HomeMy WebLinkAboutEngineer's Framing DetailDR
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TO THE BEST OF MY KNOWLEDGE
AND BELIEF THESE PLANS AND
SPECIFICATIONS CONFORM TO
LOCAL BUILDING CODE
REQUIREMENTS.
ENGINEER OF RECORD:
CALVETTI ENGINEERING, INC.
ANDREW L. CALVETTI P.E. CO 36028
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S-1
2-PLY MEMBER 3-PLY MEMBER 4-PLY MEMBER
(8) 10d COMMON
MIN BTWN SPLICES
TYP DBL TOP PL CONN's
2'-0" MIN LAP - U.N.O.
DBL 2x TOP PL
TYP U.N.O.
(2) 10d ADD'L
10d COMMON @ 24"o.c.(2) 10d @ CORNER &
INTERSECTION LAPS
SAWN LUMBER (2" NOM. THICKNESS) CONNECTION SCHEDULE
PLY TO PLY CONNECTION
2 ROWS 10d NAILS @ 12"o.c.
2-PLY 3-PLY
ONE FACE EA FACE
FOR COLUMNS OVER 3-PLY, ATTACH EACH ADDITIONAL PLY w/ (2) ROWS OF 10d NAILS @ 12"o.c.
LVL 1 3/4" THICK, MEMBER WIDTH < 14" CONNECTION SCHEDULE
PLY TO PLY CONNECTION
2 ROWS 12d NAILS @ 12"o.c.
2-PLY
2 ROWS 1/4"x6" SDS SCREWS @ 24"o.c.
3-PLY
ONE FACE EA FACE
EA FACE
LVL 1 3/4" THICK, MEMBER WIDTH > = 14" CONNECTION SCHEDULE
PLY TO PLY CONNECTION
3 ROWS 16d NAILS @ 12"o.c.
2-PLY
3 ROWS 1/4"x6" SDS SCREWS @ 24"o.c.
3-PLY
ONE FACE EA FACE
EA FACE
FASTENER AT FAR FACE
(3-PLY & 4-PLY ONLY)
4-PLY
12"/24"o.c.
FASTENER AT NEAR FACE
ELEVATION
3
S0.0
TYP MULTIPLE PLY BEAMS & COLUMNS
SCALE: N.T.S.
4-PLY
2"
2"
SHEATING
APPLICATION
WOOD ROOF
FASTENERS
WOOD FLOOR 8d COMMON
8d COMMON
1
S0.0
@ INTERMED SUPPORTS @ PANEL EDGES
12"
12"
6"
6"
SHEATHING NAILING
NAIL SPACING
COMMENTS
TYP FLOOR & ROOF SHEATHING
SCALE: NTS
STRUCTURE DESIGN NOTES S-1
FOUNDATION PLAN S-2
MAIN LEVEL FLOOR FRAMING PLAN S-3
UPPER LEVEL FLOOR FRAMING PLAN S-4
ROOF FRAMING PLAN S-5
BUILDING SECTIONS S-6
BUILDING SECTIONS S-7
TYPICAL WALL SECTION S-8
ADU FOUNDATION PLAN S-9
ADU FLOOR FRAMING PLAN S-10
ADU ROOF FRAMING PLAN S-11
ADU BUILDING SECTIONS S-12
TABLE OF CONTENTS
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STRUCTURE ADDITION DESIGNED TO BE IN ACCORDANCE WITH CH. 16 SECT. 1609
2015 IBC AND 2015 IRC FOR WIND LOADS, 115 MPH, 3 SECOND GUSTS (90 MPH
NOMINAL) AND CH. 16 2015 IBC AND 2015 IRC FOR DEAD AND LIVE LOADS.
ENGINEER OF RECORD CERTIFICATION
GENERAL CONTRACTOR TO REFERENCE THE
NOTE:
2015 INTERNATIONAL BUILDING CODE, IBC
CH. 16 STRUCTURAL DESIGN
CH. 18 SOILS AND FOUNDATIONS
CH. 19 CONCRETE
CH. 20 ALUMINUM
CH. 21 MASONRY
CH. 23 WOOD FRAMING
CH. 24 GLASS AND GLAZING
2015 INTERNATIONAL RESIDENTIAL CODE, IRC
CH. 3 BUILDING PLANNING (R311 MEANS OF EGRESS/R312 GUARDS)
CH. 6 WALL CONSTRUCTION
CH. 9 ROOF ASSEMBLIES
CH. 29 WATER SUPPLY AND DISTRIBUTION
CH. 30 SANITARY DRAINAGE
CH. 15 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
CH. 8 ROOF-CEILING CONSTRUCTION
STRUCTURE DESIGN NOTES:
1. ALL SOILS AND FOUNDATION MATERIALS AND PLACEMENT TO BE IN
ACCORDANCE WITH CH, 18 AND CH.19 2015 INTERNATIONAL BUILDING
CODE (IBC). SUBGRADE TO BE COMPACTED TO 95% STANDARD
PROCTOR DENSITY PER ASTM D698, ALL CONC. TO BE 3500 PSI AT 28
DAYS WITH 3 TO 7% AIR ENTRAINMENT. REBAR ASTM 615, GR 60.
ASSUMED BEARING CAPACITY=2000PSF TO BE CONFIRMED BY
GEOTECH. REPORT PROVIDED BY GC AFTER FOOTING EXCAVATION.
FOUNDATION SUBGRADE AND SUBSURFACE DRAINS PER GEOTECH
REPORT PROJECT 12/7/87 BY P KOMAR DATED 12/11/87
2. ALL WOOD FRAMING TO BE IN ACCORDANCE WITH CH. 23 2015 IBC
AND CH. 6 2015 IBC. PROVIDE NAILING PER TABLE 2304.10.1, 2015 IBC.
ALL HANGERS TO BE SIMPSON STRONG TIE.
3. ALL ROOF COVERINGS TO BE IN ACCORDANCE WITH CH. 15 2015
IBC AND CH. 9 2015 IRC
4. LAYOUT DIMENSIONS OF PROPOSED STRUCTURE TO BE PROVIDED
BY GENERAL CONTRACTOR, GC AND ARCHITECT OF RECORD. DO
NOT CONSTRUCT FROM SCALED DIMENSIONS.
5. STRUCTURE HAS BEEN DESIGNED TO BE IN COMPLIANCE WITH
CH. 16 2015 IBC AND 2015 IRC
DESIGN LOADS:
GROUND SNOW LOAD PG 50 PSF
SLOPED ROOF SNOW LOAD, PS 0.70 PF = 35 PSF
FLAT ROOF SNOW LOAD PF 50 PSF
ROOF LIVE LOAD 20 PSF
ROOF DEAD LOAD 15 PSF
ROOF TOTAL LOAD, PS 50 PSF (SLOPED ROOF)
ROOF TOTAL LOAD, PF 65 PSF (FLAT ROOF)
WIND LOAD: 115 MPH, 3 SEC GUST (VULT)
90 MPH, VNOMINAL (VASD)
DESIGN CODES: ASCE 7-10 AND SECT 1607, 1608, 1609 2015 IBC
Main Level
2,384.12 S.F.
'ON GRADE' PATIO
SITE PLAN
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#
WOOD HEADER
(2) 2x6 LSL
CONTINUOUS DOUBLE
2X TOP PLATE
ROOF RAFTERS
SIMPSON
H-2
TIEDOWN
PROVIDE (2) SIMPSON HETA20 (COL. TO SLAB OR TIE BM.)
OR SIMPSON HTT22 FOR OPENINGS UP TO 8'-0"
WINDOW/DOOR
(BY OTHERS)
8'-0" (MAX.)
A4.01/S-8
FASTEN EXTERIOR
GRADE PLYWOOD
WITH 8d NAILS AT
12" O.C.
INTERMEDIATE AND
6" O.C. EDGES AT
HEADER CONNECTION
(2) 2x6 LSL JACK POSTS
EACH END HEADER
(2) 2x6 LSL
JACK POSTS
EACH END
HEADER U.N.O.
(1) 2x6 LSL KING
POST/TRIMMER
SCREWED WITH 0.20 x
3 1/2" FLATLOK
SCREWS AT 12" O.C.
DIAG. SPACING
JACK POSTS
(2) 10d TOE NAILS
EACH SIDE
(1) 2x6 LSL KING
POST/TRIMMER
SCREWED WITH 0.20 x
3 1/2" FLATLOK
SCREWS AT 12" O.C.
DIAG. SPACING
TYPICAL WOOD HEADER DETAIL
SCALE: N.T.S.
AT EXTERIOR WALL
(4) 16d
NAILS,
ALT (4)
FLATLOk
SCREWS
(4) 16d NAILS,
ALT (4)
FLATLOk
SCREWS
MAINFRAME
ADU
FOLLOWING CODE SECTIONS FOR CONSTRUCTION:
SEE HEADER SCHEDULE
S-3, S-4, S-5
DATE: 1/14/25
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BO FTR
BO FTR
8"
8"
8"
8"
8"
2'-0"
2'
-
0
"
2'
-
0
"
2'-0"
9 1/2"
2'-0"
2'
-
0
"
19'-2 1/4"56'-2"
3'
-
9
3
/
4
"
10
'
-
4
"
10'-0 3/4"
2'-0"
37'-2 1/4"
6'
-
0
"
34'-2 3/4"
9'
-
4
1
/
4
"
17'-5 3/4"
23
'
-
1
0
"
2'-0"10'-0 3/4"32'-6 3/4"2'-0"7'-6"2'-0"9'-9 3/4"
11
'
-
9
1
/
4
"
11
'
-
7
1
/
2
"
8" THK CONC. STEMWALL
WITH #5, GR60 VERTICAL
BARS AT 16" O.C.
HORIZ. AND VERT., TOP AT
99'-0" (TYP)
8" THK CONC. STEMWALL
WITH #5, GR60 VERTICAL
BARS AT 16" O.C.
HORIZ. AND VERT., TOP
AT 99'-0" (TYP)
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE SPREAD
FOOTING WITH (3) #5 GR60 REBAR
LONG AND 4000 PSI CONCRETE AT
28 DAYS WITH AIR ENT. (TYP)
11'-0 1/2"11'-0 1/2"11'-0 1/2"
5'
-
2
"
14'-6"14'-5 1/2"
1'
-
8
"
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE SPREAD
FOOTING WITH (3) #5 GR60 REBAR
LONG. AND 4000 PSI CONCRETE AT
28 DAYS WITH AIR ENT. (TYP)
OUTLINE OF
GARAGE (ABOVE)
TO THE BEST OF MY KNOWLEDGE
AND BELIEF THESE PLANS AND
SPECIFICATIONS CONFORM TO
LOCAL BUILDING CODE
REQUIREMENTS.
ENGINEER OF RECORD:
CALVETTI ENGINEERING, INC.
ANDREW L. CALVETTI P.E. CO 36028
35
'
-
1
0
1
/
2
"
5'
-
1
1
3
/
4
"
9'
-
4
1
/
4
"
13
'
-
1
0
"
5'
-
0
"
3'
-
8
3
/
4
"
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE
SPREAD FOOTING WITH (3)
#5 GR60 REBAR LONG. AND
4000 PSI CONCRETE AT 28
DAYS WITH AIR ENT. (TYP)
BO FTR
89'-2"
20'-4 1/4"
2'-0"
17
'
-
6
1
/
4
"
6'-0"
5'-11 3/4"
17'-4 1/4"
4'
-
1
1
"
T.O. CONC.
4" SLAB ON GRADE WITH (1) LAYER OF 6x6
W1.4xW1.4 W.W.F. FIBERMESH REINFORCEMENT
(TYPICAL THROUGHOUT) ON MINIMUM 6 MIL.
VAPOR BARRIER WITH 6" LAPPED SEALED JOINTS
ON COMPACT FILL TO 95% ASTM D1557. PROVIDE
CRACK CONTROL JOINTS IN CONC. SLAB AT 12' O.C.
