HomeMy WebLinkAboutStamped Structural PlansL
24
24
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1
Simpson LUS26
Hanger.
Manufactured Scissor
Truss. See Detail 4/S-3.
Insulation Details per
Architectural
Drawings.
2
2x6 @ 16 c/c Overhang
Framing. Simpson H3
Flashing Hurricane Clips @ Truss &
Wall Connections (typ.)
2x6 Subfascia
Varies - See Arch. w/ 1x8 Fascia —
Soffit per
Arichtect/Owner.
— Dropped Gable End Truss (Detail
5/S-3) w/ 2x6 @ 16 c/c Overhang
Framing. Frame Sloping Wall to
Top of Dropped Truss. Simpson
H3 Hurricane Clips @ Truss &
Wall Connections (typ.)
1 North Gable End Eve
S-3 Scale: 1/2" = 1'-0
New
Addition
Simpson LUS26
Hanger.
Manufactured Scissor
Truss. See Detail 4/S-3.
Manufactured Dropped
Gable End Scissor
Truss. See Detail 5/S-3.
Simpson H3 Connector.
"•'Flashing
2x6 Subfascia
w/ 1x8 Fascia
Soffit per
Architect/Owner.
Existing
Structure
Cut Existing Gable
Framing Flush w/ Wall.
Existing Wall.
3 South Gable End Eve
S-3 Scale: 1/2" = 1'-0
Flashing
Varies - See Arch.
Dropped Gable
End Truss. See
Detail 5/S-3. —
Typical Header (2)
2x8 - Unless Noted
Otherwise (U.N.O.)
lm
Overframe
2x4 Wall @ 16" c/c. Nail to
Trusses Below. Simpson
H3 Clip to Gamble
Overframe Members.
Simpson H3
Connector to
Truss.
5%"x9" Glu -Lam
Beam, 24F -V1
Support Beam.
2 East Eve Gable End
S-3 Scale: 1/2" = 1'-0
Wall (typ.) 4 Main Truss
24"
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WaDropped Gable End Truss
S-3 Scale: 3/8" = 1'-0
LOADS:
DL = 15 psf
LLr = 15 psf
SL = 50 psf 12
4
M
24" 19'-62,. 24"
20'
2x6 Bearing
Wall (typ.) g E. Dropped Gable End Truss
S-3 Scale: 3/8" = 1'-0
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High Roof Framing - Garage & Entry Addition
SCALE: %" = 1'-0
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2
2" Bit. Expansion Strip Partially
Precut Strip Y4' Below Top Edge.
After Pour Remove 4" of Strip and
Fill Joint w/ Flexible Mastic.
Concrete Approach Slab Longitudinal
#4 @ 18" c/c (match stem wall)
Transverse #4 @12" c/c. Slope 4"/1'-0
Away From Garage.
4'
00 0
%" Bit. Expansion Strip Partially
�-0
U
Z_
ih U
Precut Strip /4 Below Top Edge.
2x6@16" c/c Bearing Wall on
0
P.T. 2x6 Plate w/ /" Ox9"
ih
#4 Vert. @ 18" c/c
°
Center in Wall. Extend
Fill Joint w/ Flexible Mastic.
Verticals 4'-6 Past TOW.
Fill Joint w/ Flexible Mastic.
GARAGE
4" Concrete Slab Set Over 4" of
Compacted Free Draining Gravel
(See Soils Report). See Architectural
Plans for Insulation. Install Slab Prior
to Backfilling Wall.
i Sloped Slab
TOS 98'-10 (@ Wall)
TOW 98'-2
—2" Rigid Foundation Insulation
per Architectural Dwgs.
TOF 96-2
— 18"x10" Continuous Footer w/ (3)
Horizontal #4 Bar Set 3" Above
Grade w/ #4 L Bars @ 18" c/c
(Alternate Direction). 8" Stem
Wall #4 Horizontal Bar @ 12" c/c
w/ (2) Continuous #4 Horizontal
Bars Set 3" Below TOW.
Garage Ent Slab
S-4 Scale: 1/2" = V-0
Slope Ground Away from Foundation Wall
w/ Properly Prepared and Compacted
Backfill per Recommendations of
Geotechnical Engineer. c --
20 Mil PVC Liner: Attach C°
Liner to Foundation Wall w/
Mastic or Other Approved
Waterproofing.
Free Draining Gravel: Minus 2'. _
Aggregate w/ 50% Min. Retained on
#4 Sieve and <2% Passing the #200
Sieve Per the Recommendations of
the Geotechnical Engineer. See
Geotech Report.
Non -Woven Geofabric Class 2
Continuously Wrapped Around
Gravel, Under Drain, and Up
Footing & Foundation Wall.
4" Perforated PVC Wrapped a>
with Geofabric. 1 % Min Slope
to Suitable Gravity Daylight to o U
Be Verified in the Field. a) m
COCN
L
ii
c c
U
20 Mil PVC Liner: W.M
End at Top of Pipe. @
>
a)
3
J
Invert
Install Drainpipe at
the Bottom of the j1
Wall Backfill. See c� 4" 4"
Soils Report. i int
1
_II Perimeter Drain Layout,
u Invert Elevations and
" Daylight Location by Others.
III_d8 •
.p
d
Properly Compacted Backfill.
See Soils Report & General
Structural Notes (S6) for
Drain Requirements (typ.)
:A.
Paint Bituminous
Waterproof Layer on
Exterior of All Foundation
Walls Below Grade (typ.).
° ' a
No Trenching for Pipe
Allowed in 1:1 Bearing Area.
5 Foundation Perimeter Drain
S-4 Scale: 1/2" = V-0
6x6 Wood Support Column. Simpson
CBS66 Column Base. Install Per
Manufacturer Requirements.
%" Bit. Expansion Strip Partially
Precut Strip 3/4' Below Top Edge.
After Pour Remove Y4' of Strip and
Fill Joint w/ Flexible Mastic. N
4" Concrete Garage Slab Over 4"
of Compacted Free Draining
Gravel. Compact Fill Over Footer
Prior To Slab Pour (See Soils
Report). Slope Per Plan.
A
Cl)
3' -6x -3'-6x10" Footer w/ 1' -0x1' -0x22" Tall
Pedestal Centered on Footer Below. Footer
Steel: (4) #4 Rebar Each Direction, Set 3" 3'-6"
Above Grade. (4) #4 L Bars @ 45° Extending
Full Height into Pedestal w/ (2) #3 Hoops.
9 Center Garage Footer
S-4 Scale: 1/2" = V-0
3 4 5
2 Low Garage Foundation
S-4 Scale: 1/2" = V-0
11LVL Rim Board w/ 2x6
Wall @ 16" c/c Above.
10" Concrete Wall w/ #6 (Grade
60) Verticals @ 18" c/c Centered
in Wall w/ #4 Horiz. @ 12" c/c. &
(2) #4 Bars Set 3" Below TOW.
