HomeMy WebLinkAboutPLANS - M19-00113 - 3780 Driftwood Dr - Sorensen - New SFRINDEX OF SHEETS
G-101
C-101
A-101
A-102
A-201
A-202
S-101
S-201
S-202
S-203
S-301
R-101
COVER SHEET
SITE
MAIN FLOOR
BONUS ROOM
ELEVATIONS
ELEVATIONS
FOUNDATION
FLOOR FRAMING
WALL FRAMING
WALL FRAMING
ROOF FRAMING
DETAILS
FINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
BONUS
AREA
2,283.37
1,194.89
3,478.26 sq ft
UNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
1,097.28
1,097.28 sq ft
LOCATION: MADISON COUNTY ID
SNOW LOAD: 35 PSF
WIND SPEED: 115 MPH
FROST DEPTH: 36 INCH
SEISMIC: D1
REGULATION: IRC 2015
THE RUBY
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BUILDING
ENVELOPE
SEPTIC
& REPLACEMENT
FIELD
WELL
100' FROM WELL
RIVER ROCK ESTATES
LOT 12
1 SITE PLAN
SCALE: 1/16" = 1'-0"
SITE PLAN NOTE:
1. U.N.O. THE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED FROM PUBLIC
RECORD DOCUMENTS OR GIS SYSTEM INFORMATION AND MAY NOT BE EXACT.
2. IT IS THE OWNERS/CONTRACTORS RESPONSIBILITY TO OBTAIN NECESSARY
SURVEY DATA, INCLUDING TOPOGRAPHICAL INFORMATION
3. LOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE CONTRACTOR PRIOR TO
EXCAVATION
4. WHERE SEPTIC AND/OR FRESH WATER WELLS ARE NECESSARY, PERMITS AND
LOCATION SHOULD BE OBTAINED FROM THE AUTHORITY HAVING JURISDICTION
(TYPICALLY HEALTH DEPT)
5. INDICATED LOCATIONS OF SEPTIC, WELL, AND/OR UTILITIES ARE ASSUMED OR
SUGGESTED AND SHOULD BE VERIFIED AND APPROVED BY THE OWNER/CONTRACTOR
AND THE AUTHORITY HAVING JURISDICTION
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D
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B B B
1
8 8
1
D
D F BB F6
1
E 6
C
4
1
2
2
1
1
1 7
75
F
A
B
1
3
1
1
1
2
1
8
6
1 F
DR W
89'
30
'
-
6
"
58
'
3
A -10
2
3
A -10
2
2
A-102
2
A-102
SHOWER
W.I.C.
PANTRY
LAUNDRY
1/2 BATH
MUD ROOM
COVERED PORCH
KITCHEN
DINING
GREAT ROOM
3 CAR GARAGE
BATH
MASTER
BATH
ENTRY
MASTER BEDROOM
17'-2" x 11'-1"
BEDROOM #2
10'-8" x 11'-6"
BEDROOM #3
10'-8" x 11'-6"OFFICE
10'-0" x 10'-11"
WINDOW SCHEDULE
ID
A
B
C
D
E
F
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
6
1
5
1
3
HEIGHT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
SIZE
W
3'
3'
4'
4'
4'
5'
HT
1'-6"
5'
3'
4'
5'
5'
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
QTY
13
7
1
2
1
3
2
3
LOCATION
Interior
Interior
Interior
Interior
Exterior
Exterior
Exterior
Exterior
FIRE RATING
FIRE RATED
FIRE RATED
DOOR
W
2'-6"
2'-8"
3'
5'
2'
3'
3'
9'
HT
6'-8"
6'-8"
6'-8"
6'-8"
2'
6'-8"
6'-8"
9'
NOTES FINISHED SQUARE FOOTAGE
ID
MAIN FLOOR
BONUS
AREA
2,283.37
1,194.89
3,478.26 sq ft
UNFINISHED SQUARE FOOTAGE
ID
GARAGE
AREA
1,097.28
1,097.28 sq ft
1 MAIN LEVEL PLAN
SCALE: 1/4" = 1'-0"
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2
2
2
4
2
3
A -10
2
3
A -10
2
2
A-102
2
A-102
APROX 4' HEAD HEIGHT
APROX 4' HEAD HEIGHT
APROX 5'-5"
HEAD HEIGHT
APROX 5'-5"