90'-0"
1
S-6
1
S-6
S-7 S-7
22
8" THK CONC. STEMWALL
WITH #5, GR60 VERTICAL
BARS AT 16" O.C.
HORIZ. AND VERT., TOP
AT 89'-0" (TYP)
2'
-
0
"
10" THICK x24" WIDE CIP CONTINUOUS
CONCRETE SPREAD FOOTING WITH (3) #5
GR60 REBAR LONG. AND 4000 PSI CONCRETE
AT 28 DAYS WITH AIR ENT., MIN 36" FROM
FINISH GRADE TO BOTTOM OF FOOTING. (TYP)
10" THICK x24" WIDE CIP CONTINUOUS
CONCRETE FOOTING BELOW WITH (3)
#5 GR60 REBAR AND 4000 PSI
CONCRETE AT 28 DAYS WITH AIR ENT.
(TYP)
10" THICK x24" WIDE CIP CONTINUOUS
CONCRETE SPREAD FOOTING WITH (3)
#5 GR60 REBAR LONG. AND 4000 PSI
CONCRETE AT 28 DAYS WITH AIR ENT.,
MIN 36" FROM FINISH GRADE TO
BOTTOM OF FOOTING. (TYP)
3'
-
8
3
/
4
"
FOOTING STEP
DOWN 5'-0"
S-8
3
S-8
3
8" THK CONC. STEMWALL WITH #5,
GR60 VERTICAL BARS AT 16" O.C.
HORIZ. AND VERT. WITH 10" BEND AT
BASE TIED TO CONC. FOOTING REBAR
8"
MAIN FLOOR FRAMING (3) PLY
11 7/8" LVL BEAM ABOVE
1
A4.1
1
A4.1
A4.1
2
A4.1
2
6x6 PT BEARING POST WITH BIGFOOT POST
FOUNDATION WITH (3) #5 BARS E.W. HORIZ.,
TYP. (BF24 WITH 12" DIA. CONCRETE
SONOTUBE PEDESTAL WITH (4) #5 VERTICAL
BARS TIED TO FOOTING STEEL, PROVIDE 4000
PSI AT 28 DAYS CONCRETE WITH AIR ENT. AND
PLACEMENT PER CH.19 2018 IBC AND IRC) (TYP
AT (4) LOCATIONS EXCEPT WHERE NOTED)
6x6 PT BEARING POST WITH BIGFOOT POST
FOUNDATION WITH (3) #5 BARS E.W. HORIZ.,
TYP. (BF24 WITH 12" DIA. CONCRETE
SONOTUBE PEDESTAL WITH (4) #5 VERTICAL
BARS TIED TO FOOTING STEEL, PROVIDE 4000
PSI AT 28 DAYS CONCRETE WITH AIR ENT. AND
PLACEMENT PER CH.19 2018 IBC AND IRC) (TYP
AT (4) LOCATIONS EXCEPT WHERE NOTED)
3'-8 1/2"
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B.3
B.3
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8"
8"
8"
2'
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2'-0"
8"
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#
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE SPREAD
FOOTING WITH (3) #5 GR60 REBAR
LONG AND 4000 PSI CONCRETE AT
28 DAYS WITH AIR ENT. (TYP)
6' HIGH x 8" THK CONC.
PARTITION WALL
CRAWL SPACE
2' WIDE CIP STEMWALL
MONO WITH 2' WIDE
SPREAD FOOTING, TOP OF
WALL AT 58" ABV BOTTOM
OF FTG
8"
SECTION A
Scale: 1/2" = 1'-0"
4" CIP CONCRETE SLAB, 4000 PSI,
WITH 6x6/1.4x1.4 WWF
4"
58
"
24"
20
"
38
"
CIP CONCRETE
STEMWALL/FOOTING
(3) #5 BARS
HORIZONTAL
TOP SLAB AT
WALKOUT FROM DEN
8"
8"
8'
-
8
1
/
4
"
6'
-
8
"
2'-6"
DRILL AND EPOXY SET WITH SIMPSON XP
EPOXY #5 BARS 18" LONG at 16" O.C. INTO
EXISTING SLAB WITH 6" MIN. EMBEDMENT
86.83'
+8' TOP OF WALL
ABV TOP OF FTG
+8' TOP OF WALL
ABV TOP OF FTG
+8' TOP OF WALL
ABV TOP OF FTG
+8' TOP OF WALL
ABV TOP OF FTG
8" C.I.P. CONC.
WALL WITH #5,
GR60 VERTICAL
BARS AT 12" O.C.
E.W., TYP AT F.P.
8" THK CONC. WALL WITH
#5, GR60 VERTICAL BARS
AT 16" O.C. E.W.
8" THK CONC. WALL WITH
#5, GR60 VERTICAL BARS
AT 16" O.C. E.W.
8" THK CONC. WALL WITH
#5, GR60 VERTICAL BARS
AT 16" O.C. E.W.
FOOTING STEP
DOWN 5'-0"
8" THK CONC. WALL
WITH #5, GR60
VERTICAL BARS AT
16" O.C. E.W.
COMPACTED SUBGRADE TO
95% MAX LAB DENSITY
GND +/-
COMPACTED SUBGRADE TO
95% MAX LAB DENSITY
COMPACTED SUBGRADE TO
95% MAX LAB DENSITY
10
'
-
0
"
89'-2"
1
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2
2
2
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/
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2
2
LINE OF (2) 14"
LVL ABOVE
1
(3) 2x6 DF#2 BEARING POST
WITH ABW66Z POST BASE
WITH (2) LS50 ANGLES
6x6 PT BEARING
POST WITH ABU662
(3) 2x6 DF#2
BEARING POST
(3) 2x6 DF#2
BEARING POST
22'-11"
14'-0"
6" SLAB ON GRADE WITH NO. 5 REBAR AT 12" O.C.
EACH WAY AND 4000 PSI CONCRETE AT 28 DAYS
WITH AIR ENT. (TYPICAL THROUGHOUT) ON
MINIMUM 6 MIL. VAPOR BARRIER WITH 6" LAPPED
SEALED JOINTS ON COMPACT FILL TO 95% ASTM
D1557. PROVIDE CRACK CONTROL JOINTS IN CONC.
SLAB AT 12' O.C.
3
8'-11"
(3) 2x6 DF#2 BEARING
POST WITH (2) LS50 AT
BASE, TYP EACH END
2
2
(3) 2x6 DF#2 BEARING
POST WITH (2) LS50 AT
BASE, TYP EACH END
(3) 2x6 DF#2 BEARING POST
WITH ABW66Z POST BASE
WITH (2) LS50 ANGLES
33
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CORRUGATED METAL ROOF
ABOVE 2:12 PER MFG
SPECS AND CH9 2018 IRC
CORRUGATED METAL
ROOF ABOVE 2:12
PER MFG SPECS AND
CH9 2018 IRC
DATE: 1/14/25
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L
E
V
E
L
F
L
O
O
R
FR
A
M
I
N
G
P
L
A
N
S-3
A B
8
C
D E
8
7
6
5
4
3
1
2
A B D
E
2
1
3
4
5
6
7
C
TO THE BEST OF MY KNOWLEDGE
AND BELIEF THESE PLANS AND
SPECIFICATIONS CONFORM TO
LOCAL BUILDING CODE
REQUIREMENTS.
ENGINEER OF RECORD:
CALVETTI ENGINEERING, INC.
ANDREW L. CALVETTI P.E. CO 36028
TOP OF SLAB
99'-0
STAIR
(3) 2x6 DF#2
TOP OF LOWER
BEARING WALL
108'-11 3/8"
HDR
BELOW
2x INTERIOR FRAME
PARTITION WALLS
WITH STUDS AT
16" O.C. (BELOW)
2x INTERIOR FRAME
PARTITION WALLS
WITH STUDS AT
16" O.C. (BELOW)
TOP OF LOWER
BEARING WALL
108'-11 3/8"
BATH
BELOW
2x6 DF#2 AT 16" O.C.
BEARING WALL BELOW
BEAM: (3) 1.75x11 7/8 2.0 2800 DF
2x10 DF#2
RIM BD
2x10 DF#2 JOISTS
AT 16" O.C., TYP
6x6 PT BEARING POST
(BELOW), BF24 FDN (BELOW)
(TYP AT (3) LOCATIONS)
6x6 PT BEARING POST (BELOW)
CONC. FOOTING (BELOW)
8" THK CIP CONC.
BASEMENT WALL (BELOW)
5 1/2"
5
1
/
2
"
2x6 DF#2 AT 16" O.C.
BEARING WALL BELOW
SP
A
N
D
I
R
.
11 7/8" BCI 6000 AT 16" O.C.
2x6 DF#2 AT
16" O.C.
BEARING WALL
BELOW
SP
A
N
D
I
R
.
(3
)
1
1
7
/
8
"
L
V
L
SP
A
N
D
I
R
.
11 7/8" BCI 6000
AT 16" O.C., CONT.
SPAN DIR.
11
7
/
8
"
B
C
I
6
0
0
0
A
T
1
6
"
O
.
C
.
8" THK CIP CONC.
BASEMENT WALL (BELOW)
2x6 FRAME
WALL (BELOW)
8" THK CIP CONC.
BASEMENT WALL
(BELOW)
8" THK CIP CONC.
BASEMENT WALL
(BELOW)
BEDROOM
BELOW
DEN
BELOW
REC ROOM
BELOW
BILLIARDS
ROOM BELOW
EXEMPT
MECH
BELOW
SPAN DIR.
11
7
/
8
"
B
C
I
6
0
0
0
A
T
1
6
"
O
.
C
.
*
8' HIGH, 8" THK CIP CONC.
CRAWL SPACE AND
RETAINING WALL (BELOW)
SP
A
N
D
I
R
.
11 7/8" BCI 6000 AT 16" O.C.
TOP OF PLYWOOD
100'-0
GARAGE
2x6 DF#2 STUDS
AT 16" O.C.
(ABOVE, TYP)
A
1
S-6
1
S-6
S-7 S-7
22
8" THK CIP CONC.
BASEMENT WALL (BELOW)
8" THK CIP CONC.
BASEMENT WALL (BELOW)
8" THK CIP CONC.
STEMWALL (BELOW)
8" THK CIP CONC.
STEMWALL (BELOW
UPPER FLOOR FRAMING)
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE
SPREAD FOOTING (BELOW)
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE
SPREAD FOOTING (BELOW)
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE
SPREAD FOOTING (BELOW)
S-8
3
S-8
3
GARAGE DOOR
HEADER BELOW,
CONTINUOUS
B
1
A4.1
1
A4.1
A4.1
2
A4.1
2
8" THK CIP CONC.
STEMWALL (BELOW
UPPER FLOOR FRAMING)
2x6 DF FRAME WALL AT
16" ABOVE 8" CIP WALL
HDR
BELOWB
HDR
BELOWC
12
'
-
0
"
HDR
BELOWB
PRE-MANUFACTURED GUARD
RAIL, DESIGN BY OTHERS
PRE-MANUFACTURED
GUARD RAIL,
DESIGN BY OTHERS
(3) 2x6 DF#2
S.G.D. BELOW
DA
T
E
:
7
/
2
7
/
2
3
SIMPSON IUS
2.37/11.88 HGR, TYP
B.3
B.3
6" SLAB ON GRADE WITH NO. 5 REBAR AT 12" O.C.
EACH WAY AND 4000 PSI CONCRETE AT 28 DAYS
WITH AIR ENT. (TYPICAL THROUGHOUT) ON
MINIMUM 6 MIL. VAPOR BARRIER WITH 6" LAPPED
SEALED JOINTS ON COMPACT FILL TO 95% ASTM
D1557. PROVIDE CRACK CONTROL JOINTS IN CONC.
SLAB AT 12' O.C.
RE
V
I
S
I
O
N
S
DA
T
E
:
#
CRAWL SPACE
BELOW
8"
SPAN DIR.
