS SECTIONCROSS SECTIONCROSS SECTIONCROSS SECTION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
2 SECTION @ STAIRSSECTION @ STAIRSSECTION @ STAIRSSECTION @ STAIRS
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
3 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"
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S-101
PLN# 21-08-KSK
7/23/2021
12
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THESE PLANS ARE
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REENGINEERING IS REQUIRED.
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10
R-101
40'40'40'40'
38
'
38
'
38
'
38
'
20'-3"20'-3"20'-3"20'-3"19'-9"19'-9"19'-9"19'-9"
38
'
38
'
38
'
38
'
5'5'5'5'
33
'
33
'
33
'
33
'
17'-4"17'-4"17'-4"17'-4"22'-8"22'-8"22'-8"22'-8"
22
'
22
'
22
'
22
'
16
'
16
'
16
'
16
'
5'5'5'5'
17
'
17
'
17
'
17
'
16
'
16
'
16
'
16
'
22'22'22'22'
20
'
20
'
20
'
20
'
2'2'2'2'
11
'
11
'
11
'
11
'
5'5'5'5'
11'-5"11'-5"11'-5"11'-5"11'-3"11'-3"11'-3"11'-3"
40'40'40'40'
11
'
-
3
"
11
'
-
3
"
11
'
-
3
"
11
'
-
3
"
21
'
-
9
"
21
'
-
9
"
21
'
-
9
"
21
'
-
9
"
8" PORCH CAP W/ #8" PORCH CAP W/ #8" PORCH CAP W/ #8" PORCH CAP W/ #
4 BAR @ 16" O.C.4 BAR @ 16" O.C.4 BAR @ 16" O.C.4 BAR @ 16" O.C.
BOTH WAYSBOTH WAYSBOTH WAYSBOTH WAYS
3333
L1L1L1L1
L1L1L1L1
L1L1L1L1
FW
2
FW
2
FW
2
FW
2
FW2FW2FW2FW2
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
FW
2
FW
2
FW
2
FW
2
FW2FW2FW2FW2
FW2FW2FW2FW2
FW
2
FW
2
FW
2
FW
2
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
F4F4F4F4
F4F4F4F4
F4F4F4F4
F4F4F4F4
F4F4F4F4
F6F6F6F6
F6F6F6F6
F6F6F6F6
F6F6F6F6
F4F4F4F4
F6F6F6F6
3333
8" PORCH CAP W/ #8" PORCH CAP W/ #8" PORCH CAP W/ #8" PORCH CAP W/ #
4 BAR @ 16" O.C.4 BAR @ 16" O.C.4 BAR @ 16" O.C.4 BAR @ 16" O.C.
BOTH WAYSBOTH WAYSBOTH WAYSBOTH WAYS
1111 1111 1111 1111
2 2 2 2
22222222
2
A-
3
0
1
2
A-
3
0
1
1
A-301
1
A-301
3
A-
3
0
1
3
A-
3
0
1
4
R-101
2
A-
3
0
1
2
A-
3
0
1
1
A-301
1
A-301
3
A-
3
0
1
3
A-
3
0
1
MANUFACTURED TRUSSES BY MANUFACTURERMANUFACTURED TRUSSES BY MANUFACTURERMANUFACTURED TRUSSES BY MANUFACTURERMANUFACTURED TRUSSES BY MANUFACTURER
MONO-SLOPE TRUSSESMONO-SLOPE TRUSSESMONO-SLOPE TRUSSESMONO-SLOPE TRUSSES MANUFACTURED GABLE TRUSSESMANUFACTURED GABLE TRUSSESMANUFACTURED GABLE TRUSSESMANUFACTURED GABLE TRUSSES
GIRDER TRUSS PER MFR.GIRDER TRUSS PER MFR.GIRDER TRUSS PER MFR.GIRDER TRUSS PER MFR.
(3) 2X8(3) 2X8(3) 2X8(3) 2X8
ROOF OVERBUILD, TYP.ROOF OVERBUILD, TYP.ROOF OVERBUILD, TYP.ROOF OVERBUILD, TYP.
6
/
1
2
6
/
1
2
5/12
6
/
1
2
5/12
6
/
1
2
5/12 5/12
FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE
IDIDIDID
F4
F6
WIDTHWIDTHWIDTHWIDTH
18"
24"
DEPTHDEPTHDEPTHDEPTH
10"
10"
FOOTING TYPEFOOTING TYPEFOOTING TYPEFOOTING TYPE
CONTINUOUS FOOTING
CONTINUOUS FOOTING
FOOTING REBARFOOTING REBARFOOTING REBARFOOTING REBAR
(2) #4 BAR CONT.
