HomeMy WebLinkAboutAPPROVED ENGINEER PLANS - 22-00014 - 1065 Cypress Loop - New SFRAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Description : 1065 Cypress Loop - New SFR
Address :
Record Type : New Single Family Residence
Document Filename : MCNIVEN FINAL.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 22-00014
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
S-101 Ellipse Larry Beesley : Building Open 1
S-101 Ellipse Larry Beesley : Building Open 1
S-101 Ellipse Larry Beesley : Building Open 1
S-101 Ellipse Larry Beesley : Building Open 1
S-101 Ellipse Larry Beesley : Building Open 1
S-101 Ellipse Larry Beesley : Building Open 1
S-101 Ellipse Larry Beesley : Building Open 1
S-101 Ellipse Larry Beesley : Building Open 1
S-101 Ellipse Larry Beesley : Building Open 1
S-101 Ellipse Larry Beesley : Building Open 1
S-101 Ellipse Larry Beesley : Building Open 1
S-101 Ellipse Larry Beesley : Building Open 1
S-101 Ellipse Larry Beesley : Building Open 1
S-101 Rectangle Larry Beesley : Building Open 1
New Single Family Residence
These plans have been engineered and the builder must follow all of the engineers speck to be able to pass inspections. Please follow all of the specks and details.
Approval of plans does not constitute approval of variance from code
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
S-101 Stamp Larry Beesley : Building Open 1 Approved - Building Inspector
S-101 Free text Larry Beesley : Building Open 1 SD
S-201 Rectangle Larry Beesley : Building Open 2
S-201 Stamp Larry Beesley : Building Open 2 Approved - Building Inspector
S-301 Line Larry Beesley : Building Open 3
S-301 Line Larry Beesley : Building Open 3
S-301 Line Larry Beesley : Building Open 3 17.28 ft
S-301 Free text Larry Beesley : Building Open 3 solid header
S-301 Line Larry Beesley : Building Open 3
S-301 Rectangle Larry Beesley : Building Open 3
S-301 Stamp Larry Beesley : Building Open 3 Approved - Building Inspector
S-301 Free text Larry Beesley : Building Open 3 SD
S-301 Free text Larry Beesley : Building Open 3 SD CO
S-302 Free text Larry Beesley : Building Open 4 SD
S-302 Stamp Larry Beesley : Building Open 4 Approved - Building Inspector
S-401 Free text Larry Beesley : Building Open 5 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
S-401 Stamp Larry Beesley : Building Open 5 Approved - Building Inspector
R-101 Squiggly Larry Beesley : Building Open 6 EGRE
R-101 Stamp Larry Beesley : Building Open 6 Approved - Building Inspector
R-102 Stamp Larry Beesley : Building Open 7 Approved - Building Inspector
Approval of plans does not constitute approval of variance from code
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S-101
PLN# 22-09-001
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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TRIPLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
TO DRAIN TO
GARAGE DOOR
9' Basement F. Walls
Furnace
WH
5050 SV
Family Room
Game Area
Mech
Cut 9' for Garage
Opening with Req.
Blocking
Cut 3' for Passage
Opening with Req.
Blocking
10 CFM Fresh Air
Length of Footing
T-Wall
28
6
8
Shelves
Shelves
28
6
8
WH
28
6
8
28
6
8
5068 Bi-Fld 5068 Bi-Fld
5068 Bi-Fld5068 Bi-Fld
2X
6
W
A
L
L
2
4
6
8
2 4 6 8
4050 SV
Cut 6' for Passage
Opening with Req.
Blocking
Cut 3' for Passage
Opening with Req.
Blocking Cut 9' for Garage
Opening with Req.
Blocking
Cut 9' for Garage
Opening with Req.
Blocking
Line of Concrete Patio
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
Bedroom 2
11'-0" x 12'-3"
10 CFM Fresh Air
Smoke Detector
Bedroom 3
11'-0" x 12'-3"
10 CFM Fresh Air
Smoke Detector
Bedroom 4
11'-0" x 13'-7"
10 CFM Fresh Air
Smoke Detector
Bedroom 5
11'-0" x 13'-7"
10 CFM Fresh Air
Smoke Detector
4050 SV
30
6
8
S
CM
J
J
30
6
8
Pipe can 45° for 4' Max.