FIREPLACE
8" THK CIP CONC.
FIREPLACE AND 8' HIGH
RETAINING WALL (BELOW)
8' HIGH, 8" THK CIP CONC.
CRAWL SPACE AND
RETAINING WALL (BELOW)
2x6 DF FRAME WALL
AT 16" ABOVE 8" CIP
WALL WITH CRAWL
SPACE ACCESS
2x6 DF AT 16"
FRAME WALL BELOW
FLOOR JOISTS
2'
-
0
"
33'-2"
2x6 DF#2 AT 16" O.C.
FRAME WALL BELOW
8' HIGH, 8" THK CIP CONC.
CRAWL SPACE AND
RETAINING WALL (BELOW)
11 7/8 LSL
RIM BOARD
11 7/8 LSL LEDGER WITH
5/8 DIA x 5" EXP. BOLTS
AT 18" O.C. DIAG.
SPACING AND 3" CLR
11 7/8 LSL
LEDGER
11 7/8 LSL
RIM BOARD
2x10 DF#2 BLOCKING BETWEEN
JOISTS AT 16" O.C. WITH (3) 10d
FACE NAILS EACH SIDE OF DECK
JOIST INTO 2x10 BLOCKING
2x10 DF#2 BLOCKING BETWEEN
JOISTS AT 32" O.C. NAILED TO
MAIN FLOOR FRAMING RIM BOARD
WITH (4) 10d NAILS VERTICAL EACH
SIDE OF BLOCKING, (8) TOTAL
2x10 DF#2
RIM BD
2x10 DF#2 JOISTS
AT 16" O.C., TYP
6x6 PT BEARING POST
(BELOW), BF24 FDN (BELOW)
(TYP AT (3) LOCATIONS)
BEAM: (2) 2x10 DF#2
ALT:(2) 2x12 DF#2
DOWNSET BELOW
FLOOR JOISTS
2x10 DF#2 BLOCKING BETWEEN
JOISTS AT 16" O.C. WITH (3) 10d
FACE NAILS EACH SIDE OF DECK
JOIST INTO 2x10 BLOCKING
2x10 DF#2 BLOCKING BETWEEN
JOISTS AT 32" O.C. NAILED TO
MAIN FLOOR FRAMING RIM BOARD
WITH (4) 10d NAILS VERTICAL EACH
SIDE OF BLOCKING, (8) TOTAL
SIZE
WOOD HEADER SCHEDULE
ADDITIONAL NOTESEND ATTACHMENTS
(1) 2x6 DF JACK POSTS WITH
(1) 2x6 TRIMMERA
TOP OF BEAM ELEVATIONWOOD HEADER DESCRIPTION
(2) 2x6 STUDS(3) 2x6
C (2) 11 7/8x1.75 LVL (2) 2x6 DF JACK STUDS,
(1) 2x6 KING POST/TRIMMER
(3) 2x6 DF STUD GRADE
GANG STUD COLUMN
(1) 2x6 DF JACK POSTS WITH
(1) 2x6 KING/TRIMMERB(2) 2x6 STUDS(3) 2x10 DF #2 WITH (2)
1/2" PLYWOOD FILLER
RE
V
I
S
E
D
O
R
A
D
D
E
D
B
E
A
M
11
/
1
5
/
2
4
1
1
2
2
3
RE
V
I
S
E
D
G
A
R
A
G
E
S
L
A
B
N
O
T
E
11
/
1
5
/
2
4
3
2
RE
V
I
S
E
D
O
R
A
D
D
E
D
B
E
A
R
I
N
G
P
O
S
T
S
11
/
1
5
/
2
4
3
RE
V
I
S
E
D
G
A
R
A
G
E
S
L
A
B
N
O
T
E
11
/
1
5
/
2
4
(3) 2x6 DF#2 BEARING POST ON
DBL SILL PLATE WITH (2) LS50
AT POST BASE, AND AT
POST/BEAM CONNECTION
2
2
(2) 14"
LVL
ABOVE1
SIMPSON AC6 WITH 8.5" LONG x 4"
HIGH x 1/2" THK PLY OR OSB SHIM
EACH SIDE OF LVL BEAM
SIMPSON AC6 WITH 8.5" LONG x 4"
HIGH x 1/2" THK PLY OR OSB SHIM
EACH SIDE OF LVL BEAM
2
2
(3) 2x6 PT BEARING
POST (BELOW)
(2) BCI
FLOOR JOISTS
WITH 3/4"
PLYWOOD
FLITCH PLATE
BOTH SIDES
(3) 2x6 BEARING
POST (ABOVE)
UPPER FLOOR WALLS
OUTLINE, ABOVE
(3) 2x6 DF#2 BEARING POST ON DBL
SILL PLATE WITH (2) LS50 AT POST
BASE, AND AT POST/BEAM CONNECTION
2x10 DF#2 JOISTS
AT 16" O.C., TYP
BEAM: (2) 2x10 DF#2
ALT:(2) 2x12 DF#2
DOWNSET BELOW FLOOR JOISTS
RE
V
I
S
E
D
H
E
A
D
E
R
S
C
H
E
D
U
L
E
5
11
/
1
5
/
2
4
5
2
(3) 2x6 DF#2
BEARING POST
(3) 2x6 DF#2
BEARING POST 2
2
2x10 DF#2 LEDGER BEAM
WITH (2) ROWS 0.20 x 3 1/2"
SCREWS AT 16" O.C. INTO
SOLID SUBSTRATE
2
2x10 DF#2 LEDGER BEAM
WITH (2) ROWS 0.20 x 3 1/2"
SCREWS AT 16" O.C. INTO
SOLID SUBSTRATE
2
HDR
BELOW
A
SIMPSON IUS
2.37/11.88 HGR, TYP
SIMPSON IUS
2.37/11.88 HGR, TYP
11 7/8 LSL LEDGER WITH
5/8 DIA x 5" EXP. BOLTS
AT 18" O.C. DIAG.
SPACING AND 3" CLR
PWDR ROOM
ABOVE
8'x3' HIGH
WINDOW, FG
4'x2' HIGH
WINDOW, FG
2x6 DF#2 AT 16" O.C.
FRAME WALL BELOW
HDR
BELOW
6'x4' HIGH
WINDOW, FG
B
2x4 WALL
2x4 WALL
HDR
BELOWA
36" OPENING
A
CORRUGATED METAL ROOF
ABOVE 2:12 PER MFG
SPECS AND CH9 2018 IRC
WINDOWS
ABOVE BEDROOM
WINDOWS
ABOVE BEDROOM
CONTINUOUS
CL
O
S
E
T
(2) 2x6 JACKS AT
WINDOW MULLIONS, TYP
(2) 2x6 JACKS AT
WINDOW MULLIONS, TYP
CORRUGATED METAL
ROOF ABOVE 2:12
PER MFG SPECS AND
CH9 2018 IRC
HDR BELOW (DOWNSET BELOW
BEAM BEARING WITH 2x6
CRIPPLE STUDS BETWEEN
T/HDR AND T/PL ABOVE 2x6
FRAME WALL)
DATE: 1/14/25
DR
A
W
N
B
Y
:
S
C
C
JO
B
#
RE
F
:
H
J
O
R
T
H
_
P
L
SC
A
L
E
:
1
/
4
"
=
1
'
-
0
"
HJ
O
R
T
H
LO
T
2
3
,
S
T
E
R
L
I
N
G
R
A
N
C
H
P
U
D
GA
R
F
I
E
L
D
C
O
U
N
T
Y
,
C
O
L
O
R
A
D
O
CA
L
V
E
T
T
I
E
N
G
I
N
E
E
R
I
N
G
,
I
N
C
AN
D
R
E
W
C
A
L
V
E
T
T
I
,
P
.
E
.
C
O
3
6
0
2
8
12
9
9
5
S
.
C
L
E
V
E
L
A
N
D
A
V
E
.
#
2
FO
R
T
M
Y
E
R
S
,
F
L
O
R
I
D
A
3
3
9
0
7
PH
.
2
3
9
-
4
6
4
-
0
6
2
4
(
C
)
EM
A
I
L
:
a
l
c
e
n
g
r
g
@
a
o
l
.
c
o
m
SHEET
OF
12
UP
P
E
R
L
E
V
E
L
F
L
O
O
R
FR
A
M
I
N
G
P
L
A
N
S-4
A B
8
C
D E
8
7
6
5
4
3
1
2
A B D
E
2
1
3
4
5
6
7
C
TO THE BEST OF MY KNOWLEDGE
AND BELIEF THESE PLANS AND
SPECIFICATIONS CONFORM TO
LOCAL BUILDING CODE
REQUIREMENTS.
ENGINEER OF RECORD:
CALVETTI ENGINEERING, INC.
ANDREW L. CALVETTI P.E. CO 36028
LIVING
ROOM
BELOW
OPEN TO
BELOW
DINING
ROOM
BELOW
KITCHEN
BELOW
ENTRY
BELOW
PANTRY
BELOW
MUDROOM
BELOW
POWDER
ROOM
BELOW
LAUNDRY
BELOW
STUDY
BELOWMASTER
BATH
BELOW
MASTER
BEDROOM
BELOW
OPEN TO
BELOW
GARAGE
BELOW
STAIR
HDR
BELOW
2x FRAME
PARTITION
WALLS
WINDOW
HEADER
BELOW
B
WINDOW
HEADER
BELOW
WINDOW
HEADER
BELOW
WINDOW
HEADER
BELOW
WINDOW
HEADER
BELOW
WINDOW
HEADER
BELOW
WINDOW
HEADER
BELOW
HDR
BELOW
HDR
BELOW
HDR
BELOW
HDR
BELOW
DOOR
HEADER
BELOW
A
2x INTERIOR FRAME
PARTITION WALLS
WITH STUDS AT
16" O.C. (BELOW)
2x INTERIOR FRAME
PARTITION WALLS
WITH STUDS AT
16" O.C. (BELOW)
2x6 DF#2 AT
16" O.C.
BEARING WALL
BELOW
2x6 DF CONSTR.
GRADE/DF STUD
GRADE STUDS AT
16" O.C. (BELOW),
ALT: 2x6 LSL (TYP)
2x6 DF#2 STUDS
AT 16" O.C.
(ABOVE), (TYP)
2x6 DF#2 STUDS
AT 16" O.C.
(ABOVE), (TYP)
2x6 DF#2 STUDS
AT 16" O.C.
(ABOVE), (TYP)
2x6 DF#2 STUDS
AT 16" O.C.
(ABOVE), (TYP)
2x6 DF#2 STUDS
AT 16" O.C.
(ABOVE), (TYP)
SP
A
N
D
I
R
.
11 7/8" BCI 6000 AT 16" O.C.
SP
A
N
D
I
R
.
11 7/8" BCI 6000
AT 16" O.C.
SP
A
N
D
I
R
.
SP
A
N
D
I
R
.
11 7/8" BCI 6000 AT 16" O.C.
SPAN DIR.
11
7
/
8
"
B
C
I
6
0
0
0
A
T
1
6
"
O
.
C
.
SP
A
N
D
I
R
.
11 7/8" BCI 6000 AT 16" O.C.
11 7/8" BCI 6000 AT 16" O.C.
SPAN DIR.
SP
A
N
D
I
R
.
BE
A
M
:
(
3
)
1
.
7
5
x
1
1
7
/
8
2.
0
2
8
0
0
D
F
BEAM: (3) PLY 1.75x11 7/8 2.0 2800 DF
BEAM: (3) PLY 1.75x11 7/8 2.0 2800 DF
11
7
/
8
"
B
C
I
6
0
0
0
A
T
1
6
"
O
.
C
.
11 7/8" BCI 6000 AT 16" O.C.