HEAD HEIGHT
APROX 5'-5"
HEAD HEIGHT
H1
H1
H1
APROX 6'-8" HEAD HEIGHT (TYP)
AP
R
O
X
6 '-8 "
HE
A
D
HE
I
G
H
T
(TY
P
)
FAMILY ROOM
BATH
BEDROOM #4
15'-11" x 11'-6"
BEDROOM #5
11'-6" x 15'-11"
9'-1 1/8"
PLATE HEIGHT
11'-8"
TRUSS HEEL
16'8'
BONUS TRUSS FINAL
DESIGN PER MANUFACTURER
BONUS
MASTER BEDROOM
MASTER
BATH
16'
8'
9'-1 1/8"
PLATE HEIGHT
11'-8"
TRUSS HEEL
9
12
BONUS TRUSS FINAL
DESIGN PER MANUFACTURER
GARAGE
BONUS
1 BONUS ROOM
SCALE: 1/4" = 1'-0"
2 SECTION @ MASTER/BONUS
SCALE: 1/4" = 1'-0"
3 SECTION @ GARAGE BONUS
SCALE: 1/4" = 1'-0"
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0"
MAIN FLOOR
9'-1 1/8"
PLATE HEIGHT
D
C
6
ED
8 8 8
9
12
9
12
BBB FB B
D
D
6
F
9
12
9
12
1 FRONT ELEVATION
SCALE: 1/4" = 1'-0"
2 REAR ELEVATION
SCALE: 1/4" = 1'-0"
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B
A
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D
6
9
12
312
6
12
1 RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
2 LEFT ELEVATION
SCALE: 1/4" = 1'-0"
DR
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:
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10
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S
47'28'14'
89'
2'
25
'
-
6
"
30
'
-
6
"
58
'
25
'
-
6
"
22
'
3'
-
6
"
13'21'13'28'14'
89'
8'12'8'7'7'
14
'
13
'
15
'
6'
4'
10
'
4'
8'
30
'
16
'
58
'
6'
2'
3"
16'15'-41/2"15'-41/2"
15
'
-
9
"
2X WALL 5/8"
REDHEAD ANCORS
@ 32" O.C.
2X WALL 5/8"
REDHEAD ANCORS
@ 32" O.C.
2X WALL 5/8"
REDHEAD ANCORS
@ 32" O.C.
F1
F2
F1
F2
F1
F2
F1
F1
F1
F1
F2
F1
F1
F2
F2
F1
F1
F1
F2
F3 F3 F3
1
1
1 1
2
2 2 2 2 2 2
2 22
2
FW
1
FW1
FW
1
FW1
FW
1
FW1
FW
1
FW1
FW
1
FW
1
FW1
FW1
FW1
FW
1 FW
1
FW1
FW1
FW
1
FW
1
FW1
FW
1
3 3 3
8" CONC. PORCH CAP #4 BARS @
12" O.C. BOTH WAYS
3
A -10
2
3
A -10
2
2
A-102
2
A-102
FOOTING SCHEDULE
ID
F1
F2
F3
DEPTH
8"
8"
---
WIDTH
16"
18"
---
TYPE
CONT
CONT
BIGFOOT 36
# OF BARS
(2)
(2)
(4)
BAR SIZE
#4
#4
#4
PIER (IF REQUIRED)
---
---
10" SONOTUBE (4) #4 BAR #3 TIES 8" O.C. W/ABU66Z
SIMPSON TIES
SYM ID
1
2
3
#
4
11
3
TYPE
STHD10RJ
HDU5
ABU66Z
FOUNDATION WALLS
WALL ID
FW1
THICK
8"
HEIGHT
4'
VERT BAR
#4
VERT SPACING
24" O.C.
HORIZ BAR
#4
HORIZ SPACING
24" O.C.
BAR IN TOP 12"
(1)
J-BOLT SIZE
5/8" W/7" EMBED
J-BOLT SPACING
48" O.C.
4 FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
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.
DR
A
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BY
:
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:
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11-7/8" LVL11-7/8" LVL11-7/8" LVL
SIMPSON
MIUI.56/11
SIMPSON
MIUI.56/11
11-7/8" TJI @ 16" O.C.
OVER PRESSURE TREATED SILL PLATE
3/4" T&G OSB w/ GLUE AND 10d RING SHANK
NAILS 3/12 SPACING (TYP)
NOTE TO FLOOR JOIST MANUFACTURER:
LAYOUT CONFLICT WITH PLUMBING, DESIGN TO
ACCOMMODATE TOILETS AS INDICATED ON PLANS
11-7/8" TJI @ 16" O.C.