(3) #4 BAR CONT.
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
---
---
FOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLS
WALL IDWALL IDWALL IDWALL ID
FW1
FW2
THICKTHICKTHICKTHICK
8"
8"
HEIGHTHEIGHTHEIGHTHEIGHT
4'
8'
VERT BARVERT BARVERT BARVERT BAR
#4
#4
VERT SPACINGVERT SPACINGVERT SPACINGVERT SPACING
24" O.C.
24" O.C.
HORIZ BARHORIZ BARHORIZ BARHORIZ BAR
#4
#4
HORIZ SPACINGHORIZ SPACINGHORIZ SPACINGHORIZ SPACING
24" O.C.
24" O.C.
BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"
(1)
(2)
J-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZE
5/8" W/7" EMBED
5/8" W/7" EMBED
J-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACING
48" O.C.
48" O.C.
LINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULE
IDIDIDID
L1
LINTEL TYPELINTEL TYPELINTEL TYPELINTEL TYPE
(2) #4 BARS TOP & BOTTOM
SIMPSON TIESSIMPSON TIESSIMPSON TIESSIMPSON TIES
SYMSYMSYMSYM IDIDIDID
1
2
3
####
4
3
2
TYPETYPETYPETYPE
HDU5
STHD10RJ
ABU66Z
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"
5 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"
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 FOUNDATION
3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT. ALL FOOTINGS TO BEAR ON APPROVED STRUCTURAL FILL OR UNDISTURBED 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 BUT MAY 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 ON THE 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.
ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:
1. MANUFACTURED TRUSSES DESIGN PER MANUFACTURER.
2. SIMPSON H1 TIES @ EA. TRUSS.
3. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSES PLY 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.
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S-201
PLN# 21-08-KSK
7/23/2021
12
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THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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17'-917'-917'-917'-93/4"3/4"3/4"3/4"
15
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15
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3/
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5'
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5/
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5/
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5/
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(3) 11-7/8" LVL(3) 11-7/8" LVL(3) 11-7/8" LVL(3) 11-7/8" LVL
(1) 11-7/8" LVL(1) 11-7/8" LVL(1) 11-7/8" LVL(1) 11-7/8" LVL
(1) 11-7/8" LVL(1) 11-7/8" LVL(1) 11-7/8" LVL(1) 11-7/8" LVLHUS 1.81/10HUS 1.81/10HUS 1.81/10HUS 1.81/10
11-7/8" BCI 6000 @ 16" O.C.11-7/8" BCI 6000 @ 16" O.C.11-7/8" BCI 6000 @ 16" O.C.11-7/8" BCI 6000 @ 16" O.C.
OVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKING
THROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INSTALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INSTALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INSTALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INSTALL PER
MANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" 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)
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16
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33
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22'-522'-522'-522'-51/2"1/2"1/2"1/2"
2
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5-1/8" X 25-1/2" 24F-V4 GLULAM BEAM5-1/8" X 25-1/2" 24F-V4 GLULAM BEAM5-1/8" X 25-1/2" 24F-V4 GLULAM BEAM5-1/8" X 25-1/2" 24F-V4 GLULAM BEAM
(3) 11-7/8" LVL(3) 11-7/8" LVL(3) 11-7/8" LVL(3) 11-7/8" LVL
(1) 11-7/8" LVL(1) 11-7/8" LVL(1) 11-7/8" LVL(1) 11-7/8" LVL
(1) 11-7/8" LVL(1) 11-7/8" LVL(1) 11-7/8" LVL(1) 11-7/8" LVLHUS 1.81/10HUS 1.81/10HUS 1.81/10HUS 1.81/10
PLYWOOD WEB STIFFENERSPLYWOOD WEB STIFFENERSPLYWOOD WEB STIFFENERSPLYWOOD WEB STIFFENERS
FOR FIRST 2' OF SPANFOR FIRST 2' OF SPANFOR FIRST 2' OF SPANFOR FIRST 2' OF SPAN
FLOOR JOISTS SIZE AND TYPE PER ENGINEERFLOOR JOISTS SIZE AND TYPE PER ENGINEERFLOOR JOISTS SIZE AND TYPE PER ENGINEERFLOOR JOISTS SIZE AND TYPE PER ENGINEER
PROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING ISPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING ISPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING ISPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING IS
REQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSBREQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSBREQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSBREQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSB
