HomeMy WebLinkAboutPLANS REVISED - 20-00489 - Rockwell House - 4 plexDR
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G-101
PLN# 20-02-006
7/7/2020
10
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
INDEX OF SHEETS
G-101
A-101
A-102
A-201
A-301
S-101
S-201
S-301
S-302
S-401
R-101
E-101
COVER SHEET
MAIN FLOOR
SECOND FLOOR
ELEVATIONS
SECTIONS
FOUNDATION
SECOND FLOOR FRAMING
WALL FRAMING
WALL FRAMING
ROOF FRAMING
DETAILS
MEP MARKUP PLAN
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
UNIT A
UNIT B
UNIT C
UNIT D
AREA
1,085.12
908.11
912.88
1,192.38
4,098.49 sq ft
LOCATION: Rexburg ID
SNOW LOAD: 50 PSF
WIND SPEED: 115 MPH
FROST DEPTH: 36 INCH
SEISMIC: D-1
REGULATION: IRC 2015
431 S. 2ND W.431 S. 2ND W.431 S. 2ND W.431 S. 2ND W.
431 S. 2ND W. CODE REVIEW
BUILDING HEIGHT PEAK TO GRADE APX. 32.5'
TOTAL BUILDING SQ FT APX. 4098
2 STORIES ABOVE GRADE
USE GROUP R2
CONSTRUCTION TYPE VB
SPRINKLER REQUIRED - 903.2.8
FLOORS: 1/2 HR - 711.2.4.3
UNIT SEPERATION WALLS: 1/2 HR - 708.3 EXC. #2
SYSTEM TYPE - NFPA 13
UNDER STAIRS - 1/2" - 1011.7.3
DRAFTSTOP NOT REQ. - 718.3.2 EXC. #1
FIRE BLOCKING REQ - 718.2.3
SOUND RATING
WALL AND FLOOR STC RATING REQ
MIN, STC 50 FOR SEPERATION WALLS AND FLOORS - 1207.2
INSULATION
MATERIALS MEET THE REQUIREMENTS OF SECTION 720
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A-101
PLN# 20-02-006
7/7/2020
10
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
RERE
DW
D
W
A
A
A A AAAA
5
A
5
AAAAAA4
5
1 2
111
11
1
1
1 1 1
2 1
1
3
2
FF
DR
/
W
DR
W
F F
5
S-101
64'64'64'64'13'13'13'13'
33
'
-
6
"
33
'
-
6
"
33
'
-
6
"
33
'
-
6
"
21
'
-
6
"
21
'
-
6
"
21
'
-
6
"
21
'
-
6
"
5 '5 '5 '5 '
5 '5 '5 '5 '
5 '5 '5 '5 '
1
A-
3
0
1
1
A-
3
0
1
HSS 6X6x1/4HSS 6X6x1/4HSS 6X6x1/4HSS 6X6x1/4
SOUND RATINGSOUND RATINGSOUND RATINGSOUND RATING
PER 1207.2PER 1207.2PER 1207.2PER 1207.2
HSS 6X6x1/4HSS 6X6x1/4HSS 6X6x1/4HSS 6X6x1/4
KITCHENKITCHENKITCHENKITCHEN
BATHBATHBATHBATH
BATHBATHBATHBATH
KITCHENKITCHENKITCHENKITCHEN
BATHBATHBATHBATHADAADAADAADA
BATHBATHBATHBATH
FIREFIREFIREFIRE RISERRISERRISERRISER
ROOMROOMROOMROOM
TEMPERED GLASSTEMPERED GLASSTEMPERED GLASSTEMPERED GLASS TEMPERED GLASSTEMPERED GLASSTEMPERED GLASSTEMPERED GLASS
LIVING ROOMLIVING ROOMLIVING ROOMLIVING ROOM
14'-3" x 11'-10"14'-3" x 11'-10"14'-3" x 11'-10"14'-3" x 11'-10"
BEDROOM #1BEDROOM #1BEDROOM #1BEDROOM #1
8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"
BEDROOM #2BEDROOM #2BEDROOM #2BEDROOM #2
8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"
BEDROOM #3BEDROOM #3BEDROOM #3BEDROOM #3
8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"
BEDROOM #4BEDROOM #4BEDROOM #4BEDROOM #4
9'-1" x 7'-9"9'-1" x 7'-9"9'-1" x 7'-9"9'-1" x 7'-9"
LIVING ROOMLIVING ROOMLIVING ROOMLIVING ROOM
14'-3" x 12'-1"14'-3" x 12'-1"14'-3" x 12'-1"14'-3" x 12'-1"
BEDROOM #2BEDROOM #2BEDROOM #2BEDROOM #2
8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"
BEDROOM #3BEDROOM #3BEDROOM #3BEDROOM #3
8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"
BEDROOM #4BEDROOM #4BEDROOM #4BEDROOM #4
8'-6" x 8'-0"8'-6" x 8'-0"8'-6" x 8'-0"8'-6" x 8'-0"
BEDROOM #5BEDROOM #5BEDROOM #5BEDROOM #5
9'-0" x 7'-9"9'-0" x 7'-9"9'-0" x 7'-9"9'-0" x 7'-9"
BEDROOM #1BEDROOM #1BEDROOM #1BEDROOM #1
10'-0" x 8'-4"10'-0" x 8'-4"10'-0" x 8'-4"10'-0" x 8'-4"
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
QTY
33
TYPE
TBD
SIZE
W
2'-6"
HT
4'-6"
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
5
QTY
30
6
1
1
5
LOCATION
Interior
Interior
Interior
Exterior
Exterior
FIRE RATING DOOR
W
2'-6"
2'-8"
2'-10"
2'-8"
3'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
UNIT A
UNIT B
UNIT C
UNIT D
AREA
1,085.12
908.11
912.88
1,192.38
4,098.49 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"
DR
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A-102
PLN# 20-02-006
7/7/2020
10
