Acton - Structural Drawings.pdf
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SHEET OF
SCALE
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
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ES
T:
D R
A W
IN
G
N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2010 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
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FI
LE
N
AM
E:
PL
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DA
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AN
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LE
S
NA
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F
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January 26, 2010
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Exp. 12/31/10
S
No. S2718
A
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AXONOMETRIC VIEW - OFFICE1
OUR 3D MODEL IS AVAILABLE FOR VIEWING AND EXPLORATION.
PLEASE VISIT THE FOLLOWING WEBSITE LINK USING INTERNET EXPLORER:
www.gregorypluth.com/models/actonranger/office/
AXONOMETRIC VIEW - OFFICE2
AXONOMETRIC SECTION VIEW - OFFICE3
AXONOMETRIC SECTION VIEW - OFFICE5
AXONOMETRIC SECTION VIEW - OFFICE4
OUR 3D MODEL IS AVAILABLE FOR VIEWING AND EXPLORATION.
PLEASE VISIT THE FOLLOWING WEBSITE LINK USING INTERNET EXPLORER:
www.gregorypluth.com/models/actonranger/warehouse/
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
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T:
D R
A W
IN
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N A
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PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2007 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
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FI
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N
AM
E:
PL
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DA
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AN
GE
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NA
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F
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MWDL #0817
January 26, 2010
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Exp. 12/31/10
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No. S2718
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AXONOMETRIC SECTION VIEW - WAREHOUSE4
PLYWOOD NOT SHOWN
AXONOMETRIC SECTION VIEW - WAREHOUSE5
PLYWOOD NOT SHOWN
AXONOMETRIC FOUNDATION VIEW - WAREHOUSE3
PLYWOOD NOT SHOWN
AXONOMETRIC VIEW - WAREHOUSE2
PLYWOOD NOT SHOWN
AXONOMETRIC VIEW - WAREHOUSE1
PLYWOOD NOT SHOWN
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
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T:
D R
A W
IN
G
N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2010 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
G
FI
LE
N
AM
E:
PL
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DA
TE
AN
GE
LE
S
NA
TI
ON
AL
F
OR
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T
AC
TO
N
RA
NG
ER
S
TA
TI
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N
MWDL #0817
January 26, 2010
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Exp. 12/31/10
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No. S2718
A
S
170'-0" 21'-0"
A
B
C
D
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ROOF LOAD KEY PLAN
SCALE = 1:1922
'-8
15'-9"
'-7
1 2 3 4 5
'-0
'-5
8'-4" 21'-0"
'-8
15'-9" 21'-0"
21'-0"
7 8 9 1011 21'-0" 21'-0" 4'-2"
170'-0" 8'-4" 21'-0" 15'-9" 15'-9" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 4'-2"
1 2 3 4 5 6 7 8 9 1011
A
B
C
D
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F
MEZZ LOAD KEY PLAN
SCALE = 1:1921
'-8
'-5
'-0
'-8
'-7
'-0
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
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D R
A W
IN
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N A
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REGION
SOUTHWEST
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NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2007 Gregory P. Luth & Associates, Inc.C
DR
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IN
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FI
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N
AM
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PL
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DA
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AN
GE
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NA
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ON
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F
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T
AC
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RA
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S
TA
TI
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MWDL #0817
January 26, 2010
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No. S2718
A
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105'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0"
E
D C
B
654321
WAREHOUSE ROOF LOAD KEY PLAN
SCALE = 1:1921
'-8
'-1 1"
4'-
'-1 1"
105'-0" 21'-0"
E
D C
B
654321
WAREHOUSE MEZZANINE LOAD KEY PLAN
SCALE = 1:1922
'-8
21'-0"
'-1
1" 4'-
'-1
1"
21'-0" 21'-0"21'-0"
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
R
ES
T:
D R
A W
IN
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N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2010 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
G
FI
LE
N
AM
E:
PL
O T
DA
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AN
GE
LE
S
NA
TI
ON
AL
F
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AC
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N
RA
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S
TA
TI
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MWDL #0817
January 26, 2010
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TU
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Exp. 12/31/10
S
No. S2718
A
S
S4-0
S4-0
S4-1
1'-6"10"
36 X18 STRIP FOOTING
2' -8
2'
-8
S4-0
S4-0
S4-1
S4-1
1' -6
W
A
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W A
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10"1'-6"
3'-0"
FOUNDATION NOTE:
1) TOP OF FOOTING MAY VARY DUE TO SITE TOPO. PLEASE REFER TO ARCH DWG FOR SITE PLAN OR LANDSCAPE GRADING
DRAWINGS FOR SPOT ELEVATIONS.
2) STRIP FOOTING ARE CENTERED ON WALLS & COLS ABOVE EXCEPT ALONG GRID 3 & 5 WHICH ARE CENTERED ON THE GRID.
3) SEE S0-0 FOR SHEET LIST
4) SEE S0-0 & S0-1 FOR GENERAL NOTES
5) SEE S3-0 FOR BRACE ELEVATION & DETAILS
6) SEE S4-0 FOR S.O.G. & FOUNDATION DETAILS, S4-1 FOR TYPICAL CONCRETE DETAILS, & S4-2 FOR EMBED TYPES.
7) SEE S5-2 FOR BUCKET DETAILS
8) SEE S6-0 FOR ROOF TRUSS FRAMING & SIP DETAILS
9) SEE S9-0 FOR COLUMN SCHEDULE & DETAILS
10) MECHANICAL OPENINGS ARE SHOWN FOR REFERENCE ONLY. VERIFY LOCATION & SIZE WITH MEP & ARCH DWGS.
S3-0
S3-1
S3-1
S3-1
S3-1
S3-0
S3-0 C2
T/O FTNG = -1'-0" TYP.
S4-0
S3-1
10'-6"
SLAB ON GRADE = 5" NMWT (f'c = 4000psi) REINFORCE SLAB w/ #4@12" O.C. E.W., TYP. U.N.O.
SEE S4-0 FOR TYP. SOG DETAILS.
1 2 3 4 5 6 7 8 9 10 11
A
B
C
D
E
F
'-0
21'-0"
'-8
170'-0"
T/SLAB= 0"
FOUNDATION PLAN
SCALE = 1:961
2' -1
8/ "
S3-05'-1012/ "
S4-1
5'-3" 10'-6"
2' -8
TY
P
TY
P
'-8
'-7
'-5
'-0
T/SLAB= 0"
8" CONCRETE WALL
w/ #5@12 E.W
1'-6" 1'-6"
S4-1
1' -9
1'
-2
F25 / 11 k -1'-0" C4
1'-2"
S4-0
S2-1
2"
S4-1
S4S_4X4 WOOD_COLUMN
4 LOCATIONS
36 X18 STRIP FOOTING
7'-5" 4'-11" 7'-5" 5'-1012/ "
#4 STIRRUP @ 1'-0" TYP.
w/ 4 #5 T&B &
F40 / 34 k -1'-0" C1
4'-312/ " 10'-6" 5'-3" 5'-3"
1'-4"
4' -0
S4-0
2' -8
TY
P
TY
P
21'-0"15'-9"15'-9"21'-0"8'-4"
S2-1
S2-0
5'-3" 5'-3" 10'-6" 5'-3" 5'-3" 10'-6" 5'-3" 5'-3" 10'-6" 5'-3"
1'-2"
S9-0
F25 / 11 k -1'-0"
C3 F25 / 8 k -1'-0"
S4-1
1'-2"
1' -2
#4 STIRRUP @ 1'-0" TYP.
w/ 4 #5 T&B &
S4-0
S4-0
S2-0
4'-2"21'-0"21'-0"21'-0"
FOUNDATION NOTE:
1) SINGLE TJL SPACING MAY EXCEED TYPICAL SPACING AT FLOOR OPENING
AS LONG AS TWO ADJACENT SPACES DO NOT EXCEED TWICE THE TYPICAL SPACING.
(2'-0" FOR 12" SPACING). PROVIDE BLOCKING BETWEEN TRUSSES AT OPENINGS.
2) IF TJL SPACING EXCEED ___, PROVIDE INTERMEDIATE 2x6 FRAMING.
3) SEE S0-0 FOR SHEET LIST
4) SEE S0-0 & S0-1 FOR GENERAL NOTES
5) SEE S3-0 FOR BRACE ELEVATION & DETAILS
6) SEE S4-0 FOR S.O.G. & FOUNDATION DETAILS, S4-1 FOR TYPICAL CONCRETE DETAILS,
& S4-2 FOR EMBED TYPES.
7) SEE S5-2 FOR BUCKET DETAILS
8) SEE S6-0 FOR ROOF TRUSS FRAMING & SIP DETAILS
9) SEE S9-0 FOR COLUMN SCHEDULE & DETAILS
10) MECHANICAL OPENINGS ARE SHOWN FOR REFERENCE ONLY.
VERIFY LOCATION & SIZE WITH MEP & ARCH DWGS.