OVER PRESSURE TREATED SILL PLATE
3/4" T&G OSB w/ GLUE AND 10d RING SHANK
NAILS 3/12 SPACING (TYP)
3
A -10
2
3
A -10
2
2
A-102
2
A-102
3 FIRST FLOOR FRAMING
SCALE: 1/4" = 1'-0"
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S-201
10
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2
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75
F
A
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47'28'
75'
5'-10"15'5'5'5'6'-2"5'2'-6"13'-4"7'5'-2"
2'
30
'
16
'
48
'
13'21'13'28'14'
89'
5'-10"7'-2"5'-11/2"10'-81/2"5'-2"5'-6"7'-6"8'12'8'7'7'
2'
56
'
58
'
22
'
3'
-
6
"
4'
-
5
"
6'
-
2
"
16
'
-
5
"
3'
-
6
"
4'
14
'
14'
11
'
-
7
"
5 '-7 1 /2 "
11
'-10
1 /2 "
10'-81/2"4'32'-31/2"4'-9"10'-4"4'-6"3'-5"4'-1"
2'
5 '-5 1 /2 "
1'
-
8
"
2'
-
2
"
13
'-1 1 /2 "
2'
4'
-
8
"
5'-8"5'-1/2"
1'-81/2"
10'-5"6'-1/2"1'-11"13'-8"
12
'-8 1 /2 "
5'
-
1
"
9 '-3 1 /2 "
2'
-
1
"
4 '-6 1 /2 "
11
'
-
2
"
4'-9"12'-6"3'-5"6'-5"
3 '-7 1 /2 "
3 '-2 1 /2 "
3'
-
5
"
2'
-
9
"
8'
-
5
"
5'-31/2"
6'
-
5
"
2'
-
2
"
3'
-
8
"
4'
-
5
"
13
'-4 1 /2 "
10'-61/2"4'-11/2"7'7'-21/2"
PORTAL FRAME WALL PORTAL FRAME WALL
3
A -10
2
3
A -10
2
2
A-102
2
A-102
H1
H1 H1H1
H1
H1
H1
H1
H1
H1 H1 H1
H2H1
H1
H1 H1
H1
H3
H3H3
H1
6X6 MIN
(TYP)
BWP1
BW
P
1
BWP1
BWP1
BW
P
1
BW
P
1
BWP1
BW
P
1
BW
P
1
BWP1
BW
P
1
BWP1
BWP1
BW
P
1
BWP1
BW
P
1
(4) 2X6
(4) 2X6
SHOWER
W.I.C.
PANTRY
LAUNDRY
1/2 BATH
MUD ROOM
COVERED PORCH
KITCHEN
DINING
GREAT ROOM
3 CAR GARAGE
BATH
MASTER
BATH
ENTRY
MASTER BEDROOM
17'-2" x 11'-1"
BEDROOM #2
10'-8" x 11'-6"
BEDROOM #3
10'-8" x 11'-6"OFFICE
10'-0" x 10'-11"
WINDOW SCHEDULE
ID
A
B
C
D
E
F
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
6
1
5
1
3
HEIGHT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
SIZE
W
3'
3'
4'
4'
4'
5'
HT
1'-6"
5'
3'
4'
5'
5'
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
QTY
13
7
1
2
1
3
2
3
LOCATION
Interior
Interior
Interior
Interior
Exterior
Exterior
Exterior
Exterior
FIRE RATING
FIRE RATED
FIRE RATED
DOOR
W
2'-6"
2'-8"
3'
5'
2'
3'
3'
9'
HT
6'-8"
6'-8"
6'-8"
6'-8"
2'
6'-8"
6'-8"
9'
NOTES
HEADERS
ID
H1
H2
H3
PLY
2
2
2
SIZE
2X10 SPF
2X12 SPF
1-3/4 x 11-7/8 MICROLAM
NOTE
1 MAIN LEVEL WALL FRAMING
SCALE: 1/4" = 1'-0"
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.
DR
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BY
:
CH
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:
S-202
10
6
6
No
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Ye
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2
2
2
4
2
3
A -10
2
3
A -10
2
2
A-102
2
A-102
8'8'
16'
24
'-1 /2 "
7'
-
9
"
3'
-
1
0
"
7'
-
5
"
2'
-
5
"
11
'-7 1 /2 "
10'-21/2"5'-91/2"
16'5'-3"2'-5"12'-4"
8'
-
6
"
7'
-
6
"
2'-21/2"
3'-21/2"
APROX 4' HEAD HEIGHT
APROX 4' HEAD HEIGHT
APROX 5'-5"
HEAD HEIGHT
APROX 5'-5"
HEAD HEIGHT
APROX 5'-5"
HEAD HEIGHT
H1
H1
H1
APROX 6'-8" HEAD HEIGHT (TYP)
AP
R
O
X
6 '-8 "
HE
A
D
HE
I
G
H
T
(TY
P
)
FAMILY ROOM
BATH
BEDROOM #4
15'-11" x 11'-6"
BEDROOM #5
11'-6" x 15'-11"
WINDOW SCHEDULE
ID
A
B
C
D
E
F
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
6
1
5
1
3
HEIGHT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
SIZE
W
3'
3'
4'
4'
4'
5'
HT
1'-6"
5'
3'
4'
5'
5'
NOTES
DOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
QTY
13
7
1
2
1
3
2
3
LOCATION
Interior
Interior
Interior
Interior
Exterior
Exterior
Exterior
Exterior
FIRE RATING
FIRE RATED
FIRE RATED
DOOR
W
2'-6"
2'-8"
3'
5'
2'
3'
3'
9'
HT
6'-8"
6'-8"
6'-8"
6'-8"
2'
6'-8"
6'-8"
9'
NOTES
HEADERS
ID
H1
H2
H3
PLY
2
2
2
SIZE
2X10 SPF
2X12 SPF
1-3/4 x 11-7/8 MICROLAM
NOTE
1 BONUS LEVEL WALL FRAMING
SCALE: 1/4" = 1'-0"
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.