w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP)
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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 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"
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S-301
PLN# 21-08-KSK
7/23/2021
12
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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7"7"7"7"
4'-11"4'-11"4'-11"4'-11"4'-11"4'-11"4'-11"4'-11"4'-7"4'-7"4'-7"4'-7"3'3'3'3'10'-9"10'-9"10'-9"10'-9"11'-3"11'-3"11'-3"11'-3"
5'-6"5'-6"5'-6"5'-6"14'-9"14'-9"14'-9"14'-9"3'-9"3'-9"3'-9"3'-9"
12
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12
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12
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12
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8'8'8'8'
2'2'2'2'
11
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11
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11
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11
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8'8'8'8'
5'5'5'5'
5'5'5'5'
3'
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9
"
3'
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9
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3'
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9
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3'
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9
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4'-5"4'-5"4'-5"4'-5"4'-11"4'-11"4'-11"4'-11"
6'
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2
"
6'-
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6'-
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6'
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5'5'5'5'
3
A
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1
UP
UP
UP
UP
E
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2
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4
4 5 4
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40'40'40'40'
38
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38
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38
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38
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38
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38
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40'40'40'40'
10'-5"10'-5"10'-5"10'-5"7'-7"7'-7"7'-7"7'-7"22'22'22'22'
5'5'5'5'
33
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33
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33
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33
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22
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22
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11
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11
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24'24'24'24'6'-8"6'-8"6'-8"6'-8"9'-4"9'-4"9'-4"9'-4"
5'5'5'5'
17
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6'6'6'6'
13'-8"13'-8"13'-8"13'-8"4'-4"4'-4"4'-4"4'-4"6'6'6'6'6'-8"6'-8"6'-8"6'-8"5'-2"5'-2"5'-2"5'-2"4'-2"4'-2"4'-2"4'-2"
DOWN
12
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H1H1H1H1
H1H1H1H1
H3H3H3H3
H2H2H2H2
H2H2H2H2
H1H1H1H1
H1H1H1H1
H2H2H2H2
H1H1H1H1
H1H1H1H1
H2H2H2H2
H2H2H2H2
H2H2H2H2
H2H2H2H2
SW2SW2SW2SW2
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2
SW
2
SW
2
SW
2
SW
2
C2C2C2C2
C1C1C1C1
C5C5C5C5
C6C6C6C6 C6C6C6C6
C8C8C8C8 C8C8C8C8
C4C4C4C4 C4C4C4C4
PANTRYPANTRYPANTRYPANTRY
BATHBATHBATHBATH
OFFICEOFFICEOFFICEOFFICE
8'-9" x 10'-7"8'-9" x 10'-7"8'-9" x 10'-7"8'-9" x 10'-7"
KITCHENKITCHENKITCHENKITCHEN
13'-6" x 15'-0"13'-6" x 15'-0"13'-6" x 15'-0"13'-6" x 15'-0"
DININGDININGDININGDINING
10'-0" x 12'-9"10'-0" x 12'-9"10'-0" x 12'-9"10'-0" x 12'-9"
LIVINGLIVINGLIVINGLIVING
13'-2" x 19'-3"13'-2" x 19'-3"13'-2" x 19'-3"13'-2" x 19'-3"
2- CAR GARAGE2- CAR GARAGE2- CAR GARAGE2- CAR GARAGE
21'-6" x 21'-6"21'-6" x 21'-6"21'-6" x 21'-6"21'-6" x 21'-6"
4'4'4'4'
1'1'1'1'
12
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2
"
12
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2
"
12
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2
"
12
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2
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4'
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8
"
4'-
8
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4'-
8
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4'