SHEET OF
SCALE
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
R
ES
T:
D R
A W
IN
G
N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2010 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
G
FI
LE
N
AM
E:
PL
O T
DA
TE
AN
GE
LE
S
NA
TI
ON
AL
F
OR
ES
T
AC
TO
N
RA
NG
ER
S
TA
TI
O
N
MWDL #0817
January 26, 2010
AS SHOWN
D
IS
C
LA
IM
E
R : T
H E
S
TR
U C
TU
R
A L
E N
G
IN
E E
R S
S E
A L
O N
T H
IS
D
R A
W
IN
G
IN
D
IC
A
TE
S T
H A
T
TH
E
IN
FO
R
M A
TI
O
N S
H O
W N
A N
D T
H E
C A
LC
U
LA
TI
O N
S P
E R
TA
IN
IN
G
T O
T H
A T
IN
FO
R M
A
TI
O N
H A
V E
B E
E N
P R
E P
A R
E D
B Y
Q U
A
LI
FI
E
D P
E O
P
LE
U N
D E
R T
H E
D
IR
E C
TI
O
N O
F
TH
E E
N G
IN
E
E R
-O F-
R E
C O
R D
TH
E S
E A
L D
O E
S N
O T
IM
P
LY
R
E S
P O
N S
IB
IL
IT
Y
F
R M
A
TI
O N
P R
E P
A R
E D
B Y
O
TH
E R
S N
O R
F O
R A
N Y
IN
FO
R M
A
TI
O N
N O
T S
H O
W N
O N
T H
IS
D
R A
W
IN
G A
N D
S U
C H
R E
S P
O N
S
IB
IL
IT
Y
IS
S P
E C
IF
IC
A
LL
Y D
IS
C
LA
IM
E D
O
N P
H A
S E
D P
R O
JE
C
TS
, D
R A
W
IN
G S
T H
A T
A R
E
IS
S U
E D
B U
T N
O T
S E
A
LE
D S
H A
LL
B
E C
O N
S
ID
E R
E D
T O
B E
P R
E
LI
M
IN
A R
Y
IN
N A
TU
R
E A
N D
A R
E
IS
S U
E D
F O
R
IN
FO
R
M A
TI
O
N O
N
LY
S1-2
Lo w
R oo f P la n
KE
GPLA
FO
RN
I
UR
LI
N E E R
E
I
HT
UL
AL
ON
.P
S
N G
A
S
T UCT
TR
TE OF C
I G E R
E
G
D
RE
T S
E
FO
YROGER
PR
I
L AA
Exp. 12/31/10
S
No. S2718
A
S
9"
"T
JL
2'
-0 " O
.C
S4-1
TYPE A EMBED
(2) 3X10 HIP BEAM
1:12
SLOPE DOWN
1:
S
LO
P E
D O
W N
1:
S
LO
P E
D O
W N
F
E
D
C
B
A
S3-0
S3-0
TYPE A EMBED
TYP @ CONC PIERS ON GRID B
10'-6"
10'-6"
1110987654321 170'-0"
'-8
8'-4" 21'-0" 15'-9" 15'-9" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 4'-2"
'-0
'-5
'-7
'-8
'-0
LOW ROOF/MEZZANINE PLAN
SCALE = 1:961
S3-0
S3-1
S3-1
S3-1
S3-1
SIM 4
S4-1
1'-3"
LUS310 HANGER TYP.3X10 TYP
TYPE A EMBED
3X
TY
P
L E
D G
E R w / T
Y P
E B
E M
B E
D S
4' -0
HSS3-12/ X3-12/ X14/
TYP ALONG GRID B
1' -1
1 2/ " 1'
-1 1 2/ "
1' -1
1 2/ " 1'
-1 1 2/ "
5'-3" 10'-6" 5'-9"
5'-3" 10'-6" 5'-3" 10'-6"
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
HSS6X4X38/
HSS6X4X38/
HSS6X4X38/
HSS6X4X38/
BUCKET 6, SEE S5-2
TYP GRID 2 LOW
9' -2
1 2/ "
4' -0
4'
-0
4' -0
4'
-0
4' -0
(2) 2X12
BACK TO BACK
TYP ALONG GRID 2
3X12 TYP LEDGER w/ TYPE B EMBEDS
7' -1
2/ "
4' -0
4'
-0
4' -0
(2)
BACK TO BACK
TYP ALONG GRID D
3X
TY
P
4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"
S4S_4X8
SIM4
S4-1
3X12 TYP LEDGER w/ TYPE B EMBEDS 1'-6"
14@2'-0"
G
LB
_5 -1
8/X
-1
2/ TYPE A EMBED
2X6 LEDGER w/ TYPE B EMBEDS S4S_2X4 16" O.C.
S4S_4X8
34/ " PLYWOOD
10d @ 4" EDGE NAILING 10d @ 12" FIELD NAILING
4'-0"
TYP.TYP.
3X
TY
P
S5-2
TYPE C EMBED TYPE C EMBED
3X12 TYP LEDGER w/ TYPE B EMBEDS
"T
JL
2'
-0 " O
.C
GLB_5-18/ X19-12/GLB_5-18/ X19-12/
TYPE A
EMBED
TYPE A
EMBED
5'-9" 10'-6"
H S
S 6X
4X 1 4/
S3-1
10'-6"
10'-6"
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
HSS6X4X38/
HSS6X4X38/
HSS6X4X38/
HSS6X4X38/
S3-1
S4-2
HSS6X4X38/
HSS3-12/ X3-12/ X14/
TYP ALONG GRID B
10'-6" 10'-6" 10'-6"
LUS310 HANGER TYP.(2)
BACK TO BACK
TYP ALONG GRID D
HSS6X4X38/
10'-6" 10'-6" 10'-6"
3X12 TYP LEDGER w/ TYPE B EMBEDS
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
C6
C5
S9-0
TYPE A EMBED
9' -2
1' -2
1'
-2
10'-6" 10'-6" 10'-6" 5'-9"
BUCKET 1
TYP GRID D LOW
SEE S5-2
C7
7' -1
1"
10'-6" 10'-6" 10'-6" 5'-9"
1' -2
1'
-2
6"
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
H S
S 6X
4X 1 4/
(27) 6 12/ " SIP_PANEL
48" x 13'-1"
BETWEEN GRID 5 & 11
B
C
D
E
LOW ROOF STRUCTURAL INSULATED PANELS (SIP)
SCALE = 1:962
(4) 6 12/ " SIP_PANEL
48" x 13'-1"
BETWEEN GRID 2 & 3
1 2 3 4 5
(6) 6 12/ " SIP_PANEL
48" x 8'-9"
BETWEEN GRID B & D
(6) 6 12/ "
VARYING LENGTHS
@ ROOF HIP
10 117 8 9
STRUCTURALLY INSULATED PANEL (SIP) NOTES
1) R-CONTROL SIP PANELS W/ DOUBLE 2x SPLINE CONNECTION
2) COORDINATE ALL OPENINGS AND BLOCKING REQUIRED WITH SUPPLIER
3) VERIFY ALL MEP & ARCH POINT LOAD ATTACHMENTS TO SIP WITH SUPPLIER.
4) PROVIDE 58/ " LAG SCREWS 6" O.C. FROM SIP EDGES TO STRUCUTRAL LEDGERS
& WOOD FRAMING, U.N.O. MIN 5" PENETRATION TO MAIN MEMBER.
FOUNDATION NOTE:
1) SPACING & LOCATION OF 3x10 KING POST TRUSS SECONDARY FRAMING SHOWN ON S6-0.
3) SEE S0-0 FOR SHEET LIST
4) SEE S0-0 & S0-1 FOR GENERAL NOTES
5) SEE S3-0 FOR BRACE ELEVATION & DETAILS
6) SEE S4-0 FOR S.O.G. & FOUNDATION DETAILS, S4-1 FOR TYPICAL CONCRETE DETAILS,
& S4-2 FOR EMBED TYPES.
7) SEE S5-2 FOR BUCKET DETAILS
8) SEE S6-0 FOR ROOF TRUSS FRAMING & SIP DETAILS
9) SEE S9-0 FOR COLUMN SCHEDULE & DETAILS
10) MECHANICAL OPENINGS ARE SHOWN FOR REFERENCE ONLY.
VERIFY LOCATION & SIZE WITH MEP & ARCH DWGS.
SHEET OF
SCALE
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
R
ES
T:
D R
A W
IN
G
N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2010 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
G
FI
LE
N
AM
E:
PL
O T
DA
TE
AN
GE
LE
S
NA
TI
ON
AL
F
OR
ES
T
AC
TO
N
RA
NG
ER
S
TA
TI
O
N
MWDL #0817
January 26, 2010
AS SHOWN
D
IS
C
LA
IM
E
R : T
H E
S
TR
U C
TU
R
A L
E N
G
IN
E E
R S
S E
A L
O N
T H
IS
D
R A
W
IN
G
IN
D
IC
A
TE
S T
H A
T
TH
E
IN
FO
R
M A
TI
O
N S
H O
W N
A N
D T
H E
C A
LC
U
LA
TI
O N
S P
E R
TA
IN
IN
G
T O
T H
A T
IN
FO
R M
A
TI
O N
H A
V E
B E
E N
P R
E P
A R
E D
B Y
Q U
A
LI
FI
E
D P
E O
P
LE
U N
D E
R T
H E
D
IR
E C
TI
O
N O
F
TH
E E
N G
IN
E
E R
-O F-
R E
C O
R D
TH
E S
E A
L D
O E
S N
O T
IM
P
LY
R
E S
P O
N S
IB
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IT
Y
F
R M
A
TI
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P R
E P
A R
E D
B Y
O
TH
E R
S N
O R
F O
R A
N Y
IN
FO
R M
A
TI
O N
N O
T S
H O
W N
O N
T H
IS
D
R A
W
IN
G A
N D
S U
C H
R E
S P
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S
IB
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Y
IS
S P
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IF
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A
LL
Y D
IS
C
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N P
H A
S E
D P
R O
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C
TS
, D
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W
IN
G S
T H
A T
A R
E
IS
S U
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B U
T N
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S E
A
LE
D S
H A
LL
B
E C
O N
S
ID
E R
E D
T O
B E
P R
E
LI
M
IN
A R
Y
IN
N A
TU
R
E A
N D
A R
E
IS
S U
E D
F O
R
IN
FO
R
M A
TI
O
N O
N
LY
S1-3
H ig h R oo f P la n
KE
GPLA
FO
RN
I
UR
LI
N E E R
E
I
HT
UL
AL
ON
.P
S
N G
A
S
T UCT
TR
TE OF C
I G E R
E
G
D
RE
T S
E
FO
YROGER
PR
I
L AA
Exp. 12/31/10
S
No. S2718
A
S
113'-3"
170'-0"
'-8
8'-4" 21'-0" 15'-9" 15'-9" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 4'-2"
'-0
'-5
'-7
'-8
'-0
E
D
C
B
A
111098765432
HIGH ROOF PLAN
SCALE = 1:961
S3-0
TYPE C EMBED
3X
LE
D
G E
R w
/ T Y
P E
B E
M B
E D
S 3X
LE
D G
E R w / T
Y P
E B
E M
B E
D S
2X10
2X10
3X10
GLB_5-18/ X15GLB_5-18/ X15
G
LB
_5
2/X
2/
S E
E
S 3-
1 2/
:1
S
LO
P E
D O
W N
1 2/
:1
S
LO
P E
D O
W N
1 4/ :1
S
LO
P
E D
O W
N
K
IN
G P
O S
T
TR
U S
S
S E
E S
6-
K
IN
G P
O S
T
TR
U S
S
S E
E S
6-
K
IN
G P
O S
T
TR
U S
S
S E
E S
6-
K
IN
G P
O S
T
TR
U S
S
S E
E S
6-
BUCKET 2
4'-7" 5'-3" 10'-6"
BUCKET 4
TYP U.N.O.
3X10
(2) 2X12
BACK TO BACK
BUCKET 5
3X
LE
D
G E
R w
/ T Y
P E
B E
M B
E D
S
3X
(2) 2X12
BACK TO BACK
3X10
(2) 3X10
BACK TO BACK
3X10
24'-11"
TYPE C EMBED
3X
LE
D
G E
R w
/ T Y
P E
B E
M B
E D
S 3X
LE
D G
E R w / T
Y P
E B
E M
B E
D S
TYPE C EMBED
3X12 LEDGER
w/ TYPE B EMBEDS
3X12 LEDGER
w/ TYPE B EMBEDS
G
LB
_5 -1
8/X
3X12 LEDGER
w/ TYPE B EMBEDS
2X
2X
TYPE C EMBED
2X
2X
2X
BLOCKING
S4S_2X4 STUD
16" O.C., TYP.