MAIN FLOOR
OUTLINE
MAIN FLOOR
OUTLINE (BELOW)
MAIN FLOOR
OUTLINE MAIN FLOOR
OUTLINE
OUTLINE OF MAIN FLOOR
WITH 2x6 DF#2 STUDS AT
16" O.C. (BELOW), (TYP)
MAIN FLOOR
OUTLINE
MAIN FLOOR
OUTLINE
DOOR
HEADER
BELOW
A
HDR
BELOW
A
(4) 2x6 DF#2 ABOVE
A
A
A
B
GARAGE DOOR
HEADER BELOW,
CONTINUOUS
WINDOW
HEADER
BELOW
UPPER FLOOR
WALLS OUTLINE
(3) 2x6
DF#2
HEADER
BELOW
C
WINDOW
HEADER
BELOW
C
A
A
A
A
A A
1
S-6
1
S-6
S-7 S-7
22
MASTER
CLOSET
BELOW
UPPER FLOOR
EXTERIOR WALLS
UPPER FLOOR
EXTERIOR
WALLS, ABOVE
B B B B
S-8
3
S-8
3
UPPER FLOOR
OUTLINE (ABOVE)
MAIN FLOOR
OUTLINE (BELOW)
1
A4.1
1
A4.1
A4.1
2
A4.1
2
WINDOW
HEADER
BELOW
B
DOOR
HEADER
BELOW
B
A
2x6 DF CONSTR.
GRADE/DF STUD
GRADE STUDS AT
16" O.C. (BELOW),
ALT: 2x6 LSL (TYP)
2x6 DF CONSTR.
GRADE/DF STUD
GRADE STUDS AT
16" O.C. (BELOW),
ALT: 2x6 LSL (TYP)
2x6 DF CONSTR.
GRADE/DF STUD
GRADE STUDS AT
16" O.C. (BELOW),
ALT: 2x6 LSL (TYP)
B
CWINDOW
HEADER
BELOW
WINDOW
HEADER
BELOW
SGD HEADER
BELOW SGD HEADER
BELOW
(2) 11 7/8
LVL RIM BD (2) 11 7/8
LVL RIM BD
(2) 11 7/8 LVL BLK'G
BETWEEN FLOOR JOISTS
BELOW WALLS ABOVE
FIREPLACE
F.G.
F.G.F.G.
(2) 11 7/8 LVL BLK'G
BETWEEN FLOOR JOISTS
BELOW WALLS ABOVE
(3) 2x6 DF#2 PT
BEARING POST
SIMPSON FMH
HHUS 5.50/10
SIMPSON IUS
2.37/11.88 FMH, TYP
SIMPSON IUS
2.37/11.88 FMH, TYP
ALL DOWNSET
FLOOR JOISTS
DA
T
E
:
7
/
2
7
/
2
3
B.3
B.3
RE
V
I
S
I
O
N
S
DA
T
E
:
#
F.G.
SIMPSON
HUS410
11 7/8 LSL RIM
BOARD , TYP
11 7/8 LSL RIM BOARD
EACH END, TYP
(3) 2x6 DF#2
BEARING
POST BELOW
1
RE
V
I
S
E
D
O
R
A
D
D
E
D
B
E
A
M
11
/
1
5
/
2
4
2
RE
V
I
S
E
D
O
R
A
D
D
E
D
B
E
A
R
I
N
G
P
O
S
T
S
11
/
1
5
/
2
4
2
11
/
1
5
/
2
4
2
2
(3) 2x6 DF#2
BEARING POST
BELOW WITH
SIMPSON LS50
2
(3) 2x6 DF#2 BEARING
POST BELOW WITH
SIMPSON LS50
2
(3) 2x6 DF#2
(2) PLY
14" LVL
1
RE
V
I
S
E
D
H
E
A
D
E
R
S
C
H
E
D
U
L
E
5
11
/
1
5
/
2
4
5
SP
A
N
D
I
R
.
BLOCKING ADDED
ABOVE WALL BETWEEN
FLOOR JOISTS
BLOCKING ADDED
ABOVE WALL BETWEEN
FLOOR JOISTS
BLOCKING ADDED
ABOVE WALL BETWEEN
FLOOR JOISTS, TYP
6'x4' HIGH
WINDOW, FG
BLOCKING ADDED
ABOVE WALL BETWEEN
FLOOR JOISTS, TYP
(3) 2x6 DF#2
BRG POST
ABOVE
(4) 11 7/8" TJI FLOOR
JOISTS THIS LOCATION
6' BARN
DOOR
2x4 PARTITION
WALLHDR
BELOWB
CORRUGATED METAL ROOF
ABOVE 2:12 PER MFG
SPECS AND CH9 2018 IRC
A
WINDOW
HEADER
BELOW
SIMPSON
HUS410
SIMPSON IUS
2.37/11.88
TOILET
(4) 4", 8" 12" AND 16" O.C.
TJI FLOOR JOISTS TO
SUPPORT RIDGE BEAM
BEARING POST WITH 4' x
3/4" PLYWOOD STIFFENER
EACH SIDE OF WEB
(2) 2x6 JACKS AT
WINDOW MULLIONS, TYP
(2) 2x6 JACKS AT
WINDOW MULLIONS, TYP
HDR
BELOW A
BLOCKING ADDED
ABOVE WALL BETWEEN
FLOOR JOISTS, TYP
NOTE: LET BEAM
INTO WALL ABOVE
BEARING POST
CORRUGATED METAL
ROOF ABOVE 2:12
PER MFG SPECS AND
CH9 2018 IRC
SIZE
WOOD HEADER SCHEDULE
ADDITIONAL NOTESEND ATTACHMENTS
(1) 2x6 DF JACK POSTS WITH
(1) 2x6 TRIMMERA
TOP OF BEAM ELEVATIONWOOD HEADER DESCRIPTION
(2) 2x6 STUDS(3) 2x6
C (2) 11 7/8x1.75 LVL (2) 2x6 DF JACK STUDS,
(1) 2x6 KING POST/TRIMMER
(3) 2x6 DF STUD GRADE
GANG STUD COLUMN
(1) 2x6 DF JACK POSTS WITH
(1) 2x6 KING/TRIMMERB(2) 2x6 STUDS(3) 2x10 DF #2 WITH (2)
1/2" PLYWOOD FILLER
EXISTING (3) 2x6
DF#2 BEARING
POST ABOVE
2
EXISTING (4) 2x6
DF#2 BEARING
POST ABOVE
2
EXISTING 11 1/4 LSL
RIM BD AND 11 7/8 BCI
FLR JOIST WITH BRG
2x6 KNEEWALL ABOVE
TO ROOF FRAMING
VAL
L
E
Y
B
M
A
B
O
V
E
V
A
L
L
E
Y
B
M
A
B
O
V
E
(3) 2x6
BRG POST
PERIMETER BCI
JOIST AT OPENING
DATE: 1/14/25
DR
A
W
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B
Y
:
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2x INTERIOR FRAME
PARTITION WALLS
WITH STUDS AT
16" O.C. (BELOW)
2x6 DF#2 STUDS
AT 16" O.C.
(BELOW), (TYP)
2x6 DF#2 STUDS
AT 16" O.C.
(BELOW), (TYP)
2x6 DF#2 STUDS AT 16"
O.C. (BELOW), (TYP)2x6 DF#2 STUDS
AT 16" O.C.
(BELOW), (TYP)
2x6 DF#2 STUDS
AT 16" O.C.
(BELOW), (TYP)
2x6 DF#2 STUDS
AT 16" O.C.
(BELOW), (TYP)
2x6 DF#2 STUDS
AT 16" O.C.
(BELOW), (TYP)
LIVING
ROOM
BELOW
OPEN TO
BELOW
WINDOW
HEADER
BELOW
WINDOW
HEADER
BELOW
CONT. WINDOW
HEADER BELOW
WINDOW
HEADER
ABOVE
SP
A
N
D
I
R
.
2x12 DF#2 RAFTERS AT 16" O.C.
2x12 DF#2 RAFTERS AT 16" O.C.
SP
A
N
D
I
R
.
SP
A
N
D
I
R
.
(2) 14" ML RIDGE
SPAN DIR.SPAN DIR.
SP
A
N
D
I
R
.
2x12 DF#2 RAFTERS AT 16" O.C.
2x12 DF#2 RAFTERS AT 16" O.C.
(2
)
1
.
7
5
x
1
4
"
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2
8
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1
2
D
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6
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.
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.
2x
1
2
D
F
#
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R
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S
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T
1
6
"
O
.
C
.
SPAN DIR.SPAN DIR.
SPAN DIR.
2x
1
2
D
F
#
2
R
A
F
T
E
R
S
A
T
1
6
"
O
.
C
.
HDR
BELOW
HDR
BELOW
A B
8
C
D E
8
7
6
5
4
3
1
2
A B D
E
2
1
3
4
5
6
7
C
TO THE BEST OF MY KNOWLEDGE
AND BELIEF THESE PLANS AND
SPECIFICATIONS CONFORM TO
LOCAL BUILDING CODE
REQUIREMENTS.
ENGINEER OF RECORD:
CALVETTI ENGINEERING, INC.
ANDREW L. CALVETTI P.E. CO 36028
WINDOW
HEADER
BELOW
WINDOW
HEADER
BELOW
B
WINDOW
HEADER
BELOW
WINDOW
HEADER
BELOW
B WINDOW
HEADER
BELOW
B
B
MECH
(BELOW)
SITTING
(BELOW)
BATH 2
(BELOW)
BEDROOM 2
(BELOW)
HDR
BELOW
CLOSET
(BELOW)
2x4 FRAME WALLS
AT 16" O.C.
(BELOW), (TYP)
2x6 FRAME WALLS
AT 16" O.C.
(BELOW), (TYP)
ROOF
OUTLINE
ROOF
OUTLINE
ROOF
OUTLINE
ROOF
OUTLINE
ROOF
OUTLINE
ROOF
OUTLINE
ROOF
OUTLINE
ROOF
OUTLINE
ROOF
OUTLINE
LOWER
SHED ROOF
GABLE END,
SEE DETAIL S-6
SPAN DIR.SPAN DIR.2x
1
2
D
F
#
2
R
A
F
T
E
R
S
A
T
1
6
"
O
.
C
.
SPAN DIR.
2x
1
2
D
F
#
2
R
A
F
T
E
R
S
A
T
1
6
"
O
.
C
.
SPAN DIR.
2x
1
2
D
F
#
2
R
A
F
T
E
R
S
A
T
1
6
"
O
.
C
.
(2
)
1
4
"
R
I
D
G
E
(2
)
1
4
"
R
I
D
G
E
2x
1
2
D
F
#
2
R
A
F
T
E
R
S
A
T
1
6
"
O
.
C
.
MAIN FLOOR
OUTLINE (BELOW)
MAIN FLOOR
OUTLINE
(BELOW)
MAIN FLOOR
OUTLINE (BELOW)
MAIN FLOOR
OUTLINE (BELOW)
WINDOW
HEADER
BELOW
HEADER
BELOW
HEADER
BELOW
HEADER
BELOW
HEADER
BELOW
A
A
A
2x6 DF#2 STUDS AT 16"
O.C. (BELOW), (TYP)
A
A
HEADER
BELOW
A
HEADER
BELOW
A A
A
A
SP
A
N
D
I
R
.
BEDROOM 1
(BELOW)
BATH 3
(BELOW)
BEDROOM 3
(BELOW)
CLOSET
(BELOW)
BA
T
H
1
(B
E
L
O
W
)
CL
O
S
E
T
(B
E
L
O
W
)
CL
O
S
E
T
(B
E
L
O
W
)
B
B
B
1
S-6
1
S-6
S-7 S-7
22
ROOF
OUTLINE
SPAN DIR.SPAN DIR.