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8
"
5'5'5'5'
11
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2
"
11
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2
"
11
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2
"
11
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2
"
5'-6"5'-6"5'-6"5'-6"8'-2"8'-2"8'-2"8'-2"6'-7"6'-7"6'-7"6'-7"1'-9"1'-9"1'-9"1'-9"6'-3"6'-3"6'-3"6'-3"4'-11"4'-11"4'-11"4'-11"
5'-6"5'-6"5'-6"5'-6"8'-2"8'-2"8'-2"8'-2"5'-85'-85'-85'-81/2"1/2"1/2"1/2"5'-9"5'-9"5'-9"5'-9"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"
40'40'40'40'
38
'
38
'
38
'
38
'
40'40'40'40'
34
'
34
'
34
'
34
'
13'-8"13'-8"13'-8"13'-8"8'-4"8'-4"8'-4"8'-4"6'-10"6'-10"6'-10"6'-10"11'-2"11'-2"11'-2"11'-2"
13'-8"13'-8"13'-8"13'-8"3'-103'-103'-103'-101/2"1/2"1/2"1/2"11'-511'-511'-511'-51/2"1/2"1/2"1/2"11'11'11'11'
1'1'1'1'
16
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16
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16
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16
'
9'
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3
"
9'
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3
"
9'
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3
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9'
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3
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7'
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9
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7'
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9
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7'
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9
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7'
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9
"
DOWN
G
G FC
F
4 4
F
5 5
5 5 46
6
4554
4
4
4
2
A-
3
0
1
2
A-
3
0
1
1
A-301
1
A-301
3
A-
3
0
1
3
A-
3
0
1
1'1'1'1'
5'
-
6
"
5'-
6
"
5'-
6
"
5'
-
6
"
6'
-
8
"
6'-
8
"
6'-
8
"
6'
-
8
"
2'-
5
"
2'
-
5
"
2'
-
5
"
2'-
5
"
2'
-
7
"
2'
-
7
"
2'
-
7
"
2'
-
7
"
4'
-
8
"
4'-
8
"
4'-
8
"
4'
-
8
"
3'
-
5
"
3'-
5
"
3'-
5
"
3'
-
5
"
1'-
1
1
"
1'
-
1
1
"
1'
-
1
1
"
1'-
1
1
"
5'
-
1
0
"
5'
-
1
0
"
5'
-
1
0
"
5'
-
1
0
"
6'-6"6'-6"6'-6"6'-6"3'3'3'3'4'4'4'4'4'-6"4'-6"4'-6"4'-6"4'4'4'4'2'-6"2'-6"2'-6"2'-6"4'-4"4'-4"4'-4"4'-4"6'6'6'6'5'-2"5'-2"5'-2"5'-2"
H2H2H2H2 H2H2H2H2
H2H2H2H2
H2H2H2H2
H1H1H1H1
H2H2H2H2
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2
SW2SW2SW2SW2
SW2SW2SW2SW2
C4C4C4C4 C4C4C4C4
MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOM
13'-1" x 15'-2"13'-1" x 15'-2"13'-1" x 15'-2"13'-1" x 15'-2"
LAUNDRYLAUNDRYLAUNDRYLAUNDRY
7'-11" x 10'-8"7'-11" x 10'-8"7'-11" x 10'-8"7'-11" x 10'-8"
W.I.CW.I.CW.I.CW.I.C
13'-2" x 6'-11"13'-2" x 6'-11"13'-2" x 6'-11"13'-2" x 6'-11"BED 1BED 1BED 1BED 1
10'-8" x 10'-8"10'-8" x 10'-8"10'-8" x 10'-8"10'-8" x 10'-8"
BED 2BED 2BED 2BED 2
10'-6" x 12'-4"10'-6" x 12'-4"10'-6" x 12'-4"10'-6" x 12'-4"
BED 3BED 3BED 3BED 3
10'-8" x 11'-4"10'-8" x 11'-4"10'-8" x 11'-4"10'-8" x 11'-4"
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
5
6
B1
B2
B3
QTY
3
1
1
11
8
2
3
2
2
LOCATION
Exterior
Exterior
Exterior
Interior
Interior
Interior
Interior
Interior
Interior
FIRE RATING DOOR
W
3'
6'
16'
2'-6"
3'
5'
3'
2'-6"
5'
HT
7'
7'
8'
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
SLIDING GLASS
GARAGE DOOR
FUTURE BASEMENT
FUTURE BASEMENT
FUTURE BASEMENT
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
SECOND FLOOR
MAIN FLOOR
AREA
1,331.46
946.00
2,277.46 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
GARAGE
BASEMENT
AREA
486.29
946.00
1,432.29 sq ft
DECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGE
ID
FRONT PORCH
AREA
87.71
87.71 sq ft
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
1
1
2
1
8
2
1
SIZE
W
3'
3'
3'
3'
4'
4'
6'
6'
HT
3'
3'-6"
4'
5'
5'
4'
4'
5'
NOTES
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H1
H2
H3
PLYPLYPLYPLY
2
2
2
SIZESIZESIZESIZE
2X8 SPF
2X10 SPF
1-3/4 x 9-1/2 MICROLAM
NOTENOTENOTENOTE
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
C2
C4
C5
C6
C8
MATERIALMATERIALMATERIALMATERIAL
(3) 2X4 SPF #2 OR BETTER
(4) 2X4 SPF #2 OR BETTER
(3) 2X6 SPF #2 OR BETTER
(4) 2X6 SPF #2 OR BETTER
(5) 2X6 SPF #2 OR BETTER
6X6 SPF #1 OR BETTER
SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE
IDIDIDID
SW2
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
TYPETYPETYPETYPE
7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD
1 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"
6 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 MANUFACTURER DOCUMENTATION.