See Detail 5/S-4 for Foundation
Perimeter Drain Details.
TOF: See Plan
11 Y$" TJ 1/210 Floor Joists @ 12"
c/c. Install per Manufacturer's
Requirements. Block Bearing
Locations & @ Max 6-0 c/c.
Glue and Nail 4" T&G Plywood.
108'- 114"
See 8/S-4 for Wall Attachment.
2x6@16" c/c Bearing Wall on
P.T. 2x6 Plate w/ Y2" Ox9"
Anchor Bolts @ 32" c/c. (typ.).
See Architectural Drawings for
Wall Assembly Details.
2x4 P.T. @16" c/c Wall on P.T.
2x4 Plate. Shoot Base Plate
into Concrete Slab w/ (2)
Powder Actuated Fasteners @
16" c/c (typ.). See Architectural
Drawings for Wall Assembly
Details.
Y2" Bit. Expansion Strip Partially
Precut Strip 4" Below Top Edge.
After Pour Remove Y4' of Strip and
Fill Joint w/ Flexible Mastic.
4" Concrete Slab Set Over 4" of
Compacted Free Draining Gravel (See
Soils Report). Install Prior to Backfill. 2"
Rigid Insulation Inside Face of Foundation
Wall and 24" Under Slab Perimeter per
Architectural Drawings.
Compacted Backfill. See Soils
Report & General Structural Notes
(S6) for Requirements (typ.)
48"x12" Continuous Footer w/ (5)
Horizontal #4 Bar Set 3" Above
Grade w/ #6 L Bars @ 18" c/c Extend
:.
Ate_-_
#4 Horiz @ 32" c/c Paired to
L Bar for Heel Bar Support. 1'-2" 2'-10"
6 Medium Garage Fdn Wall
S-4 Scale: 1/2" = V-0
TOW 100'-4
Existing
TOS 98'-9
Existing 9Y4" Wide
Polystyrene Foam
Form (Reward Wall)
w/ Concrete Core. -
Existing Footer.
2x6@16" c/c Bearing Wall on
P.T. 2x6 Plate w/ Y"Ox9"
Anchor Bolts @ 32" c/c. (typ.).
See Architectural Drawings for
Wall Assembly Details.
New Concrete Stem Wall w/ #4
Verticals @ 12" c/c. Drill and
Epoxy w/ Min 8" of Embedment.
(2) #4 Horiz @ 12" c/c. Drill and
Epoxy into Existing Adjacent Wall.
d a
Existing Garage
Slab Bearing on
Existing Wall.
10 Garage Door Infill
S-4 Scale: 1/2" = V-0
1 I 2 I 3
3 Garage Foundation - Center
S-4 Scale: 1/2" = V-0
11%a" LVL Rim Board w/ 2x6
Wall @ 16" c/c Above.
c ^
T
TO Wall 107'-2
I°
10" Concrete Wall w/ #6
(Grade 60) Verticals @ 18"
c/c Set 3" From Face of Wall
w/ #4 Horiz. @ 12" c/c & (2)
#4 Bars Set 3" Below TOW
3"
See Detail 5/S-4 for Foundation
Perimeter Drain Details.
L Bar for Heel Bar Support
11%" TJI/210 Floor Joists @ 12"
c/c. Install per Manufacturer's
Requirements. Block Bearing
Locations & @ Max 6-0 c/c.
Glue and Nail Y4' T&G Plywood.
108'- 11 Y4'
See 8/S-4 for Wall Attachment.
2x6@16" c/c Bearing Wall on
P.T. 2x6 Plate w/ Y" Ox9"
Anchor Bolts @ 32" c/c. (typ.).
See Architectural Drawings for
Wall Assembly Details.
2x4 P.T. @16" c/c Wall on P.T.
2x4 Plate. Shoot Base Plate
into Concrete Slab w/ (2)
Powder Actuated Fasteners @
16" c/c (typ.). See Architectural
Drawings for Wall Assembly
Details.
Y2" Bit. Expansion Strip Partially
Precut Strip 4" Below Top Edge.
After Pour Remove 4" of Strip and
Fill Joint w/ Flexible Mastic.
4" Concrete Slab Set Over 4" of
Compacted Free Draining Gravel (See
Soils Report). Install Prior to Backfill. 2"
Rigid Insulation Inside Face of Foundation
Wall and 24" Under Slab Perimeter per
Architectural Drawings.
Compacted Backfill. See Soils
Report & General Structural Notes
(S6) for Requirements (typ.)
2'-10"
Sloping
48"x12" Continuous Footer w/ (5)
Horizontal #4 Bar Set 3" Above
Grade w/ #6 L Bars @ 18" c/c Extend
into Wall Above by 42" Min.
7 Tall Garage Fdn Wall
S-4 Scale: 1/2" = V-0
W6x15 Steel Column.
Radius Finished Edges of
Slab @ Stair Treads 3
8x8x/ Embed Plate w/ (4)
5"x4" O Headed Anchor
Studs Welded to Plate.
Step w/ #4 Bar Set @ Nosing. Base Steel
Mat #4 @ 12" c/c Each Direction. Drill and I'
Epoxy into Wall w/ Min 5" Embedment. Y4'
Set On 4" of Free Draining Gravel Over
Compacted Grade per Soils Report. 2' 0x2'-0 L Bar Into 6"
Concrete Slab w/ #4 Horiz.
@ 12" Each Direction.
1'-6"
TOS 99'-6
C° TOW 99'-0
TOF 96-0
18"x10" Continuous Footer w/ (3)
Horizontal #4 Bar Set 3" Above
Grade w/ #4 L Bars @ 18" c/c
(Alternate Direction). 8" Stem
Wall #4 Horizontal Bar @ 12" c/c
w/ (2) Continuous #4 Horizontal
Bars Set 3" Below TOW.
11
Entry Footer and Steps
S-4 Scale: 1/2" = V-0
i'
Plan View
Existing
TOF 103'-0 °
Existing Stem °
Wall & Footer
L
Treated 2x6 Between Existing
Concrete Wall & New 6x6
Column w/ Simpson CSQ66
Base Connector.
0'-7
V-2
(3) #4 Staples n Set 12"
c/c. Drill and Epoxy into
Existing Fdn Wall w/ Min 5" of
Embedment.
%" Bit. Expansion Strip Partially
Precut Strip Y4' Below Top Edge.
After Pour Remove Y4' of Strip and
Fill Joint w/ Flexible Mastic.
(2) #4 L Bar (3'-1x1'-10) Into
Conc. Column.
TOF 96-4
Match Existing
(4) V-10 #4 Horiz. Bar w/ Min
7" Embedment. Drill and
Epoxy into Existing Footer. (2)
#4 Horiz. Bar Set 12" c/c
Parallel to Existing Footing.
Set All Bar 3" Above Grade.