S-8
3
S-8
3
2:12 2:12
CONT. WINDOW
HEADER BELOWCONT. WINDOW
HEADER BELOW B
2:12
LOWER LEVEL
LIVING ROOM
ROOF FRAMING
2x6 DF#2
OUTLOOKERS AT
16" O.C. , (TYP)
2:12
1
A4.1
1
A4.1
A4.1
2
A4.1
2
C
B
WINDOW
HEADER
BELOW
WINDOW
HEADER
BELOW
MASTER
BEDROOM
(BELOW)
CLOSET
(BELOW)
2x6 DF#2
OUTLOOKERS AT
16" O.C. , (TYP)
2x6 DF#2
OUTLOOKERS AT
16" O.C. , (TYP)
2x6 DF#2
OUTLOOKERS AT
16" O.C. , (TYP)
SHED ROOF OVERFRAME
2x6 WALL
2x6 WALL
PITCH
9:12
PITCH
9:12
PI
T
C
H
2:
1
2
PI
T
C
H
2:
1
2
SP
A
N
D
I
R
.
UPPER SHED ROOF
PITCH
9:12
PITCH
9:12
F.G.
6'x3'F.G.
F.G.
F.G.
F.G.
(2
)
1
4
"
L
V
L
R
I
D
G
E
B
E
A
M
ME
T
A
L
R
O
O
F
ME
T
A
L
R
O
O
F
LOWER METAL SHED ROOF
LO
W
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R
M
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T
A
L
S
H
E
D
R
O
O
F
UPPER SHED
ROOF OVERHANG
O.H.
2x
1
2
D
F
#
2
R
A
F
T
E
R
S
A
T
1
6
"
O
.
C
.
SPAN DIR.
MCLOSET
(BELOW)
14"
L
V
L
V
A
L
L
E
Y
B
E
A
M
1
4
"
L
V
L
V
A
L
L
E
Y
B
E
A
M
FP
PITCH
2:12 PITCH
9:12
PITCH
9:12
PITCH
9:12
PITCH
9:12
PITCH
2:12
PI
T
C
H
2:
1
2
PI
T
C
H
9:
1
2
DA
T
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:
7
/
2
7
/
2
3
B.3
B.3
H2
TIEDOWN, TYP
H2 TIEDOWN,
TYP
(2) 10d TOE NAILS
EACH SIDE
(2)10d TOE
NAILS EACH SIDE
(2)10d TOE
NAILS EACH SIDE
H2
TIEDOWN, TYP
H2
TIEDOWN, TYP
PI
T
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H
9:
1
2
B
B
RE
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S
DA
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:
#
CRICKET
FRAMING
(4) 2x6 RIDGE BEAM
BEARING POST
(4) 2x6 RIDGE BEAM
BEARING POST
(4) 2x6 RIDGE BEAM
BEARING POST
(4) 2x6 RIDGE BEAM
BEARING POST
(4) 2x6 RIDGE BEAM
BEARING POST
(4) 2x6 RIDGE BEAM
BEARING POST
2x12 BLOCKING BETWEEN
RAFTERS AT 32" O.C. WITH
(6) 10d (3) FACE NAILED
INTO EACH SIDE OF
RAFTER. (8) 10d AT RIDGE
BM, (4) EACH END OF BLK'G
INTO ROOF RIDGE BEAM
*
*
***10
*
2x12 BLOCKING BETWEEN
RAFTERS AT 32" O.C. WITH
(6) 10d (3) FACE NAILED
INTO EACH SIDE OF
RAFTER. (8) 10d AT RIDGE
BM, (4) EACH END OF BLK'G
INTO ROOF RIDGE BEAM
*
*
SHED ROOF OVERFRAME
SHED ROOF OVERFRAME
PI
T
C
H
2:
1
2
PI
T
C
H
2:
1
2
CH
A
N
G
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D
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A
B
L
E
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O
S
H
E
D
R
O
O
F
4
11
/
1
5
/
2
4
4
42x6 AT 16" O.C. FRAME
WALL ABOVE AND BELOW
PITCHED (3) 2x12's
(2) 11 7/8
LVL BEAM
2x6 DF#2 STUDS AT 16"
O.C. (BELOW), (TYP)
C BELOW
ABOVE
DORMER
DORMER
VALLEY BEAM TIE
DOWNS: TP37 AND
(2) LS50 TOP AND
BOTTOM OF BEARING
WALL WITH (3) 2x6
POSTS
VALLEY BEAM TIE
DOWNS: TP37 AND (2)
LS50 TOP AND BOTTOM
OF BEARING WALL
WITH (3) 2x6 POSTS
2x
1
2
D
F
#
2
R
A
F
T
E
R
S
A
T
1
6
"
O
.
C
.
O.H.
RE
V
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D
H
E
A
D
E
R
S
C
H
E
D
U
L
E
5
11
/
1
5
/
2
4
SLOPED (3) 2x12 WITH
2X4 AT 16" O.C. FRAME
WALL ABOVE AND
BELOW
SLOPED (3) 2x12 WITH
2X4 AT 16" O.C. FRAME
WALL ABOVE AND
BELOW
HDR
BELOW
A
2x4 FRAME WALL ABOVE
AND BELOW (3) 2x12
SLOPED RAFTERS
2x4 FRAME WALL ABOVE
AND BELOW (3) 2x12
SLOPED RAFTERS B
B
B
(2) 11 7/8
LVL
RE
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A
D
D
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D
B
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A
M
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11
/
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1 2
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B
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A
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P
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11
/
1
5
/
2
4
1
1
2
2
(3) 2x6 LSL
(3) 2x6 DF#2 BRG
POST BELOW
CORRUGATED METAL ROOF
ABOVE 2:12 PER MFG
SPECS AND CH9 2018 IRC
ME
T
A
L
R
O
O
F
ME
T
A
L
R
O
O
F
9:129:12
(3) 2x12
SIMPSON HGR
HUS 412
SIMPSON HGR
HUS 412
SIMPSON HGR
HUS 412
SIMPSON
HGR
HUS 412
(3) 2x12 SLOPED RAFTERS WITH (2)
2x12 WITH SIMPSON FMH EACH END
AND 2x4 WALL ABOVE AND BELOW
ASPHALTIC SHINGLES ABOVE
9:12 PER MFG SPECS AND
CH9 2018 IRC, TYP
STORAGE
AREA
SHINGLES
SHINGLES
SHINGLES
PITCH
9:12
DEAD
SPACE
2x4 WALL
PI
T
C
H
9:
1
2
CLOSET (BELOW)
2x INTERIOR FRAME
PARTITION WALLS
WITH STUDS AT
16" O.C. (BELOW)
2x INTERIOR FRAME
PARTITION WALLS
WITH STUDS AT
16" O.C. (BELOW)
(3) 2x12 SLOPED
RAFTERS WITH (2)
2x12 WITH SIMPSON
FMH EACH END AND
2x4 WALL ABOVE
AND BELOW
2x4 FRAME WALL ABOVE
AND BELOW (3) 2x12
SLOPED RAFTERS
2x4 FRAME WALL ABOVE
AND BELOW (3) 2x12
SLOPED RAFTERS
14" LVL
VALLEY BEAM
PI
T
C
H
2:
1
2
MAIN FLOOR
OUTLINE
(BELOW)
CORRUGATED METAL
ROOF ABOVE 2:12
PER MFG SPECS AND
CH9 2018 IRC
UPPER FLOOR
OUTLINE
SHINGLES
LOWER
ROOF
OVERHANG
WINDOW
HEADER
BELOW
UPPER ROOF
OVERHANG
(3) 2x12 SLOPED RAFTERS
WITH (2) 2x12 WITH SIMPSON
FMH EACH END AND 2x4 WALL
ABOVE AND BELOW
SIZE
WOOD HEADER SCHEDULE
ADDITIONAL NOTESEND ATTACHMENTS
(1) 2x6 DF JACK POSTS WITH
(1) 2x6 TRIMMERA
TOP OF BEAM ELEVATIONWOOD HEADER DESCRIPTION
(2) 2x6 STUDS(3) 2x6
C (2) 11 7/8x1.75 LVL (2) 2x6 DF JACK STUDS,
(1) 2x6 KING POST/TRIMMER
(3) 2x6 DF STUD GRADE
GANG STUD COLUMN
(1) 2x6 DF JACK POSTS WITH
(1) 2x6 KING/TRIMMERB(2) 2x6 STUDS(3) 2x10 DF #2 WITH (2)
1/2" PLYWOOD FILLER
5
5'
-
5
"
EXISTING (3) 2x6 DF#2
BEARING POST BELOW
EXISTING (4) 2x6
DF#2 BEARING
POST BELOW
EXISTING 2x6 AT 16" O.C.
KNEEWALL BELOW
UPPER ROOF
LOWER
SHED ROOF
2x6 AT 16" O.C. BEARING
WALL BELOW AT ROOF
TRANSITION. SHED ROOF
FRAMES INTO 2x6
BEARING WALL
1
(2) 2x6
BRG POST
2
DATE: 1/14/25
8
BU
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S-6
TO THE BEST OF MY KNOWLEDGE
AND BELIEF THESE PLANS AND
SPECIFICATIONS CONFORM TO
LOCAL BUILDING CODE
REQUIREMENTS.
ENGINEER OF RECORD:
CALVETTI ENGINEERING, INC.
ANDREW L. CALVETTI P.E. CO 36028 12
Main level
100'-0
Ridge
125'-4"
Upper Level
110'-0"
Section 1
1 3 4 5 6 72
2x6 LSL STUDS
AT 16" O.C.
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE SPREAD
FOOTING WITH (3) #5 GR60
REBAR AND 4000 PSI CONCRETE
AT 28 DAYS WITH AIR ENT. (TYP)
4" DIA
UNDERDRAIN
COMPACTED SUBGRADE
TO 95% MAX LAB
DENSITY (TYP)
8"x8" THICKENED EDGE
WITH (1) #5 BAR CONT.
4" DIA
UNDERDRAIN
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE SPREAD
FOOTING WITH (3) #5 GR60
REBAR AND 4000 PSI CONCRETE
AT 28 DAYS WITH AIR ENT. (TYP)
8" THK CONC. STEMWALL
WITH #5, GR60 VERTICAL
AND HORIZONTAL BARS AT
16" O.C. (TYP)
8"x8" THICKENED
EDGE WITH (1)
#5 BAR CONT.
4" CIP CONCRETE SLAB, 4000 PSI,
WITH 6x6/1.4x1.4 WWF AND
8"x8" THICKENED EDGE (TYP)8" THK CONC. STEMWALL WITH #5,
GR60 VERTICAL AND HORIZONTAL
BARS AT 16" O.C. (TYP)
MOISTURE BARRIER
WHERE CONCRETE MEETS
WOOD (TYP THROUGHOUT)
2x10 LSL SILL PLATE WITH 5/8" DIA
x 4 1/4" LONG GALV/S.S. WEDGE
ANCHORS AT 48" O.C. AND WITHIN
3" OF CORNER
MOISTURE BARRIER ABOVE AND BELOW WINDOW,
WHERE CONCRETE MEETS WOOD (TYP THROUGHOUT)
MOISTURE
BARRIER
2x6 LSL
SILL PLATE
(2) PLY 11 7/8"
LSL RIM BD
2x6 LSL
SILL PLATE
(3) PLY 11 7/8"
LSL RIM BD
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE
SPREAD FOOTING (BEYOND)
8" THK CONC. STEMWALL
(BEYOND)
6x6 PT BEARING POST
WITH ABU66 BASE
12x6 PT BEAM
BIGFOOT POST FOUNDATION - TYP. (BF24
WITH 10" DIA. CONCRETE SONOTUBE
PEDESTAL WITH (3) #4 PRE-BENT VERTICAL
BARS AND (3) #5 HORIZONTAL BARS EACH
WAY AT BASE WITH 4000 PSI CONCRETE AT
28 DAYS.) PROVIDE COMPACT BACKFILL AND
SUBGRADE TO 95% STD PROCTOR DENSITY
3'
-
0
"
MI
N
.