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
RE
RE
DW
DW
1
A A AAAAA
A
A
A
AAAAA A
11111
111
5
12
1 1 1
1 1
1
5
AA
2
2
1
DR
/
W
DR
W
F F
F
F
1
A-
3
0
1
1
A-
3
0
1
72'-6"72'-6"72'-6"72'-6"
12
'
12
'
12
'
12
'
21
'
-
6
"
21
'
-
6
"
21
'
-
6
"
21
'
-
6
"
KITCHENKITCHENKITCHENKITCHEN
BATHBATHBATHBATH
BATHBATHBATHBATH
KITCHENKITCHENKITCHENKITCHEN
BATHBATHBATHBATH
BATHBATHBATHBATH
UTILITY/ATTICUTILITY/ATTICUTILITY/ATTICUTILITY/ATTIC
ACCESSACCESSACCESSACCESS
LIVING ROOMLIVING ROOMLIVING ROOMLIVING ROOM
14'-3" x 11'-10"14'-3" x 11'-10"14'-3" x 11'-10"14'-3" x 11'-10"
LIVING ROOMLIVING ROOMLIVING ROOMLIVING ROOM
14'-3" x 11'-10"14'-3" x 11'-10"14'-3" x 11'-10"14'-3" x 11'-10"
BEDROOM #1BEDROOM #1BEDROOM #1BEDROOM #1
8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"
BEDROOM #2BEDROOM #2BEDROOM #2BEDROOM #2
8'-7" x 8'-4"8'-7" x 8'-4"8'-7" x 8'-4"8'-7" x 8'-4"
BEDROOM #3BEDROOM #3BEDROOM #3BEDROOM #3
8'-7" x 8'-4"8'-7" x 8'-4"8'-7" x 8'-4"8'-7" x 8'-4"
BEDROOM #4BEDROOM #4BEDROOM #4BEDROOM #4
9'-0" x 7'-9"9'-0" x 7'-9"9'-0" x 7'-9"9'-0" x 7'-9"
BEDROOM #1BEDROOM #1BEDROOM #1BEDROOM #1
8'-8" x 8'-2"8'-8" x 8'-2"8'-8" x 8'-2"8'-8" x 8'-2"
BEDROOM #2BEDROOM #2BEDROOM #2BEDROOM #2
8'-8" x 8'-2"8'-8" x 8'-2"8'-8" x 8'-2"8'-8" x 8'-2"
BEDROOM #3BEDROOM #3BEDROOM #3BEDROOM #3
8'-8" x 8'-2"8'-8" x 8'-2"8'-8" x 8'-2"8'-8" x 8'-2"
BEDROOM #4BEDROOM #4BEDROOM #4BEDROOM #4
7'-10" x 10'-1"7'-10" x 10'-1"7'-10" x 10'-1"7'-10" x 10'-1"
BEDROOM #5BEDROOM #5BEDROOM #5BEDROOM #5
8'-7" x 8'-3"8'-7" x 8'-3"8'-7" x 8'-3"8'-7" x 8'-3"
BEDROOM #6BEDROOM #6BEDROOM #6BEDROOM #6
7'-10" x 10'-2"7'-10" x 10'-2"7'-10" x 10'-2"7'-10" x 10'-2"
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
QTY
33
TYPE
TBD
SIZE
W
2'-6"
HT
4'-6"
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
5
QTY
30
6
1
1
5
LOCATION
Interior
Interior
Interior
Exterior
Exterior
FIRE RATING DOOR
W
2'-6"
2'-8"
2'-10"
2'-8"
3'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
UNIT A
UNIT B
UNIT C
UNIT D
AREA
1,085.12
908.11
912.88
1,192.38
4,098.49 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"
DR
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A-201
PLN# 20-02-006
7/7/2020
10
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.6
12
6
12
6
12
1 SOUTH ELEVATIONSOUTH ELEVATIONSOUTH ELEVATIONSOUTH ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
2 NORTH ELEVATIONNORTH ELEVATIONNORTH ELEVATIONNORTH ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
3 EAST ELEVATIONEAST ELEVATIONEAST ELEVATIONEAST ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
4 WEST ELEVATIONWEST ELEVATIONWEST ELEVATIONWEST 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# 20-02-006
7/7/2020
10
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
9'
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9'
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9'
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9'
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9'
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9'
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9'
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8
"
MANUFACTURED TRUSSESMANUFACTURED TRUSSESMANUFACTURED TRUSSESMANUFACTURED TRUSSES
FINAL DESIGN PER MANUFACTURERFINAL DESIGN PER MANUFACTURERFINAL DESIGN PER MANUFACTURERFINAL DESIGN PER MANUFACTURER
6
12
HUBERWOOD ZIPHUBERWOOD ZIPHUBERWOOD ZIPHUBERWOOD ZIP
R-9 EXTERIORR-9 EXTERIORR-9 EXTERIORR-9 EXTERIOR
SHEATHING (TYP)SHEATHING (TYP)SHEATHING (TYP)SHEATHING (TYP)
SOUND RATINGSOUND RATINGSOUND RATINGSOUND RATING
PER 1207.2PER 1207.2PER 1207.2PER 1207.2 (TYP) (TYP) (TYP) (TYP)
CONCRETE WALL &CONCRETE WALL &CONCRETE WALL &CONCRETE WALL &
FOOTINGFOOTINGFOOTINGFOOTING. REBAR PER. REBAR PER. REBAR PER. REBAR PER
FOUNDATION PLAN.FOUNDATION PLAN.FOUNDATION PLAN.FOUNDATION PLAN.