4 S Garage Beam Footer
S-4 Scale: 1/2" = V-0
11%" TJ 1/210 Floor Joists @ 12"
c/c. Install per Manufacturer's
Requirements. Block Bearing
Locations & @ Max 6-0 c/c.
Glue and Nail Y4' T&G Plywood.
11%" LVL Rim Board w/ 2x6 Install Y2" of Crushable Foam on Top of
Wall @ 16" c/c Above. 2x4 Wall to Prevent Joists Loads from
%" Bit. Expansion Strip Partially
%" Bit. Expansion Strip Partially
2x6@16" c/c Bearing Wall on
Precut Strip /4 Below Top Edge.
2x6@16" c/c Bearing Wall on
Precut Strip /4 Below Top Edge.
P.T. 2x6 Plate w/ /" Ox9"
After Pour Remove Y4' of Strip and
P.T. 2x6 Plate w/ /2" Ox9"
After Pour Remove Y4' of Strip and
Anchor Bolts @ 32" c/c. (typ.).
Fill Joint w/ Flexible Mastic.
Anchor Bolts @ 32" c/c. (typ.).
Fill Joint w/ Flexible Mastic.
See Architectural Drawings for
LO
See Architectural Drawings for
Wall Assembly Details.
4" Concrete Slab Set Over 4" of
Wall Assembly Details.
4" Concrete Slab Set Over 4" of
^
Compacted Free Draining Gravel
2E
Compacted Free Draining Gravel
Anchor Bolts @ 32" c/c. (typ.).
(See Soils Report). 2" Rigid
(See Soils Report). 2" Rigid
Insulation Inside Face of Foundation
C°
Insulation Inside Face of Foundation
Sloping Driveway per
Wall and 24" Under Slab Perimeter.
Sloping Driveway per
Wall and 24" Under Slab Perimeter.
Owner.
Owner.
Block w/ P.T. Vertical 2x4s Top of
Compacted Backfill. See Soils
Compacted Backfill. See Soils
Report & General Structural Notes
Concrete Wall and Secure to Wall w/
Report & General Structural Notes
-
(S6) for Requirements (typ.)
(S6) for Requirements (typ.)
TO Wall 99'-2
I&Ezl °
TO Wall 99'-2
TOS 98'-10
I- I IEEI I I 11 11 I I-I-
III�I -
TOS 98'-10
@ Wall
i'
@ Wall
i--
--�----,
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2" Rigid Foundation. Insulation
III
2" Rigid Foundation. Insulation
per Architectural Drawings.
E
per Architectural Drawings.
CD
TOF 96'-2
18"x10" Continuous Footer w/ (3)
TOF 96'-2 r,� °
36"x10" Continuous Footer w/ (3)
Horizontal #4 Bar Set 3" Above
Powder Actuated Fasteners @ 16" c/c
Continuous Horizontal #4 Bars (From
Q
Grade w/ #4 L Bars @ 18" c/c
Adjacent Footer) & (2) #4 Bars (5) Total)
(typ.). See Architectural Drawings for
(Alternate Direction). 8" Stem Wall
e�
Set 3" Above Grade w/ #4 L Bars @ 18"
#4 Horizontal Bar @ 12" c/c w/ (2)
Wall Assembly Details.
c/c (Alternate Direction). 8" Stem Wall #4
Continuous #4 Horizontal Bars Set 3"
Horizontal Bar @ 12" c/c w/ (2) Continuous
Below TOW.
#4 Horizontal Bars Set 3" Below TOW.
2 Low Garage Foundation
S-4 Scale: 1/2" = V-0
11LVL Rim Board w/ 2x6
Wall @ 16" c/c Above.
10" Concrete Wall w/ #6 (Grade
60) Verticals @ 18" c/c Centered
in Wall w/ #4 Horiz. @ 12" c/c. &
(2) #4 Bars Set 3" Below TOW.
See Detail 5/S-4 for Foundation
Perimeter Drain Details.
TOF: See Plan
11 Y$" TJ 1/210 Floor Joists @ 12"
c/c. Install per Manufacturer's
Requirements. Block Bearing
Locations & @ Max 6-0 c/c.
Glue and Nail 4" T&G Plywood.
108'- 114"
See 8/S-4 for Wall Attachment.
2x6@16" c/c Bearing Wall on
P.T. 2x6 Plate w/ Y2" Ox9"
Anchor Bolts @ 32" c/c. (typ.).
See Architectural Drawings for
Wall Assembly Details.
2x4 P.T. @16" c/c Wall on P.T.
2x4 Plate. Shoot Base Plate
into Concrete Slab w/ (2)
Powder Actuated Fasteners @
16" c/c (typ.). See Architectural
Drawings for Wall Assembly
Details.
Y2" Bit. Expansion Strip Partially
Precut Strip 4" Below Top Edge.
After Pour Remove Y4' of Strip and
Fill Joint w/ Flexible Mastic.
4" Concrete Slab Set Over 4" of
Compacted Free Draining Gravel (See
Soils Report). Install Prior to Backfill. 2"
Rigid Insulation Inside Face of Foundation
Wall and 24" Under Slab Perimeter per
Architectural Drawings.
Compacted Backfill. See Soils
Report & General Structural Notes
(S6) for Requirements (typ.)
48"x12" Continuous Footer w/ (5)
Horizontal #4 Bar Set 3" Above
Grade w/ #6 L Bars @ 18" c/c Extend
:.
Ate_-_
#4 Horiz @ 32" c/c Paired to
L Bar for Heel Bar Support. 1'-2" 2'-10"
6 Medium Garage Fdn Wall
S-4 Scale: 1/2" = V-0
TOW 100'-4
Existing
TOS 98'-9
Existing 9Y4" Wide
Polystyrene Foam
Form (Reward Wall)
w/ Concrete Core. -
Existing Footer.
2x6@16" c/c Bearing Wall on
P.T. 2x6 Plate w/ Y"Ox9"
Anchor Bolts @ 32" c/c. (typ.).
See Architectural Drawings for
Wall Assembly Details.
New Concrete Stem Wall w/ #4
Verticals @ 12" c/c. Drill and
Epoxy w/ Min 8" of Embedment.
(2) #4 Horiz @ 12" c/c. Drill and
Epoxy into Existing Adjacent Wall.
d a
Existing Garage
Slab Bearing on
Existing Wall.
10 Garage Door Infill
S-4 Scale: 1/2" = V-0
1 I 2 I 3
3 Garage Foundation - Center
S-4 Scale: 1/2" = V-0
11%a" LVL Rim Board w/ 2x6
Wall @ 16" c/c Above.
c ^
T
TO Wall 107'-2
I°
10" Concrete Wall w/ #6
(Grade 60) Verticals @ 18"
c/c Set 3" From Face of Wall
w/ #4 Horiz. @ 12" c/c & (2)
#4 Bars Set 3" Below TOW
3"
See Detail 5/S-4 for Foundation
Perimeter Drain Details.
