HomeMy WebLinkAboutPLANS ENGINEERED - M19-00134 - Tingey -2442 Hendricks Cir - New SFRARCHITECTURAL PLANS
PROVIDED BY:
SOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGNSOUTH FORK DESIGN STRUCTURAL
DRAWINGS ARE SUPPLEMENTAL TO
ARCHITECTURAL PLANS. SOUTH FORK
DRAWINGS ASSUME DIMENSIONS ON
ARCHITECTURAL PLANS ARE CORRECT.
BUILDER TO VERIFY ALL DIMENSIONS.
IF ANY INFORMATION ON
ARCHITECTURAL PLANS CONFLICTS
WITH SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS, THE
SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
INDEX OF SHEETS
S-101
S-201
S-202
S-301
S-302
S-303
S-401
R-101
FOUNDATION
MAIN FLOOR FRAMING
UPPER FLOOR FRAMING
MAIN WALL FRAMING
BASEMENT WALL FRAMING
UPPER WALL FRAMING
ROOF FRAMING
DETAILS
52'-6"
F3F3F3F3
F3F3F3F3
F3F3F3F3
F3F3F3F3
F3F3F3F3
F3F3F3F3
F3F3F3F3
F3F3F3F3 F3F3F3F3
F3F3F3F3
F3F3F3F3
F3F3F3F3
F3F3F3F3
F3F3F3F3
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F2F2F2F2
F2F2F2F2
F2F2F2F2F2F2F2F2
F2F2F2F2
1
1
1
1
1
1
1
1
1
1
1
1
1
FW
2
FW
2
FW
2
FW
2
FW2FW2FW2FW2
FW2FW2FW2FW2
FW1FW1FW1FW1
FW2FW2FW2FW2
FW2FW2FW2FW2
FW
2
FW
2
FW
2
FW
2
FW2FW2FW2FW2
FW
2
FW
2
FW
2
FW
2
FW2FW2FW2FW2
FW1FW1FW1FW1
FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
8" CONCRETE
PORCH CAP
#4 BAR @
12" O.C. BOTH WAYS
F1F1F1F1
F1F1F1F1
FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE
IDIDIDID
F1
F2
F3
DEPTHDEPTHDEPTHDEPTH
8"
8"
8"
WIDTHWIDTHWIDTHWIDTH
16"
18"
20"
TYPETYPETYPETYPE
CONT
CONT
CONT
# OF BARS# OF BARS# OF BARS# OF BARS
(2)
(2)
(2)
BAR SIZEBAR SIZEBAR SIZEBAR SIZE
#4
#4
#4
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
---
---
---
SIMPSON TIESSIMPSON TIESSIMPSON TIESSIMPSON TIES
SYMSYMSYMSYM IDIDIDID
1
####
13
TYPETYPETYPETYPE
STHD10 OR HDU5
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.
5 FOUNDATION PLANFOUNDATION PLANFOUNDATION PLANFOUNDATION PLAN
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:
1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZE, REBAR SPACING, & J-BOLT/ ANCHOR
LOCATIONS.
2. PRESSURE TREATED SILL PLATE AT PERIMETER OF 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) POL YETHYLENE VAPOR RETARDER. CONTROL JOINTS @ 25'
O.C. MAX EA. DIR. OR CENTERED PER OWNER PREFERENCE.
LOCATION: MADISON CO.
SNOW LOAD: 35-PSF ROOF
WIND SPEED: 115-MPH
FROST DEPTH: 36-IN
SEISMIC: D1
REGULATION: IRC 2015
TINGEYTINGEYTINGEYTINGEY
RESIDENCERESIDENCERESIDENCERESIDENCE
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52'-6"
FB2FB2FB2FB2
FB2FB2FB2FB2
SIMPSON ITS (TYP)
FB1FB1FB1FB1
FB1FB1FB1FB1
SQUASH BLOCKS
AND WEB
STIFFENERS
4' BACKSPAN
2X8 @ 16" O.C.