RIDGID INSULATIONRIDGID INSULATIONRIDGID INSULATIONRIDGID INSULATIONRIDGID INSULATIONRIDGID INSULATIONRIDGID INSULATIONRIDGID INSULATION
EXTEND FLOOR JOISTSEXTEND FLOOR JOISTSEXTEND FLOOR JOISTSEXTEND FLOOR JOISTS
FOR EAVE SUPPORTFOR EAVE SUPPORTFOR EAVE SUPPORTFOR EAVE SUPPORT
(SEE DETIAL)(SEE DETIAL)(SEE DETIAL)(SEE DETIAL)
1 SECTIONSECTIONSECTIONSECTION
SCALE: SCALE: SCALE: SCALE: 3/8" = 1'-0"3/8" = 1'-0"3/8" = 1'-0"3/8" = 1'-0"
DR
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S-101
PLN# 20-02-006
7/7/2020
10
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
33
'
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33
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33
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33
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64'64'64'64'12'-7"12'-7"12'-7"12'-7"
33
'
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6
"
33
'
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6
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33
'
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6
"
33
'
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33
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33
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33
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64'64'64'64'
20
'
-
8
"
20
'
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8
"
20
'
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8
"
20
'
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8
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5"5"5"5"
72'-2
72'-2
72'-2
72'-27/8"7/8"7/8"7/8"
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
F2F2F2F2
F1F1F1F1
F3F3F3F3
F3F3F3F3
SQUARE PIER TO MATCHSQUARE PIER TO MATCHSQUARE PIER TO MATCHSQUARE PIER TO MATCH
SIZE OF SIZE OF SIZE OF SIZE OF VENEERVENEERVENEERVENEER COLUMN COLUMN COLUMN COLUMN
(4) #5 BARS, #3 TIES @(4) #5 BARS, #3 TIES @(4) #5 BARS, #3 TIES @(4) #5 BARS, #3 TIES @
6' O.C. (TYP 2 PLACES)6' O.C. (TYP 2 PLACES)6' O.C. (TYP 2 PLACES)6' O.C. (TYP 2 PLACES)
111111111111
1 1 1 1
1 1 1 1
1 1 1 1
4" THICK 4" THICK 4" THICK 4" THICK SLAB ON GRADESLAB ON GRADESLAB ON GRADESLAB ON GRADE
W/ #4 BAR @ 2' O.C. BOTH WAYSW/ #4 BAR @ 2' O.C. BOTH WAYSW/ #4 BAR @ 2' O.C. BOTH WAYSW/ #4 BAR @ 2' O.C. BOTH WAYS
1
A-
3
0
1
1
A-
3
0
1
FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE
IDIDIDID
CAB10
F1
F2
F3
DEPTHDEPTHDEPTHDEPTH
---
8"
10"
12"
WIDTHWIDTHWIDTHWIDTH
---
16"
20"
48"
TYPETYPETYPETYPE
CONTINUOUS FOOTING
CONTINUOUS FOOTING
CONTINUOUS FOOTING
48” X 48” X 12” SPREAD FOOTER
# OF BARS# OF BARS# OF BARS# OF BARS
(2)
(2)
(2)
8" REBAR MAT
BAR SIZEBAR SIZEBAR SIZEBAR SIZE
#4
#4
#4
#5
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
---
---
---
---
SIMPSON TIESSIMPSON TIESSIMPSON TIESSIMPSON TIES
SYMSYMSYMSYM IDIDIDID
1
####
6
TYPETYPETYPETYPE
STHD10RJ
FOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLS
WALL IDWALL IDWALL IDWALL ID
FW1
THICKTHICKTHICKTHICK
20"
HEIGHTHEIGHTHEIGHTHEIGHT
4'
VERT BARVERT BARVERT BARVERT BAR
#4
VERT SPACINGVERT SPACINGVERT SPACINGVERT SPACING
24" O.C.
BAR IN TOP & BOTTOM 12"BAR IN TOP & BOTTOM 12"BAR IN TOP & BOTTOM 12"BAR IN TOP & BOTTOM 12"
(2)
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.
16"16"16"16"
16"16"16"16"
1111
2222
3333
4444
5555
6666 7018 7018 7018 7018
1111
7777
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - HSS 6X6X1/4
2 - (4) 1" X 24" ANCHOR BOLTS
3 - ANCHOR NUTS
4 - LEVELING NUTS
5 - 24" CONCRETE BASE
6 - 3/4" STEEL PLATE
7 - (4) 1-1/8" DIA HOLES
1/4"1/4"1/4"1/4"
TOP VIEWTOP VIEWTOP VIEWTOP VIEW
3 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 STELL PLATE-TO-CONCRETESTELL PLATE-TO-CONCRETESTELL PLATE-TO-CONCRETESTELL PLATE-TO-CONCRETE
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
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.
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PLN# 20-02-006
7/7/2020
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STAMPED/ENGINEERED FOR
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LOCATION CHANGES
REENGINEERING IS REQUIRED.