L Bar for Heel Bar Support
11%" TJI/210 Floor Joists @ 12"
c/c. Install per Manufacturer's
Requirements. Block Bearing
Locations & @ Max 6-0 c/c.
Glue and Nail Y4' T&G Plywood.
108'- 11 Y4'
See 8/S-4 for Wall Attachment.
2x6@16" c/c Bearing Wall on
P.T. 2x6 Plate w/ Y" Ox9"
Anchor Bolts @ 32" c/c. (typ.).
See Architectural Drawings for
Wall Assembly Details.
2x4 P.T. @16" c/c Wall on P.T.
2x4 Plate. Shoot Base Plate
into Concrete Slab w/ (2)
Powder Actuated Fasteners @
16" c/c (typ.). See Architectural
Drawings for Wall Assembly
Details.
Y2" Bit. Expansion Strip Partially
Precut Strip 4" Below Top Edge.
After Pour Remove 4" of Strip and
Fill Joint w/ Flexible Mastic.
4" Concrete Slab Set Over 4" of
Compacted Free Draining Gravel (See
Soils Report). Install Prior to Backfill. 2"
Rigid Insulation Inside Face of Foundation
Wall and 24" Under Slab Perimeter per
Architectural Drawings.
Compacted Backfill. See Soils
Report & General Structural Notes
(S6) for Requirements (typ.)
2'-10"
Sloping
48"x12" Continuous Footer w/ (5)
Horizontal #4 Bar Set 3" Above
Grade w/ #6 L Bars @ 18" c/c Extend
into Wall Above by 42" Min.
7 Tall Garage Fdn Wall
S-4 Scale: 1/2" = V-0
W6x15 Steel Column.
Radius Finished Edges of
Slab @ Stair Treads 3
8x8x/ Embed Plate w/ (4)
5"x4" O Headed Anchor
Studs Welded to Plate.
Step w/ #4 Bar Set @ Nosing. Base Steel
Mat #4 @ 12" c/c Each Direction. Drill and I'
Epoxy into Wall w/ Min 5" Embedment. Y4'
Set On 4" of Free Draining Gravel Over
Compacted Grade per Soils Report. 2' 0x2'-0 L Bar Into 6"
Concrete Slab w/ #4 Horiz.
@ 12" Each Direction.
1'-6"
TOS 99'-6
C° TOW 99'-0
TOF 96-0
18"x10" Continuous Footer w/ (3)
Horizontal #4 Bar Set 3" Above
Grade w/ #4 L Bars @ 18" c/c
(Alternate Direction). 8" Stem
Wall #4 Horizontal Bar @ 12" c/c
w/ (2) Continuous #4 Horizontal
Bars Set 3" Below TOW.
11
Entry Footer and Steps
S-4 Scale: 1/2" = V-0
i'
Plan View
Existing
TOF 103'-0 °
Existing Stem °
Wall & Footer
L
Treated 2x6 Between Existing
Concrete Wall & New 6x6
Column w/ Simpson CSQ66
Base Connector.
0'-7
V-2
(3) #4 Staples n Set 12"
c/c. Drill and Epoxy into
Existing Fdn Wall w/ Min 5" of
Embedment.
%" Bit. Expansion Strip Partially
Precut Strip Y4' Below Top Edge.
After Pour Remove Y4' of Strip and
Fill Joint w/ Flexible Mastic.
(2) #4 L Bar (3'-1x1'-10) Into
Conc. Column.
TOF 96-4
Match Existing
(4) V-10 #4 Horiz. Bar w/ Min
7" Embedment. Drill and
Epoxy into Existing Footer. (2)
#4 Horiz. Bar Set 12" c/c
Parallel to Existing Footing.
Set All Bar 3" Above Grade.
4 S Garage Beam Footer
S-4 Scale: 1/2" = V-0
11%" TJ 1/210 Floor Joists @ 12"
c/c. Install per Manufacturer's
Requirements. Block Bearing
Locations & @ Max 6-0 c/c.
Glue and Nail Y4' T&G Plywood.
11%" LVL Rim Board w/ 2x6 Install Y2" of Crushable Foam on Top of
Wall @ 16" c/c Above. 2x4 Wall to Prevent Joists Loads from
See Detail 5/S-4 for Foundation
Perimeter Drain Details.
TOF 96-4 >01
Match A.., a
Existing
"A
#4 Horiz @ 32" c/c Paired to 1'-2" 2'-10"
L Bar for Heel Bar Support.
8 SE Garage Fdn Wall
S-4 Scale: 1/2" = V-0
c
io
mpson CBS66
olumn Base (UNO)
/ 6x6 Wood Post.
'et TO Pier w/
:ield Conditions
Aax 107'-0
�4 Hoops @
12" c/c.
48"x12" Continuous Footer w/ (5)
Horizontal #4 Bar Set 3" Above
Grade w/ #6 L Bars @ 18" c/c Extend
into Wall Above by 42" Min.
BF28 Bigfoot System
Footer w/ 12"0 Sonotube.
Set (4) #4 Rebars in Each
Direction 3" Above Grade.
12
Bigfoot Deck Footer
S-4 Scale: 1/2" = V-0
5
PLAN VIEW
#4 Hoops
Horizontal
Footer
Rebar.
(4) Vertical
#4 L -Bars
S
N N N N
N N N N W
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O O N Q
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108'- 11 Y4'
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Wall on
LO
2x6@16" c/c Bearin
U_
P.T. 2x6 Plate w/ Y2'P1x9"
^
2E
Anchor Bolts @ 32" c/c. (typ.).
T
B
See Architectural Drawings for
C°
Wall Assembly Details.
TO Wall 106-2 d
Block w/ P.T. Vertical 2x4s Top of
Concrete Wall and Secure to Wall w/
-
Simpson PDPAWL-250 Powder
I&Ezl °
e
Actuated Fasteners @ 16" c/c.
I- I IEEI I I 11 11 I I-I-
III�I -
2x4 P.T. @16" c/c Wall on P.T. 2x4
Plate. Shoot Base Plate into Concrete
ILII
Slab w/ (2) Simpson PDPAWL-250
Powder Actuated Fasteners @ 16" c/c
10" Concrete Wall w/ #6 II
Q
(typ.). See Architectural Drawings for
(Grade 60) Verticals @ 18" II
Wall Assembly Details.
c/c Set 3" From Face of Wall ILII
w/ #4 Horiz. @ 12" c/c & (2)-I
Y2Bit. Expansion Strip Partially
#4 Bars Set 3" Below TOW -- _
d
P
Precut Strip Y4' Below Top Edge.
F
I1=11
.
—
After Pour Remove Y4' of Strip and
III
11-1
Fill Joint w/ Flexible Mastic.