S4S_2X4
3X
LE
D
G E
R w
/ T Y
P E
B E
M B
E D
S
S6-0
S6-0
K
IN
G P
O S
T
TR
U S
S
S E
E S
6-
3X12 LEDGER
w/ TYPE B EMBEDS
2X
2X
2X
10 BUCKET 1, SEE S5-2
TYP GRID D HIGH
3X10
S6-0
G
LB
_5
2/X
2/
S E
E
S 3-
K
IN
G P
O S
T
TR
U S
S
S E
E S
6-
K
IN
G P
O S
T
TR
U S
S
S E
E S
6-
K
IN
G P
O S
T
TR
U S
S
S E
E S
6-
K
IN
G P
O S
T
TR
U S
S
S E
E S
6-
K
IN
G P
O S
T
TR
U S
S
S E
E S
6-
K
IN
G P
O S
T
TR
U S
S
S E
E S
6-
3X10
(2) 2X12
BACK TO BACK
K
IN
G P
O S
T
TR
U S
S
S E
E S
6-
(2) 2X12
BACK TO BACK
3X10
(2) 3X10
BACK TO BACK
3X10
5'-1"
BUCKET 4
CMST12 CONT OVER SIP PANEL JOINT
& 2 (2X10) BACK TO BACK AT GRID C
3' LENGTH OF CMST12
@ 3X10 JOINT OVER KING POST TRUSSES
ADDITIONAL CMST12 CONT @ BOTTOM
OF BACK TO BACK 3X10
FROM GRID 5 WALL 50' EAST
3X
9'-1"
BUCKET 3, SEE S5-2
TYP GRID B HIGH
BUCKET 2
BUCKET 5
(5) 6 12/ " SIP_PANEL
48" x 14'-11"
BETWEEN GRID 6 & 7
6 12/ " SIP_PANEL
12" COLLECTOR PANEL @ CONC PIERS
6 LOCATIONS
A
B
C
D
E
HIGH ROOF STRUCTURAL INSULATED PANELS (SIP)
SCALE = 1:961
EQUIPMENT
S6-0
S6-0
(7) 6 12/ " SIP_PANEL
48" x 16'-3"
BETWEEN GRID 3 & 5
(2) 6 12/ " SIP_PANEL
13" x 15'-9"
(6) 6 12/ " SIP_PANEL 48" x 15'-9"
STAGGERED GRID A TO C
(6) 6 12/ " SIP_PANEL
48" x 17'-0"
BETWEEN GRID 2 & 3
2 3 4 5 6
S6-010
S6-0
(6) 6 12/ " SIP_PANEL
48" x 14'-11"
BETWEEN GRID 2 & 3
6 12/ " SIP_PANEL
11" x 14'-11"
6 12/ " SIP_PANEL
11" x 17'-0"
6 12/ " SIP_PANEL
42" x 14'-2"
6 12/ " SIP_PANEL
11" x 4'-6"
(6) 6 12/ " SIP_PANEL
48" x 4'-6"
BETWEEN GRID 2 & 3
EQUIPMENT
S6-0
S6-0
(2) 6 12/ " SIP_PANEL
42" x 16'-3"
(4) 6 12/ " SIP_PANEL
48" x 14'-11"
BETWEEN GRID 5 & 6
6 12/ " SIP_PANEL
46" x 14'-11"
EQUIPMENT
EQUIPMENT
(7) 6 12/ " SIP_PANEL
48" x 14'-2"
BETWEEN GRID 3 & 5
S6-0
(5) 6 12/ " SIP_PANEL
48" x 14'-11"
BETWEEN GRID 8 & 9
10 117 8 9
S6-0
(5) 6 12/ " SIP_PANEL
48" x 14'-11"
BETWEEN GRID 7 & 8
(28) 6 12/ " SIP_PANEL
48" x 17'-0"
BETWEEN GRID 5 & 11
(28) 6 12/ " SIP_PANEL
48" x 4'-6"
BETWEEN GRID 5 & 11
(5) 6 12/ " SIP_PANEL
48" x 14'-11"
BETWEEN GRID 10 & 11
(5) 6 12/ " SIP_PANEL
48" x 14'-11"
BETWEEN GRID 9 & 10
6 12/ " SIP_PANEL
15" x 17'-0"
6 12/ " SIP_PANEL
15" x 4'-6"
WAREHOUSE
PLAN SHEET NOTES:
1) SEE S0-0 FOR SHEET LIST
2) SEE S0-0 & S0-1 FOR GENERAL NOTES
3) SEE S2-2 & S3-3 FOR SHEARWALL ELEVATIONS
4) SEE S4-0 FOR S.O.G. & FOUNDATION DETAILS
5) SEE S6-0 FOR SIP DETAILS
6) MECHANICAL OPENINGS ARE SHOWN FOR REFERENCE ONLY. VERIFY LOCATION & SIZE WITH MEP & ARCH DWGS.
7) MAY INCREASE TYPICAL TJI SPACING AT MEP & ARCH OPENINGS AS LONG AS THE SUM OF TWO ADJACENT SPACES IS NO GREATER THAN TWICE THE TYPICAL SPACING. PROVIDE BLOCKING AT OPENINGS.
STRUCTURALLY INSULATED PANEL (SIP) NOTES
1) R-CONTROL SIP PANELS W/ DOUBLE 2x SPLINE CONNECTION
2) COORDINATE ALL OPENINGS AND BLOCKING REQUIRED WITH SUPPLIER
3) VERIFY ALL MEP & ARCH POINT LOAD ATTACHMENTS TO SIP WITH SUPPLIER.
4) PROVIDE 58/ " LAG SCREWS 6" O.C. FROM SIP TRANSVERSE EDGES TO STRUCUTRAL LEDGERS
AND WOOD FRAMING, U.N.O. MIN 5" PENETRATION TO MAIN MEMBER.
SHEET OF
SCALE
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
R
ES
T:
D R
A W
IN
G
N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2007 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
G
FI
LE
N
AM
E:
PL
O T
DA
TE
AN
GE
LE
S
NA
TI
ON
AL
F
OR
ES
T
AC
TO
N
RA
NG
ER
S
TA
TI
O
N
MWDL #0817
January 26, 2010
AS SHOWN
D
IS
C
LA
IM
E
R : T
H E
S
TR
U C
TU
R
A L
E N
G
IN
E E
R S
S E
A L
O N
T H
IS
D
R A
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IN
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IN
D
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A
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S T
H A
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TH
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IN
FO
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M A
TI
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N S
H O
W N
A N
D T
H E
C A
LC
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LA
TI
O N
S P
E R
TA
IN
IN
G
T O
T H
A T
IN
FO
R M
A
TI
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H A
V E
B E
E N
P R
E P
A R
E D
B Y
Q U
A
LI
FI
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D P
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P
LE
U N
D E
R T
H E
D
IR
E C
TI
O
N O
F
TH
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N G
IN
E
E R
-O F-
R E
C O
R D
TH
E S
E A
L D
O E
S N
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IM
P
LY
R
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P O
N S
IB
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F
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P R
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A R
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B Y
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S N
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F O
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N Y
IN
FO
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TI
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N O
T S
H O
W N
O N
T H
IS
D
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IN
G A
N D
S U
C H
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S P
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S
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Y
IS
S P
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IF
IC
A
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Y D
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S E
D P
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, D
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G S
T H
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A R
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IS
S U
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B U
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S E
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D S
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B
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IN
N A
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S U
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F O
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FO
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LY
S1-4
W A
R E
H O
U S
E P
LA
N
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HQ
GPLA
FO
RN
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N E E R
E
I
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AL
ON
.P
S
N G
A
S
T UCT
TR
TE OF C
I G E R
E
G
D
RE
T S
E
FO
YROGER
PR
I
L AA
Exp. 12/31/10
S
No. S2718
A
S
SOLAR PANELS
PROVIDING BLOCKING IN SIP
BELOW ATTACHMENT POINTS
21'-0"
12'-3" 12'-214/ "
48" x 12'-2 78/ " SIP
9 @ N. CANTILEVER
GLB_5-12/ X16-12/
'-8
A
105'-0"
1 2 3 4 5 6
B
C
D
E
WAREHOUSE ROOF PLAN
SCALE = 1:963
S6-0
48" x 12'-0" SIP
9 @ S. CANTILEVER
(2 )2
X
B A
C K
T O
B A
C K
(2 )2
X
B A
C K
T O
B A
C K
(2 )2
X
B A
C K
T O
B A
C K
(2 )2
X
B A
C K
T O
B A
C K
'-1
1"
2X
(2 )2
X
B A
C K
T O
B A
C K
2X
4'-
'-1 1"
48" x 18'-3 14/ " SIP_CORE
48 SPAN GRID B TO C
48" x 23'-5 14/ " SIP_PLYWOOD
48 SPAN GRID C TO E
(2 )2
X
B A
C K
T O
B A
C K
(2 )2
X
B A
C K
T O
B A
C K
(2 )2
X
B A
C K
T O
B A
C K
2'-634/ " 21'-0" 21'-0"
12'-214/ " 12'-3" 12'-3" 12'-3"
GLB_5-12/ X16-12/
(2 )2
X
B A
C K
T O
B A
C K
(2 )2
X
B A
C K
T O
B A
C K
(2 )2
X
B A
C K
T O
B A
C K
(2 )2
X
B A
C K
T O
B A
C K
2'-0"x4'-0" SKYLIGHT IN SIP
COORDINATE BLOCKING & FRAMING
W/ SIP SUPPLIER, 3 LOCATIONS
(2 )2
X
B A
C K
T O
B A
C K
(2 )2
X
B A
C K
T O
B A
C K
2X
(2 )2
X
B A
C K
T O
B A
C K
(2 )2
X
B A
C K
T O
B A
C K
2X
21'-0" 21'-0"
12'-3" 12'-3" 12'-3"
2 #4 HORZ
#4 TIES @ 1'-0"
4 #4 LONG. T & B.
#4 TIES @ 1'-0"
1' -6
7"
5" 6"
B
SECTION @ CURB
SCALE = 1:124
E
D
C
B
A
HANGER CONNECTION (354 LB)
TOP FLANG
HANGER CONNECTION (1420 LB)
BEARING CONNECTION (1420 LB)
TYP. @ WALL, SEE ELEVATION
BEARING CONNECTION (1420 LB)
TYP. @ WALL, SEE ELEVATION
54321 105'-0"
'-8
21'-0" 21'-0" 21'-0" 21'-0" 21'-0"
'-0
'-1 1"
4'-
'-1 1"
WAREHOUSE MEZZANINE PLAN
SCALE = 1:962
2X6 16" O.C.
S 4S
_2 X
S4S_2X6
S4S_2X10
14" TJI 210
12" O.C.
58/ " PLYWOOD
10d @ 4" O.C. EDGE NAILING 10d @ 12" O.C. FIELD NAILING
BLOCKING TYP.
14" TJI 210
12" O.C.
S4S_3X14HANGER CONNECTION (1420 LB)
TOP FLANG OR FACE MOUNT
GLB_3-18/ X13-12/
HANGER CONNECTION (354 LB)
HANGER CONNECTION (1420 LB), TYP.
TOP FLANG OR FACE MOUNT
58/ " PLYWOOD
10d @ 4" O.C. EDGE NAILING 10d @ 12" O.C. FIELD NAILING
2X6 16" O.C.
14" TJI 210
12" O.C.