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 RUN OF 10".
11. PROVIDE GUARD RAILS @ 36" FROM NOSING, AND HANDRAILS AT THE SAME.
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S-302
PLN# 21-08-KSK
7/23/2021
12
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2
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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17'-4"17'-4"17'-4"17'-4"22'-8"22'-8"22'-8"22'-8"
5'5'5'5'
21
'
-
6
"
21
'
-
6
"
21
'
-
6
"
21
'
-
6
"
11
'
-
6
"
11
'
-
6
"
11
'
-
6
"
11
'
-
6
"
6'6'6'6'5'-10"5'-10"5'-10"5'-10"2'-5"2'-5"2'-5"2'-5"12'-9"12'-9"12'-9"12'-9"13'13'13'13'
40'40'40'40'
22
'
22
'
22
'
22
'
4'
-
6
"
4'
-
6
"
4'
-
6
"
4'
-
6
"
11
'
-
6
"
11
'
-
6
"
11
'
-
6
"
11
'
-
6
"
38
'
38
'
38
'
38
'
38
'
38
'
38
'
38
'
40'40'40'40'
6'6'6'6'6'-9"6'-9"6'-9"6'-9"
6'
-
6
"
6'
-
6
"
6'
-
6
"
6'
-
6
"
5'5'5'5'
11
'
-
3
"
11
'
-
3
"
11
'
-
3
"
11
'
-
3
"
10
'
-
3
"
10
'
-
3
"
10
'
-
3
"
10
'
-
3
"
11
'
-
6
"
11
'
-
6
"
11
'
-
6
"
11
'
-
6
"
F
F
F
B3
B1B1 B3B1B2
B2
UP
6'-8"6'-8"6'-8"6'-8"5'-2"5'-2"5'-2"5'-2"2'-5"2'-5"2'-5"2'-5"12'-9"12'-9"12'-9"12'-9"4'-4"4'-4"4'-4"4'-4"8'-8"8'-8"8'-8"8'-8"
8"8"8"8"
7'
-
1
0
"
7'
-
1
0
"
7'
-
1
0
"
7'
-
1
0
"
2'
-
8
"
2'
-
8
"
2'
-
8
"
2'
-
8
"
C2C2C2C2
C1C1C1C1
MECH.MECH.MECH.MECH.BATHBATHBATHBATH
BASEMENT BED 1BASEMENT BED 1BASEMENT BED 1BASEMENT BED 1
12'-8" x 10'-2"12'-8" x 10'-2"12'-8" x 10'-2"12'-8" x 10'-2"
BASEMENT BED 2BASEMENT BED 2BASEMENT BED 2BASEMENT BED 2
11'-8" x 10'-2"11'-8" x 10'-2"11'-8" x 10'-2"11'-8" x 10'-2"
BASEMENT LIVINGBASEMENT LIVINGBASEMENT LIVINGBASEMENT LIVING
12'-7" x 20'-5"12'-7" x 20'-5"12'-7" x 20'-5"12'-7" x 20'-5"
2
A-
3
0
1
2
A-
3
0
1
1
A-301
1
A-301
3
A-
3
0
1
3
A-
3
0
1
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
5
6
B1
B2
B3
QTY
3
1
1
11
8
2
3
2
2
LOCATION
Exterior
Exterior
Exterior
Interior
Interior
Interior
Interior
Interior
Interior
FIRE RATING DOOR
W
3'
6'
16'
2'-6"
3'
5'
3'
2'-6"
5'
HT
7'
7'
8'
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
SLIDING GLASS
GARAGE DOOR
FUTURE BASEMENT
FUTURE BASEMENT
FUTURE BASEMENT
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
SECOND FLOOR
MAIN FLOOR
AREA
1,331.46
946.00
2,277.46 sq ft
UNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGEUNFINISHED SQUARE FOOTAGE
ID
GARAGE
BASEMENT
AREA
486.29
946.00
1,432.29 sq ft
DECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGE
ID
FRONT PORCH
AREA
87.71
87.71 sq ft
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
1
1
2
1
8
2
1
SIZE
W
3'
3'
3'
3'
4'
4'
6'
6'
HT
3'
3'-6"
4'
5'
5'
4'
4'
5'
NOTES
1111
2222
3333
4444
55556666
7777
88889999
10101010
11111111
12121212
14141414
13131313
CEILING OF NEXT LEVEL
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - 6'8" HEAD CLEARANCE ENTIRETY OF STAIRS
2 - HANDRAIL 36" VERTICALLY FROM STAIR
NOISING
3 - 7-3/4" MAX RISE
4 - 10" MIN RUN
5 - 2X CLEAT. PRESSURE TREATED IF FLOOR IS
CONCRETE
6 - DRY WALL
7 - LVL STRINGER
8 - SIMPSON SLOP ABLE HANGER