30° consistant
1/4 per 1'
1'
-
8
"
1'-8"
4'
-
5
"
Non-Combustable
Floor Pad
French Drain,
Consult Owner
French Drain,
Consult Owner
Shelves
S
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e
l
v
e
s
8' Ceiling
9' Ceiling
8' Ceiling
Bath
50 CFM
Bath
50 CFM
4050 SV
J
4050 SV
J
French Drain,
Consult Owner
French Drain,
Consult Owner
French Drain,
Consult Owner
French Drain,
Consult Owner
4'5'-7"29'-4"
8'
-
6
"
4'-6"13'
Center of
Footing
Center of
Footing
4'
-
9
"
Center of
Beam & Footing
21'-11"16'-9"
25'17'-6"
22
'
-
2
"
2'
-
8
"
9'7'-1"
38'-8"
5'
-
1
0
"
81'-8"
26'-11"16'-1"
43'
38
'
-
4
"
64'-2"
16'-9"
2"
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17
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5'
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4
"
50
'
-
4
"
8'-4"5'-6"
29'-3"
3'
-
9
"
13
'
-
1
0
"
12
'
14
'
-
1
1
"
3'
-
6
"
34'-3"
12'-10"
6'-11"11'9'
22
'
-
4
"
16
'
6'-11"
10"
3'-8"3'-8"7'-8"5'-4"15'-2"20'-1"
10
'
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8
"
18
'
-
6
"
5'-4"11'-6"11'-9"
12
'
8'-1"
5'
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6
"
30
'
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4
"
6'
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2
"
18
'
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6
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3'
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6
"
4'-4"
15
'
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0
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2'
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7
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2'
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7
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8'-1"
7'
6'
3'
-
2
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8'-10"
6'
-
4
"
1'
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9
"
3'
-
7
"
3'
-
6
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4'
17'-6"
81'-8"
Fl
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LN
LN
Up
Railing
1111 1111 1111
1111 1111 1111 1111 1111 1111
6666666666666666
66666666
1111
26262626
2626262626262626
1111
9'9'9'9'
FW1FW1FW1FW1
FW1FW1FW1FW1 FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
L1L1L1L1 L1L1L1L1 L1L1L1L1
L1L1L1L1L1L1L1L1
FW
3
FW
3
FW
3
FW
3
FW
3
FW
3
FW
3
FW
3
FW
3
FW
3
FW
3
FW
3
FW3FW3FW3FW3
FW3FW3FW3FW3
FW3FW3FW3FW3
FW3FW3FW3FW3
FW
3
FW
3
FW
3
FW
3
FW3FW3FW3FW3
FW
3
FW
3
FW
3
FW
3
F3F3F3F3 F3F3F3F3 F3F3F3F3
F3F3F3F3F3F3F3F3F3F3F3F3
F3F3F3F3
F9F9F9F9
F9F9F9F9
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F3F3F3F3
F3F3F3F3
F1F1F1F1
F1F1F1F1
F1F1F1F1
F3F3F3F3
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F3F3F3F3
F1F1F1F1
F1F1F1F1
FW1FW1FW1FW1
FW
1
FW
1
FW
1
FW
1
F9F9F9F9
8888" PORCH CAP W/ #4" PORCH CAP W/ #4" PORCH CAP W/ #4" PORCH CAP W/ #4
@ 18" O.C. BOTH@ 18" O.C. BOTH@ 18" O.C. BOTH@ 18" O.C. BOTH
WAYSWAYSWAYSWAYS
INDEX OF SHEETS
S-101
S-201
S-301
S-302
S-401
R-101
R-102
FOUNDATION
FLOOR FRAMING
WALL FRAMING
BASEMENT WALL FRAMING
ROOF FRAMING
DETAILS
DETAILS
FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE
IDIDIDID
F1
F3
F9
WIDTHWIDTHWIDTHWIDTH
16"
18"
24"
DEPTHDEPTHDEPTHDEPTH
8"
8"
10"
FOOTING TYPEFOOTING TYPEFOOTING TYPEFOOTING TYPE
CONTINUOUS FOOTING
CONTINUOUS FOOTING
24” X 24” X 10” SPREAD FOOTER
FOOTING REBARFOOTING REBARFOOTING REBARFOOTING REBAR
(2) #4 BAR CONT.