6"
RE
V
E
A
L
6x6 PT BEARING POST
WITH ABU66 BASE
(2) 2x6 LSL
TOP PLATE
DOUBLE 2x6
LSL TOP PLATE
(2) 2x4 LSL
TOP PLATE
(2) 2x4 LSL
TOP PLATE
2x6 LSL
SILL
PLATE
2x6 LSL
SILL
PLATE
2x6 LSL
SILL PLATE
DOUBLE 6"
LSL TOP PLATEDOUBLE 2x6
LSL TOP PLATE
2x4 LSL
SILL
PLATE
2x4 LSL
SILL
PLATE
3/4" T&G PLYWOOD/OSB FLOOR
SHEATHING, GLUE AND NAIL
(3) PLY 11 7/8"
LSL RIM BD
(3) PLY 11 7/8"
LSL RIM BD
2 X 12 #2 DF RAFTERS @16" O/C
2 X 12 #2 DF
RAFTERS
@16" O/C
2x12 #2 DF
RAFTERS @16" O/C
2 X 12 #2 DF
RAFTERS @16" O/C
2x6 FASCIA2x6
FASCIA
2x12 DF#2
RIM BD
2x6 LSL STUDS AT 16" O.C.
6" LSL STUDS
AT 16" O.C.2x6 LSL STUDS
AT 16" O.C., ALT:
2x6 STUD GRADE
(2) 12"x1/2" PLYWOOD/OSB
STIFFENER EACH SIDE BCI
FLOOR JOISTS
SIMPSON
FM HGR
SIMPSON
FM HGR
(2) 12"x1/2"
PLYWOOD/OSB
STIFFENER EACH
SIDE BCI FLOOR
JOISTS
11 7/8" BCI 6000
AT 16" O.C
(2) 12"x1/2" PLYWOOD/OSB
STIFFENER EACH SIDE TJI OR
BCI FLOOR JOISTS
SIMPSON
FM HGR
(2) 12"x1/2" PLYWOOD/OSB
STIFFENER EACH SIDE TJI
OR BCI FLOOR JOISTS
2 X 12 #2 DF
RAFTERS @16" O/C
2x12 LSL RIM BD
SIMPSON H-2 AT EA RAFTER
SIMPSON H-1
AT EA RAFTER
SIMPSON H-2
AT EA RAFTER
SIMPSON H-2
AT EA RAFTER
SIMPSON H-2
AT EA RAFTER
(2) 2x6 LSL
TOP PLATE
(2) 2x10
DF#2 RIM BD
2x10 DF#2
JOIST12x6 PT
BEAM
SIMPSON
HL 55
SIMPSON H-1
AT EA JOIST
6x6 PT BEARING POST
SIMPSON H-1
AT EA RAFTER
(2) 14" LVL
RIDGE BEAM
SIMPSON LUS28
SIMPSON
LUS28
(2) 2x10 DF#2 LEDGER
3'
-
0
"
M
I
N
.
8" THK CONC.
STEMWALL (BEYOND)
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE
SPREAD FOOTING , MIN 36"
FROM FINISH GRADE TO
BOTTOM OF FOOTING. (TYP)
(BEYOND)
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE
SPREAD FOOTING , MIN 36"
FROM FINISH GRADE TO
BOTTOM OF FOOTING. (TYP)
(BEYOND)
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE SPREAD
FOOTING WITH (3) #5 GR60
REBAR AND 4000 PSI CONCRETE
AT 28 DAYS WITH AIR ENT. (TYP)
(3)11 7/8"
LVL BEAM
SIMPSON FM HGR
EA. SIDE OF BEAM
(2) 12"x1/2"
PLYWOOD/OSB
STIFFENER EACH
SIDE BCI FLOOR
JOISTS
(2) 12"x1/2" PLYWOOD/OSB
STIFFENER EACH SIDE TJI
OR BCI FLOOR JOISTS
Lower Level
90'-0
2x6 LSL
BEARING
WALL
BEYOND
(3) PLY 11 7/8"
LVL BEAM
SIMPSON FM
HGR EA SIDE
OF BEAM
DOORWAY WITH
WALL BEYOND
OF
36" HIGH PRE-FAB METAL GUARD
RAIL, DESIGN BY MFGR TO MEET CH 3
2018 IRC AND CH 16 2018 IBC
WATER
PROOFING
BACKFILL
11 7/8" BCI 6000
AT 16" O.C
SIMPSON HL 55 EA SIDE
ALT: HIDDEN CONN. WITH (2) DRILLED
AND EPOXIED #4 REBAR WITH 6"
EMBEDMENT TOP AND BOTTOM
SIMPSON
FM HGR
2x12 LSL LEDGER WITH
(3) ROWS OF 0.20"x 2 3/4"
FLATLOK OR TIMBERLOK
WOOD SCREWS
BATH CLO HALL SITTING
KITCHEN
HALL PANTRY
MUDROOM
(BEYOND)
11 7/8" BCI 6000
AT 16" O.C
11 7/8" BCI 6000
AT 16" O.C
(2) 11 7/8" BCI 6000
BELOW WALL (TYP)
(2) 11 7/8" BCI 6000
BLKG BTWN JOISTS
C.I.P. CONC. HEADER BEAM WITH (2) #5
GR60 BARS TOP AND BOTTOM WITH #3
STIRRUPS AT 12" O.C.
(2) 2x6 BRG
PLATE WITH
H1 TIEDOWN
2x6 SILL WITH (2) 16d NAILS
AT 16" O.C. BTWN STUDS
SIMPSON H-1
AT EA RAFTER
SHED ROOF
2x12 BLOCKING BTWN RAFTERS
2x12 BLOCKING BTWN RAFTERS
SHED ROOF
PITCH
9:12 PITCH
9:12
PITCH
2:12
PITCH
2:12
PITCH
9:12
MOISTURE
BARRIER
2x6 LSL
SILL
PLATE
(2) 2x6 LSL
TOP PLATE
2x4 LSL
SILL
PLATE
(2) 2x4 LSL
TOP PLATE
PITCH
2:12
2x12 BLOCKING BTWN RAFTERS
DA
T
E
:
7
/
2
7
/
2
3
2 X 12 #2
DF RAFTERS
@16" O/C
2x12 BLOCKING
BTWN RAFTERS
(2) 2x12 BLOCKING
BELOW WALL
Scale: 1/4" = 1'-0"
PREFORMED
EXPANSION JOINT
PREFORMED
EXPANSION JOINT
RE
V
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DA
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:
#
9'
-
0
"
ASPHALT SHINGLES OVER 15 LB FELT
OVER 5/8 APA RATED EXT. GRADE PLY
OSB ROOF SHEATHING OR SYNTHETIC
ROOF UNDERLAYMENT PER S1
*
2x12 BLOCKING BETWEEN
RAFTERS AT 32" O.C. WITH
(6) 10d (3) EACH SIDE
RAFTER. (8) 10d AT RIDGE
BM, (4) EACH END OF BLK'G
INTO ROOF RIDGE BEAM
*
(2) 2 X 12 #2 DF WITH 2 X 12 BLOCKING
AT 32" O/C, BOTH SIDES. FACENAIL (6) 10d
NAILS THROUGH RAFTER EACH SIDE INTO
BLOCKING NAILED INTO DOUBLE 2x12
(2) 2 X 12 #2 DF WITH 2 X 12 BLOCKING
AT 32" O/C, BOTH SIDES. FACENAIL (6) 10d
NAILS THROUGH RAFTER EACH SIDE INTO
BLOCKING NAILED INTO DOUBLE 2x122x6 SISTER TO
2x12 AT O.H.
2x6 SISTER TO
2x12 AT O.H.
RE
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11
/
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/
2
4
4 4
CORRUGATED METAL ROOF
ABOVE 2:12 PER MFG
SPECS AND CH9 2018 IRC CORRUGATED METAL ROOF
ABOVE 2:12 PER MFG
SPECS AND CH9 2018 IRC
2x12 BLOCKING
BTWN RAFTERS
ASPHALTIC SHINGLES ABOVE
9:12 PER MFG SPECS AND
CH9 2018 IRC, TYP
DATE: 1/14/25
Main level
100'-0
Lower level
90'-0
Scale: 1/4" = 1'-0"
Section 2
Upper Level
110'-0"
Upper Level
110'-0"
ABCDE
Ridge
125'-4"
DR
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S-7
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE SPREAD
FOOTING WITH (3) #5 GR60
REBAR AND 4000 PSI CONCRETE
AT 28 DAYS WITH AIR ENT. (TYP)
4" DIA
UNDERDRAIN
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE SPREAD
FOOTING WITH (3) #5 GR60
REBAR AND 4000 PSI CONCRETE
AT 28 DAYS WITH AIR ENT. (TYP)
COMPACTED SUBGRADE
TO 95% MAX LAB
DENSITY (TYP)
COMPACTED SUBGRADE
TO 95% MAX LAB
DENSITY (TYP)
8" THK CONC. STEMWALL,
8'-0" ABOVE TOP OF FOOTING,
WITH #5, GR60 VERTICAL
AND HORIZONTAL BARS AT
16" O.C. (AT 12" O.C. BEYOND
AT FIREPLACE)
8" THK CONC. STEMWALL WITH #5,
GR60 VERTICAL AND HORIZONTAL
BARS AT 16" O.C. (TYP)
2x6 PT SILL PLATE WITH 5/8"
DIA x 4 1/4" LONG GALV/S.S.
WEDGE ANCHORS AT 48" O.C.
AND WITHIN 3" OF CORNER
MOISTURE BARRIER
WHERE CONCRETE MEETS
WOOD (TYP THROUGHOUT)
DOUBLE 2x6
DF TOP PLATE
DOUBLE 2x6
DF TOP PLATE
DOUBLE 2x6
PT TOP PLATE
DOUBLE 2x4
DF TOP PLATE
8"x8" THICKENED
EDGE WITH (1)
#5 BAR CONT.
8"x8" THICKENED
EDGE WITH (1)
#5 BAR CONT.4" CIP CONCRETE SLAB, 4000 PSI,
WITH 6x6/1.4x1.4 WWF AND
8"x8" THICKENED EDGE (TYP)
2x INTERIOR FRAME
PARTITION WALLS
WITH STUDS AT 16" O.C.
2x INTERIOR
FRAME PARTITION
WALLS
WITH STUDS AT
16" O.C.
2x INTERIOR
FRAME PARTITION
WALLS
WITH STUDS AT
16" O.C.
2x INTERIOR
FRAME PARTITION
WALLS
WITH STUDS AT
16" O.C.
2x INTERIOR
FRAME PARTITION
WALLS
WITH STUDS AT
16" O.C.
2x INTERIOR
FRAME PARTITION
WALLS
WITH STUDS AT
16" O.C.
(2) 2x6 DF
TOP PLATE
DOUBLE 2x6
DF TOP PLATE
DOUBLE 6" DF
TOP PLATE
DOUBLE 2x4
DF TOP PLATE
(2) 2x4 DF
TOP PLATE
DOUBLE 6"
LSL TOP PLATE
DOUBLE 6" DF
TOP PLATEDOUBLE 2x6
PT TOP PLATE
2x6 DF
SILL
PLATE
2x6 PT
SILL
PLATE
DOUBLE 6" DF
TOP PLATE
(2) 4" DF
TOP PLATE
(2) 2x4 DF
TOP PLATE(2) 2x4 DF
TOP PLATE
2x INTERIOR
FRAME PARTITION
WALLS
WITH STUDS AT
16" O.C.
2x INTERIOR
FRAME PARTITION
WALLS
WITH STUDS AT
16" O.C.
2x INTERIOR
FRAME PARTITION
WALLS
WITH STUDS AT
16" O.C.
2x6 DF
SILL PLATE
2x6 PT
SILL PLATE
2x6DF
SILL PLATE 2x4 DF
SILL PLATE
2x4 DF
SILL
PLATE
2x4 DF
SILL PLATE
2 X 6 #2
DF RIM BD2 X 6 #2 DF
RIM BD
2x6 PT STUDS
AT 16" O.C.
2x4 INTERIOR FRAME
PARTITION WALLS
WITH STUDS AT 16" O.C.
