HomeMy WebLinkAboutENGINEER PLANS - 21-01027 - 1139 Greenside Loop - New SFRPR
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DB
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SB36SB41
SB37
B32B36SB47Dishwasher 1
B24R
SB30
B24RB24RB24RB24RB24R
B24R B24R B24R B24R B24R
B24R
B24R
SB36SB41
SB37
B32B36SB47Dishwasher 1
B24R
SB30
B24RB24RB24RB24RB24R
B24R B24R B24R B24R B24R
B24R
B24R
U241590R
OTC332490
3020FX3020FX2020RS2020RS2020RS
3050SC
3050SC
3050SC
3050SC
3050SC
3068
3050SC 3030SC
4040RS
9080
3068
9080
9080
3050SC
3050SC
3680
2623
3068
2868
2868
3068
2868
3068
3568
2668
2668
4068
2668
3050SC3050SC
3050SC
3050SC
5068
3050SC
3050SC
3050SC
3050SC
3050SC
3068
3068
2868
2668
5068
UP
E8E8
Elevation 8
E9E9
Elevation 9
4'5'-5 1/2"
3'-1"
3'-6"
5'-6"
3'-4"
3'-4"
5'-7"
3'-6"
6'-2 1/2"6'-4 1/2"
15'-4"7'-1 1/2"5'-4 1/2"9'-5 1/2"14'-5 1/2"
7'
2'-1"
3'-4"
4'-11"
4'-11"
17'-9"
28'-8"
8'
33'-10"
11'-1 1/2"
12'-5 1/2"
8'
20'-7"
8'-6"
6'-8"
3'-2"
12'-3"
9'-8 1/4"
5'
6'-6"5'-5"
3'-8"
12'-5"
17'-3 1/2"
5'-5"2'-4"2'-4"5'-3"3'-4 1/2"3'-9"
3'3'-6"33'-1"8'6'-3"3'
6'-6"41'-1"9'-3"2'-2"12'-7"
5'
3'-4"
4'-10"
4'-2"
3'-4"
8'
3'-6"
13'-2"
15'-6"
18'-3"
3'-6"5'-1"
6'-10"
4'-8"
3'-8"
2'-1"
5'-6 7/16"
3'-6"
5'-10 1/2"5'-10 1/2"
4'
4'
4'-2 1/16"
3'-4"
4'-3"
5'-1"
3'-4"
3'-4"
5'
4'-2 1/2"
3'-4"
3'-4"
4'-2"
4'-6"
3'-4"
4'-6"
5'-11 9/16"3'
4'-11"2'-4"2'-4"4'-11"3'-5"
12'
12'-2 1/2"14'-7"
7'-4"
4'-1 9/16"
4'-5"
3'-4"
4'-5 1/2"
7'-4"
12'
7'-6"
6'-9"
6'-9"
2'
26'-10"
13'-6"
72'-10"
13'-2"
2 1/16"
3'-8"
6'
3'-4"
4'-5"
1'-11"
17'-5"
13'-2"
15'-6"
6'-3 1/2"
5'-4 1/2"
6'-7"
17'-9"
72'-10"
5'-6"
2'-8"
8'-2"
2'
2 1/16"
5'-8"2'-4"
8'
3'-4"3'-4"3'-4"
6'-6"10'7'-1"
71'-7"
3'-9"
8'
16'-9" X 14'-6"
12'-4" X 8'-11"
12'-2" X 11'-7"
4'-0" X 9'-9"
12'-4" X 11'-9"
41'-8" X 31'-3"
GARAGE
Fireplace
STAIRWELL
LAUNDRY
LIVING AREA
OFFICE
BEDROOM
MASTER BDRM
Flood Li
Flood Light
Flood Light
lood Light
Soffit Can
Soffit Can
Soffit Can
Soffit Can
Soffit Can
Soffit C
All Sofitts 18" min
loor
aper
aper
G
1.
ab
2
D
sh
co
3.
w
R
H1 - STHD 14
H2 - RJSTHD 14
n, Front and sides
nt Porch
oundation Walls
ch TYP
Ma
Ba
Ga
To
Smoke
Detector/
carbon
monoxide
detector
Contractor to locate exact
location of req. 22"x30"
Attic Access point
Min 30" vertical Head Room
Clearance
(2) 2x10 for portal framing
refer to page 6 figure 1
(2) 2x10 for portal framing
refer to page 6 figure 1
(2) 2x10 for portal framing
refer to page 6 figure 1
Great Room
Nook
H1
H1
H1
H1
H1
H1
10 CFM Fresh Air
Smoke Detector
10 CFM Fresh Air
Smoke Detector
10 CFM Fresh Air
Smoke Detector
7
7
7
5
5
STHD14
STHD14 STHD14
STHD14
STHD14
STHD14IF BROKEN, STRAP TOP
PLATE W/ MSTC40
(2
)
2
x
8
(2
)
2
x
8
(2) 2x8
(2
)
2
x
6
(2) 2x8
(2
)
1
3
/
4
x
1
1
7
/
8
L
V
L
(2
)
1
3
/
4
x
1
1
7
/
8
L
V
L
(2) 2x6
(2) 2x8
(2) KS
(2) KS
(2) KS
(2) KS
STRAP HEADER TO
SHEARWALL W/ MSTC40
STRAP HEADER TO
SHEARWALL W/ MSTC40
STRAP HEADER TO
SHEARWALL W/ MSTC40
301
7
(2
)
1
3
/
4
x
1
1
7
/
8
L
V
L
5
7 7
7
302
FLOOR/ROOF FRAMING PLAN NOTES
A.VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL
DRAWINGS.