S4S_6X6
20'-338/ " SHEARWALL
HDU4
24'-10" SHEARWALL
HDU4HDU4HDU4
S4S_6X6
HSS5-12/ X5-12/ X38/ HSS5-12/ X5-12/ X38/
HSS5-12/ X5-12/ X38/
S2-2
S2-2
S2-2
S2-2
2' -0
3'-0" x 36 X18 FOOTING w/ #4@12" O.C. E.W. T& B
S4S_6X6 WOOD_COLUMN
S4S_8X8 WOOD_COLUMN
S4S_6X6 WOOD_COLUMN
E
D
C
B
654321 105'-0"
'-8
21'-0" 21'-0" 21'-0" 21'-0" 21'-0"
'-0
'-1 1"
4'-
'-1 1"
T/SLAB= 0"
WAREHOUSE FLOOR PLAN
SCALE = 1:961
8'-0"
SHEARWALLSHEARWALL
7'-10" SHEARWALL
'-3
" S H
E A
R W
A
LL
'-4
1 2/ " S
H E
A R
W A
LL
HDU4
24 X18 STRIP FOOTING
CENTERED UNDER WALL
w/ 4#4 T&B AND #4 TIES 12" O.C.
TYP. U.N.O.
6" CURB
S3-3
6" EXTERIOR WALL,
TYP. U.N.O.
6" INTERIOR WALL,
TYP. U.N.O.
HDU4
S4S_6X6
'-4
" S H
E A
R W
A
LL
S4S_6X6
S4S_6X6
S4S_6X6
HDU4
HDU4
HDU4
HDU4
7'-10" SHEARWALL
HDU4 HDU4 HDU4
HDU4
13'-10" SHEARWALL
'-2
1 2/ " S
H E
A R
W A
LL
S3-3
S3-3
HDU4
HDU4
HDU4
HDU4
HDU4
HDU4
'-3
" S H
E A
R W
A
LL
'-0
1 2/ " S
H E
A R
W A
LL
HDU4
S4S_6X6
S3-3
2"
16'-6" SHEARWALL
HDU4 HDU4
SLAB ON GRADE = 5" NMWT (f'c= 4000 ) w/ #4 @ 12" O.C. E.W. TYP.
SEE S4-0 FOR S.O.G. DETAILS
24'-512/ " SHEARWALL
HDU4
S4S_6X6
HDU4
HDU4
'-1
" S H
E A
R W
A
LL
20'-5" SHEARWALL
S4S_6X6
S4S_6X6
HDU4
HDU4
HDU4
HDU4
HDU4
HDU4
1' -6
7"
5"
C
SECTION W/ NO CURB
SCALE = 1:125
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
R
ES
T:
D R
A W
IN
G
N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2010 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
G
FI
LE
N
AM
E:
PL
O T
DA
TE
AN
GE
LE
S
NA
TI
ON
AL
F
OR
ES
T
AC
TO
N
RA
NG
ER
S
TA
TI
O
N
MWDL #0817
January 26, 2010
AS SHOWN
D
IS
C
LA
IM
E
R : T
H E
S
TR
U C
TU
R
A L
E N
G
IN
E E
R S
S E
A L
O N
T H
IS
D
R A
W
IN
G
IN
D
IC
A
TE
S T
H A
T
TH
E
IN
FO
R
M A
TI
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N S
H O
W N
A N
D T
H E
C A
LC
U
LA
TI
O N
S P
E R
TA
IN
IN
G
T O
T H
A T
IN
FO
R M
A
TI
O N
H A
V E
B E
E N
P R
E P
A R
E D
B Y
Q U
A
LI
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D P
E O
P
LE
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D E
R T
H E
D
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TI
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F
TH
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N G
IN
E
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C O
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TH
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S N
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P O
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P R
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S N
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F O
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IN
FO
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N O
T S
H O
W N
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T H
IS
D
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IN
G A
N D
S U
C H
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S P
O N
S
IB
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S P
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IF
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A
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Y D
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C
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IM
E D
O
N P
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S E
D P
R O
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C
TS
, D
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IN
G S
T H
A T
A R
E
IS
S U
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B U
T N
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S E
A
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D S
H A
LL
B
E C
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S
ID
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E D
T O
B E
P R
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LI
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IN
A R
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IN
N A
TU
R
E A
N D
A R
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IS
S U
E D
F O
R
IN
FO
R
M A
TI
O
N O
N
LY
S2-0
W al l E le va tio ns
KE
GPLA
FO
RN
I
UR
LI
N E E R
E
I
HT
UL
AL
ON
.P
S
N G
A
S
T UCT
TR
TE OF C
I G E R
E
G
D
RE
T S
E
FO
YROGER
PR
I
L AA
Exp. 12/31/10
S
No. S2718
A
S
9'-6"
170'-0"
21'-0"
2 111 10 9 8 7 6 5 4 3
NORTH ELEVATION
SCALE = 1:96
5'-9"
3' -0
4'
-1 0"
7' -1
0"
TO. WALL =+11'-0"
TO. CONCRETE =+8'-0"
TO. SLAB =-0"
TO. FOOTING =-1'-0"
4'-2" 21'-0" 21'-0" 21'-0"
8" 3'-4" 1'-9" 9'-6" 5'-9"
ELEV = +17'-8"
2A S5-2
9'-6" 5'-9" 5'-9" 9'-6" 5'-9" 5'-9"
S3-01A
S5-2
21'-0" 15'-9" 15'-9" 21'-0" 8'-4"
5'-9" 5'-9" 9'-6" 6'-5"
8' -0
8' -0
2'-0" 3'-4" 3'-4"
6'-5"
S4-1
2' -1
1" 5'
-2
7' -1
0"
3'-4"1'-4" 5'-10" 4'-8" 4'-8" 2'-5"
TYP. OPNG REINF
38'-21 2/ "
TO. CONCRETE =+8'-0"
TO. FOOTING =-1'-0"
TO. SLAB =0"
62'-8"
12'-0" 11'-5" 16'-7" 12'-8" 10'-0"
2'-0" 2'-0"2'-0" 2'-0"
FEDCBA
EAST ELEVATION
SCALE = 1:96
48 X16 COLUMN
TYP. @ GRID A & F
TO. WALL =+11'-0"
ELEV = +23'-0"
ELEV = +17'-8"
56 X16 COLUMN
TYP. @ GRID B
5A S5-22
S9-0
LUS310
HANGER TYP.
3' -0
5'
-0
4'-0" 3'-4"
GLB_5 12/ X10 12/
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
R
ES
T:
D R
A W
IN
G
N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2010 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
G
FI
LE
N
AM
E:
PL
O T
DA
TE
AN
GE
LE
S
NA
TI
ON
AL
F
OR
ES
T
AC
TO
N
RA
NG
ER
S
TA
TI
O
N
MWDL #0817
January 26, 2010
AS SHOWN
D
IS
C
LA
IM
E
R : T
H E
S
TR
U C
TU
R
A L
E N
G
IN
E E
R S
S E
A L
O N
T H
IS
D
R A
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IN
G
IN
D
IC
A
TE
S T
H A
T
TH
E
IN
FO
R
M A
TI
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N S
H O
W N
A N
D T
H E
C A
LC
U
LA
TI
O N
S P
E R
TA
IN
IN
G
T O
T H
A T
IN
FO
R M
A
TI
O N
H A
V E
B E
E N
P R
E P
A R
E D
B Y
Q U
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D P
E O
P
LE
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D E
R T
H E
D
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TI
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N O
F
TH
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N G
IN
E
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C O
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TH
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S N
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P R
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S N
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F O
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IN
FO
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N O
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IN
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B
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N A
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F O
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S2-1
W al l E le va tio ns
KE
GPLA
FO
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N E E R
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.P
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I G E R
E
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FO
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PR
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Exp. 12/31/10
S
No. S2718
A
S
8" CONCRETE WALL
TO. WALL = +11'-0"
TO. CONCRETE = +8'-0"
TO. SLAB =-0"
TO. FOOTING = -1'-0"
62'-8"
10'-0" 12'-8" 16'-7" 11'-5" 12'-0"
ABCDEF
WEST ELEVATION
SCALE = 1:96
48 X16 COLUMN
TYP @ GRID A & F
ELEV = +17'-8"
GLB_5 12/ X10 12/
FOOTING - SEE
FOUNDATION PLAN
161'-8"
21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 4'-2"
111098765432
SOUTH ELEVATION
SCALE = 1:96
CONCRETE WALL
'-0
TO. WALL = +11'-0"
TO. CONCRETE = +8'-0"
TO. SLAB =-0"
TO. FOOTING = -1'-0"
21'-0" 15'-9" 15'-9"
3A S5-2
ELEV = +17'-8"
4A S5-2
H S
S 4X
4X 1 4/
TY
P
CONCRETE COLUMN TYP.
WOOD SHEARWALL NOTES
1) 2x6 DOUGLAS FIR LARCH NORTH NO.1 STUDS 16” O.C.
2) ½" STRUCTURAL I PLYWOOD SHEATHING ONE SIDE
3) 8d FASTENERS 6" O.C. EDGE SPACING (MUST PENETRATE STUDS MIN 1-38/ ") AND 12" O.C. SPACING TO INTERMEDIATE STUD.
4) PROVIDE FLAT 2x4 BLOCKING AT HORIZONTAL SHEATHING SEEMS
5) PROVIDE HDU4-SDS2.5 SIMPSON HOLD-DOWN & SSTB24 ANCHOR BOLTS AT ALL BOUNDARY ELEMENTS. SEE ELEVATIONS FOR LOCATIONS.
6) PROVIDE SINGLE 2X6 BOTTOM SILL AND DOUBLE 2X6 TOP PLATE.
7) 12/ " TITEN HD ANCHOR 32" O.C @ SILL TO CURB OR S.O.G. BELOW.
8) SEE ELEVATIONS FOR HEADER SIZES.
9) FOR OPENINGS LESS THAN 5’-0" WIDE, PROVIDE SINGLE 2x6 BEARING STUD UNDER HEADER. GREATER THAN 5’-0", DOUBLE BEARING STUDS U.N.O.
10) PROVIDE DOUBLE KING (WIND) STUD E.S. OF OPENING HEADER.
11) PROVIDE SIMPSON A35 BETWEEN WINDOW SILL AND BEARING STUD.
12) PROVIDE SIMPSON A35 BETWEEN HEADER AND KING STUD.
13) PROVIDE SIMPSON CS16 STRAP & BLOCKING EXTENDING 16" BOTH SIDES OF BOUNDARY STUDS AT ELEVATION OF OPENING HEAD AND SILL.
SHEET OF
SCALE
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
R
ES
T:
D R
A W
IN
G
N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2007 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
G
FI
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N
AM
E:
PL
O T
DA
TE
AN
GE
LE
S
NA
TI
ON
AL
F
OR
ES
T
AC
TO
N
RA
NG
ER
S
TA
TI
O
N
MWDL #0817
January 26, 2010
AS SHOWN
D
IS
C
LA
IM
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R : T
H E
S
TR
U C
TU
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A L
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G
IN
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R S
S E
A L
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T H
IS
D
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IN
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IN
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A
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S T
H A
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TH
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IN
FO
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M A
TI
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N S
H O
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A N
D T
H E
C A
LC
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LA
TI
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S P
E R
TA
IN
IN
G
T O
T H
A T
IN
FO
R M
A
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H A
V E
B E
E N
P R
E P
A R
E D
B Y
Q U
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D P
E O
P
LE
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D E
R T
H E
D
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E C
TI
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F
TH
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N G
IN
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C O
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TH
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B
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N A
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F O
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T UCT
TR
TE OF C
I G E R
E
G
D
RE
T S
E
FO
YROGER
PR
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L AA
Exp. 12/31/10
S
No. S2718
A
S
ELEV.=+22'-034/ "
2'-112/ "
S4S_6X6
49'-81 2/ " 3'-1112/ "
12"
2"
1' -0
EDCB
EAST ELEVATION
SCALE = 1:96
2'-3" 9'-0"
S4S_6X6
1' -0
7'
-1 1"
4'-01116/ "
T.O.SLAB=0"
ELEV.=+13'-4"
T.O.MEZZ=+10'-0"
3'-8" BEARING STUD E.S.