1
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1
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1
1-3/4 X 14 LVL1-3/4 X 14 LVL1-3/4 X 14 LVL1-3/4 X 14 LVL
5-1/8 X 15-1/8 X 15-1/8 X 15-1/8 X 19999-1/2-1/2-1/2-1/2
GLULAMGLULAMGLULAMGLULAM
(2) 1 3/4 X 14 LVL(2) 1 3/4 X 14 LVL(2) 1 3/4 X 14 LVL(2) 1 3/4 X 14 LVL(2) 1 3/4 X 14 LVL(2) 1 3/4 X 14 LVL(2) 1 3/4 X 14 LVL(2) 1 3/4 X 14 LVL
1-3/4 X 14 LVL1-3/4 X 14 LVL1-3/4 X 14 LVL1-3/4 X 14 LVL (2) 1(2) 1(2) 1(2) 1-3/4 X 14 LVL-3/4 X 14 LVL-3/4 X 14 LVL-3/4 X 14 LVL
FLOOR DECKING TO LAPFLOOR DECKING TO LAPFLOOR DECKING TO LAPFLOOR DECKING TO LAP
BETWEEN SECTIONS BYBETWEEN SECTIONS BYBETWEEN SECTIONS BYBETWEEN SECTIONS BY
MIN OF 2'MIN OF 2'MIN OF 2'MIN OF 2'
SIMPSON ITSSIMPSON ITSSIMPSON ITSSIMPSON ITS
5-1/8 X 13-1/25-1/8 X 13-1/25-1/8 X 13-1/25-1/8 X 13-1/2
GLULAMGLULAMGLULAMGLULAM
5-1/8 X 13-1/25-1/8 X 13-1/25-1/8 X 13-1/25-1/8 X 13-1/2
GLULAMGLULAMGLULAMGLULAM
5-1/8 X 15-1/8 X 15-1/8 X 15-1/8 X 18 8 8 8 GLULAMGLULAMGLULAMGLULAM
CAN EXTEND INTO WALL ABOVECAN EXTEND INTO WALL ABOVECAN EXTEND INTO WALL ABOVECAN EXTEND INTO WALL ABOVE
1-3/4 X 14 LVL1-3/4 X 14 LVL1-3/4 X 14 LVL1-3/4 X 14 LVL
SIMPSON HUS1.81/10SIMPSON HUS1.81/10SIMPSON HUS1.81/10SIMPSON HUS1.81/10SIMPSON HUS1.81/10SIMPSON HUS1.81/10SIMPSON HUS1.81/10SIMPSON HUS1.81/10
14" TRUSS JOISTS 560 @ 16" O.C.14" TRUSS JOISTS 560 @ 16" O.C.14" TRUSS JOISTS 560 @ 16" O.C.14" TRUSS JOISTS 560 @ 16" O.C.
PROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARINGPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARINGPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARINGPROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING
IS REQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC.IS REQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC.IS REQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC.IS REQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC.
5/8" OR 5/8" OR 5/8" OR 5/8" OR 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)
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"
DR
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PLN# 20-02-006
7/7/2020
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REENGINEERING IS REQUIRED.
18
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18
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18
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18
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6
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15
'
15
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15
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15
'
4'-6"4'-6"4'-6"4'-6"5'-9"5'-9"5'-9"5'-9"7'-8"7'-8"7'-8"7'-8"7'-8"7'-8"7'-8"7'-8"8'-8"8'-8"8'-8"8'-8"8'-8"8'-8"8'-8"8'-8"7'-8"7'-8"7'-8"7'-8"7'-8"7'-8"7'-8"7'-8"5'-9"5'-9"5'-9"5'-9"
10'-6"10'-6"10'-6"10'-6"8'-10"8'-10"8'-10"8'-10"8'-10"8'-10"8'-10"8'-10"7'7'7'7'6'-6"6'-6"6'-6"6'-6"8'-10"8'-10"8'-10"8'-10"8'-10"8'-10"8'-10"8'-10"4'-8"4'-8"4'-8"4'-8"
A
A
A A AAAA
5
A
5
AAAAAA4
5
1 2
111
11
1
1
1 1 1
2 1
1
3
2
5
S-101
8'-8'-8'-8'-1/2"1/2"1/2"1/2"8'-10"8'-10"8'-10"8'-10"8'-11"8'-11"8'-11"8'-11"6'-8"6'-8"6'-8"6'-8"3'-93'-93'-93'-91/2"1/2"1/2"1/2"9'-1"9'-1"9'-1"9'-1"8'-9"8'-9"8'-9"8'-9"8'-11"8'-11"8'-11"8'-11"
8'-
1
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8'
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1
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8'
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1
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8'-
1
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11
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11
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11
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11
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64'64'64'64'13'13'13'13'
33
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33
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6
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33
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6
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33
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6
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12
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6
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12
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6
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12
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6
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12
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6
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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'
-
9
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7'
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9
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4'4'4'4'
8'
-
3
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8'
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3
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8'