2x6 DF STUDS
AT 16" O.C.
6" PT STUDS AT
16" O.C.
(2) PLY 11 7/8"
PT RIM BD
MOISTURE BARRIER
WHERE CONCRETE MEETS
WOOD (TYP THROUGHOUT)
6" PT SILL PLATE WITH 5/8"
DIA x 4 1/4" LONG GALV/S.S.
WEDGE ANCHORS AT 48" O.C.
AND WITHIN 3" OF CORNER
(BEYOND AT FIREPLACE)
1/2" APA RATED
PLYWOOD/OSB
WALL SHEATHING
1/2" APA RATED
PLYWOOD/OSB
WALL SHEATHING
3/4" T&G PLYWOOD/OSB FLOOR
SHEATHING, GLUE AND NAIL
(2) PLY 11 7/8" PT
RIM BD
(2) PLY 11 7/8"
LSL RIM BD
3/4" T&G PLYWOOD/OSB FLOOR
SHEATHING, GLUE AND NAIL
3/4" T&G PLYWOOD/OSB FLOOR
SHEATHING, GLUE AND NAIL
11 7/8" BCI 6000 AT 16" O.C
2 X 12 #2 DF
RAFTERS @16" O/C
PROVIDE 2 X 12 #2 DF
BLOCKING BETWEEN
RAFTERS SIMPSON H-2
AT EA RAFTER
(2) 14" LVL
RIDGE BEAM
2 X 12 #2 DF
RAFTERS @16" O/C
(2) 14" DF
RIDGE BEAM
2 X 12 #2 DF
RAFTERS @16" O/C
PROVIDE 2 X 12 #2 DF
BLOCKING BETWEEN RAFTERS
SIMPSON H-2
AT EA RAFTER
2 X 12 #2 DF
RAFTERS @16" O/C
2 X 12 #2 DF
RAFTERS @16" O/C
TO THE BEST OF MY KNOWLEDGE
AND BELIEF THESE PLANS AND
SPECIFICATIONS CONFORM TO
LOCAL BUILDING CODE
REQUIREMENTS.
ENGINEER OF RECORD:
CALVETTI ENGINEERING, INC.
ANDREW L. CALVETTI P.E. CO 36028 12
OF
ASPHALT SHINGLES OVER 15 LB FELT
OVER 5/8 APA RATED EXT. GRADE PLY
OSB ROOF SHEATHING OR SYNTHETIC
ROOF UNDERLAYMENT PER S1
ASPHALT SHINGLES OVER 15 LB FELT
OVER 5/8 APA RATED EXT. GRADE PLY
OSB ROOF SHEATHING OR SYNTHETIC
ROOF UNDERLAYMENT PER S1
ASPHALT SHINGLES OVER 15 LB FELT
OVER 5/8 APA RATED EXT. GRADE
PLY OSB ROOF SHEATHING OR
SYNTHETIC ROOF UNDERLAYMENT
(2) 2x4 DF
TOP PLATE
2x4 DF
SILL PLATE
2x4 DF
SILL PLATE
2x4 DF
SILL PLATE
(2) 2x6DF
TOP PLATE
(2) 2x6 DF
TOP PLATE
(2) 2x6 DF
TOP PLATE
2x6 DF
SILL PLATE
2x6 DF
SILL PLATE
2x6 DF
SILL PLATE
2x6 DF
SILL PLATE
2x6 DF
SILL PLATE
2x4 DF
SILL PLATE
2x4 DF
SILL PLATE
DOUBLE 2x4
DF TOP PLATE
11 7/8" BCI 6000 AT 16" O.C
(2) 11 7/8" BCI 6000
BELOW WALL (TYP)
(2) 11 7/8"
BCI 6000
(2) 11 7/8" BCI 6000
11 7/8" BCI 6000 AT 16" O.C
CLOSET
DEN
BEDROOMBEDROOMBATH
RECREATION
ROOM
CRAWL
SPACE
CLOSET
BEDROOM
MASTER
MASTER
BATH
STUDY
KITCHEN
DINING
LIVING
BATH BEDROOM 1
BEDROOM 2
CL
O
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E
T
CL
O
S
E
T
(2) 11 7/8" BCI 6000
BELOW WALL (TYP)(2) 11 7/8"
DA
T
E
:
7
/
2
7
/
2
3
BU
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2x6 PT DF #2
STUDS AT 16" O.C.
2x6 PT STUDS AT
16" O.C., ALT:
2x6 STUD GRADE
2x6 PT STUDS AT
16" O.C., ALT:
2x6 STUD GRADE
3/4" T&G PLYWOOD/OSB FLOOR
SHEATHING, GLUE AND NAIL PER
CH 23 2018 IBC
3/4" T&G PLYWOOD/OSB FLOOR
SHEATHING, GLUE AND NAIL PER
CH 23 2018 IBC
2x6 PT AT 16" O.C.
BEARING WALLS BELOW
BDRM DORMERS
2x6 PT AT 16" O.C. BEARING
WALLS BELOW BDRM
DORMERS
2x6 PT AT 16" O.C.
BEARING WALLS BELOW
BDRM DORMERS
2x6 PT AT 16" O.C.
BEARING WALLS BELOW
BDRM DORMERS
ROOF FRAMING
PREFORMED EXPANSION
JOINT (TYP)
PREFORMED EXPANSION JOINT
PREFORMED EXPANSION JOINT
RE
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:
#
9'
-
0
"
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE SPREAD
FOOTING WITH (3) #5 GR60
REBAR AND 4000 PSI CONCRETE
AT 28 DAYS WITH AIR ENT. (TYP)
8"x8" THICKENED
EDGE WITH (1)
#5 BAR CONT.
MOISTURE BARRIER
WHERE CONCRETE MEETS
WOOD (TYP THROUGHOUT)
2x6 SILL PLATE WITH 5/8" DIA x
4 1/4" LONG GALV/S.S. WEDGE
ANCHORS AT 48" O.C. AND
WITHIN 3" OF CORNER
PREFORMED EXPANSION
JOINT (TYP)
STEP FOOTING
5'
-
0
"
+
/
-
DRILL AND EPOXY SET WITH SIMPSON XP
EPOXY #5 BARS 18" LONG at 16" O.C. INTO
EXISTING SLAB WITH 6" MIN. EMBEDMENT
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE
SPREAD FOOTING WITH (3)
#5 GR60 REBAR AND 4000
PSI CONCRETE AT 28 DAYS
WITH AIR ENT. (BEYOND)
FIREPLACE
FRAMING
(BEYOND)
GND +/-
11 7/8" BCI 6000 AT 16" O.C
3/4" T&G PLYWOOD/OSB FLOOR
SHEATHING, GLUE AND NAIL PER
CH 23 2018 IBC, TYP
GND +/-
SIMPSON FM HGR
(1) PLY 11 7/8" LVL LEDGER WITH
5/8" DIA. x 4 1/2" WOOD
ANCHORS AT 2'-0" O.C. , DIAG.
SPACING AND MOISTURE BARRIER
(BEYOND AT FIREPLACE)
(1) PLY 11 7/8" PT LEDGER
WITH 5/8" DIA. x 4 1/2" WOOD
ANCHORS AT 2'-0" O.C. , DIAG.
SPACING
11 7/8"
BCI 6000
11 7/8" BCI 6000 AT 16" O.CSIMPSON FM HGR
2x6 DF AT 16" O.C.
FRAME WALL
ASPHALT SHINGLES OVER 15 LB FELT
OVER 5/8 APA RATED EXT. GRADE PLY
OSB ROOF SHEATHING OR SYNTHETIC
ROOF UNDERLAYMENT PER S1
(2) 11 7/8"
BCI 6000
(2) 11 7/8"
BCI 6000
2x12 BLOCKING BETWEEN
RAFTERS AT 32" O.C. WITH
(6) 10d (3) EACH SIDE
RAFTER. (8) 10d AT RIDGE
BM, (4) EACH END OF BLK'G
INTO ROOF RIDGE BEAM
*
2x12 BLOCKING BETWEEN
RAFTERS AT 32" O.C. WITH
(6) 10d (3) EACH SIDE
RAFTER. (8) 10d AT RIDGE
BM, (4) EACH END OF BLK'G
INTO ROOF RIDGE BEAM
*
**
2x12 BLOCKING BETWEEN
RAFTERS AT 32" O.C. WITH
(6) 10d (3) EACH SIDE
RAFTER. (8) 10d AT RIDGE
BM, (4) EACH END OF BLK'G
INTO ROOF RIDGE BEAM
*
RE
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2x6 SISTER TO 2x12 AT O.H.,
SEE TYPICAL WALL SECTION
2x6 SISTER TO 2x12 AT O.H.,
SEE TYPICAL WALL SECTION
ASPHALTIC SHINGLES ABOVE
9:12 PER MFG SPECS AND
CH9 2018 IRC, TYP
ASPHALTIC SHINGLES ABOVE 9:12 PER
MFG SPECS AND CH9 2018 IRC, TYP
DATE: 1/14/25
BU
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TO THE BEST OF MY KNOWLEDGE
AND BELIEF THESE PLANS AND
SPECIFICATIONS CONFORM TO
LOCAL BUILDING CODE
REQUIREMENTS.
ENGINEER OF RECORD:
CALVETTI ENGINEERING, INC.
ANDREW L. CALVETTI P.E. CO 36028 12
OF
12
(2) 14" LVL RIDGE BEAM
9
UNLESS NOTED OTHERWISE
2 X 12 DF #2 RAFTERS @16" O/C
ASPHALT SHINGLES OVER 15 LB FELT OR GRACE ICE & WATERSHEILD
5/8 APA RATED EXT. GRADE PLY OSB ROOF SHEATHING
NAILED PER TBL. 2307, 2018 IBC
REDUCE THE AMOUNT OF BIRDSMOUTH CUT SUCH THAT THERE IS A MIN. 3" BEARING ON TOP PLATE
THIS WILL LEAVE MORE DEPTH FOR OVERHANG & ELIMATE CUTTING TOP OF JOIST
PROVIDE BLOCKING BETWEEN RAFTER/JOIST
SIMPSON H-1 OR H2ST CLIP @ EA RAFTER
STRUCTRAL DESIGN LOADS
ROOF LOADS;
LIVE LOAD = 20 PSF
DEAD LOAD =10 PSF
SNOW LOAD =75 PSF FLAT ROOF, 50 PSI SLOPED ROOF
FLOOR LOADS;
LIVE LOAD = 40 PSF
DEAD LOAD = 10 PSF
WIND LOADS;
DESIGN WIND SPEED = 120 MPH, 3 SEC GUST ( ULTIMATE )(VULT), 90 MPH (NOMINAL) (VASD)
BUILDING RISK, CATEGORY II
WIND EXPOSURE B (URBAN / SUBURBAN)
COMPONENTS & CLADDING PRESSURE COEFICIENT
( +/= 0.18 ) ENCLOSED BUILDING
I LEVEL1 1/8" X 11 7/8" OR TIMBER STRAND 1 1/4" X11 7/8" RIM JOIST
1/2"CDX PLY OR OSB EXTERIOR SHEATHING
LAPPED OVER ALL CONSTRUCTION JOINTS
DOUBLE 2" X 6" TOP PLATE
11 7/8" BCI 6000 @ 16" OC
MAIN LEVEL TYP. HEADER OVER WINDOW AND DOOR OPENINGS;
(2) 2X10 DF #2 U.N.O W 1 2X6 JACK STUD & (1) KING STUD EA SIDE
5 1/2" WALL INSULATION
VAPOR BARRIER
1/2" DRYWALL
HOUSE WRAP (BUILDING PAPER)
1/2" CDX PLY OR OSB EXTERIOR SHEATHING NAIL PER TBL 2307,2018 IBC
LAPPED OVER ALL CONSTRUCTION JOINTS
MAIN LEVEL
2" X 6" BOTTOM PLATE NAILLED W/ (2) 16d NAILS @16"O/C
THRU SILL INTO FLR JOIST BELOW
I LEVEL 1 1/8" X 11 7/8" RIM JOIST OR
1 1/2 X11 7/8 TIMBER STRAND RIM JOIST
1/2" CDX PLY OR OSB EXTERIOR
SHEATHING
2" X 6" TREATED SILL PLATE
SILL SEAL
1/2" ANCHOR BOLTS 24' O.C.