S4S_6X6 HEADER
GLB_6-34/ X18
2' -0
16'-414/ "
HSS5-12/ X5-12/ X38/
HSS5-12/ X5-12/ X38/
6 5 4 3 2 1
NORTH ELEVATION
SCALE = 1:96
ELEV.=+22'-034/ " HSS5-12/ X5-12/ X38/HSS5-12/ X5-12/ X38/
2'-712/ "
T.O.SLAB=0"
T.O.MEZZ=+10'-0"
12'-2"
HSS5-12/ X5-12/ X38/
'-1
4'-734/ " 9'-7"
2'-2" 18'-10" 2'-2" 9'-5"
8' -1
9'-7" 10'-8"
5' -1
1"
S4S_6X6 GLB_5-12/ X12
S4S_6X6
2' -2
2' -7
2'
-2
'-1
S4S_6X6
S4S_6X6
12'-2"
S2-2
S2-2
S4S_6X6
6X12
GLB_3-18/ X13-12/
T.O.ATTIC=+11'-4"
2'-712/ "
ELEV.=+22'-034/ "
18'-1"
3' -1
1" 4'
-2
12"
2"
1' -0
E D C B
WEST ELEVATION
SCALE = 1:96
ELEV.=+13'-4"
T.O.ATTIC=+11'-4"
T.O.SLAB=0"
1' -0
3" 4'-4"
S4S_6X6
17'-6"
654321
SOUTH ELEVATION
SCALE = 1:96
8'-10"4'-5"
'-1
"T Y
P
6X12
1' -6
1'
-0
'-3
1 4/ "
T.O.SLAB=0"
ELEV.=+13'-4"
12'-2"
8' -1
12'-2"
6X12
S4S_6X6
8'-10" 3'-6"
(2) 2X6 FLAT
TYP TOP PLATE
12'-2"
DOUBLE WIND
STUD, TYP.
DOUBLE BEARING
STUD, TYP.
6X12
6X8 TYP. FOR
EAST-WEST CANT.
6 LOCATIONS
5'-0" MIN U.N.O.
2X6 FLAT
TYP BOT PLATE
w/ 12/ " PLYWOOD
2X6 STUDS
16" O.C. TYP
S4S_6X6
HDU4-SDS2.5 T & B
W/ THROUGH BOLT
2X6 BACK TO BACK BEARING STUDS
GLB_3-18/ X13-12/
BEYOND WALL
6X12 HEADER
2X6
DETAIL
SCALE = 1:125
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
R
ES
T:
D R
A W
IN
G
N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2010 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
G
FI
LE
N
AM
E:
PL
O T
DA
TE
AN
GE
LE
S
NA
TI
ON
AL
F
OR
ES
T
AC
TO
N
RA
NG
ER
S
TA
TI
O
N
MWDL #0817
January 26, 2010
AS SHOWN
D
IS
C
LA
IM
E
R : T
H E
S
TR
U C
TU
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A L
E N
G
IN
E E
R S
S E
A L
O N
T H
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D
R A
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IN
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IN
D
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S T
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TH
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IN
FO
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M A
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N S
H O
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A N
D T
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C A
LC
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S P
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IN
IN
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T O
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A T
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FO
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H A
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B E
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P R
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A R
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B Y
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D P
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D E
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B
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F O
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B U
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FO
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T UCT
TR
TE OF C
I G E R
E
G
D
RE
T S
E
FO
YROGER
PR
I
L AA
Exp. 12/31/10
S
No. S2718
A
S
21'-0"
170'-0"
SECTION AT GRID D
SCALE = 1:96
H S4-2
31'-6"8'-4" 21'-0" 21'-0"
8"
8"
'-0
GLULAM BEAM -
SEE PLAN
H S
S 4X
4X 1 4/
H S
S 4X
4X 1 4/
H S
S 4X
4X 1 4/
T/O WALL = +11'-0"
ELEV = +8'-0"
T/O SOG = 0"
T/O FTG = -1'-0"
54321
S3-0
ELEV = +17'-8"
H S
S 6X
6X 1 2/
S3-0
21'-0" 21'-0" 21'-0" 4'-2"
GLULAM BEAM -
SEE PLAN
H S
S 4X
4X 1 4/
H S
S 4X
4X 1 4/
H S
S 4X
4X 1 4/
H S
S 4X
4X 1 4/
1110987
KING POST TRUSS,
TYP - SEE S6-0
6A S5-2
1" ROD , TYP.
21'-0"
987654321 170'-0"
SECTION AT GRID C
SCALE = 1:96
S4-1
15'-9"
8' -0
8' -0
5'-0"8" 5'-0"
T/O WALL = +11'-0"
ELEV = +8'-0"
T/O SOG = 0"
T/O FTG = -1'-0"
H S
S 4X
4X 1 4/
3X10
8'-4"
ELEV = +17'-8"
S3-0
12"
1"
S4-1
ELEV.+11'-21316/ "
21'-0"
S4-1
15'-9" 21'-0" 21'-0"
21'-0" 21'-0" 4'-2"
ELEV = +11'-5"
ELEV. = +10'-0"
ELEV. = +11'-0"
1' -0
2/ "
SIP_PANEL
1 8/ "
0"
S4S_3X8
BEVELED TOP
3X12 LEDGER
BEVELED TOP
3X10
T.O.W. CONDITION
SCALE = 1:124
2 34/ " A307 INSTALLED W/ BEAM
2 34/ " A307 INSTALLED W/ BRACE
1" ROD
(2) 2X12 BACK TO BACK
BEVELED TOP
BRACE ELEVATION
SCALE = 1:243
T&B
TYP
SIP_PANEL
3A
CURB
1"
3"
1x6 SLOT
ROD1
PL1 X3
BRACE
SCALE = 1:43A
S4S_4X4
BLOCKING BTWN
STUDS @ ROOF
'-8
4'-11"
3 4 5
SECTION SOUTH OF GRID C
SCALE = 1:485
S4S_4X4
S4S_4X4
S4S_2X4 16" 0.C.
SEE PLAN
S4S_2X4 STUDS
16" 0.C.
8' -1
7 8/ "
S4S_4X4
S4S_4X8
9' -6
5 8/ "
5'-1012/ " 7'-5"
S4S_2X4 16" 0.C.
SEE PLAN
S4S_4X4
S4S_4X4 S4S_4X4
S4S_4X8
7'-5" 5'-1012/ "
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
R
ES
T:
D R
A W
IN
G
N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2010 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
G
FI
LE
N
AM
E:
PL
O T
DA
TE
AN
GE
LE
S
NA
TI
ON
AL
F
OR
ES
T
AC
TO
N
RA
NG
ER
S
TA
TI
O
N
MWDL #0817
January 26, 2010
AS SHOWN
D
IS
C
LA
IM
E
R : T
H E
S
TR
U C
TU
R
A L
E N
G
IN
E E
R S
S E
A L
O N
T H
IS
D
R A
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IN
G
IN
D
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A
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S T
H A
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TH
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IN
FO
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M A
TI
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N S
H O
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A N
D T
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C A
LC
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LA
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S P
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TA
IN
IN
G
T O
T H
A T
IN
FO
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H A
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B E
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P R
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A R
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B Y
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P
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B ui dl in g S ec tio ns
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TR
TE OF C
I G E R
E
G
D
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T S
E
FO
YROGER
PR
I
L AA
Exp. 12/31/10
S
No. S2718
A
S
S4S_2X4 16" O.C.
S4S_2X4 16" O.C.
52'-8"
58/ " PLYWOOD
18"TJL 2'-0" O.C.
ELEV.+15'-1112/ "
2'-0" 2'-2"
12'-0" 11'-5" 16'-7" 12'-8"
T/O FTG = -1'-0"
T/O SOG = 0"
EDCBA
SECTION AT GRID 4
SCALE = 1:96
T/O OPNG = +10'-0"
S4-1
5' -8
5 8/ "
GLB_5-18/ X10-12/
GLB_5-18/ X18
'-0
T/O WALL= +23'-0"
S4S_4X8
'-8
S4S_2X4 16" O.C.
5' -6
7 8/ "
ELEV.+17'-112/ "
7' -1
1 2/ "
ELEV+10'-0"
18"TJL
2'-0" O.C.
8' -3
7 8/ "
GLB_5-18/ X19-12/
GLB_5-18/ X15
H S
S 4X
4X 1 4/
T/O WALL = +11'-0"
T/O COL = +8'-0"
T/O SOG = 0"
T/O FTG = -1'-0"
FEDCBA
62'-8"
12'-0" 11'-5" 16'-7" 10'-0"12'-8"
SECTION AT GRID 2
SCALE = 1:96
S4-2
8' -6
S5-2
H S
S 4X
4X 1 4/
H S
S 4X
4X 1 4/
4'-6" 7'-11"
7' -6
12'-0" 11'-5" 16'-7" 12'-8" 10'-0"
T/O FTG = -1'-0"
T/O SOG = 0"
T/O COL = +8'-0"
ELEV = +11'-0"
FEDCBA
62'-8"
SECTION AT GRID 3
SCALE = 1:96
T/O WALL = +23'-0"
4"
3'- 0"
7' -6
4"3'-6" 4"
4" 4'-6"
12'-0" 11'-5" 16'-7" 12'-8" 10'-0"
7' -6
T/O FTG = -1'-0"
T/O SOG = 0"
ELEV = +11'-0"
T/O COL = +8'-0"
FEDCBA
62'-8"
SECTION AT GRID 5
SCALE = 1:964
T/O WALL = +23'-0"
62'-8"
12'-0" 11'-5" 16'-7" 12'-8" 10'-0"
T/O FTG = -1'-0"
T/O SOG = 0"
T/O COL = +8'-0"
ELEV = +11'-0"
FEDCBA
SECTION @ KING POST TRUSS
SCALE = 1:965
ELEV = +17'-8"
16'-7" 62'-8"
SECTION @ GRID 8
SCALE = 1:966
ELEV = +17'-8"
ELEV = +11'-0"
T/O COL = +8'-0"
T/O SOG = +0"
T/O FTG = -1'-0"
S4-2
S4-2
12'-0" 11'-5"
ELEV.+13'-134/ "
ELEV.+12'-2"
A B C
12'-8" 10'-0"
D E F
WOOD SHEARWALL NOTES
1) 2x6 DOUGLAS FIR LARCH NORTH NO.1 STUDS 16” O.C.