B.IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN,
PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY.
C. , , , -AS SHOWN ON PLAN INDICATES A
SHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALL
LENGTH.
D.TIE EACH ROOF TRUSS AT BEARING LOCATIONS WITH (1)
H2.5A OR (1) H1 CLIP, AND EACH GIRDER TRUSS WITH (2)
H2.5A CLIPS, UNO.
E.ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE
"5" SHEARWALLS, UNO.
5 6.7
SHEARWALL TYPE SCHEDULE
NOTES:
1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON
THE PLANS.
2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.
3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE.
EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR
SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.
4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1)
ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.
5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESS
NOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2"
ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.)
6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON
PLANS OR DETAILS.
7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.
MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT
7 16" APA RATED
SHEATHING
(BLOCKED)
ONE SIDE OF WALL
8d COMMON
AT 6" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 36" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 48" O.C.
WOOD: 16d STAGGERED AT 6" O.C.
7 16" APA RATED
SHEATHING
(BLOCKED) ONE SIDE
OF WALL
8d COMMON
AT 3" O.C.
8d COMMON
AT 12" O.C.
CONCRETE: 12"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 18" O.C.
CONCRETE: 5 8"Ø A.B. W/ 14"x3"x3"
PLATE WASHERS AT 26" O.C.
WOOD:16d STAGGERED AT 3" O.C.
5
7
(2
)
2
x
8
ST
H
D
1
4
IF BROKEN, STRAP TOP
PLATE W/ MSTC40
(2) 1 3/4x9 1/2 LVL
OR 3-1/8x9 GLB
(2) 1 3/4x9 1/2 LVL
OR 3-1/8x9 GLB
(2) 1 3/4x9 1/2 LVL
OR 5-1/8x9 GLB
(2
)
1
3
/
4
x
7
1
/
4
L
V
L
OR
3
-
1
/
8
x
9
G
L
B
(2) 1 3/4x7 1/4 LVL
OR 3-1/8x9 GLB
(2
)
1
3
/
4
x
7
1
/
4
L
V
L
OR
3
-
1
/
8
x
9
G
L
B
(2) 1 3/4x9 1/2 LVL
OR 5-1/8x9 GLB
(2
)
1
3
/
4
x
7
1
/
4
L
V
L
OR
3
-
1
/
8
x
9
G
L
B
(3) 1 3/4x14 LVL
OR 5-1/8x13-1/2 GLB
6x6 POST
TOP CONNECTION: MITER
BEAMS AND ATTACH W/ LCE4
BOTTOM CONNECTION: ABU66Z
6x6 POST
TOP CONNECTION: MITER
BEAMS AND ATTACH W/ LCE4
BOTTOM CONNECTION: ABU66Z
6x6 POST
TOP CONNECTION: LCE4 OR PC6Z
BOTTOM CONNECTION: ABU66Z
6x6 POST
TOP CONNECTION: LCE4 OR PC6Z
BOTTOM CONNECTION: ABU66Z
6x6 POST
TOP CONNECTION: LCE4 OR PC6Z
BOTTOM CONNECTION: ABU66Z
6x6 POST
TOP CONNECTION: LCE4 OR PC6Z
BOTTOM CONNECTION: ABU66Z
POCKET BEAM INTO WALL,
SEE TYPICAL DETAIL
POCKET BEAM INTO WALL,
SEE TYPICAL DETAIL
POCKET BEAM INTO WALL,
SEE TYPICAL DETAIL
POCKET BEAM INTO WALL,
SEE TYPICAL DETAIL
POCKET BEAM INTO WALL,
SEE TYPICAL DETAIL
SIMPSON HHUS48
HANGER
SIMPSON HHUS48
HANGER
Ap
r
i
l
8
,
2
0
2
1
KEYNOTES:
1.WOOD TRUSS, SEE PLAN
2.CONT DBL 2x TOP PLATE W/ LAP
SPLICE, SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.WALL SHEATHING, SEE PLAN
5.EDGE NAILING, SEE SHEARWALL
SCHEDULE
6.WOOD TRUSS ALIGNED W/
SHEARWALL W/ A35 CLIP AT 24" O.C.