GRADE
3/4" T & G PLYWOOD OR OSB FLOORING
GLUE & NAIL PER TBL 2307,2018 IBC & MANF .SPEC"S
T.O. PLYWD
EL. 100'-0"
11 7/8" BCI 6000 @ 16" OC
2 10 D 3" NAILS TOE NAIL INTO TREATER SILL PLATE
EACH SIDE OF JOIST
36" MIN.GROUND COVER ABV
BOTTOM OF FOOTING
ASPHALTIC W.P. TO TOP OF WALL
8" POURED CONCRETE , 4000 PSI AT 28 DAYS PER CH 19 2018 IBC
W/ VERTICAL REINF # 5 GR60 REBAR 12" O/C
W/ HORIZANTAL REINF #5 GR60 REBAR 12" OC
DAMP PROOFING (TO GRADE)
PROVIDE #5 GR60 PRE BENT DOWEL
W/ 25" VERT. LAP SPLICE AND
10" BEND HORIZ. LAP WITH BEND IN
ALTERNATING LEFT-RIGHT DIRECTION
CONST.JOINT
4" DRAIN TILE WITH FILTER FABRIC.
12" GRAVEL FILL
T.O. FOOTING
90'-0"
Typical 2 Story Section
TYP. CONCRETE FOOTING TO BEAR ON UNDISTURBED OR
COMPACTED SUB GRADE TO 95% MODIFIED PER CH 18 2018 IBC
MINIMUM BEARING CAPACITY REQUIRED EQUALS 2000PSF
SEE GEOTECHNICAL REPORT BY
DATED SCALE; 1/2" = 1"
UNDISTURBED SUBGRADE OR
CLEAN GRANULAR COMPACTED FILL
UPPER LEVEL TYP. HEADER OVER WINDOW AND DOOR OPENINGS;
(2) 2X10 DF #2 U.N.O W 1 2X6 JACK STUD & IKING STUD EA SIDE
(1) MSTA16 BTWN HEADER & JACK STUD EA SIDE
TYVEC OR EQUAL HOUSE WRAP (BUILDING PAPER)
1/2" CDX PLY OR OSB EXTERIOR SHEATHING NAIL PER TBL 2307,2018 IBC
LAPPED OVER ALL CONSTRUCTION JOINTS
DOUBLE 2" X 6" TOP PLATE W/MIN. 4'-0" LAP SPLICE
W/16d NAILS @ 6" O/C STAGGERED SPACING
3/4" T & G PLYWOOD OR OSB FLOORING
GLUE & NAIL PER TBL 2304,2009 IBC & MANF .SPEC"S
T.O. PLYWD
EL119'-0 5/8"
T.O. PLATE
EL. 118'-0"
11 7/8" TJI 560 CEILING JOISTS @ 16"OC
WALL STUDS AT 16" O.C. 2x6 DF STUD GRADE
5 1/2" WALL INSULATION
VAPOR BARRIER
1/2" DRYWALL
UPPER LEVEL
2" X 6" BOTTOM PLATE NAILLED W/ (2) 16d NAILS @16"O/C
THRU SILL INTO FLR JOIST BELOW
3/4" T & G PLYWOOD OR OSB FLOORING
INSULATION T.O. PLYWD
EL.110'-0"
T.O. PLATE
EL. 108'-11 5/8"
WALL STUDS AT 16" O.C. 2x6 DF STUD GRADE
10" X 24" CONT. CONCRETE FOOTING
3 #5 GR60 LONGITUDAL REBAR & #5 GR60
TRANSVERSE @24" O/C, 4000 PSI AT 28 DAYS
WITH 6% AIR ENT. MIIX PER CH 19 2018 IBC
4" CIP REINFORCED CONCRETE
SLAB, 4000 PSI AT 28 DAYS, WITH
6x6/1.4x1.4 WWF. PROVIDE CRACK
CONTROL PER LATEST ED ACI 318
DA
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7
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INSULATION
GLUE & NAIL PER TBL 2307,2018 IBC & MANF .SPEC"S
6"
R
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SEE GEOTECH REPORT
9'
-
1
0
"
(2) 2x6 TOP PLATE
COMPACTED
SUBGRADE TO
95% MAX LAB
DENSITY (TYP)
8" THK CONC. STEMWALL
WITH #5, GR60 VERTICAL
AND HORIZONTAL BARS AT
16" O.C. (TYP)
8"x8" THICKENED
EDGE WITH (1)
#5 BAR CONT.
6" CIP CONCRETE SLAB, 4000 PSI, WITH NO. 5 REBAR AT
12" O.C. EACH WAY AND 8"x8" THICKENED EDGE (TYP)
8"x8" THICKENED
EDGE WITH (1)
#5 BAR CONT.
6"
R
E
V
E
A
L
10" THICK x24" WIDE CIP
CONTINUOUS CONCRETE SPREAD
FOOTING WITH (3) #5 GR60
REBAR AND 4000 PSI CONCRETE
AT 28 DAYS WITH AIR ENT. (TYP)
10" THICK x24" WIDE CIP CONTINUOUS
CONCRETE SPREAD FOOTING WITH (3)
#5 GR60 REBAR AND 4000 PSI CONCRETE
AT 28 DAYS WITH AIR ENT. (TYP), ALL
PLACEMENT AND MATERIALS TO BE IN
ACCORDANCE WITH CH 19 2018 IBC
8" THK CONC. STEMWALL
WITH #5, GR60 VERTICAL
AND HORIZONTAL BARS AT
16" O.C. (TYP)
GARAGE
DOOR
2x6 WALL STUDS AT 16" O.C.
2x6 DF STUD GRADE
36
"
M
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N
.
FINISH GRADE
9'
-
0
"
11 7/8" BCI 6000
AT 16" O.C.
SIMPSON
FM HGR
MOISTURE BARRIER WHERE CONCRETE
MEETS WOOD (TYP THROUGHOUT)
(3) PLY 11 7/8"
LVL RIM BD
SIMPSON
FM HGR2x6 LSL SILL PLATE WITH (2) 16d
NAILS AT 16" O.C. BETWEEN STUDS
12
'
-
0
"
(2) PLY 11 7/8"
LVL HEADER
(2) 2x6 LSL
TOP PLATE
3/4" T&G PLYWOOD/OSB FLOOR
SHEATHING, GLUE AND NAIL
2 X 12 #2 DF
RAFTERS @16" O/C
2x12 RIM BD
SIMPSON H-2 AT
EA RAFTER, TYP
(2) 14" LVL
RIDGE BEAM
2 X 12 #2 DF
RAFTERS @16" O/C
SIMPSON H-2
AT EA RAFTER,
TYP
3:12
9:12
2:12
9:12
2 X 12 #2 DF
RAFTERS @16" O/C
Scale: 3/8" = 1'-0"
Section 3
2x6 LSL WALL
STUDS 16" O.C.
ALT: 2x6 DF
STUD GRADE
2x6 LSL SILL PLATE WITH (2) 16d
NAILS AT 16" O.C. BETWEEN STUDS
MOISTURE BARRIER WHERE CONCRETE
MEETS WOOD (TYP THROUGHOUT)
2x6 LSL WALL STUDS 16" O.C.
ALT: 2x6 DF STUD GRADE
BEDROOM 3
GARAGE
4" DRAIN TILE WITH FILTER
12" GRAVEL FILL
SEE GEOTECH REPORT
FABRIC AND FREE DRAINING 4" DRAIN TILE WITH FILTER
12" GRAVEL FILL
SEE GEOTECH REPORT
FABRIC AND FREE DRAINING
2x6 LSL SILL PLATE WITH (2) 1/4" DIA
TAPCONS AT 12" O.C. BETWEEN
STUDS. ALT:5/8" DIA x 4 1/2 WEDGE
ANCHORS AT 4' O.C.
2x6 SILL PLATE WITH (2) 1/4" DIA TAPCONS AT 12"
O.C. BETWEEN STUDS. ALT:5/8" DIA x 4 1/2 WEDGE
ANCHORS AT 4' O.C.
2x12" BLOCKING
BETWEEN RAFTERS
2x12 RIM BD
2x12 BLOCKING
BETWEEN RAFTERS
GARAGE FLOOR
99'-0"
Ridge
125'-4"
LOWER FLOOR
112'-0"
5/8" PLYWOOD
SHEATHING
6x6 DF #2
STRUT
5/8" PLYWOOD
SHEATHING
2x8 RIM
(3) 2x8 PLUS (2)
1/2" PLY BEAM
2x8 AT 16" O.C.
(2) PLY 11 7/8"
LVL RIM BD
SIMPSON HL37 EACH SIDE OF POST.
PROVIDE SOLID BLOCKING BTWN
WALL STUDS AND (3) 2x6 AT STRUT
PREFORMED
EXPANSION
JOINT (TYP)
PREFORMED
EXPANSION
JOINT (TYP)
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9'
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"
BASEMENT
10
ASPHALT SHINGLES OVER 15 LB FELT
OVER 5/8 APA RATED EXT. GRADE PLY
OSB ROOF SHEATHING OR SYNTHETIC
ROOF UNDERLAYMENT PER S1
ASPHALT SHINGLES OVER 15 LB FELT
OVER 5/8 APA RATED EXT. GRADE PLY
OSB ROOF SHEATHING OR SYNTHETIC
ROOF UNDERLAYMENT PER S1
2x12 BLOCKING BETWEEN RAFTERS AT
32" O.C. WITH (6) 10d (3) EACH SIDE
RAFTER. (8) 10d AT RIDGE BM, (4) EACH
END OF BLK'G INTO ROOF RIDGE BEAM
2x12 BLOCKING BETWEEN RAFTERS
AT 32" O.C. WITH (6) 10d (3) FACE
NAILS EACH SIDE RAFTER. (8) 10d
AT RIDGE BM, (4) EACH END OF
BLK'G INTO ROOF RIDGE BEAM
SIMPSON AC6 WITH 8.5"
LONG x 4" HIGH x 1/2"
THK PLY OR OSB SHIM
EACH SIDE OF (2) 14"
LVL BEAM
(3) 2x6 DF#2
BEARING POST
ABW66Z POST
BASE WITH (2)
LS50 ANGLES
(2) 11 7/8
x1.75 LVL
(3) 2 X 12
BEYOND
(3) 2 X 12
BEYOND
(2) 14" LVL
14'-0"
FLOOR JOISTS
(2) 8d TOE NAILS EACH SIDE
JOIST/LVL BEAM CONNECTION
(2) 2x6
TOP PLATE
2x6 AT 16" O.C. WITH 2' LAP SPLICE
SISTER TO 2x12 RAFTER WITH; 8d
GALV NAILS AT 6" O.C. DIAG. SPACING
2x8 OPTIONAL
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CORRUGATED METAL ROOF
ABOVE 2:12 PER MFG
SPECS AND CH9 2018 IRC
CORRUGATED METAL ROOF
ABOVE 2:12 PER MFG
SPECS AND CH9 2018 IRC
2x6 AT 16" O.C. WITH
R19 INSUL BATTS
ASPHALTIC SHINGLES ABOVE 9:12 PER
MFG SPECS AND CH9 2018 IRC, TYP
ASPHALTIC SHINGLES ABOVE 9:12 PER
MFG SPECS AND CH9 2018 IRC, TYP
ASPHALTIC SHINGLES ABOVE 9:12 PER
MFG SPECS AND CH9 2018 IRC, TYP
2X6 FASCIA WITH METAL WRAP
DATE: 1/14/25