2) ½" STRUCTURAL I PLYWOOD SHEATHING ONE SIDE
3) 8d FASTENERS 6" O.C. EDGE SPACING (MUST PENETRATE STUDS MIN 1-38/ ") AND 12" O.C. SPACING TO INTERMEDIATE STUD.
4) PROVIDE FLAT 2x4 BLOCKING AT HORIZONTAL SHEATHING SEEMS
5) PROVIDE HDU4-SDS2.5 SIMPSON HOLD-DOWN & SSTB24 ANCHOR BOLTS AT ALL BOUNDARY ELEMENTS. SEE ELEVATIONS FOR LOCATIONS.
6) PROVIDE SINGLE 2X6 BOTTOM SILL AND DOUBLE 2X6 TOP PLATE.
7) 12/ " TITEN HD ANCHOR 32" O.C @ SILL TO CURB OR S.O.G. BELOW.
8) SEE ELEVATIONS FOR HEADER SIZES.
9) FOR OPENINGS LESS THAN 5’-0" WIDE, PROVIDE SINGLE 2x6 BEARING STUD UNDER HEADER. GREATER THAN 5’-0", DOUBLE BEARING STUDS U.N.O.
10) PROVIDE DOUBLE KING (WIND) STUD E.S. OF OPENING HEADER.
11) PROVIDE SIMPSON A35 BETWEEN WINDOW SILL AND BEARING STUD.
12) PROVIDE SIMPSON A35 BETWEEN HEADER AND KING STUD.
13) PROVIDE SIMPSON CS16 STRAP & BLOCKING EXTENDING 16" BOTH SIDES OF BOUNDARY STUDS AT ELEVATION OF OPENING HEAD AND SILL.
SHEET OF
SCALE
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
R
ES
T:
D R
A W
IN
G
N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2007 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
G
FI
LE
N
AM
E:
PL
O T
DA
TE
AN
GE
LE
S
NA
TI
ON
AL
F
OR
ES
T
AC
TO
N
RA
NG
ER
S
TA
TI
O
N
MWDL #0817
January 26, 2010
AS SHOWN
D
IS
C
LA
IM
E
R : T
H E
S
TR
U C
TU
R
A L
E N
G
IN
E E
R S
S E
A L
O N
T H
IS
D
R A
W
IN
G
IN
D
IC
A
TE
S T
H A
T
TH
E
IN
FO
R
M A
TI
O
N S
H O
W N
A N
D T
H E
C A
LC
U
LA
TI
O N
S P
E R
TA
IN
IN
G
T O
T H
A T
IN
FO
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A
TI
O N
H A
V E
B E
E N
P R
E P
A R
E D
B Y
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A
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FI
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D P
E O
P
LE
U N
D E
R T
H E
D
IR
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TI
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N O
F
TH
E E
N G
IN
E
E R
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R E
C O
R D
TH
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E A
L D
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S N
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IM
P
LY
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P O
N S
IB
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F
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P R
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S N
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F O
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IN
FO
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T H
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D
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IN
G A
N D
S U
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S P
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S P
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A
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Y D
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S E
D P
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C
TS
, D
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IN
G S
T H
A T
A R
E
IS
S U
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B U
T N
O T
S E
A
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D S
H A
LL
B
E C
O N
S
ID
E R
E D
T O
B E
P R
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LI
M
IN
A R
Y
IN
N A
TU
R
E A
N D
A R
E
IS
S U
E D
F O
R
IN
FO
R
M A
TI
O
N O
N
LY
S3-3
S E
C
TI
O N
S
W A
R E
H O
U S
E
HQ
GPLA
FO
RN
I
UR
LI
N E E R
E
I
HT
UL
AL
ON
.P
S
N G
A
S
T UCT
TR
TE OF C
I G E R
E
G
D
RE
T S
E
FO
YROGER
PR
I
L AA
Exp. 12/31/10
S
No. S2718
A
S
T.O.MEZZ=+11'-4"
ELEV.=+22'-034/ "
ELEV.=+13'-4"
T.O.ATTIC=+10'-0"
T.O.SLAB=0"
105'-0" 21'-0"
GLB_5-12/ X16-12/
SECTION @ GRID C
SCALE = 1:96
21'-0"
9'-0"
1 2 3
12'-0"
GLB_5-12/ X10-12/
8' -1
4'-6"
21'-0"
DOUBLE WIND
STUD, TYP.
12'-0"
DOUBLE BEARING
STUD, TYP.
GLB_5-12/ X10-12/
S4S_6X6
21'-0"
4 5 6
S4S_6X6
GLB_5-12/ X16-12/
S4S_8X8
21'-0"
21'-0" 42'-0"
4'-5"
1 2 3
SECTION @ GRID D
SCALE = 1:96
T.O.SLAB=0"
T.O.ATTIC=+11'-4"
'-4
8' -1
4'-6" 12'-0"
GLB_5-12/ X10-12/
21'-0"
7' -1
7' -1
3'-2" 14'-10" 3'-2"
S4S_6X6 S4S_6X6
17'-11"
40'-8"
S4S_6X6
CORNER POST, E.S.
4'-01116/ "
B C D E
SECTION @ GRID 3
SCALE = 1:96
T.O.ATTIC=+11'-4"
ELEV.=+13'-4"
T.O.SLAB=0"
ELEV.=+22'-034/ "
S4S_6X6
6" 3'-2"
7' -1
4'-10" 17'-11" 40'-8"
17'-11"
ELEV.=+22'-034/ "
BEARING STUD E.S.
B C D E
SECTION @ GRID 5
SCALE = 1:96
ELEV.=+13'-4"
T.O.ATTIC=+10'-0"
T.O.SLAB=0"
S4S_6X6 HEADER
7' -1
6'-2"
GLB_6-34/ X18
1' -0
6"
2X6
3' -6
2'-9"
S4S_6X6
4'-10" 17'-11"
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
R
ES
T:
D R
A W
IN
G
N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2010 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
G
FI
LE
N
AM
E:
PL
O T
DA
TE
AN
GE
LE
S
NA
TI
ON
AL
F
OR
ES
T
AC
TO
N
RA
NG
ER
S
TA
TI
O
N
MWDL #0817
January 26, 2010
AS SHOWN
D
IS
C
LA
IM
E
R : T
H E
S
TR
U C
TU
R
A L
E N
G
IN
E E
R S
S E
A L
O N
T H
IS
D
R A
W
IN
G
IN
D
IC
A
TE
S T
H A
T
TH
E
IN
FO
R
M A
TI
O
N S
H O
W N
A N
D T
H E
C A
LC
U
LA
TI
O N
S P
E R
TA
IN
IN
G
T O
T H
A T
IN
FO
R M
A
TI
O N
H A
V E
B E
E N
P R
E P
A R
E D
B Y
Q U
A
LI
FI
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D P
E O
P
LE
U N
D E
R T
H E
D
IR
E C
TI
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F
TH
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N G
IN
E
E R
-O F-
R E
C O
R D
TH
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E A
L D
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S N
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IM
P
LY
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P O
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IB
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F
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P R
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A R
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B Y
O
TH
E R
S N
O R
F O
R A
N Y
IN
FO
R M
A
TI
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N O
T S
H O
W N
O N
T H
IS
D
R A
W
IN
G A
N D
S U
C H
R E
S P
O N
S
IB
IL
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IS
S P
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IF
IC
A
LL
Y D
IS
C
LA
IM
E D
O
N P
H A
S E
D P
R O
JE
C
TS
, D
R A
W
IN
G S
T H
A T
A R
E
IS
S U
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B U
T N
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S E
A
LE
D S
H A
LL
B
E C
O N
S
ID
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E D
T O
B E
P R
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LI
M
IN
A R
Y
IN
N A
TU
R
E A
N D
A R
E
IS
S U
E D
F O
R
IN
FO
R
M A
TI
O
N O
N
LY
S4-0
FO
U
N D
A
TI
O N
D E
TA
IL
S
KE
GPLA
FO
RN
I
UR
LI
N E E R
E
I
HT
UL
AL
ON
.P
S
N G
A
S
T UCT
TR
TE OF C
I G E R
E
G
D
RE
T S
E
FO
YROGER
PR
I
L AA
Exp. 12/31/10
S
No. S2718
A
S
6'-10"
#4 STIRRUP @ 1'-0"
BOTTOM - HOOKED EA. END
#4 STIRRUP @ 1'-0"
TOP - HOOKED EA. END
ADDED #5 T& B
HOOKED EA. END
4 #5 LONG. BARS T&B
4 #5 LONG. BARS T&B
10 11
SECTION OF EXTENDED STIRRUPS
SCALE = 1:2413A
SHIFT TOP & BOTTOM BARS
RIGHT OR LEFT TO ACCOMODATE CONDUIT 12" MAX12" MAX
SECTION APPLIES TO CONDUITS 6" DIAMETER OR LESS.
CONDUITS MUST BE SPACED 24" APART WITH VERT REBAR IN BETWEEN
LOCATE ELECTRICAL WALL BOXES
BTWN VERT REBAR OR
PROVIE 34/ " MIN CLR ALL SIDES 8A
1" CONDUIT
34/ " MIN
CLR
34/ " MIN
CLR
318/ "
ELECTRICAL_BOX
5" CONDUIT
ALTERNATIVE SECTION
FOR FOOTING W/ CONDUIT
SCALE = 1:248
#5 REBAR @ 1'-0" O.C. E.W.
TYP WALL REINF
#5 WALL_DOWEL @ 1'-0" O.C.
ALTERNATE HOOK
#4 TIES @ 1'-0"
4 #5 LONG. BARS
4 #5 LONG. BARS
#4 SLAB_DOWEL @ 1'-0" O.C.
#4 @ 1'-0" O.C. E.W.
TYP SOG REINF
8"
3'-0"
1' -6
7"
5"
2'-0"DWL LAP
3' -0
"D W
L
LA
P
TYP FOOTING SECTION
SCALE = 1:247
1014/ " CLR BTWN VERT REBAR
COORD PLACEMENT - CONDUIT SHOULD BE
BETWEEN VERTICAL REBAR SPACED 12" O.C
1014/ "
REBAR SPACING
SCALE = 1:248A
INTERUPT ONE DIRECTION OF TIES
2" FROM FTNG INTERSECTION
PROVIDE ADDITIONAL TIE @ S/2
S /2 2"
EXTEND ONE DIRECTION
OF TIES INTO CORNER
HOOK LONG. BARS T & B
@ FTNG CORNERS, TYP.
STRIP FTNG CORNER
SCALE = 1:2410
INTERUPT TIES OF INTERSECTING FTNGS 2" FROM CONT. FTNG
PROVIDE ADDITIONAL TIE @ S/2
2"
S/2
CONT. FTNG TIES EXTEND THROUGH
INTERSECTION @ TYP SPACING
HOOK LONG. BARS T & B
OF INTERSECTING FTNGS, TYP.
S/2
2"
STRIP FTNG INTERSECTION
SCALE = 1:2411
S /221 16/
S /22"
ADDED #5 T& B
HOOKED EA. END
#4 @ 1'-0"
3 TWO-PIECE STIRRUP
HOOK LONG. BARS T & B
OF INTERSECTING FTNGS, TYP.