9- FLOOR FRAMING
10 - RIM BOARD
11 - LVL DROPPED TO MATCH STRINGERS
12 - FILLER BLOCK
13 - MAX 4" GAP
14 - 42" MIN GUARD RAIL
1
5
4
2
3
1
5
4
2
3
8
1
3
3
7
26
KEYNOTES
1 - WALL SHEATHING
2 - HOLDOWN
3 - WOOD STUD WALL
4 - CONCRETE WALL
5 - WOOD ATTACHMENT SEE
HOLDOWN MANUFACTURER
SPECIFICATIONS
6 - EDGE NAILING SEE SHEAR WALL
SCHEDULE
7 - WOOD POST SEE HOLDOWN
MANUFACTURER SPECIFICATIONS
8 - WOOD FLOOR JOIST
Section A Section B
PLAN VIEW
A
B
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H1
H2
H3
PLYPLYPLYPLY
2
2
2
SIZESIZESIZESIZE
2X8 SPF
2X10 SPF
1-3/4 x 9-1/2 MICROLAM
NOTENOTENOTENOTE
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
C2
C4
C5
C6
C8
MATERIALMATERIALMATERIALMATERIAL
(3) 2X4 SPF #2 OR BETTER
(4) 2X4 SPF #2 OR BETTER
(3) 2X6 SPF #2 OR BETTER
(4) 2X6 SPF #2 OR BETTER
(5) 2X6 SPF #2 OR BETTER
6X6 SPF #1 OR BETTER
SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE
IDIDIDID
SW2
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
TYPETYPETYPETYPE
7/16" OSB W/8d NAILS @ 4" O.C. PANEL EDGES & 12" O.C. FIELD
1 FUTURE BASEMENT WALL FRAMINGFUTURE BASEMENT WALL FRAMINGFUTURE BASEMENT WALL FRAMINGFUTURE BASEMENT WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
7 401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
8 501-TYPICAL STHD HOLDOWN501-TYPICAL STHD HOLDOWN501-TYPICAL STHD HOLDOWN501-TYPICAL STHD HOLDOWN
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
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 MANUFACTURER DOCUMENTATION.
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 RUN OF 10".
11. PROVIDE GUARD RAILS @ 36" FROM NOSING, AND HANDRAILS AT THE SAME.
DR
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R-101
PLN# 21-08-KSK
7/23/2021
12
7
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5
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6
2
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6
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4
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
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1
2
3
4
5
6
7
8
9
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 LEDGE
5 - SUB FACIA
6 - SOFFIT
7 - WALL FINISH PER OWNER/BUILDER
8 - OSB WALL SHEETING
9 - WATER RESISTANT BARRIER
7
8
4
6
531212 4 91110
8
6
OPTION 1OPTION 1OPTION 1OPTION 1 OPTION 2OPTION 2OPTION 2OPTION 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 SHEATHING
5 - 2x OVERBUILD FRAMING
6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER
7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE
CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT.
8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF
OVER-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.
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 SHEATHING
5 - 2x OVERBUILD FRAMING
6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER
7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE
CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT.