(2) #4 BAR CONT.
(3) #4 BOTH WAYS
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
---
---
---
SIMPSON TIESSIMPSON TIESSIMPSON TIESSIMPSON TIES
SYMSYMSYMSYM
1 1 1 1
6666
2
6
2
6
2
6
2
6
IDIDIDID
1
6
26
QTYQTYQTYQTY
11
6
3
TYPETYPETYPETYPE
HDU5
STHD14RJ
ABU66Z
FOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLS
WALL IDWALL IDWALL IDWALL ID
FW1
FW3
THICKTHICKTHICKTHICK
8"
8"
HEIGHTHEIGHTHEIGHTHEIGHT
4'
9'
VERT BARVERT BARVERT BARVERT BAR
#4
#4
VERT SPACINGVERT SPACINGVERT SPACINGVERT SPACING
24" O.C.
24" O.C.
HORIZ BARHORIZ BARHORIZ BARHORIZ BAR
#4
#4
HORIZ SPACINGHORIZ SPACINGHORIZ SPACINGHORIZ SPACING
24" O.C.
24" O.C.
BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"
(1)
(2)
J-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZE
5/8" W/7" EMBED
5/8" W/7" EMBED
J-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACING
48" O.C.
48" O.C.
LINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULELINTEL SCHEDULE
IDIDIDID
L1
LINTEL TYPELINTEL TYPELINTEL TYPELINTEL TYPE
(2) #4 BARS TOP & BOTTOM
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"
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 STRUCTU RAL
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 40 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 2018 IRC SECTION 406
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.
LOCATION: REXBURG, ID
ROOF SNOW: 35 PSF
GROUND SNOW: 50 PSF
WIND SPEED: 115 MPH
EXPOSURE: C
FROST DEPTH: 36"
SEISMIC: D1
Ss 0.366
S1 0.142
SDS 0.368
SD1 0.220
REGULATION: IRC 2018
ARCHITECTURAL PLANS PROVIDED BY:
SUNDANCESUNDANCESUNDANCESUNDANCE
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 SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
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S-201
PLN# 22-09-001
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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SIMPSON ITS HANGERSSIMPSON ITS HANGERSSIMPSON ITS HANGERSSIMPSON ITS HANGERS (TYP) (TYP) (TYP) (TYP)
10-3/4"x12" 24F-V4 GLB10-3/4"x12" 24F-V4 GLB10-3/4"x12" 24F-V4 GLB10-3/4"x12" 24F-V4 GLB
1-3/4"x11-7/8" LVL1-3/4"x11-7/8" LVL1-3/4"x11-7/8" LVL1-3/4"x11-7/8" LVL1-3/4"x11-7/8" LVL1-3/4"x11-7/8" LVL1-3/4"x11-7/8" LVL1-3/4"x11-7/8" LVL
WEB STIFFENERWEB STIFFENERWEB STIFFENERWEB STIFFENER
W/ MIU1.81/11W/ MIU1.81/11W/ MIU1.81/11W/ MIU1.81/11
11-7/8" TJI 210 @ 16" O.C.11-7/8" TJI 210 @ 16" O.C.11-7/8" TJI 210 @ 16" O.C.11-7/8" TJI 210 @ 16" O.C.
OVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKING
THROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INST ALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INST ALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INST ALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INST ALL PER
MANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANK
NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)
BLOCKOUT FOR STAIRSBLOCKOUT FOR STAIRSBLOCKOUT FOR STAIRSBLOCKOUT FOR STAIRS
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"
ARCHITECTURAL PLANS PROVIDED BY:
SUNDANCESUNDANCESUNDANCESUNDANCE
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 SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
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:
S-301
PLN# 22-09-001
DR
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CH
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1/27/2022
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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4050 F
36
8
0
9'
DWLS
10
'
-
8
"
64'-2"
28
6
8
30
6
8
26
6
8
2
8
6
8
He
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9' x 8' OH Garage Door
5040 SV5060 F
4060 SV 8' HH
5040 SV
17'-6"
10'7'-10"5'-6"5'-6"7'-2"
16'-8"
8'-5"8'-3"
47'-6"
11'-6"
7'-3"
11
'
-
7
"
12
'
-
1
1
"
5'14'-10"3'-2"2'
13
'
-
8
"
6'
16'-9"
10'-6"
11'-5"
7'-3"4'-2"
11
'
-
6
"
16
'
38
'
-
2
"
38'-8"26'-11"16'-1"
9'2'-7"2'9'4'-6"38'-8"
81'-8"
50
'
-
2
"
30
'
-
2
"
16
'
5'
-
6
"
2'-8"
25'
24
'
-
6
"
3'-9"
2'
3'
-
9
"
4'
4'
-
4
"
Ref
12
'
3050 F
10
0
C
F
M
IB
W
P
5
3'
-
1
"
2'
14
'
-
7
"
10'-6"
5'-6"5'
Micro
DO
Li
n
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n
22
'
-
2
"
2668
12'-2"3'-4"4'-8"14'-2"2'-8"
Higher Header Higher Header
5060 FHigher Header5060 F
2
x
6
W
a
l
l
2'-8"
3'-9 1/2"
De
s
k
WIC &
Sewing/Hobby
10'-0"x10'-2"
10' Flat Ceiling
50 CFM
30
6
8
50 CFM
24
6
8
Entry/Waiting
Room
14'-2"x10'-0"
10' Flat Ceiling
50 CFM
6068 Bi-FldBuilt-In Bookshelf
24
6
8
24
6
8
Linen
Teaching
Studio
13'-4"x15'-3"
10' Flat w Vault Build
down to 9' side walls
10 CFM
3068 P
3'
-
6
"
6068 Slider
9' x 8' OH Garage Door9' x 8' OH Garage Door
30
6
8
3068
3068
3068
Covered Patio
5'-6"
10
'
-
6
"
3'
-
8
"
4'
-
7
"
3'
-
9
"
5'
-
1
"
5'
-
8
"
5'
-
3
"
Master
Bedroom/1
15'-10" x 15'-2"
10 CFM Fresh Air
10' Flat Ceiling
Smoke Detector
4'3'-10"2'-6"7'-2"6'-8"
5'-1"6'-9"4'-11"
5'-9"
8'6'-2"
10
'
-
8
"
2'
-
7
"
S
CM
9'2'-5"4'-6"
Op
e
n
Co
a
t
Cl
o
s
e
t
Duct Work
2868
2-2668
6'
5'
-
6
"
3'
-
1
"
17x17 Stack with 4"
Brick Surrond
4'
-
2
"
Johnny
Cabinet
Master
Bath
10' Ceiling
50 CFM
4'-6"
Concrete
Pad For
A/C
2'
-
8
"
4'
-
1
0
"
Li
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O
f
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S
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A
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Li
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O
f
A
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S
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A
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e
Pull Down Access
Va
u
l
t
V
a
u
l
t
3 Car Garage
1182 SF
Great Room
27'-4" x 19'-3"
10 CFM Fresh Air
10' Flat Ceiling
Kitchen
10' Flat Ceiling
Utility
10' Flat Ceiling
80 WHF
50 CFM
15
'
-
9
"
WIPantry
4'-6"x12"-1"
4'
4'
E
a
.
S
i
d
e
IB
W
P
5
4'
E
a
.
S
i
d
e
IBWP 5
4' Ea. Side
Li
n
e
n
5'-10"
IB
W
P
5
4'
E
a
.