13A
STRIP FTNG W/ EXTENDED STIRRUPS
SCALE = 1:2413
HOOK LONG. BARS T & B
EA. END OF FTNG, TYP.
STRIP FTNG END
SCALE = 1:249
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
R
ES
T:
D R
A W
IN
G
N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2010 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
G
FI
LE
N
AM
E:
PL
O T
DA
TE
AN
GE
LE
S
NA
TI
ON
AL
F
OR
ES
T
AC
TO
N
RA
NG
ER
S
TA
TI
O
N
MWDL #0817
January 26, 2010
AS SHOWN
D
IS
C
LA
IM
E
R : T
H E
S
TR
U C
TU
R
A L
E N
G
IN
E E
R S
S E
A L
O N
T H
IS
D
R A
W
IN
G
IN
D
IC
A
TE
S T
H A
T
TH
E
IN
FO
R
M A
TI
O
N S
H O
W N
A N
D T
H E
C A
LC
U
LA
TI
O N
S P
E R
TA
IN
IN
G
T O
T H
A T
IN
FO
R M
A
TI
O N
H A
V E
B E
E N
P R
E P
A R
E D
B Y
Q U
A
LI
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D P
E O
P
LE
U N
D E
R T
H E
D
IR
E C
TI
O
N O
F
TH
E E
N G
IN
E
E R
-O F-
R E
C O
R D
TH
E S
E A
L D
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S N
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IM
P
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P O
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IB
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F
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P R
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A R
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B Y
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S N
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F O
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N Y
IN
FO
R M
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TI
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N O
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H O
W N
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T H
IS
D
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IN
G A
N D
S U
C H
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S P
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S
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C
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, D
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IN
G S
T H
A T
A R
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IS
S U
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B U
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S E
A
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D S
H A
LL
B
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S
ID
E R
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T O
B E
P R
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LI
M
IN
A R
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IN
N A
TU
R
E A
N D
A R
E
IS
S U
E D
F O
R
IN
FO
R
M A
TI
O
N O
N
LY
S4-1
C O
N C
R E
TE
D
E
TA
IL
S
KE
GPLA
FO
RN
I
UR
LI
N E E R
E
I
HT
UL
AL
ON
.P
S
N G
A
S
T UCT
TR
TE OF C
I G E R
E
G
D
RE
T S
E
FO
YROGER
PR
I
L AA
Exp. 12/31/10
S
No. S2718
A
S
8" 4'-
0" 8"8"
1'-4" 4'-
8"
#4 TIE @ 1'-0"
#4 HAIRPIN @ 1'-0"
#8 VERT EA. END
5 #8 VERT E.S.
REINF FOR STRUCTURAL
PIERS @ GRID B
SCALE = 1:127
2'- 0"
2'- 0"
4'- 0"
8"8"
1'-4"
#4 TIE @ 1'-0"
#4 HAIRPIN @ 1'-0"
#6 VERT EA. END
5 #6 VERT E.S.
REINF FOR TRELLIS
PIERS @ GRID A&F
SCALE = 1:128
2'-6"
1A
#5 HOOK BAR
TO MATCH INTERUPTED BARS
E.S.
S E
E E
LE
V
A
TI
O N
SEE ELEVATION
5'-0"
2'-6"
HORZ LAPHORZ LAP
2' -3
V
E R
T.
L
A P
V E
R T.
L A
P
2 #5 DIAGONAL BAR
4 CORNERS OF OPNG
3RD LAYER IN WALL
2 #5 TRIM BAR
T&B OF OPNG
ALIGN W/ HORZ REBAR LAYER
2 #5 TRIM BAR
E.S OF OPNG
ALIGN W/ VERT REBAR LAYER
TYP WALL OPENING REINGFORCEMENT
SCALE = 1:241
#3 HORZ
WITHIN TIE HOOK
#3 TIE @ 1'-6"
1' -6
2' -0
3 4/ " M
IN
C
LR
TY
P
3 4/ " M
IN
C
LR
TY
P
TYP VENEER REINF.
#3 @ 1'-6" E.W.
#3 HORZ
WITHIN 3" OF T.O.W.
2 #5 CHORD BAR
TYP TOP OF 8" WALL
#4 U-BAR @ 1'-0"
TYP TOP OF 8" WALL
TYP WALL REINF.
#5 @ 1'-0" E.W.
TOP OF WALL REINF.
SCALE = 1:122
ALTERNATE STRAIGHT & SLOPED HORZ LEG
TO PROVIDE TYP HORZ BARS @ TIE NOOK
VENEER TIE
#3 @ 1'-6" E.W.
TYP VENEER REINF.
#3 @ 1'-6" E.W.
TYP WALL REINF.
#5 @ 1'-0" E.W.
GAP FOR INSULATION
4" CONCRETE VENEER
8" CONCRETE WALL
8" 4" 4"
TIE REINF FOR CONCRETE VENEER
SCALE = 1:123
TOP OF WALL REINF.
SCALE = 1:125
1" MIN CLR1" MIN CLR
#5 TRIM BAR
MATCH VERT & HORZ LAYER
TYP. VERT BAR
2ND LAYER
TYP. HORZ BAR
1ST LAYER
DIAGONAL BAR
3RD LAYER
#5 HOOK BAR
ENCLOSE TRIM BAR
OPENING SECTION
SCALE = 1:241A
#5 @ 1'-0"
CORNER HORZ
TYP VENEER REINF.
#3 @ 1'-6"
CORNER HORZ
31" MIN31" MIN
" M
IN
" M
IN
4" 4" 8"
#3 CORNER VERT
TYP WALL REINF.
#5 CORNER VERT
TYP. CORNER REINF
SCALE = 1:244
TYP VENEER REINF.
EXTEND ONE VERT INTO TIE HOOK
TYP VENEER REINF.
EXTEND ONE VERT INTO TIE HOOK
1' -6
#3 CORNER TIE @ 1'-0"
WALL END REINF
@ GRID B-11
SCALE = 1:126
HOOK HORZ WITHIN
COLUMN TIES
1' -8
4"
8" 4" 4"
1'-4"
#4 TIE @ 0'-4"
3 #7 REBAR E.S.
COL REINF @
GRID A-3 & A-5
SCALE = 1:129
HOOK HORZ WITHIN
COLUMN TIES
4" 4"
8"
#4 TIE @ 0'-4"
3 #7 REBAR E.S.
1' -4
2" 1'-7"
COL REINF
NEAR GRID B-2
SCALE = 1:1210
HOOK BOTTOM OF TYP VERT
EXTEND INTO CONC HEARDER
TYP WAL REINF
2 #7 REBAR
HOOKED EA. END
INTO CONC COL & WALL
8"
8" 1'-4"
2'-0"
A
GLB_5-18/ X10-12/
CONC HEADER @ GRID A
SCALE = 1:1211
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
R
ES
T:
D R
A W
IN
G
N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2010 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
G
FI
LE
N
AM
E:
PL
O T
DA
TE
AN
GE
LE
S
NA
TI
ON
AL
F
OR
ES
T
AC
TO
N
RA
NG
ER
S
TA
TI
O
N
MWDL #0817
January 26, 2010
AS SHOWN
D
IS
C
LA
IM
E
R : T
H E
S
TR
U C
TU
R
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T H
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D
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D S
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ID
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IN
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IN
N A
TU
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N
LY
S4-2
E M
B E
D T
Y P
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D
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TA
IL
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GPLA
FO
RN
I
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N E E R
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I
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UL
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ON
.P
S
N G
A
S
T UCT
TR
TE OF C
I G E R
E
G
D
RE
T S
E
FO
YROGER
PR
I
L AA
Exp. 12/31/10
S
No. S2718
A
S
8"
2/ " TY
P.
TY
P.8"
GALVANIZED
4 - 12/ " x 4" STUD
PL14/ X8
TYPE A:
SIMPSON AP88 EMBED
SCALE = 1:121
2' -6
TY
P . A
B O
V E
B
E
LO
W
TY
P . A
B O
V E
B
E
LO
W
#4 X 6'-0" THROUGH
REBAR HOOPS
PL38/ X12 x 1'-6"
#6_REBAR_HOOP
14/ " BUCKET
3C
3B
1' -2
8" 4"
4" 6"
2 34/ " A325N
TYPE C:
LARGE GLULAM BEAM
SCALE = 1:123
1'-0"
338/ " 514/ " 338/ "
1' -6
3" 1'
-0
3"
PLAN
SCALE = 1:123B
PL38/ X18
EA. LEDGER BOLTED TO EMBED @ 2 POINTS MIN.
2'-0" MAXIMUM CANTILEVER
34/ " STUD
MAX 4'-0" O.C.
3X12 LEDGER, TYP.
TYPE B:
TYP. LEDGER EMBED
SCALE = 1:122
#4 X 6'-0"
3" 3"
6"
6"
PLAN
SCALE = 1:123C
12@212/ "
B
34 /
12 /
2'-1112/ "
234/ " 4X6 VERT
4X12
FLAT
13 58/ " LAG SCREW
CONSTRUCTION
CLEARANCE PROVIDED
SHIM AS REQD.