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3
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8'
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3
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12
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6
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12
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6
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12
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6
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12
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21
'
21
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21
'
21
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33
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6
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33
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6
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33
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33
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"
64'64'64'64'
1'1'1'1'3'-53'-53'-53'-51/2"1/2"1/2"1/2"7'-17'-17'-17'-11/2"1/2"1/2"1/2"3'-10"3'-10"3'-10"3'-10"
1'-1"1'-1"1'-1"1'-1"
9'-99'-99'-99'-91/2"1/2"1/2"1/2"
4'-10"4'-10"4'-10"4'-10"6'-86'-86'-86'-81/2"1/2"1/2"1/2"5'-4"5'-4"5'-4"5'-4"5'-55'-55'-55'-53/4"3/4"3/4"3/4"3'-113'-113'-113'-111/4"1/4"1/4"1/4"
3'3'3'3'
3'3'3'3'
9'-4"9'-4"9'-4"9'-4"3'-6"3'-6"3'-6"3'-6"5'-115'-115'-115'-111/2"1/2"1/2"1/2"6'-9"6'-9"6'-9"6'-9"5'-65'-65'-65'-61/2"1/2"1/2"1/2"5'-2"5'-2"5'-2"5'-2"
5'
-
1
"
5'
-
1
"
5'
-
1
"
5'
-
1
"
2'-
7
"
2'
-
7
"
2'
-
7
"
2'-
7
"
3'-
1
1
"
3'
-
1
1
"
3'
-
1
1
"
3'-
1
1
"
8'
-
3
"
8'
-
3
"
8'
-
3
"
8'
-
3
"
2'-
1
2'
-
1
2'
-
1
2'-
1
1/
2
"
1/
2
"
1/
2
"
1/
2
"
17'-917'-917'-917'-91/2"1/2"1/2"1/2"8'-58'-58'-58'-51/2"1/2"1/2"1/2"
3'
-
8
"
3'
-
8
"
3'
-
8
"
3'
-
8
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
10
'
-
9
"
5'
-
7
"
5'-
7
"
5'-
7
"
5'
-
7
"
5'-
1
"
5'
-
1
"
5'
-
1
"
5'-
1
"
3'
-
2
"
3'-
2
"
3'-
2
"
3'
-
2
"
77'77'77'77'
1
A-
3
0
1
1
A-
3
0
1
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2
SW
2
SW
2
SW
2
SW
2
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2
SW2SW2SW2SW2
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1
H1H1H1H1 H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
HSS 6X6x1/4HSS 6X6x1/4HSS 6X6x1/4HSS 6X6x1/4
(4) 2x6(4) 2x6(4) 2x6(4) 2x6
((((3333) 2x6) 2x6) 2x6) 2x6 (4) 2x6(4) 2x6(4) 2x6(4) 2x6 (3) 2x(3) 2x(3) 2x(3) 2x4444 (4) 2x6(4) 2x6(4) 2x6(4) 2x6 (4) 2x6(4) 2x6(4) 2x6(4) 2x6 (4) 2x6(4) 2x6(4) 2x6(4) 2x6 (4) 2x6(4) 2x6(4) 2x6(4) 2x6 (3) 2x(3) 2x(3) 2x(3) 2x4444 (4) 2x6(4) 2x6(4) 2x6(4) 2x6
(4) 2x6(4) 2x6(4) 2x6(4) 2x6
4X4 MIN4X4 MIN4X4 MIN4X4 MIN
W/ BC4W/ BC4W/ BC4W/ BC4
HUBERWOOD ZIPHUBERWOOD ZIPHUBERWOOD ZIPHUBERWOOD ZIP
R-9 EXTERIORR-9 EXTERIORR-9 EXTERIORR-9 EXTERIOR
SHEATHING (TYP)SHEATHING (TYP)SHEATHING (TYP)SHEATHING (TYP)
SOUND RATINGSOUND RATINGSOUND RATINGSOUND RATING
PER 1207.2PER 1207.2PER 1207.2PER 1207.2
HSS 6X6x1/4HSS 6X6x1/4HSS 6X6x1/4HSS 6X6x1/4
KITCHENKITCHENKITCHENKITCHEN
BATHBATHBATHBATH
BATHBATHBATHBATH
KITCHENKITCHENKITCHENKITCHEN
BATHBATHBATHBATHADAADAADAADA
BATHBATHBATHBATH
FIREFIREFIREFIRE RISERRISERRISERRISER
ROOMROOMROOMROOM
TEMPERED GLASSTEMPERED GLASSTEMPERED GLASSTEMPERED GLASS TEMPERED GLASSTEMPERED GLASSTEMPERED GLASSTEMPERED GLASS
LIVING ROOMLIVING ROOMLIVING ROOMLIVING ROOM
14'-3" x 11'-10"14'-3" x 11'-10"14'-3" x 11'-10"14'-3" x 11'-10"
BEDROOM #1BEDROOM #1BEDROOM #1BEDROOM #1
8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"
BEDROOM #2BEDROOM #2BEDROOM #2BEDROOM #2
8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"
BEDROOM #3BEDROOM #3BEDROOM #3BEDROOM #3
8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"
BEDROOM #4BEDROOM #4BEDROOM #4BEDROOM #4
9'-1" x 7'-9"9'-1" x 7'-9"9'-1" x 7'-9"9'-1" x 7'-9"
LIVING ROOMLIVING ROOMLIVING ROOMLIVING ROOM
14'-3" x 12'-1"14'-3" x 12'-1"14'-3" x 12'-1"14'-3" x 12'-1"
BEDROOM #2BEDROOM #2BEDROOM #2BEDROOM #2
8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"
BEDROOM #3BEDROOM #3BEDROOM #3BEDROOM #3
8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"
BEDROOM #4BEDROOM #4BEDROOM #4BEDROOM #4
8'-6" x 8'-0"8'-6" x 8'-0"8'-6" x 8'-0"8'-6" x 8'-0"
BEDROOM #5BEDROOM #5BEDROOM #5BEDROOM #5
9'-0" x 7'-9"9'-0" x 7'-9"9'-0" x 7'-9"9'-0" x 7'-9"
BEDROOM #1BEDROOM #1BEDROOM #1BEDROOM #1
10'-0" x 8'-4"10'-0" x 8'-4"10'-0" x 8'-4"10'-0" x 8'-4"
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
NOTESNOTESNOTESNOTES
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
QTY
33
TYPE
TBD
SIZE
W
2'-6"
HT
4'-6"
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
5
QTY
30
6
1
1
5
LOCATION
Interior
Interior
Interior
Exterior
Exterior
FIRE RATING DOOR
W
2'-6"
2'-8"
2'-10"
2'-8"
3'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
3 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
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.
12. ENSURE TIMBER CONNECTIONS ARE ADEQUATELY
SUPPORT AND BRACED WHERE THEY CONNECT TO
THE LIGHT FRAME STRUCTURE.