S
i
d
e
Higher Header5040 SV
2'-2"
2'
-
4
"
6'-5 1/2"7'-8 1/2"3'-8"
2 13456789
10111213
DN
2'6'2'
2'
3'
-
1
0
"
14'14'-8"
7'-3"6'-9"2'-6"6'-9"5'-5"
IB
W
P
5
30'
19
'
-
3
"
23
'
-
6
"
13
'
-
1
0
"
21
'
-
8
"
2'
-
6
"
5
R-101
INDIV. 5-1/8"x13-1/2" 24F-V4 GLB ORINDIV. 5-1/8"x13-1/2" 24F-V4 GLB ORINDIV. 5-1/8"x13-1/2" 24F-V4 GLB ORINDIV. 5-1/8"x13-1/2" 24F-V4 GLB OR
INDIV. H1 W/ C4 IN BETWEEN OPENINGSINDIV. H1 W/ C4 IN BETWEEN OPENINGSINDIV. H1 W/ C4 IN BETWEEN OPENINGSINDIV. H1 W/ C4 IN BETWEEN OPENINGS
SW7SW7SW7SW7
SW
7
SW
7
SW
7
SW
7
SW7SW7SW7SW7
SW7SW7SW7SW7 SW7SW7SW7SW7
SW7SW7SW7SW7 SW7SW7SW7SW7SW7SW7SW7SW7SW7SW7SW7SW7
SW7SW7SW7SW7SW7SW7SW7SW7
SW7SW7SW7SW7 SW7SW7SW7SW7SW7SW7SW7SW7
SW
7
SW
7
SW
7
SW
7
H1H1H1H1 H2H2H2H2 H1H1H1H1
H1H1H1H1H1H1H1H1
H1H1H1H1
H1H1H1H1
H1H1H1H1H1H1H1H1 H1H1H1H1 H1H1H1H1
SW
7
SW
7
SW
7
SW
7
H2H2H2H2
H2H2H2H2 H2H2H2H2
SW
7
SW
7
SW
7
SW
7
C8C8C8C8, MIN, MIN, MIN, MIN
(TYP)(TYP)(TYP)(TYP)
C4C4C4C4
C8C8C8C8
C4C4C4C4 C4C4C4C4
SW
7
SW
7
SW
7
SW
7
SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE
IDIDIDID
SW7
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
TYPETYPETYPETYPE
7/16” OSB W/ 8d @ 4” O.C. ALL PANEL EDGES & 12” O.C. FIELD OR 1-1/2" 16 GA STAPLES @ 3” O.C. ALL PANEL EDGES & 12” O.C. FIELD
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
C3
C4
C8
MATERIALMATERIALMATERIALMATERIAL
(3) 2X4 SPF #2 OR BETTER
(5) 2X4 SPF #2 OR BETTER
(3) 2X6 SPF #2 OR BETTER
6X6 SPF #1 OR BETTER
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H?
H1
H2
PLYPLYPLYPLY
NA
2
2
SIZESIZESIZESIZE
SIZING PER ENGINEER
2X10 SPF
2X12 SPF
NOTENOTENOTENOTE
4 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.
ARCHITECTURAL PLANS PROVIDED BY:
SUNDANCESUNDANCESUNDANCESUNDANCE
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 SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
17.28 ft
solid header
SD SD CO
DE
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:
S-302
PLN# 22-09-001
DR
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:
CH
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1/27/2022
12
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8
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
Co
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TRIPLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
TO DRAIN TO
GARAGE DOOR
9' Basement F. Walls
Furnace
WH
5050 SV
Family Room
Game Area
Mech
Cut 9' for Garage
Opening with Req.
Blocking
Cut 3' for Passage
Opening with Req.
Blocking
10 CFM Fresh Air
Length of Footing
T-Wall
28
6
8
Shelves
Shelves
28
6
8
WH
28
6
8
28
6
8
5068 Bi-Fld 5068 Bi-Fld
5068 Bi-Fld5068 Bi-Fld
2X
6
W
A
L
L
2
4
6
8
2 4 6 8
4050 SV
Cut 6' for Passage
Opening with Req.
Blocking
Cut 3' for Passage
Opening with Req.
Blocking Cut 9' for Garage
Opening with Req.
Blocking
Cut 9' for Garage
Opening with Req.