DR
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BY
:
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S-203
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Pi
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Pi
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9/12 Pitch
9/12 Pitch 9/12 Pitch
3 /12
Pi
t
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9/12 Pitch
9/12 Pitch
9 /12
Pi
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9 /12
Pi
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9/12 Pitch
3
A -10
2
3
A -10
2
2
A-102
2
A-102
2x8 @ 16" O.C. MIN W/ SIMPSON LUS28 EACH SIDE
2X6 @ 16" O.C.
HEADER PER
ENGINEER
6X8 HEADER
5-1/8 X 12
24F-V4 W/
SIMPSON CBT4Z
SIMPSON
HUCQ612-SDS
GIRDER TRUSSGIRDER TRUSS
GIRDER TRUSS
1 ROOF LAYOUT
SCALE: 1/4" = 1'-0"
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.
3. PROVIDE ATTIC VENTILATION @ 1:150 OR LOCAL CODE.
4. 5/8 OSB DECKING 16 GAGE STAPLES 4/12 SPACING.
5. ICE /WATER BARRIER @ ALL EDGES, EVES, GABLES,
RIDGES & VALLEYS TO 24" OF INTERIOR DIMENSION.
6. #15 ROOFING FELT MINIMUM.
7. DRIP EDGE & SHINGLES/METAL PER OWNER/BUILDER.
8. FASCIA/SOFFIT TO MATCH SIDING.
DR
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:
S-301
10
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Be
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w
Fr
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s
t
6"
Mi
n
1
5
4
3
2
7
6
8
KEYNOTES
1 - FOOTING, SEE PLAN AND SCHEDULE FOR
SIZE AND REINF.
2 - CONCRETE WALL
3 - CONCRETE SLAB
4 - CONT. SILL PLATE AND ANCHOR BOLTS
5 - WALL STUDS
6 - WALL SHEATHING
7 - REQ'D PANEL EDGE NAILING
8 - J-BOLTS SIZE/TYPE PER PLAN
6
6
6
6
1
48
1
7
2
13
3 4
5
3
1
32
4
5
EXTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT CORNER
INTERIOR SHEATHING AT
WALL INTERSECTION
KEYNOTES
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:
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
1
2
3
4
56
7
89
10
11
12
CEILING OF NEXT LEVEL
KEYNOTES:
1 - 6'8" HEAD CLEARANCE ENTIRETY OF STAIRS
2 - HANDRAIL 36" 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 SLOPABLE HANGER
9- FLOOR FRAMING
10 - RIM BOARD
11 - LVL DROPPED TO MATCH STRINGERS
12 - FILLER BLOCK
1
2
3 2
KEYNOTES:
1 - FLOOR JOISTS PER MANUFACTURER (TYP)
2 - ACCESS TO BE LOCATED IN FLOOR
FRAMING OR FND WALL. ACCESS LOCATION
T.B.D. PER OWNER BUILDER.
3 - IF ACCESS IS BELOW GRADE AN AREA
WAY OF NO LESS THAN 16"X24" SHALL BE
PROVIDED AND IS TO BE BELOW THE
THRESHOLD OF THE ACCESS OPENING
7
8
4
6
531212 4 91110
8
6
OPTION 1
OPTION 2
KEYNOTES
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. DOOR
OPENING
TYP. WINDOW
OPENING
B
B
A
SECTION A
SECTION B
KEYNOTES
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
3 STUD WALL TO CONCRETE WALL CONNECTION
NOT TO SCALE
2 TYPICAL SHEAR SHEATHING @ WALL INTERSECTION
NOT TO SCALE
4 ROOF EAVE
NOT TO SCALE
5 TYPICAL RESIDENTIAL STAIR FRAMING
NOT TO SCALE
6 CRAWL SPACE ACCESS
NOT TO SCALE
7 ROOF OVERBUILD
NOT TO SCALE
1 LATERAL TIES @ OPENINGS
NOT TO SCALE
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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