3„
4" Concrete Slab Set Over 4" of
Compacted Free Draining Gravel (See
Soils Report). Install Prior to Backfill. 2"
IIS °
Rigid Insulation Inside Face of Foundation
IIS ad
Wall and 24" Under Slab Perimeter per
II
Architectural Drawings.
Compacted Backfill. See Soils
I�
Report & General Structural Notes
II
(S6) for Requirements (typ.)
TOS Varies
I
° e Sloping
See Detail 5/S-4 for Foundation
Perimeter Drain Details.
TOF 96-4 >01
Match A.., a
Existing
"A
#4 Horiz @ 32" c/c Paired to 1'-2" 2'-10"
L Bar for Heel Bar Support.
8 SE Garage Fdn Wall
S-4 Scale: 1/2" = V-0
c
io
mpson CBS66
olumn Base (UNO)
/ 6x6 Wood Post.
'et TO Pier w/
:ield Conditions
Aax 107'-0
�4 Hoops @
12" c/c.
48"x12" Continuous Footer w/ (5)
Horizontal #4 Bar Set 3" Above
Grade w/ #6 L Bars @ 18" c/c Extend
into Wall Above by 42" Min.
BF28 Bigfoot System
Footer w/ 12"0 Sonotube.
Set (4) #4 Rebars in Each
Direction 3" Above Grade.
12
Bigfoot Deck Footer
S-4 Scale: 1/2" = V-0
5
PLAN VIEW
#4 Hoops
Horizontal
Footer
Rebar.
(4) Vertical
#4 L -Bars
S
N N N N
N N N N W
N O7 O
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1
BOUND
(B.N.) C
CONTIN
EDGES
EDGE N
INTERN
NAILINC
STAGGI
B PLYWO
SEE PL,
AND SF
JOISTS
D
MATCH SIZE AND
SPACING OF HORIZ.
WALL REINF.
2" CLEAR TYP. @
CORNER BAR -
HORIZ. WALL REINF.
(SEE WALL SECTIONS)
LAP
BAR SIZE
LAP (CONCRETE)
LAP (MASONRY)
#3 THRU #6
36x BAR 0 (18" MIN.)
40x BAR 0
#7 THRU #9
40x BAR 0
48x BAR 0
#10 THRU #11
54x BAR O
N
1 1 TYPICAL REINFORCEMENT AT CORNER LAP
S-6 J Scale: 1/2" = V-0
REINFORCING
APER PLAN
J
SAW CUT CONTROL JOINT
► [oil y*3
1. SLABS SHALL BE CAST IN STRIPS 15'-0" WIDE
MAXIMUM WITH CONSTRUCTION JOINTS OR
CONTROL JOINTS AT A SPACING EQUAL TO THE
STRIP WIDTH.
2. SAWCUT CONTROL JOINTS MAY BE USED IN
BOTH DIRECTIONS SPACED AT 15-0" MAX.
3. SAWCUT JOINTS SHALL BE MADE SAME DAY AS
POUR AND AS EARLY AS POSSIBLE PRIOR TO
DRYING SHRINKAGE. THE JOINT SHALL BE
FLUSHED WITH WATER OR AIR PRESSURE
IMMEDIATELY AFTER SAWING.
4.FINISHING OF CONCRETE SLAB SHALL BE DONE
AFTER SURFACE BLEED WATER HAS
EVAPORATED.
5. MOISTEN SUB -GRADE PRIOR TO PLACING
CONCRETE.
6. APPLY MEMBRANE CURING COMPOUND TO
CONCRETE IMMEDIATELY AFTER CONCRETE
FINISHING OPERATION.
TYP. SLAB CONSTRUCTION JOINT
Scale: 1" = 1'-0
NRY NAILING
BOUNDARIES &
UOUS PANEL
AILING
EDIATE
N
N
N
N
X
N
N
N
N
1. ALL WOOD MEMBERS SHALL BE HEM -FIR, 19% MAX MOISTURE CONTENT. MARKED BY A RECOGNIZED GRADING AGENCY
-R
0')O
DD JOINTS
LLI
z •
\
\
\
N
\
Q
2. WOOD GRADES (UNLESS NOTED OTHERWISE):
\N FOR SIZE
ti
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(A). FOR HORIZONTAL MEMBERS:
N
ACING OF
JOIST AND RAFTERS No. #1
ti
0
BEAMS AND STRINGERS No. #1
W •
5 TYP. PLYWOOD LAYOUT
S_6 Scale: 1/4" = V-0
1
3/" MIN. EDGE
DISTANCE @ ALL
NAILS
%" EDGE
DISTANCE AT ALL
JOINTS
LONG DIMENSION OF
PLYWOOD TO RUN
PERPENDICULAR TO
JOIST
MINIMUM SHEATHING
SIZE TO BE 2'-0x4'-0
NOTES:
1. PLYWOOD TO BE INSPECTED PRIOR TO COVERING.
2. STAGGER NAILS WHEN SPACING IS 2" OR 2%" o.c.
3. SEE PLYWOOD SHEATHING NOTES
2
2
2 TYPICAL STEP FOOTER
S-6 Scale: 1/2" = 1'-0
2 ROWS 16d @
12" o.c.
'!'
am
H
N �3.. 14 TYP.
2 ROWS 16d @
12" o.c. BOTH
SIDES
i
3 - M=L
M=L SIZE AND QUANTITY PER PLAN
2 ROWS %"PJ
BOLTS @ 12" o.c.
I'';' '', ';'' I
4 - M=L
MULTIPLE MICROLAMB CONNECTIONS
Scale: 1/2" = V-0
STEEL BEAM PER
PLAN w/ 2x NAILER
w/ %"0 WELD STUDS
@ 32" o.c.
SHEATHIN
OPTION I
ALL FLANGE WIDTHS
STEEL BEAM PER PLAN w/
2x NAILER w/ %"0 THRU
BOLTS @ 32" o.c.
STAGGERE^
SHEATHINC
OPTION II
FLANGE WIDTHS 5Y2" AND GREATER
NOTES:
1. WOOD PLATE TO BE DOUG -FIR #1 FREE OF TWIST AND WARP. RIP PL
TO MATCH FLANGE WIDTH.
2. COORDINATE SHEATHING ATTACHMENT WITH SHEATHING NOTES.
6 TYP. NAILER TO WOOD BM
S-6 Scale: 1" = V-0
3
GENERAL NOTES
1. DESIGN DATA: DESIGN LIVE AND DEAD LOADS
ROOF LOAD L.L. = 50 PSF (SNOW) D.L. = 15 PSF
FLOOR LOAD L.L. = 40 PSF D.L. = 15 PSF
DECKLOAD T.L. = 60 PSF
WIND LOAD 80 MPH (@ 30 HEIGHT) EXPOSURE
2. THE FOLLOWING CODES AND EDITIONS WHERE USED - INTERNATIONAL BUILDING CODE (2015) - ACI BUILDING CODE (ACI 318-02) - MANUAL OF
STEEL CONSTRUCTION (9TH EDITION) - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS 1991) - AITC TIMBER CONSTRUCTION
MANUAL (4th EDITION) - SEAC SNOW LOAD PUBLICATION
3. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, SHORING,
BRACING, AND TEMPORARY EXCAVATION.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITES CONDITIONS BEFORE STARTING WORK AND NOTIFY THE
ARCHITECT AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
6. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH WORK SO INVOLVED.