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S-302
PLN# 20-02-006
7/7/2020
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
6'6'6'6'8'-10"8'-10"8'-10"8'-10"22'-4"22'-4"22'-4"22'-4"8'-10"8'-10"8'-10"8'-10"13'-4"13'-4"13'-4"13'-4"9'9'9'9'4'-2"4'-2"4'-2"4'-2"
4'
-
8
"
4'
-
8
"
4'
-
8
"
4'
-
8
"
12
'
-
1
"
12
'
-
1
"
12
'
-
1
"
12
'
-
1
"
12
'
-
1
"
12
'
-
1
"
12
'
-
1
"
12
'
-
1
"
4'
-
8
"
4'
-
8
"
4'
-
8
"
4'
-
8
"
1
5'-9"5'-9"5'-9"5'-9"7'-8"7'-8"7'-8"7'-8"7'-8"7'-8"7'-8"7'-8"8'-8"8'-8"8'-8"8'-8"8'-8"8'-8"8'-8"8'-8"7'-8"7'-8"7'-8"7'-8"7'-8"7'-8"7'-8"7'-8"5'-9"5'-9"5'-9"5'-9"2'-6"2'-6"2'-6"2'-6"6'-4"6'-4"6'-4"6'-4"4'-2"4'-2"4'-2"4'-2"
A A AAAAA
A
A
A
AAAAA A
11111
111
5
12
1 1 1
1 1
1
5
AA
2
2
1
1
A-
3
0
1
1
A-
3
0
1
72'-6"72'-6"72'-6"72'-6"
12
'
12
'
12
'
12
'
21
'
-
6
"
21
'
-
6
"
21
'
-
6
"
21
'
-
6
"
33
'
-
6
"
33
'
-
6
"
33
'
-
6
"
33
'
-
6
"
33
'
-
6
"
33
'
-
6
"
33
'
-
6
"
33
'
-
6
"
72'-6"72'-6"72'-6"72'-6"
26'-226'-226'-226'-21/2"1/2"1/2"1/2"5'-65'-65'-65'-61/2"1/2"1/2"1/2"9'-1"9'-1"9'-1"9'-1"8'-11"8'-11"8'-11"8'-11"1'-3"1'-3"1'-3"1'-3"3'-6"3'-6"3'-6"3'-6"8'-11"8'-11"8'-11"8'-11"8'-1"8'-1"8'-1"8'-1"
8'
-
7
8'-
7
8'-
7
8'
-
7
1/
2
"
1/
2
"
1/
2
"
1/
2
"
3'
-
1
1
"
3'-
1
1
"
3'-
1
1
"
3'
-
1
1
"
8'
-
1
"
8'
-
1
"
8'
-
1
"
8'
-
1
"
11
'
-
1
0
11
'
-
1
0
11
'
-
1
0
11
'
-
1
0
1/
2
"
1/
2
"
1/
2
"
1/
2
"
8'-118'-118'-118'-111/2"1/2"1/2"1/2"1'-7"1'-7"1'-7"1'-7"
3'-6"3'-6"3'-6"3'-6"8'-108'-108'-108'-101/2"1/2"1/2"1/2"3'-4"3'-4"3'-4"3'-4"
4'
-
8
4'
-
8
4'
-
8
4'
-
8
1/
2
"
1/
2
"
1/
2
"
1/
2
"
3'3'3'3'
3'-3'-3'-3'-1/2"1/2"1/2"1/2"
3'-3'-3'-3'-1/2"1/2"1/2"1/2"
8'-68'-68'-68'-61/2"1/2"1/2"1/2"8'-11"8'-11"8'-11"8'-11"8'-9"8'-9"8'-9"8'-9"5'-65'-65'-65'-61/2"1/2"1/2"1/2"26'-9"26'-9"26'-9"26'-9"
6'
-
1
1
6'
-
1
1
6'
-
1
1
6'
-
1
1
1/
2
"
1/
2
"
1/
2
"
1/
2
"
2'2'2'2'
6'
-
1
6'
-
1
6'
-
1
6'
-
1
1/
2
"
1/
2
"
1/
2
"
1/
2
"
3'3'3'3'
6'-86'-86'-86'-81/2"1/2"1/2"1/2"3'-103'-103'-103'-101/2"1/2"1/2"1/2"1'-3"1'-3"1'-3"1'-3"
2'-112'-112'-112'-111/2"1/2"1/2"1/2"3'-3'-3'-3'-1/2"1/2"1/2"1/2"
15
'
-
1
15
'
-
1
15
'
-
1
15
'
-
1
1/
2
"
1/
2
"
1/
2
"
1/
2
"
5'
-
1
"
5'
-
1
"
5'
-
1
"
5'
-
1
"
3'
-
1
0
"
3'
-
1
0
"
3'
-
1
0
"
3'
-
1
0
"
8'
-
6
"
8'
-
6
"
8'
-
6
"
8'
-
6
"
2'-112'-112'-112'-111/2"1/2"1/2"1/2"2'-11"2'-11"2'-11"2'-11"2'-11"2'-11"2'-11"2'-11"
3'-6"3'-6"3'-6"3'-6"
4'-24'-24'-24'-21/2"1/2"1/2"1/2"3'-11"3'-11"3'-11"3'-11"2'-92'-92'-92'-91/2"1/2"1/2"1/2"6'-5"6'-5"6'-5"6'-5"
3'
-
2
"
3'
-
2
"
3'
-
2
"
3'
-
2
"
5'
-
5
"
5'-
5
"
5'-
5
"
5'
-
5
"
3'
-
5
3'
-
5
3'
-
5
3'
-
5
1/
2
"
1/
2
"
1/
2
"
1/
2
"
1'-5"1'-5"1'-5"1'-5"3'-6"3'-6"3'-6"3'-6"8'-11"8'-11"8'-11"8'-11"8'-1"8'-1"8'-1"8'-1"
2'-11"2'-11"2'-11"2'-11"
3'3'3'3'
5'-
7
"
5'-
7
"
5'-
7
"
5'-
7
"
3'-
1
"
3'-
1
"
3'-
1
"
3'-
1
"
SW2SW2SW2SW2
SW
2
SW
2
SW
2
SW
2
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2
SW
2
SW
2
SW
2
SW
2
SW2SW2SW2SW2
H1H1H1H1 H1H1H1H1 H1H1H1H1
H1H1H1H1H1H1H1H1
H1H1H1H1H1H1H1H1
H1H1H1H1
H1H1H1H1H1H1H1H1 H1H1H1H1 H1H1H1H1
H1H1H1H1H1H1H1H1H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
HUBERWOOD ZIPHUBERWOOD ZIPHUBERWOOD ZIPHUBERWOOD ZIP
R-9 EXTERIORR-9 EXTERIORR-9 EXTERIORR-9 EXTERIOR
SHEATHING (TYP)SHEATHING (TYP)SHEATHING (TYP)SHEATHING (TYP)
KITCHENKITCHENKITCHENKITCHEN