Blocking
Line of Concrete Patio
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
Bedroom 2
11'-0" x 12'-3"
10 CFM Fresh Air
Smoke Detector
Bedroom 3
11'-0" x 12'-3"
10 CFM Fresh Air
Smoke Detector
Bedroom 4
11'-0" x 13'-7"
10 CFM Fresh Air
Smoke Detector
Bedroom 5
11'-0" x 13'-7"
10 CFM Fresh Air
Smoke Detector
4050 SV
30
6
8
S
CM
J
J
30
6
8
Pipe can 45° for 4' Max.
30° consistant
1/4 per 1'
1'
-
8
"
1'-8"
4'
-
5
"
Non-Combustable
Floor Pad
French Drain,
Consult Owner
French Drain,
Consult Owner
Shelves
S
h
e
l
v
e
s
8' Ceiling
9' Ceiling
8' Ceiling
Bath
50 CFM
Bath
50 CFM
4050 SV
J
4050 SV
J
French Drain,
Consult Owner
French Drain,
Consult Owner
French Drain,
Consult Owner
French Drain,
Consult Owner
4" Conc. Pour Over
Undisturbed Soil
4'5'-7"29'-4"
8'
-
6
"
4'-6"13'
Center of
Footing
Center of
Footing
4'
-
9
"
Center of
Beam & Footing
21'-11"16'-9"
25'17'-6"
22
'
-
2
"
2'
-
8
"
9'7'-1"
38'-8"
5'
-
1
0
"
81'-8"
26'-11"16'-1"
43'
38
'
-
4
"
64'-2"
16'-9"
2"
R
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L
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2"
R
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k
L
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d
g
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2"
R
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k
Le
d
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e
17
'
-
2
"
5'
-
4
"
50
'
-
4
"
8'-4"5'-6"
29'-3"
3'
-
9
"
13
'
-
1
0
"
12
'
14
'
-
1
1
"
3'
-
6
"
34'-3"
12'-10"
6'-11"11'9'
22
'
-
4
"
16
'
6'-11"
10"
3'-8"3'-8"7'-8"5'-4"15'-2"20'-1"
10
'
-
8
"
18
'
-
6
"
5'-4"11'-6"11'-9"
12
'
8'-1"
5'
-
6
"
30
'
-
4
"
6'
-
2
"
18
'
-
6
"
3'
-
6
"
4'-4"
15
'
-
1
0
"
2'
-
7
"
2'
-
7
"
8'-1"
7'
6'
3'
-
2
"
8'-10"
6'
-
4
"
1'
-
9
"
3'
-
7
"
3'
-
6
"
4'
17'-6"
81'-8"
Fl
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J
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Fl
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Fl
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LN
LN
Up
Railing H1H1H1H1 H1H1H1H1 H1H1H1H1
H1H1H1H1H1H1H1H1H1H1H1H1
H1H1H1H1
C8C8C8C8
C8C8C8C8
C1C1C1C1
C1C1C1C1
C3C3C3C3
C1C1C1C1
SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE
IDIDIDID
SW7
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
TYPETYPETYPETYPE
7/16” OSB W/ 8d @ 4” O.C. ALL PANEL EDGES & 12” O.C. FIELD OR 1-1/2" 16 GA STAPLES @ 3” O.C. ALL PANEL EDGES & 12” O.C. FIELD
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
C3
C4
C8
MATERIALMATERIALMATERIALMATERIAL
(3) 2X4 SPF #2 OR BETTER
(5) 2X4 SPF #2 OR BETTER
(3) 2X6 SPF #2 OR BETTER
6X6 SPF #1 OR BETTER
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H?
H1
H2
PLYPLYPLYPLY
NA
2
2
SIZESIZESIZESIZE
SIZING PER ENGINEER
2X10 SPF
2X12 SPF
NOTENOTENOTENOTE
4 BASEMENT LEVEL WALL FRAMINGBASEMENT LEVEL WALL FRAMINGBASEMENT LEVEL WALL FRAMINGBASEMENT 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.