7. RESOLVE ANY CONFLICTS ON THE DRAWINGS WITH THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
8. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOF WITH THE APPROPRIATE TRADES. NOTIFY ENGINEER IF ANY OPENINGS
ARE TO BE CUT IN STRUCTURAL COMPONENTS.
FOUNDATION AND EARTHWORK
1. DESIGN BASED RECOMMENDATIONS CONTAINED IN A GEOTECHNICAL REPORT PREPARED BY HP GEOTECH (JOB 100 233 - March 29, 2000)
DESIGN MAX. BEARING PRESSURE - 1500 PSF WITH A LATERAL EARTH PRESSURE OF 50 PCF. THE GEOTECHNICAL ENGINEER MUST REVIEW,
CONFIRM AND UPDATE THE GEOTECHNICAL REPORT ONCE THE EXCAVATION IS OPENED. THE CONTRACTOR SHALL REVIEW THE SOILS REPORT
AND FOLLOW ALL RECOMMENDATIONS THEREIN. FOUNDATION DESIGN ASSUMES THAT ALL RECOMMENDATIONS IN THE SOILS REPORT WILL BE
IMPLEMENTED. NOTIFY ENGINEER OF ANY CHANGES TO THE ORIGINAL SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION.
2. MINIMUM DEPTH TO BOTTOM OF FOOTING SHALL BE 3' BELOW LOWEST ADJACENT FINISHED GRADE FOR EXTERIOR FOOTINGS AND V-0"
BELOW FINISHED FLOOR FOR INTERIOR FOOTINGS U.N.O.
3. ALL INTERIOR NON-BEARING, NON -SHEAR WALLS SHALL HAVE ITT PHILLIPS #81509, #12883, OR #22093 SHOT PINS @ 32" o.c. INSTALLED PER
1 CBO #1280.
4. FINISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED
FROM EXCAVATIONS.
5. THE GROUND SURFACE SURROUNDING THE EXTERIOR OF THE BUILDING SHOULD BE SLOPED TO DRAIN AWAY FROM THE FOUNDATION IN ALL
DIRECTIONS. IT IS RECOMMENDED THAT A MINIMUM SLOPE OF 12 INCHES IN THE FIRST 10 FEET IN UNPAVED AREAS, AND A MINIMUM SLOPE OF 3
INCHES IN THE FIRST 10 FEET IN PAVED AREAS BE PROVIDED.
1. CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS
MINIMUM STRENGTH: F'c = 4,500 PSI AT 28 DAYS
ALL CONCRETE USED IN SLABS SHALL CONTAIN 1-1/2 LB/CY OF COLLATED, FIBRILLATED POLYPROPYLENE FIBERS (FIBERMESH) w/ 7% AIR
ENTRAINMENT
SLUMP: 4" ± 1" NO WATER SHALL BE ADDED ON SITE WHICH WILL INCREASE SLUMP TO ABOVE 5". CONCRETE TO BE MIXED PER ASTM C94
MAXIMUM TEMPERATURE IN MIXER: 90 DEGREES F.
2. CURING SHALL IMMEDIATELY FOLLOW THE FINISH OPERATION. KEEP CONCRETE CONTINUOUSLY MOIST FOR AT LEAST 7 DAYS USING A
POLYETHYLENE FILM SECURELY HELD IN PLACE OR AN ALTERNATE METHOD APPROVED BY ARCHITECT.
3. PLACEMENT: PER ACI STANDARD 614
4. GROUT UNDER COLUMN BASE PLATES ETC, WITH HIGH STRENGTH, NON -SHRINK, NON-METALLIC GROUT EQUIVALENT TO MASTERFLOW NO
713 APPLIED PER MANUFACTURER'S RECOMMENDATIONS.
5. CEMENT SHALL BE PER ASTM C150, TYPE II, LOW ALKALI. MIX DESIGNS: IF REQUESTED, SUBMIT TO ARCHITECT FOR REVIEW BY ENGINEER A
MINIMUM OF ONE WEEK PRIOR TO FIRST CONCRETE DELIVERY.
MAXIMUM WATER/CEMENT RATIO(BY WEIGHT) :W/c = 0.64 F'c = 4,500 PSI AGGREGATE: PER ASTM C33, MAXIMUM 1". NO ADMIXTURES
CONTAINING CHLORIDE SALTS ARE PERMITTED. CONCRETE SHALL NOT BE IN CONTACT WITH ALUMINIUM.
REINFORCING STEEL
1. REBARS: DEFORMED STEEL, ASTM SPEC. A615 GRADE 60. ALL REBAR BENDS TO BE MADE COLD.
2. BURLAP: CONCRETE: 40 DIA. U.N.O. MASONRY: 45 DIA. U.N.O. OR 24" MINIMUM WHICHEVER IS GREATER. STAGGER SPLICES
3. CONCRETE PROTECTION:
SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER .......1"
CONCRETE DEPOSITED AGAINST EARTH WITHOUT FORMS .........3"
4. CONCRETE EXPOSED TO WEATHER AFTER FORMING:
#6 REBAR AND LARGER ........ 2" CLEAR
#5 REBAR AND SMALLER ....... 1 1/2" CLEAR
5. REINFORCING IN CONCRETE PLACED AGAINST EARTH WITHOUT FORMS IS TO BE SUPPORTED WITH APPROVED NON-METALLIC CHAIRS, OR
ANOTHER METHOD APPROVED BY THE ENGINEER.
STRUCTURAL STEEL
1. ROLLED SHAPES AND PLATES: PER ASTM SPEC. A36, Fly = 36 ksi PIPES: PER ASTM SPEC. A501, Fly = 36 ksi STRUCTURAL TUBING: PER ASTM
SPEC. A500, GRADE B, F'y = 46 ksi ANCHOR BOLTS: PER ASTM SPEC. A307 BOLTS WOOD CONNECTIONS: PER ASTM A307 BOLTS AT STEEL
CONNECTIONS: PER ASTM A325 BOLT HOLES 1/16" GREATER THAN BOLT SIZE. ACCEPT FOR ANCHOR BOLTS WHICH ARE 3/16" GREATER THAN
BOLT SIZE. U.N.O.
2. WELDING PER STANDARDS OF AMERICAN WELDING SOCIETY. ELECTRODES AWS A 5.1 E-70 SERIES. SHOP AND FIELD WELDING SHALL BE
PERFORMED BY PROPERLY CERTIFIED WELDERS.