DECK TO BE FLUSH WITH
TOP OF FOUNDATION
11-7/8" TJI 210 @ 16" O.C.
OVER PRESSURE TREATED SILL PLATE
3/4" T&G OSB w/ GLUE AND 10d RING SHANK
NAILS 3/12 SPACING (TYP)
FLOOR BEAMSFLOOR BEAMSFLOOR BEAMSFLOOR BEAMS
IDIDIDID
FB1
FB2
TYPETYPETYPETYPE
1-3/4" X 11-7/8" 1.9E MICROLAM
(2) 1-3/4" X 11-7/8" 1.9E MICROLAM
HANGERHANGERHANGERHANGER
NA
NA
NOTENOTENOTENOTE
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"
DR
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PLN# 19-05-006
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36
'
-
4
"
GIRDER TRUSSESGIRDER TRUSSES
2X12 @ 16" O.C.
OR
2X10 @ 12" O.C.
MATCH TRUSS BOTTOM CORD
SIMPSON HUS HANGERS
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# 19-05-006
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H1H1H1H1 H1H1H1H1 H1H1H1H1
H1H1H1H1H1H1H1H1
H1H1H1H1 H1H1H1H1 H1H1H1H1
H1H1H1H1
H1H1H1H1 H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1
H3H3H3H3
H3H3H3H3
H4H4H4H4
SUPPORTS
BETWEEN
WINDOWS
SUPPORTS
BETWEEN
WINDOWS
SUPPORTS
BETWEEN
WINDOWS
SUPPORTS
BETWEEN
WINDOWS
SUPPORTS
BETWEEN
WINDOWS
SUPPORTS
BETWEEN
WINDOWS
SUPPORTS
BETWEEN
WINDOWS
SWP1SWP1SWP1SWP1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SW
P
1
SWP1SWP1SWP1SWP1
SWP1SWP1SWP1SWP1 SWP1SWP1SWP1SWP1
SWP1SWP1SWP1SWP1
SWP1SWP1SWP1SWP1
SWP1SWP1SWP1SWP1
SWP1SWP1SWP1SWP1
P F W
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H1
H2
H3
H4
PLYPLYPLYPLY
2
2
2
1
SIZESIZESIZESIZE
2X10 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
5-1/8" x 10-1/2" 24F-V4
NOTENOTENOTENOTE
SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE
IDIDIDID
SWP1
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
STUDSSTUDSSTUDSSTUDS
2X6
O.C.O.C.O.C.O.C.
16"
SHEATINGSHEATINGSHEATINGSHEATING
7/16" OSB
FASTENINGFASTENINGFASTENINGFASTENING
8d NAILS
EDGESEDGESEDGESEDGES
4" O.C.
FIELDFIELDFIELDFIELD
8" O.C.
NOTESNOTESNOTESNOTES
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.
DR
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PLN# 19-05-006
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C1C1C1C1
C1C1C1C1
C1C1C1C1 C1C1C1C1
H1H1H1H1 H1H1H1H1
H2H2H2H2
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H1
H2
H3
H4
PLYPLYPLYPLY
2
2
2
1
SIZESIZESIZESIZE
2X10 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
5-1/8" x 10-1/2" 24F-V4
NOTENOTENOTENOTE
SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE
IDIDIDID
SWP1
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
STUDSSTUDSSTUDSSTUDS
2X6
O.C.O.C.O.C.O.C.
16"
SHEATINGSHEATINGSHEATINGSHEATING
7/16" OSB
FASTENINGFASTENINGFASTENINGFASTENING
8d NAILS
EDGESEDGESEDGESEDGES
4" O.C.
FIELDFIELDFIELDFIELD
8" O.C.