ARCHITECTURAL PLANS PROVIDED BY:
SUNDANCESUNDANCESUNDANCESUNDANCE
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 SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
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S-401
PLN# 22-09-001
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STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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5-1/8"x13-1/2" 24F-V4 GLB W/ CBT5-1/8"x13-1/2" 24F-V4 GLB W/ CBT5-1/8"x13-1/2" 24F-V4 GLB W/ CBT5-1/8"x13-1/2" 24F-V4 GLB W/ CBT2222ZZZZ BEAM POCKETBEAM POCKETBEAM POCKETBEAM POCKET (TYP) (TYP) (TYP) (TYP)
6X6 SPF #1 W/ CBT6X6 SPF #1 W/ CBT6X6 SPF #1 W/ CBT6X6 SPF #1 W/ CBT2222ZZZZ
OVERBUILD (TYP)OVERBUILD (TYP)OVERBUILD (TYP)OVERBUILD (TYP)
GIRDER TRUSSGIRDER TRUSSGIRDER TRUSSGIRDER TRUSS
2 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.
ARCHITECTURAL PLANS PROVIDED BY:
SUNDANCESUNDANCESUNDANCESUNDANCE
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 SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
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STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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1111
2222
3333
4444
55556666
7777
88889999
10101010
11111111
12121212
14141414
13131313
CEILING OF NEXT LEVEL
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - 6'8" HEAD CLEARANCE ENTIRETY OF STAIRS
2 - HANDRAIL 36" VERTICALLY FROM STAIR
NOISING
3 - 7-3/4" MAX RISE
4 - 10" MIN RUN
5 - 2X CLEAT. PRESSURE TREATED IF FLOOR IS
CONCRETE
6 - DRY WALL
7 - LVL STRINGER
8 - SIMPSON SLOP ABLE HANGER
9- FLOOR FRAMING
10 - RIM BOARD
11 - LVL DROPPED TO MATCH STRINGERS
12 - FILLER BLOCK
13 - MAX 4" GAP
14 - 42" MIN GUARD RAIL
7
8
4
6
531212 4 91110
8
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OPTION 1OPTION 1OPTION 1OPTION 1 OPTION 2OPTION 2OPTION 2OPTION 2
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER
2 - 2x8 (MIN) CONT BEARING PLATE.
3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILS
MIN.
4 - ROOF SHEATHING
5 - 2x OVERBUILD FRAMING
6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER
7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE
CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT.
8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF
OVER-BUILD).
9 - PREFABRICATED OVERBUILD ROOF TRUSSES @ 24" O.C.
10 - (3) 16d NAILS INTO EACH ROOF FRAMING MEMBER.
11 - 2x6 (MIN) CONT BEARING PLATE.
12 - EDGE NAILING 8d NAILS AT 4" O.C.
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER
2 - 2x8 (MIN) CONT BEARING PLATE.
3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILS
MIN.
4 - ROOF SHEATHING
5 - 2x OVERBUILD FRAMING
6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER
7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE
CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT.
8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF
OVER-BUILD).
9 - PREFABRICATED OVERBUILD ROOF TRUSSES @ 24" O.C.
10 - (3) 16d NAILS INTO EACH ROOF FRAMING MEMBER.
11 - 2x6 (MIN) CONT BEARING PLATE.
12 - EDGE NAILING 8d NAILS AT 4" O.C.
6
1
2
4
3
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8
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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
1
2
3
4
5
KEY NOTESKEY NOTESKEY NOTESKEY NOTES (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3)
1 - WINDOW WELL. MIN 36" CLEARANCE FROM
FOUNDATION WALL. 9 SQ. FT. MIN
2 - 44" MAX SILL HEIGHT ABOVE FINISHED FLOOR
3 - PERMANENT LADDER OR STEPS REQUIRED
WHEN DEPTH OF WINDOW WELL IS GREATER
THEN 44 INCHES
4 - EMERGENCY ESCAPE AND RESCUE OPENING
WITH SILL HEIGHT BELOW GRADE.
5 - 4" GRAVEL
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KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - FOOTING, SEE FDN PLAN
2 - ALL SPLICES TO HAVE 40 BAR DIA.