3. PAINT ALL STRUCTURAL STEEL WITH ONE SHOP COAT PRIMER OVER CLEAN METAL.
4. COPES, BLOCK AND CUTS: ALL REENTRANT CORNERS SHALL BE SHAPED NOTCH -FREE TO A RADIUS OF AT LEAST 1/2".
5. FABRICATION AND ERECTION: PER AISC MANUAL OF STEEL CONSTRUCTION DETAILING: PER AISC STRUCTURAL DETAILING
6. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW BY ENGINEER PRIOR TO FABRICATION.
WELDING
1. GENERAL: QUALITY OF MATERIALS AND DESIGN AND FABRICATION OF ALL WELDED CONNECTIONS SHALL CONFORM TO AISC
"SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING," "AWS CODE FOR WELDING IN
BUILDING CONSTRUCTION," AND REQUIREMENTS OF THIS SECTION. LOCATION AND TYPE OF ALL WELDS SHALL BE AS SHOWN. MAKE NO
OTHER WELDED SPLICES, EXCEPT THOSE SHOWN ON DRAWINGS, WITHOUT PRIOR APPROVAL OF THE STATE'S REPRESENTATIVE.
2. AUTOMATIC WELDING: USE ELECTRODE WIRE AND FLUX FOR AUTOMATIC AND SEMIAUTOMATIC WELDING ACCEPTABLE. ALL METHODS,
SEQUENCES, QUALIFICATION AND PROCEDURES, INCLUDING PREHEATING, AND POST HEATING IF NECESSARY, SHALL BE DETAILED IN
WRITING AND SUBMITTED FOR REVIEW.
3. QUALIFICATION OF WELDERS:
A. STRUCTURAL STEEL WELDING: MANUAL AND AUTOMATIC WELDS FOR STRUCTURAL STEEL CONSTRUCTION SHALL BE MADE ONLY
BY OPERATORS WHO HAVE BEEN PREVIOUS QUALIFIED BY TESTS, AS PRESCRIBED IN AWS D1.1 TO PERFORM TYPE OF WORK
REQUIRED. SECTION 05120 - PAGE 13 STRUCTURAL STEEL
B. WELDERS SHALL BE CHECKED BY WELDING INSPECTOR. THOSE NOT DOING SATISFACTORY WORK MAY BE REMOVED, AND MAY BE
REQUIRED TO PASS QUALIFICATION TESTS AGAIN. ALL QUALIFICATION TESTING SHALL BE AT THE CONTRACTOR'S EXPENSE.
C. WELDER QUALIFICATION: WELDING PROCEDURE AND WELDING ELECTRODES SHALL BE IN ACCORDANCE WITH CBC STANDARD NO.
27-13.
4. CONTROL COOLING PROCESS AFTER WELD IS COMPLETED BY EITHER STEP DOWN POST HEAT OR THERMAL BLANKETS AS DETERMINED
BY PROCEDURES AND PREQUALIFICATION.
5. FLAME CUT SURFACES SHALL BE GROUND TO REMOVE CONTAMINATED STEEL LAYER TO PROVIDE WELDS PROPER FUSION WITHOUT
IMPURITIES.
6. PREPARATION OF SURFACE: SURFACES TO BE WELDED SHALL BE FREE OF LOOSE SCALE, SLAG, RUST, GREASE, PAINT, AND ANY OTHER
FOREIGN MATERIAL
7. WELDING EQUIPMENT: WELDING EQUIPMENT TO BE USED IN EACH CASE SHALL BE ACCEPTABLE TO WELDING INSPECTOR. USE
EQUIPMENT WITH SUITABLE DEVICES TO REGULATE SPEED, AND MANUALLY ADJUST OPERATING AMPERAGE AND VOLTAGE. THE
AMPERAGE CAPACITY SHALL BE SUFFICIENT TO OVERCOME LINE DROP, AND TO GIVE ADEQUATE WELDING HEAT.
8. REMOVE RUNOFF TABS AND GRIND SURFACES SMOOTH WHERE THE TABS WOULD INTERFERE WITH FIREPROOFING AND FINISHES.
9. AUTOMATIC END -WELDED STUDS: AUTOMATICALLY END -WELD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS IN
SUCH A MANNER AS TO PROVIDE COMPLETE FUSION BETWEEN THE END OF THE STUD AND THE PLATES. THERE SHALL BE NO POROSITY
OR EVIDENCE OF LACK OF FUSION BETWEEN THE WELDED END OF THE STUD AND THE PLATE. THE STUD SHALL DECREASE IN LENGTH
DURING WELDING APPROXIMATELY 1/8" FOR 5/8", AND 3/16" FOR 3/4" DIAMETER. STUD SIZES INDICATED ON DRAWINGS REPRESENT THE
FINISH STUD HEIGHT.
3
5
0
STRUCTURAL WOOD
N
N
N
N
X
N
N
N
N
1. ALL WOOD MEMBERS SHALL BE HEM -FIR, 19% MAX MOISTURE CONTENT. MARKED BY A RECOGNIZED GRADING AGENCY
NO
0')O
O_
LLI
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\
\
\
N
\
Q
2. WOOD GRADES (UNLESS NOTED OTHERWISE):
O
ti
ti
�
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(A). FOR HORIZONTAL MEMBERS:
N
W CD
JOIST AND RAFTERS No. #1
ti
0
BEAMS AND STRINGERS No. #1
W •
E
LEDGERS No. #1
c
(B). FOR VERTICAL MEMBERS:
0-
W
>_
2x4 STUDS CONSTRUCTION
Q
Q
Q
Q
m
2x6 AND LARGER STUDS No. #2
0
z
c
0
POSTS AND TIMBERS No. #1
Cu
3. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER.
>
CU
i
4. UNLESS OTHERWISE SPECIFIED, ALL NAILING SHALL CONFORM TO THE LATEST EDITION OF THE APPLICABLE CODE.
C:
D
5. ALL NAILS SHALL BE STANDARD COMMON NAILS, UNLESS NOTED OTHERWISE.
CD
'U
(n
U)
6. ALL BOLTS FOR WOOD CONNECTIONS SHALL BE A307, GRADE A.
�
O
(6
O
0
U
(6
7. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED HEM -FIR. BOLTS SHALL BE PLACED 9" FROM END
OF A BOARD OR FROM A NOTCH AND SPACED AT INTERVALS AS NOTED.
Z
L
8. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/32"
a
0
O
DIAMETER LARGER THAN NORMAL BOLT DIAMETER.
J
O
11
9. ALL FRAMING HARDWARE SHALL BE AS MANUFACTURED BY "SIMPSON COMPANY" OR ENGINEER APPROVED EQUAL.
LL
�
0
U
10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS.