NOTESNOTESNOTESNOTES
1 LOWER LEVEL WALL FRAMINGLOWER LEVEL WALL FRAMINGLOWER LEVEL WALL FRAMINGLOWER 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# 19-05-006
10
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HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H1
H2
H3
H4
PLYPLYPLYPLY
2
2
2
1
SIZESIZESIZESIZE
2X10 SPF
1-3/4 x 9-1/2 MICROLAM
1-3/4 x 11-7/8 MICROLAM
5-1/8" x 10-1/2" 24F-V4
NOTENOTENOTENOTE
SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE
IDIDIDID
SWP1
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
STUDSSTUDSSTUDSSTUDS
2X6
O.C.O.C.O.C.O.C.
16"
SHEATINGSHEATINGSHEATINGSHEATING
7/16" OSB
FASTENINGFASTENINGFASTENINGFASTENING
8d NAILS
EDGESEDGESEDGESEDGES
4" O.C.
FIELDFIELDFIELDFIELD
8" O.C.
NOTESNOTESNOTESNOTES
1 UPPER LEVEL WALL FRAMINGUPPER LEVEL WALL FRAMINGUPPER LEVEL WALL FRAMINGUPPER 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-303
PLN# 19-05-006
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2X122X12
14" LVL
(2) 14" LVL
GIRDER TRUSSESGIRDER TRUSSESGIRDER TRUSSES
2X12 @
2' O.C.
2X12 @
2' O.C.
2X12 @
12" O.C.
SIMPSON
M1U1.81/14
(TYP)
SIMPSON
M1U3.56/14
(TYP)
3500-LB
POINT LOAD
1930-LB
POINT LOAD
2300-LB
POINT LOAD
TRUSSES BY
MANUFACTURER
2X6 PURLINS @ 2' O.C.
OVER STAIR WELL
1 ROOF LAYOUTROOF LAYOUTROOF LAYOUTROOF LAYOUT
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:
1. MANUFACTURED TRUSSES DESIGN 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 .DR
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S-401
PLN# 19-05-006
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6"
M
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n
1
5
4
3
2
7
6
8
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
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
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
2222
3333
4444
55556666
7777
88889999
10101010
11111111
12121212
CEILING OF NEXT LEVEL
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - 6'8" HEAD CLEARANCE ENTIRETY OF STAIRS
2 - HANDRAIL 36" FROM STAIR NOISING
3 - 7-3/4" MAX RISE
4 - 10" MIN 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
1111
2222
3333 2222
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - FLOOR JOISTS PER MANUFACTURER (TYP)
2 - ACCESS TO BE LOCATED IN FLOOR
FRAMING OR FND WALL. ACCESS LOCATION
T.B.D. PER OWNER BUILDER.
3 - IF ACCESS IS BELOW GRADE AN 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
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.
6
1
2
4
3
55
8
7
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - PONY WALL
2 - WALL SHEETING (SEE SWP SCHEDULE FOR
SIZING & FASTENING)
3 - FASTEN SHEATHING TO HEADER W/8d
COMMON OR GAL. BOX NAILS IN 3" GRID
PATTERN
4 - PORTAL HEADER (SEE HEADER SCHEDULE
FOR SIZE & TYPE)
5 - HOLD DOWNS (SEE FDN. PLAN)
6 - FLOOR FRAMING
7 - FOUNDATION WALL
8 - HEADER TO JACK-STUD STRAP PER TABLE
R602.10.6.4 ON BOTH SIDES OF OPENING
OPPOSITE SIDE OF SHEATHING
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
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
3 STUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTIONSTUD WALL TO CONCRETE WALL CONNECTION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
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 TYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMINGTYPICAL RESIDENTIAL STAIR FRAMING
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
6 CRAWL SPACE ACCESSCRAWL SPACE ACCESSCRAWL SPACE ACCESSCRAWL SPACE ACCESS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
7 ROOF OVERBUILDROOF OVERBUILDROOF OVERBUILDROOF OVERBUILD
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
8 PORTAL WALL FRAMEPORTAL WALL FRAMEPORTAL WALL FRAMEPORTAL WALL FRAME
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# 19-05-006
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