OVERLAP
3 - CONCRETE WALL, SEE FDN PLAN
4 - ANCHOR BOLTS, SEE FDN PLAN
5 - SILL SEALER
6 - CONT. SILL PLATE AND ANCHOR BOLTS
7 - REQ'D PANEL EDGE NAILING
8 - SQUARE PLATE WASHERS
9 - STANDARD HOOK, 12 BAR DIA. WET SET
ACCEPTABLE. HOOK HORIZONTAL REBAR
1
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11
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KEYNOTESKEYNOTESKEYNOTESKEYNOTES::::
1 - COLUMN (SEE WALL FRAMING PG FOR SIZE/TYPE)
2 - COLUMN TO PIER CONNECTION (SEE FND PLAN)
3 - CAP MATERIAL PER OWNER BUILDER
4 - CONCRETE PIER (SEE FND PLAN)
5 - PRESSURE TREATED FRAMING OR BLOCK CMU
6 - DURAROCK OR EQUAL ATTACHED TO FRAMING W/STAINLESS
STEEL SCREWS.
7 - MASONRY FINISH PER OWNER BUILDER
8 - FOOTING (SEE FND PLAN)
9 - MIN 3/4" GAP BETWEEN FRAMING, CMU, & CAP
TO COLUMN.
10 - CONCRETE FINISH.
11 - FLASHING NOTCHED INTO COLUMN
3 401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
6 302-ROOF OVERBUILD302-ROOF OVERBUILD302-ROOF OVERBUILD302-ROOF OVERBUILD
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
5 201-PORTAL WALL FRAME201-PORTAL WALL FRAME201-PORTAL WALL FRAME201-PORTAL WALL FRAME
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
7 107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
9 109-FOUNDATION WALL109-FOUNDATION WALL109-FOUNDATION WALL109-FOUNDATION WALL
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
26 111-MASONRY TO CONC PIER111-MASONRY TO CONC PIER111-MASONRY TO CONC PIER111-MASONRY TO CONC PIER
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
ARCHITECTURAL PLANS PROVIDED BY:
SUNDANCESUNDANCESUNDANCESUNDANCE
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 SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.
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STAMPED/ENGINEERED FOR
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REENGINEERING IS REQUIRED.
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KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - ROOF FINISH PER OWNER/BUILDER.
OVER MIN #15 ROOFING FELT.
2 - OSB SHEETING
3 - MIN 2' ICE & WATER SHIELD
4 - DRIP LEDGE
5 - SUB FACIA
6 - SOFFIT
7 - WALL FINISH PER OWNER/BUILDER
8 - OSB WALL SHEETING
9 - WATER RESISTANT BARRIER
1
5
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1
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4
2
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8
1
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KEYNOTES
1 - WALL SHEATHING
2 - HOLDOWN
3 - WOOD STUD WALL
4 - CONCRETE WALL
5 - WOOD ATTACHMENT SEE
HOLDOWN MANUFACTURER
SPECIFICATIONS
6 - EDGE NAILING SEE SHEAR WALL
SCHEDULE
7 - WOOD POST SEE HOLDOWN
MANUFACTURER SPECIFICATIONS
8 - WOOD FLOOR JOIST
Section A Section B
PLAN VIEW
A
B
1111
1111
7777
44444444
5555
3333
6666
2222
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - SUB FASCIA
2 - SIMPSON LUS HANGERS (TYP)
3 - 2x OUTLOOKERS @ 24" O.C.
4 - MANUFACTURED TRUSSES
5 - GABLE TRUSS
6 - SIMPSON H2.5A (TYP)
7 - STUD WALL
2 301-ROOF EAVE301-ROOF EAVE301-ROOF EAVE301-ROOF EAVE
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
7 501-TYPICAL STHD HOLDOWN501-TYPICAL STHD HOLDOWN501-TYPICAL STHD HOLDOWN501-TYPICAL STHD HOLDOWN
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
14 305-OUTLOOKERS305-OUTLOOKERS305-OUTLOOKERS305-OUTLOOKERS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
ARCHITECTURAL PLANS PROVIDED BY:
SUNDANCESUNDANCESUNDANCESUNDANCE
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 SOUTHSOUTHSOUTHSOUTH
FORK DRAWINGSFORK DRAWINGSFORK DRAWINGSFORK DRAWINGS, THE SOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGSSOUTH FORK DRAWINGS GOVERN.