8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF
OVER-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
2
3
4
5
6 KEY NOTESKEY NOTESKEY NOTESKEY NOTES
1 - CONCRETE PORCH CAP
2 - REBAR TO EXTEND INTO CAP
3 - FRAME WALL
4 - FLOOR FRAMING
5 - FOUNDATION
6 - MOISTURE BARRIER
3
2
6
5
4
1
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - WALL SHEATHING
2 - 2X6 BLOCK NAILED TO STUDS
AND TRUSSES
3 - STUD WALL
4 - MANUFACTURED TRUSSES
5 - 2X6 LEDGER LEDGERLOK TO WALL
BLOCKING @ 8" 0.C.
6 - 2X8 BLOCKING (4) 16d NAILS
EACH STUD
4444
7777
1111
2222
3333
5555
8888
6666 KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - WALL SHEATHING
2 - 2X8 LEDGER
3 - SIMPSON LSSR HANGER
4 - 2X8 RAFTER
5 - 2X10 BLOCKING (4) 16d NAILS EACH SIDE
6 - (2) LEDGERLOK @ 16" O.C.
7 - STUD WALL
8 - HEADER BEAM (SEE ROOF FRAMING)
1111
1111
7777
44444444
5555
3333
6666
2222
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - SUB FASCIA
2 - SIMPSON LUS HANGERS (TYP)
3 - 2x OUTLOOKERS @ 24" O.C.
4 - MANUFACTURED TRUSSES
5 - GABLE TRUSS
6 - SIMPSON H2.5A (TYP)
7 - STUD WALL
4444
7777
1111
2222
3333
5555
8888
6666 KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - WALL SHEATHING
2 - 2X8 LEDGER
3 - SIMPSON LSSR HANGER
4 - 2X8 RAFTER
5 - 2X10 BLOCKING (4) 16d NAILS EACH SIDE
6 - (2) LEDGERLOK @ 16" O.C.
7 - STUD WALL
8 - HEADER BEAM (SEE ROOF FRAMING)
1
2
3
4
5
KEY NOTESKEY NOTESKEY NOTESKEY NOTES (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3)
1 - WINDOW WELL. MIN 36" CLEARANCE FROM
FOUNDATION WALL. 9 SQ. FT. MIN
2 - 44" MAX SILL HEIGHT ABOVE FINISHED FLOOR
3 - PERMANENT LADDER OR STEPS REQUIRED
WHEN DEPTH OF WINDOW WELL IS GREATER
THEN 44 INCHES
4 - EMERGENCY ESCAPE AND RESCUE OPENING
WITH SILL HEIGHT BELOW GRADE.
5 - 4" GRAVEL
Be
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F
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6"
M
i
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1
5
4
3
2
7
6
8
9
10
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - FOOTING, SEE FDN PLAN
2 - CONCRETE WALL, SEE FDN PLAN
3 - CONCRETE SLAB
4 - CONT. SILL PLATE AND ANCHOR BOLTS
5 - WALL STUDS, SEE WALL FRAMING PLAN
6 - WALL SHEATHING, SEE WALL FRAMING PLAN
7 - REQ'D PANEL EDGE NAILING
8 - ANCHOR BOLTS, SEE FDN PLAN
9 - SQUARE PLATE WASHERS
10 - SILL SEALER
BE
L
O
W
F
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O
S
T
1
6
3
7
4
8
5
2
9
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - FOOTING, SEE FDN PLAN
2 - ALL SPLICES TO HAVE 40 BAR DIA.