5 #8 U-BAR @ T.O. PIER
8 34/ " A307
2 ROWS OF 4
EMBEDDED INTO CONCRETE
DIAPHRAGM CONN TO CONC PIERS
SCALE = 1:129
1'-0"
338/ " 514/ " 338/ "
3' -0
6"
1' -0
1'
-0
6"
DETAIL
SCALE = 1:124
PL38/ X12 x 3'-0"
3 #6_REBAR_HOOP
HSS6X4X38/
HSS6X4X14/
A
TRELLIS CONN TO CONC PIERS
SCALE = 1:124
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
R
ES
T:
D R
A W
IN
G
N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2010 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
G
FI
LE
N
AM
E:
PL
O T
DA
TE
AN
GE
LE
S
NA
TI
ON
AL
F
OR
ES
T
AC
TO
N
RA
NG
ER
S
TA
TI
O
N
MWDL #0817
January 26, 2010
AS SHOWN
D
IS
C
LA
IM
E
R : T
H E
S
TR
U C
TU
R
A L
E N
G
IN
E E
R S
S E
A L
O N
T H
IS
D
R A
W
IN
G
IN
D
IC
A
TE
S T
H A
T
TH
E
IN
FO
R
M A
TI
O
N S
H O
W N
A N
D T
H E
C A
LC
U
LA
TI
O N
S P
E R
TA
IN
IN
G
T O
T H
A T
IN
FO
R M
A
TI
O N
H A
V E
B E
E N
P R
E P
A R
E D
B Y
Q U
A
LI
FI
E
D P
E O
P
LE
U N
D E
R T
H E
D
IR
E C
TI
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N O
F
TH
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N G
IN
E
E R
-O F-
R E
C O
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TH
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S N
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IM
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IN
FO
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T H
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D
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IN
G A
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C
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, D
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A R
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S U
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D S
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B
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A R
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IN
N A
TU
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N D
A R
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IS
S U
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F O
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FO
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M A
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S5-2
S
TE
E L
D E
TA
IL
S
KE
GPLA
FO
RN
I
UR
LI
N E E R
E
I
HT
UL
AL
ON
.P
S
N G
A
S
T UCT
TR
TE OF C
I G E R
E
G
D
RE
T S
E
FO
YROGER
PR
I
L AA
Exp. 12/31/10
S
No. S2718
A
S
14/ " PLATE 14/ " PLATE
12/ " PLATE
34/ " PLATE
BUCKET 33
12/ " PLATE
14/ " PLATE
14/ " PLATE
BUCKET 11
1 4/ "
4/ "
3" 5"
612/ " 8"
2" 4" 2"
7B
ELEVATION
SCALE = 1:121A
2" 4" 2"
1 4/ "
3 8/
7A
4/ "
3" 5"
8" 612/ " 8"
ELEVATION
SCALE = 1:122A
1' -8
14/ 134/ "
10"
2/ "
4"
358/ " 3" 338/ "
ELEVATION
SCALE = 1:122B
1' -1
16/
14/ 312/ "
412/ " 3" 212/ "
16/
8"
2' -0
ELEVATION
SCALE = 1:121B
14/ " PLATE
12/ " PLATE
34/ " PLATE
14/ " PLATE
BUCKET 22
14/ 312/ "
412/ " 3" 212/ "
1' -2
3 4/ "
4/ "
8"
2' -0
ELEVATION
SCALE = 1:123B
312/ " 3" 312/ "
16/
4"
5 16/
" 10"
1 2/ "
5B
ELEVATION
SCALE = 1:125A
612/ " 8"
2" 4" 2"
1 4/ "
4/ "
3" 5"
4B
ELEVATION
SCALE = 1:124A
612/ " 8"
2" 4" 2"
4/ "
3" 5"
1 4/ "
7C
ELEVATION
SCALE = 1:123A
2" 4"
2/ "
2/ "
2"
8"
6B H
S S
4X 4X
1 4/
ELEVATION
SCALE = 1:126A
14/ 312/ "
5" 3" 2"
3 16/
1' -8
4/ "
4"
ELEVATION
SCALE = 1:124B
734/ "
ELEVATION
SCALE = 1:125B
14/ 312/ " 14/
ELEVATION
SCALE = 1:126B
14/ " PLATE
12/ " PLATE
34/ " PLATE
14/ " PLATE
BUCKET 44
34/ " PLATE12/ " PLATE
BUCKET 55
HSS4X4X14/
14/ " PLATE
BUCKET 66
NOTE: CANOPY IS INTENDED TO BE
A 4'-0"x6'-0" SHOP FABRICATED
ASSEMBLY.
T/STL=9'-1"
@ WALL
14/ :12 SLOPE,
ARCH. VERIFY
CONCRETE WALL
12/ " TEMPERED
STRUCTURAL GLASS
7B
7A
12/ 2'-912/ " 3'-112/ " 12/
5'-11"
3' -8
L6X4X516/ T/STL= 9'-0"
L7 X
4X 3 8/
L7 X
4X 3 8/
L7 X
4X 3 8/
CANOPY PLAN
SCALE = 1:167
9"(H)x8"(W)x14/ "
EMBED PLATE, TYP.
PL12/ X5 X8
L7X4X38/ (LLV)
316/
316/ TYP
316/ 316/
TYP
9"
END PLATE DETAIL
SCALE = 1:87C
L7X4X38/ ,TYP.
7A
14/
TYP
14/ 14/
TYP
12/ 2'-912/ " 3'-112/ " 12/
L6X4X516/ T/STL= 9'-0"
CANOPY SECTION
SCALE = 1:167B
9"(H)x8"(W)x14/ "
EMBED PLATE, TYP.
L7X4X38/ (LLV) TAPERED, TYP.
L6X4X516/ (LLV)
CONCRETE WALL
ROOF JOIST,
SEE PLAN
T/STL=+9'-1"
E
7C
3'-8"
CANOPY SECTION
SCALE = 1:167A
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
R
ES
T:
D R
A W
IN
G
N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2010 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
G
FI
LE
N
AM
E:
PL
O T
DA
TE
AN
GE
LE
S
NA
TI
ON
AL
F
OR
ES
T
AC
TO
N
RA
NG
ER
S
TA
TI
O
N
MWDL #0817
January 26, 2010
AS SHOWN
D
IS
C
LA
IM
E
R : T
H E
S
TR
U C
TU
R
A L
E N
G
IN
E E
R S
S E
A L
O N
T H
IS
D
R A
W
IN
G
IN
D
IC
A
TE
S T
H A
T
TH
E
IN
FO
R
M A
TI
O
N S
H O
W N
A N
D T
H E
C A
LC
U
LA
TI
O N
S P
E R
TA
IN
IN
G
T O
T H
A T
IN
FO
R M
A
TI
O N
H A
V E
B E
E N
P R
E P
A R
E D
B Y
Q U
A
LI
FI
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D P
E O
P
LE
U N
D E
R T
H E
D
IR
E C
TI
O
N O
F
TH
E E
N G
IN
E
E R
-O F-
R E
C O
R D
TH
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E A
L D
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S N
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IM
P
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FO
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T H
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C
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, D
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IN
G S
T H
A T
A R
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S U
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B U
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D S
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B
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T O
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N A
TU
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N D
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S U
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F O
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IN
FO
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N O
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LY
S6-0
Tr us s an d R oo f D et ai ls
KE
GPLA
FO
RN
I
UR
LI
N E E R
E
I
HT
UL
AL
ON
.P
S
N G
A
S
T UCT
TR
TE OF C
I G E R
E
G
D
RE
T S
E
FO
YROGER
PR
I
L AA
Exp. 12/31/10
S
No. S2718
A
S
2" 2"
1" CABLE
3" 3"
4"
12/ 5" 12/
GLB_5 12/ X15
2'- 8"
2" 6"
2" 1'-
2/ "
1 2/
LO
G
"D
IA
KING POST ELEV
SCALE = 1:124
3"
4" 1'-
2/ "
2" 6"
2/ "
1'- 3"
4"
3" 3"
(2) 1"DIA. THROUGH BOLTS
1" CABLE
212/ " 12/ 212/ "
3" 3"
B
PL4 X12/
KNIFE PLATE
GLB_5 12/ X15
SLOTTED FOR PLATE
LO
G
"D
IA
(2) 1"DIA. THROUGH BOLTS
KING POST SECTION
SCALE = 1:123
SEE S5-2 FOR BUCKET SIZES AND DIMENSIONS
6 12/ " SIP_PANEL
1" CABLE
DRILL GLB
CUT GLB PERP TO ROD
(2) 2X12 BACK TO BACK
BEVELED TOP
B
BUCKET CONDITION
SCALE = 1:122
17'-0"
8'-11 4/ "
KING POST TRUSS ELEVELEVATION
SCALE = 1:241
14'-11"
3'-21 4/ "
5'-61 4/ "
6'-11 4/ "
S6-0
(2) 3X10 x 11'-0"
BACK TO BACK
5'-11 4/ "
5'-103 4/ "
CB
8'-101 2/ "
S6-0
1" CABLE
DRILL GLB E.S.
GLB_5 12/ X15
SLOT FOR 12/ "x4" PLATE
(2) 3X10 x 11'-0"
BACK TO BACK
6'-93 4/ "
4'-21 4/ "
D
STEEL DETAIL NOTES:
1) FOR BOLTED CONNECTIONS - THREADS MUST EXTEND PAST NUT
ALLOWED TO CUT TAIL AND TACK WELD AFTER STRESSING.
4'-6"
4'-1"
GLB_5 12/ X15
(2) 3X10 BACK TO BACK
1" ROD
HSS4X4X14/
3X10 4'-0" O.C.
D
1' -3
3 8/ "
SECTION THROUGH GRID D
SCALE = 1:129
& 3X6 W/
CURB FOR ARCH
2X6
BEVELED BOTTOM
(2) 2X12 BACK TO BACK
BEVELED TOP
6 12/ " SIP_PANEL
PL1 X3 x 1'-5"
ELEV+11'-0"
1' -0
16/
ELEV+17'-8"
6 12/ " SIP_PANEL
C
DETAIL
SCALE = 1:128
4 - SIMPSON HTT16
PROVIDE 3' LENGTH OF CMST12
OVER 3X10 BACK TO BACK SPLICE
@ KING POST TRUSSES
CMST12 x 113'-3"
CONT
CMST12 x 53'-3"
FROM GRID EAST
C
DETAIL
SCALE = 1:127
DETAIL SIP 102d FROM ESR-2233
8d NAILS 6" 0.C.
BOTH SIDES OF PANEL JOINT, T & B.
8d NAILS 6" 0.C.
BOTH SIDES OF PANEL JOINT, T & B.
DOUBLE 2x SPLINE CONN
SCALE = 1:1210
5"
SINGLE OR DOUBLE SPLINE CONN.
SIM TO DETAIL__
W/ 8d NAILS 6" O.C. T&B
2X8
2X6 SPLINE REQD
@ CENTER OF 1' PANEL
58/ " LAG SCREWS
MUST EMBED 5" INTO 2X8 BELOW
SEE DETAIL 9 ON S4-2
1'-0" SIP W/ CENTER SPLINE
OVER CONC PIERS
SCALE = 1:1211
3X12
58/ " LAG SCREWS 6" O.C.
MUST EMBED 5" INTO LEDGE
5"
DIAPHRAGM CONN TO
LEDGER BEAMS
SCALE = 1:1212
DRAWING
CHECKED BY
DATE
CHECKED BY
A/E
DRAWN BY
DESIGNED BY
PROJECT NUMBER
N A
M E:
PR
O
JE
C
T
FO
R
ES
T:
D R
A W
IN
G
N A
M E:
PACIFIC
REGION
SOUTHWEST
R5
NO. DATE REVISIONS
SERVICE
STSERO
D
F CIVRE
E
E
FOTNEMT
R
A P
E R U
TLUCIRGA
U S D A
FOREST
2010 Gregory P. Luth & Associates, Inc.C
DR
AW
IN
G
FI
LE
N
AM
E:
PL
O T
DA
TE
AN
GE
LE
S
NA
TI
ON
AL
F
OR
ES
T
AC
TO
N
RA
NG
ER
S
TA
TI
O
N
MWDL #0817
January 26, 2010
AS SHOWN
D
IS
C
LA
IM
E
R : T
H E
S
TR
U C
TU
R
A L
E N
G
IN
E E
R S
S E
A L
O N
T H
IS
D
R A
W
IN
G
IN
D
IC
A
TE
S T
H A
T
TH
E
IN
FO
R
M A
TI
O
N S
H O
W N
A N
D T
H E
C A
LC
U
LA
TI
O N
S P
E R
TA
IN
IN
G
T O
T H
A T
IN
FO
R M
A
TI
O N
H A
V E
B E
E N
P R
E P
A R
E D
B Y
Q U
A
LI
FI
E
D P
E O
P
LE
U N
D E
R T
H E
D
IR
E C
TI
O
N O
F
TH
E E
N G
IN
E
E R
-O F-
R E
C O
R D
TH
E S
E A
L D
O E
S N
O T
IM
P
LY
R
E S
P O
N S
IB
IL
IT
Y
F
R M
A
TI
O N
P R
E P
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