BATHBATHBATHBATH
BATHBATHBATHBATH
KITCHENKITCHENKITCHENKITCHEN
BATHBATHBATHBATH
BATHBATHBATHBATH
UTILITY/ATTICUTILITY/ATTICUTILITY/ATTICUTILITY/ATTIC
ACCESSACCESSACCESSACCESS
LIVING ROOMLIVING ROOMLIVING ROOMLIVING ROOM
14'-3" x 11'-10"14'-3" x 11'-10"14'-3" x 11'-10"14'-3" x 11'-10"
LIVING ROOMLIVING ROOMLIVING ROOMLIVING ROOM
14'-3" x 11'-10"14'-3" x 11'-10"14'-3" x 11'-10"14'-3" x 11'-10"
BEDROOM #1BEDROOM #1BEDROOM #1BEDROOM #1
8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"8'-6" x 8'-4"
BEDROOM #2BEDROOM #2BEDROOM #2BEDROOM #2
8'-7" x 8'-4"8'-7" x 8'-4"8'-7" x 8'-4"8'-7" x 8'-4"
BEDROOM #3BEDROOM #3BEDROOM #3BEDROOM #3
8'-7" x 8'-4"8'-7" x 8'-4"8'-7" x 8'-4"8'-7" x 8'-4"
BEDROOM #4BEDROOM #4BEDROOM #4BEDROOM #4
9'-0" x 7'-9"9'-0" x 7'-9"9'-0" x 7'-9"9'-0" x 7'-9"
BEDROOM #1BEDROOM #1BEDROOM #1BEDROOM #1
8'-8" x 8'-2"8'-8" x 8'-2"8'-8" x 8'-2"8'-8" x 8'-2"
BEDROOM #2BEDROOM #2BEDROOM #2BEDROOM #2
8'-8" x 8'-2"8'-8" x 8'-2"8'-8" x 8'-2"8'-8" x 8'-2"
BEDROOM #3BEDROOM #3BEDROOM #3BEDROOM #3
8'-8" x 8'-2"8'-8" x 8'-2"8'-8" x 8'-2"8'-8" x 8'-2"
BEDROOM #4BEDROOM #4BEDROOM #4BEDROOM #4
7'-10" x 10'-1"7'-10" x 10'-1"7'-10" x 10'-1"7'-10" x 10'-1"
BEDROOM #5BEDROOM #5BEDROOM #5BEDROOM #5
8'-7" x 8'-3"8'-7" x 8'-3"8'-7" x 8'-3"8'-7" x 8'-3"
BEDROOM #6BEDROOM #6BEDROOM #6BEDROOM #6
7'-10" x 10'-2"7'-10" x 10'-2"7'-10" x 10'-2"7'-10" x 10'-2"
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
NOTESNOTESNOTESNOTES
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
QTY
33
TYPE
TBD
SIZE
W
2'-6"
HT
4'-6"
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
5
QTY
30
6
1
1
5
LOCATION
Interior
Interior
Interior
Exterior
Exterior
FIRE RATING DOOR
W
2'-6"
2'-8"
2'-10"
2'-8"
3'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
1 SECOND LEVEL WAALL FRAMINGSECOND LEVEL WAALL FRAMINGSECOND LEVEL WAALL FRAMINGSECOND LEVEL WAALL 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.
12. ENSURE TIMBER CONNECTIONS ARE ADEQUATELY
SUPPORT AND BRACED WHERE THEY CONNECT TO
THE LIGHT FRAME STRUCTURE.
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S-401
PLN# 20-02-006
7/7/2020
10
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
1
A-
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1
1
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3
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1
3-1/2 X 93-1/2 X 93-1/2 X 93-1/2 X 9
24F-V424F-V424F-V424F-V4
3-1/2 X 93-1/2 X 93-1/2 X 93-1/2 X 9
24F-V424F-V424F-V424F-V4
ATTIC ACCESSATTIC ACCESSATTIC ACCESSATTIC ACCESS
ATTICATTICATTICATTIC TRUSSES TRUSSES TRUSSES TRUSSES
TO ALLOW FOR SMALLTO ALLOW FOR SMALLTO ALLOW FOR SMALLTO ALLOW FOR SMALL
UTILITY ROOMUTILITY ROOMUTILITY ROOMUTILITY ROOM
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2
S-401
2
3
2 6 KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - CANTILEVER FLOOR JOIST
2 - STUD WALL
3 - 2X RAFTER
4 - BLOCKING
5 - (2) 16d NAILS
6 - 2X6 BLOCKING, (1) SDWC
SCREW PER STUD (2) 16d
NAILS FOR RAFTER-TO-BLOCKING
1
4
5
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"
2 MONO TRUSS @ WALLMONO TRUSS @ WALLMONO TRUSS @ WALLMONO TRUSS @ WALL
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
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.