7.BOUNDARY NAILING, SEE PLAN
8.ROOF SHEATHING, SEE PLAN
2
3 4
6
1
8 7
5
302 WOOD TRUSS AT WOOD STUD WALL
WW_RT316 NO SCALE
4
2
3
6
11
10
1
2
10
9
8
5
7
KEYNOTES:
1.OVERBUILD 2x FRAMING W/
HANGER, SEE PLAN
2.ROOF SHEATHING SEE PLAN
3.2x BLOCKING W/ (4) 16d NAILS
BETWEEN EACH TRUSS
4.WOOD TRUSS W/ CLIP, SEE PLAN
5.WALL SHEATHING AS OCCURS, SEE
PLAN
6.CONT DBL 2x TOP PLATE W/ LAP
SPLICE PER TYPICAL DETAIL
7.EDGE NAILING PER SHEAR WALL
SCHEDULE
8.WOOD TRUSS W/ A35 CLIP
BETWEEN EACH TRUSS
9.WOOD TRUSS, SEE PLAN
10.BOUNDARY NAILING, SEE PLAN
11.WOOD STUD WALL, SEE PLAN
301 WOOD TRUSS AT WOOD STUD WALL
WW_RT321 NO SCALE T1 ELEVATION-TYPICAL 1-STORY SHEARWALL
TD19 NO SCALE
KEYNOTES:
1.SHEATHING MATERIAL
2.DOUBLE STUDS AT EACH END OF
SHEARWALL, EDGE NAIL ALONG
DOUBLE STUDS
3.FULL HEIGHT WOOD STUDS
4.BOTTOM PLATE ATTACHMENT
5.SIMPSON STHD TYPE HOLDOWN
6.MIDHEIGHT BLOCKING AND EDGE
NAILING REQUIRED
7.SIMPSON "PHD" TYPE HOLDOWN
8.FINISHED FLOOR
9.CONT 2x PT SOLE PLATE
1
3
6
8
7
4
5
2
9
KEYNOTES:
1.WOOD STUD WALL, SEE PLAN
2.WOOD HEADER
3.KING STUD(S) PER PLAN
4.(2) 16d NAILS AT 2" O.C.
5.16d NAILS AT 12" O.C.
6.TRIMMER STUD(S) PER PLAN
2
6
3 1
5
4
5
T2 TYPICAL HEADER CONNECTION
TD25 NO SCALE
NOTE:
A.MINIMUM STAPLING SPECIFIED
HEREIN SHALL BE PROVIDED
UNLESS NOTED OTHERWISE ON
PLANS, DETAILS OR GENERAL
STRUCTURAL NOTES
8d COMMON AT 12" O.C.
16 GA STAPLE AT 12" O.C.
ALTERNATE FASTENER SCHEDULE
ALTERNATE FASTENERSPECIFIED FASTENER
8d COMMON AT 6" O.C.
8d COMMON AT 4" O.C.
15 GA STAPLE AT 12" O.C.
14 GA STAPLE AT 12" O.C.
13 GA STAPLE AT 12" O.C.
16 GA STAPLE AT 4" O.C.
15 GA STAPLE AT 5" O.C.
14 GA STAPLE AT 6" O.C.
13 GA STAPLE AT 6" O.C.
13 GA STAPLE AT 5" O.C.
14 GA STAPLE AT 4" O.C.
15 GA STAPLE AT 3" O.C.
16 GA STAPLE AT 2.5" O.C.
15 GA STAPLE AT 2" O.C.
14 GA STAPLE AT 3" O.C.
13 GA STAPLE AT 4" O.C.
8d COMMON AT 3" O.C.
MATERIAL: 7/16" SHEARWALL OR ROOF SHEATHING
NOTES:
1.STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7 16"
INCH OUTSIDE DIMENSION. AND INSTALLED WITH CROWN
PARALLEL TO THE LONG DIMENSION OF FRAMING MEMBER.
2.FRAMING SHALL BE 3x OR WIDER WHEN NAIL SPACING IS
LESS THAN 3 INCHES ON CENTER.
3.ALL STAPLES SHALL HAVE 112" LONG LEGS MINIMUM.
4.STAPLE SIZES AND SPACING PER REPORT NO.
ICC-ESR-1539
T3 ALTERNATE SHEATHING STAPLE OPTION
TD32 NO SCALE
偒佊
䕃
吠
䵁
乁
䝅
刺
2
6
34
1 5
2
1
74
2
1
3
4
18
AT BEAM
AT MID WALL
AT TOP PLATE
T4 TYPICAL BEAM POCKET
TD26 NO SCALE
2
1
4
AT CORNER
10
9
KEYNOTES:
1.WOOD BEAM
2.(2) 16d NAILS AT 6" O.C.
3.KING STUD EACH SIDE OF BEAM
4.SOLID BUILT-UP POST BELOW BEAM
5.STRAP BROKEN TOP PLATE ON SIDE
OR TOP
6.CONT DBL 2x TOP PLATE W/ LAP
SPLICE PER TYPICAL DETAIL
7.FULL-HEIGHT KING STUD EACH SIDE
OF BEAM
8.HGA10 CLIP EACH SIDE
9.FULL-HEIGHT KING STUD AT END OF
BEAM
10.FULL-HEIGHT KING STUD, OPPOSITE
SIDE OF THE BEAM
Ap
r
i
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8
,
2
0
2
1