OVERLAP
3 - CONCRETE WALL, SEE FDN PLAN
4 - ANCHOR BOLTS, SEE FDN PLAN
5 - SILL SEALER
6 - CONT. SILL PLATE AND ANCHOR BOLTS
7 - REQ'D PANEL EDGE NAILING
8 - SQUARE PLATE WASHERS
9 - STANDARD HOOK, 12 BAR DIA. WET SET
ACCEPTABLE. HOOK HORIZONTAL REBAR
1 301-ROOF EAVE301-ROOF EAVE301-ROOF EAVE301-ROOF EAVE
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
4 302-ROOF OVERBUILD302-ROOF OVERBUILD302-ROOF OVERBUILD302-ROOF OVERBUILD
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
10 104-PORCH CAP LEDGE104-PORCH CAP LEDGE104-PORCH CAP LEDGE104-PORCH CAP LEDGE
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
11 303-MONO TRUSS-TO-WALL303-MONO TRUSS-TO-WALL303-MONO TRUSS-TO-WALL303-MONO TRUSS-TO-WALL
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
13 304-RAFTER-TO-WALL304-RAFTER-TO-WALL304-RAFTER-TO-WALL304-RAFTER-TO-WALL
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
14 305-OUTLOOKERS305-OUTLOOKERS305-OUTLOOKERS305-OUTLOOKERS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
16 304-RAFTER-TO-WALL304-RAFTER-TO-WALL304-RAFTER-TO-WALL304-RAFTER-TO-WALL
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
17 107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
18 101-STUD WALL TO CONCRETE WALL CONNECTION101-STUD WALL TO CONCRETE WALL CONNECTION101-STUD WALL TO CONCRETE WALL CONNECTION101-STUD WALL TO CONCRETE WALL CONNECTION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
19 109-FOUNDATION WALL109-FOUNDATION WALL109-FOUNDATION WALL109-FOUNDATION WALL
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
UP
UP
UP
UP
DWF
DOWN
PANTRYPANTRYPANTRYPANTRY
BATHBATHBATHBATH
OFFICEOFFICEOFFICEOFFICE
8'-9" x 10'-7"8'-9" x 10'-7"8'-9" x 10'-7"8'-9" x 10'-7"
KITCHENKITCHENKITCHENKITCHEN
13'-6" x 15'-0"13'-6" x 15'-0"13'-6" x 15'-0"13'-6" x 15'-0"
DININGDININGDININGDINING
10'-0" x 12'-9"10'-0" x 12'-9"10'-0" x 12'-9"10'-0" x 12'-9"
LIVINGLIVINGLIVINGLIVING
13'-2" x 19'-3"13'-2" x 19'-3"13'-2" x 19'-3"13'-2" x 19'-3"
2- CAR GARAGE2- CAR GARAGE2- CAR GARAGE2- CAR GARAGE
21'-6" x 21'-6"21'-6" x 21'-6"21'-6" x 21'-6"21'-6" x 21'-6"
DOWN
W
DR
MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOM
13'-1" x 15'-2"13'-1" x 15'-2"13'-1" x 15'-2"13'-1" x 15'-2"
LAUNDRYLAUNDRYLAUNDRYLAUNDRY
7'-11" x 10'-8"7'-11" x 10'-8"7'-11" x 10'-8"7'-11" x 10'-8"
W.I.CW.I.CW.I.CW.I.C
13'-2" x 6'-11"13'-2" x 6'-11"13'-2" x 6'-11"13'-2" x 6'-11"BED 1BED 1BED 1BED 1
10'-8" x 10'-8"10'-8" x 10'-8"10'-8" x 10'-8"10'-8" x 10'-8"
BED 2BED 2BED 2BED 2
10'-6" x 12'-4"10'-6" x 12'-4"10'-6" x 12'-4"10'-6" x 12'-4"
BED 3BED 3BED 3BED 3
10'-8" x 11'-4"10'-8" x 11'-4"10'-8" x 11'-4"10'-8" x 11'-4"
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"
2 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"
MEP DRAWING NOTE:
1. These drawings are provided for the Mechanical, Electrical, and Plumbing contractors to
make notations and changes according to the direction of the homeowner and general
contractor.
2. It is the responsibility of the individual contractors to ensure that all trade-specific design
is done according to the latest code standards and the homeowners preference
3. 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 DR
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UP
MECH.MECH.MECH.MECH.BATHBATHBATHBATH
BASEMENT BED 1BASEMENT BED 1BASEMENT BED 1BASEMENT BED 1
12'-8" x 10'-2"12'-8" x 10'-2"12'-8" x 10'-2"12'-8" x 10'-2"
BASEMENT BED 2BASEMENT BED 2BASEMENT BED 2BASEMENT BED 2
11'-8" x 10'-2"11'-8" x 10'-2"11'-8" x 10'-2"11'-8" x 10'-2"
BASEMENT LIVINGBASEMENT LIVINGBASEMENT LIVINGBASEMENT LIVING
12'-7" x 20'-5"12'-7" x 20'-5"12'-7" x 20'-5"12'-7" x 20'-5"
1 BASEMENT MEPBASEMENT MEPBASEMENT MEPBASEMENT 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 to
make notations and changes according to the direction of the homeowner and general
contractor.
2. It is the responsibility of the individual contractors to ensure that all trade-specific design
is done according to the latest code standards and the homeowners preference
3. 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 DR
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PLN# 21-08-KSK
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