6
6
6
6
1
48
1
7
2
13
3 4
5
3
132
4
5
EXTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT
WALL 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 LEDGE
5 - SUB FACIA
6 - SOFFIT
7 - WALL FINISH PER OWNER/BUILDER
8 - OSB WALL SHEETING
1111
6666
2222
4444
5555
3333
8888
8888
7777
CEILING OF NEXT LEVEL
KEYNOTES: IBC 1011, 1014, 1015KEYNOTES: IBC 1011, 1014, 1015KEYNOTES: IBC 1011, 1014, 1015KEYNOTES: IBC 1011, 1014, 1015
1 - 8" HEAD CLEARANCE ENTIRETY OF STAIRS
2 - HANDRAIL 34" MIN & 38" MAX FROM STAIR
NOISING. RETURN TO WALL TOP AND BOTTOM.
HANDRAIL PROVIDED ON EACH SIDE OF STAIR.
3 - 7" MAX RISE & 4" MIN RISE.
4 - MAX 4" GAP BETWEEN TREAD SLABS
5 - 11" MIN RUN FROM NOSE TO NOSE OF TREAD
6 - FLOOR FRAMING
7 - 42" MIN GUARD RAIL
8 - MAX 4" GAP
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 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.
8
732" TYP. WITH
SOLID BLOCKING
10 3 9
12
3
4
6
5
3
TYP. DOOROPENINGTYP. WINDOWOPENING
B
B
A
SECTION A
SECTION B
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - HEADER BEARING TRIMMERS OR HEADERS
2 - FULL HEIGHT STUD FLOOR TO FLOOR
3 - A.P.A. RATED WALL SHEATHING
4 - REQ'D PANEL EDGE NAILING
5 - COIL STRAP
6 - 2x FLAT BLOCKING
7 - HEADER AT DOOR OR WINDOW, TYP.
8 - CEILING OR FLOOR LINE
9 - FLOOR LINE
10 - SIMPSON CS16 COILED STRAP CUT TO
FIT EACH OPENING TOP AND BOTTOM
(TOP ONLY AT DOORS) FILL EVERY
OTHER NAIL HOLE WITH 8d COMMON
NAILS
2 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
4 ROOF EAVEROOF EAVEROOF EAVEROOF EAVE
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
5 COMMERCIAL STAIR DETAILCOMMERCIAL STAIR DETAILCOMMERCIAL STAIR DETAILCOMMERCIAL STAIR DETAIL
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
6 ROOF OVERBUILDROOF OVERBUILDROOF OVERBUILDROOF OVERBUILD
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
1 LATERAL TIES @ OPENINGSLATERAL TIES @ OPENINGSLATERAL TIES @ OPENINGSLATERAL TIES @ OPENINGS
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.
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R-101
PLN# 20-02-006
10
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RERE
DW
D
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FF
DR
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W
DR
W
F F
DRYWALL ALL LIDSDRYWALL ALL LIDSDRYWALL ALL LIDSDRYWALL ALL LIDS
IN CONCEALED SPACESIN CONCEALED SPACESIN CONCEALED SPACESIN CONCEALED SPACES
(TYP)(TYP)(TYP)(TYP)
DRYWALL ALL LIDSDRYWALL ALL LIDSDRYWALL ALL LIDSDRYWALL ALL LIDS
IN CONCEALED SPACESIN CONCEALED SPACESIN CONCEALED SPACESIN CONCEALED SPACES
(TYP)(TYP)(TYP)(TYP)
BATHROOM VENTBATHROOM VENTBATHROOM VENTBATHROOM VENT
(TYP ALL BATHS)(TYP ALL BATHS)(TYP ALL BATHS)(TYP ALL BATHS)
RE
RE
DW
DW
DR
/
W
DR
W
F F
F
F
DRYWALL ALL LIDSDRYWALL ALL LIDSDRYWALL ALL LIDSDRYWALL ALL LIDS
IN CONCEALED SPACESIN CONCEALED SPACESIN CONCEALED SPACESIN CONCEALED SPACES
(TYP)(TYP)(TYP)(TYP)
DRYWALL ALL LIDSDRYWALL ALL LIDSDRYWALL ALL LIDSDRYWALL ALL LIDS
IN CONCEALED SPACESIN CONCEALED SPACESIN CONCEALED SPACESIN CONCEALED SPACES
(TYP)(TYP)(TYP)(TYP)
DRYWALL ALL LIDSDRYWALL ALL LIDSDRYWALL ALL LIDSDRYWALL ALL LIDS
IN CONCEALED SPACESIN CONCEALED SPACESIN CONCEALED SPACESIN CONCEALED SPACES
(TYP)(TYP)(TYP)(TYP)
DRYWALL ALL LIDSDRYWALL ALL LIDSDRYWALL ALL LIDSDRYWALL ALL LIDS
IN CONCEALED SPACESIN CONCEALED SPACESIN CONCEALED SPACESIN CONCEALED SPACES
(TYP)(TYP)(TYP)(TYP)
BATHROOM VENTBATHROOM VENTBATHROOM VENTBATHROOM VENT
(TYP ALL BATHS)(TYP ALL BATHS)(TYP ALL BATHS)(TYP ALL BATHS)
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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E-101
PLN# 20-02-006
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