00
(ll
-a00
Qi
CL
L
W^
(J
11. PROVIDE BLOCKING OR BRIDGING PER LATEST ADDITION OF THE U.B.C.
a
W
12. TOP PLATES OF ALL WOOD STUD WALLS TO BE 2 - 2 x #2 (SAME WIDTH AS STUDS), UNLESS NOTED OTHERWISE, LAP 48" (MINIMUM) WITH NOT
LESS THAN 6 - 16d NAILS EACH LAP AND NOT MORE THAN 12" BETWEEN NAILS.
M
N
O
13. ADHESIVES USED FOR ANY FIELD GLUING SHALL CONFORM TO APA PERFORMANCE SPECIFICATION AFG-01.
N
GLUE LAMINATED WOOD
0
O
N
1. MATERIALS, MANUFACTURE, AND QUALITY CONTROL FOR STRUCTURAL GLUED LAMINATED TIMBER SHALL BE IN CONFORMANCE WITH
N
N
AMERICAN LAMINATED TIMBER" AND AITC 117, "DESIGN AND MANUFACTURING".
0
U
N
2. GLU-LAM BEAMS, CONFORMING TO AITC 24F -V4 OR BETTER. ALLOWABLE UNIT STRESSES FOR DRY CONDITION OF USE SHALL BE: Fb = 2400
PSI.
Fv = 165 PSI, Fc = 650 PSI, E = 1.8 x 10 PSI
3. MICRO -LAM (LAMINATED VENEER LUMBER) ALLOWABLE UNIT STRESSES FOR DRY CONDITION OF USE SHALL BE: Fb = 2600 PSI, Fv = 285 PSI Fc
U
= 750 PSI E = 1.8x10 PSI
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4. ALL EXPOSED GLU-LAM BEAMS SHALL BE SUPPLIED TO CONFORM TO EXTERIOR EXPOSED CONDITION
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EXTERIOR WALL PLYWOOD SHEATHINGQ
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PLYWOOD SHEATHING SHALL BE APA GRADE -TRADEMARKED C -D, EXPOSURE 1. SHEATH ALL EXTERIOR WALLS WITH 1/2", APA RATED PLYWOOD
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SHEATHING, 20/0 WITH 8'-0" DIMENSION VERTICAL. BLOCK ALL EDGES. END JOINTS SHALL BE STAGGERED. STUDS SHALL BE 16" o.c. ATTACH
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PLYWOOD WITH 8d NAILS AT 6" o.c. AND AT INTERMEDIATE SUPPORTS WITH 8d AT 12" o.c.
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FLOOR PLYWOOD SHEATHING
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PLYWOOD SHEATHING SHALL BE APA GRADE -TRADEMARKED C -D EXPOSURE 1. FLOOR DIAPHRAGMS SHALL BE 3/4" APA RATED STURDI-FLOOR
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24" o.c. PLACED WITH 8'-0" DIMENSION PERPENDICULAR TO THE JOIST SPAN. END JOINTS SHALL BE STAGGERED. ATTACH PLYWOOD WITH APA
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GLUE AND AT EDGES NAIL WITH 8d NAILS AT 6" o.c. AND AT INTERMEDIATE SUPPORTS WITH 8d NAILS AT 10" o.c. SHEATHING SHALL BE T & G.
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ROOF PLYWOOD SHEATHING
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PLYWOOD SHEATHING SHALL BE APA GRADE -TRADEMARKED C -D, EXPOSURE 1. ROOF DIAPHRAGMS SHALL BE 5/8", APA RATED SHEATHING,
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40/20 PLACED WITH 8'-0" DIMENSION PERPENDICULAR TO THE JOIST, RAFTER OR TRUSS SPAN. END JOINTS SHALL BE STAGGERED. ATTACH
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PLYWOOD AT EDGES WITH 8d NAILS AT 6" o.c. AND AT INTERMEDIATE SUPPORTS WITH 8d NAILS AT 12" o.c. SHEATHING SHALL BE T & G OR
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PROVIDE PLYCLIPS MIDWAY BETWEEN RAFTERS AT UNSUPPORTED EDGES.
MINIMUM NAILING SCHEDULE
COMMON NAILS ARE ASSUMED IN THE FOLLOWING SCHEDULE:
JOIST TO SILL OR GIRDER TOE NAIL......................................................................... 3 - 8d
BRIDGING TO JOIST, TOE NAIL EACH END................................................................ 2 - 8d
1 x 6 SUB FLOOR OR LESS TO EACH JOIST. FACE NAIL ......................................... 2 - 8d
WIDER THAN 1 x 6 SUB FLOOR OR LESS TO EACH JOIST.FACE NAIL .................. 3 - 8d
SOLE PLATE TO JOIST OR BLOCKING,TYPICAL FACE NAILS .................................. 16d @ 16" c/c
SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS ....................... 3 - 16d @ 16" c/c
SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL .................................. 16d @ 16" o.c.
TOP PLATE TO STUD, END NAIL................................................................................. 2 - 16d
STUD TO SOLE PLATE................................................................................................. 4-8d TOE NAIL OR 2-16d
END NAIL DOUBLE STUDS, FACE NAIL.................................................................... 16d @ 24" o.c. DOUBLE TOP PLATE, TYPICAL FACE NAIL
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..................................................................................................... 16d @ 16" o.c.
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DOUBLE TOP PLATE, LAP SPLICE.............................................................................. 8 - 16d
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BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE TOENAIL ..................... 3-8d
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RIM JOIST TO TOP PLATE, TOE NAIL.......................................................................... 8d @ 6" o.c. TOP PLATE, LAPS AND INTERSECTIONS, FACE NAIL
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CEILING JOIST TO PLATE, TOE NAIL........................................................................ 3-8d
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CEILING JOIST, LAPS OVER PATRONS, FACE NAIL ................................................... 3 - 16d
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CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL ................................................ 3 - 16d
CONTINUOUS HEADER TO STUD, TOENAIL............................................................... 4 - 8d
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CONTINUOUS HEADER, TWO PIECES........................................................................ 16d @ 16" o.c. ALONG EACH EDGE
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RAFTERS TO PLATE TOE NAIL................3 - 8d
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RAFTERS TO RIDGE BOARD TOE NAIL...................................................................... 3-8d
1" BRACE TO EACH STUD PLATE, FACE NAIL.......................................................... 2 - 8d
1" x 8 SHEATHING OR LESS BEARING, FACE NAIL .................................................. 2 - 8d
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1" x 8 SHEATHING OR LESS BEARING, FACE NAIL .................................................. 2 - 8d
WIDER THAN 1" x 8 SHEATHING OR LESS BEARING, FACE NAIL ........................... 3 -8d
BUILT-UP CORNER STUDS.......................................................................................... 16d @ 24" o.c.
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BUILT-UP GIRDER AND BEAMS ........................................................ 20d @ 24" o.c. @ TOP AND BOTTOM AND
STAGGERED 2-20d @ ENDS AND @ EACH SPLICE
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