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GENERAL NOTES, LEGEND & SHEET INDEX
FOUNDATION PLAN, FRAMING PLAN & DETAILS
S1.1
S2.1
P.A.F.POWDER ACTUATED FASTENER
STEEL WIDE FLANGE COLUMN
MOMENT CONNECTION
STEEL PIPE COLUMN
EDGE OF PLYWOOD SHEATHING
BEAM FRAMING MEMBER
RAILROAD TIE BEARING WALL BELOW
OVERFRAME AREA
FLOOR ELEVATION TRANSITION
( )
T.O.S.
TOP OF STEEL ELEV
TOP OF SLAB ELEVATION
TOP OF TIMBER (WALL PLATES OR BEAM NAILER)[ ]
TUBE STEEL COLUMN - HSS 4X4X1/4 U.N.O.
STEEL BUCKET FOR TIMBER BEAM
HANGER FOR TIMBER MEMBER
TOP OF FOOTING ELEVATIONT.O.F.
TOP OF WALL ELEVATIONT.O.W.
TOP OF PLYWOOD ELEVATIONT.O. PLY.
SHEAR PANELING BELOW
UP(U)
DOWN(D)
THROUGH(T)
(E)EXISTING
(N)NEW
U.N.O.UNLESS NOTED OTHERWISE
RAILROAD TIE BEARING WALL ABOVE
UNDERFRAME AREA
TOP OF WALL STEP UP
C.J.CONTROL JOINT
CRIPPLE POST WITHIN FRAMING LEVEL (3) - 2x6 U.N.O.
V.I.F.VERIFY IN FIELD
ADHESIVEADH.
FACE OF STUDF.O.S.
ABOVEABV.
CLEARCLR.
STEEL FRAMING MEMBER
STEEL TO STEEL SHEAR CONNECTION
BOTTOM OF GRADE BEAM STEP UP
BUILT-UP POST DOWN PER PLAN.
WOOD POST PER PLAN.
BUIL
T
-
U
P
MULTIPLE STUD PACK OR BUILT-UP POST UP AND
DOWN (SEE ABOVE)
REINFORCINGREINF.
FOOTINGFTG.
BOTTOMBOT.
HORIZONTALHORIZ.
VERTICALVERT.
CONTINUOUSCONT.
AND SHEAR WALL DESIGNATION - SEE SCHEDULE
DO.DITTO (Repeat above line or adjacent line)
STD.STANDARD
FOOTING STEP DOWN
PLY.PLYWOOD
SHEAR PANELING ABOVE
SHTG.SHEATHING
BUILT-UP POST OR MULTIPLE STUD PACK UP
(SEE ABOVE) -
SCALE: = 1'-0"
TYPICAL BRACE
CONNECTION @ WALL DETAIL 1
S1.11"
LVL plank
per plan
Edge of railroad
tie below
Flat horizontal
brace per plan
Edge of railroad
tie below
Refer to 4/S2.1
for balance of
information
3"Typ.
2 1/2"
Eq.
Eq.
2 1/2"2 1/2"
Eq.
Eq.
2 1/2"
Eq.Eq.
(6) 6" Timberlok
screws each
connection
TIMBER PRODUCTS
1.Laminated Veneer Lumber (LVL) shall be treated and exposure rated for exterior use. LVLs shall be Microllam
1.9E with flexural stress Fb = 2,600 psi or approved equal. When multiple LVL's are called out, use typical nailing
and bolting as follows unless noted otherwise: 2 LVL's use 2 rows of 16d sinkers @ 12" O.C.; 3 LVL's use 3 rows
of 16d sinkers @ 12" O.C.; 4 LVL's use ½" Dia through bolts 2 rows @ 24" O.C. staggered.
2.Sawn lumber shall be pressure treated for decay and shall be Doug Fir #2 (DF#2) or better. Screws shall be
Timberlok or LogHog as indicated per plan or equal with prior approval of the Engineer. Screws shall be hot-dip
galvanized per ASTM A15. Bolts shall be hot dip galvanized per ASTM A153 class D up to 3/8" diameter, class C
for greater than 3/8", or stainless steel. Hangers shall be ASTM A653 type G185 zinc coated galvanized steel or
hot dip galvanized per ASTM A123.
3.Steel connectors shall be manufactured by Simpson Company or approved equal. Unless noted otherwise,
hangers to join rafters, joists or beams at flush conditions shall be U or HU designation of the full dimension of the
framing member.
4.If lag bolts are used as an alternative to screws where permitted per plan, lag bolts shall be lead drilled for
threads per NDS standards and clearance drilled for the unthreaded shank portion.
FOUNDATIONS
1.The structure has been designed to bear on a compacted base course using the values stated under the "General"
section opposite based on the subsurface study by Kumar & Associates, Inc. dated April 29, 2024 (job number
24-7-258) All construction shall be in conformance with the recommendations of the soils report.
2.Remove any existing topsoil, fill and any loose and disturbed soils at the railroad tie wall bearing level. All railroad tie
walls shall be placed on a compacted base course per the Geotechnical Engineer's recommendations.
3.Reinforcing steel shall be high strength deformed bars in compliance with ASTM A-615. Yield strength (Fy) shall be
60 ksi.
GENERAL NOTES
LEGEND AND
SHEET INDEX
AS NOTED
05/07/24 Permit & Constr. Set
05/07/24
S1.1
These documents are intended
for the exclusive use of the
project specified below. The
use of these documents for any
other purpose is not authorized.
Written authorization from
Glenwood Structural and Civil
must be obtained for any other
use. This document is to be
used within one year of the date
of preparation. Use after that
period is not authorized.
Date Description
Scale:
Job Number
Engineer
Date
24721
AG
STRUCTURAL & CIVIL, INC.
E N G I N E E R S I C O N S T R U C T O R S
G L E N W O O D
812 Pitkin Avenue, Glenwood Springs CO 81601
gsc@sopris.net I 970-928-0135
GLENWOOD
SPRINGS POLICE
SHOOT HOUSE
GLENWOOD
SPRINGS
Drafter/Designer
KK/WG,AG
GENERAL
1.DESIGN CRITERIA:
a.Code: 2015 IBC
b.ASCE 7 Building Occupancy Risk Category II
c.Catwalk Live Loads 40 psf or Ground Snow Load Pg = 57 psf
d.Seismic Design Category "C", Site Class "D", Basic Seismic Force Resisting System per ASCE 7 Table 12.2-1 is
similar to type A-15; Ie = 1.0; Ss = 0.328g, S1 = 0.082g, Sds = 0.336g, Sd1 = 0.132g, R = 6.5, Cs = 0.057, V = 6k
Designed by equivalent lateral force procedure (Section 12.8).
e.Wind Ultimate Design Speed (3-second gust) Vult = 115 mph (Vasd =90 mph), Exposure B, GCpi = 0.18
f.Allowable soil bearing 1,500 psf
2.Work shall be performed in accordance with regulations of all agencies having jurisdiction, including, but not limited
to: Federal, State, County, and OSHA standards.
3.Dimensional information provided is only for general reference for interpretation of the structural design.
Dimensional information is not intended to be relied upon for construction or fabrication. The Contractor shall
independently arrive at all horizontal and vertical dimensioning, coordinate all dimensions with those provided
among these documents and with the Architectural, verify all field conditions and site grades, and communicate any
significant discrepancies to the Engineer. Any discrepancies encountered that may affect the work shall be
communicated to the Engineer at the earliest prior to proceeding with any work that may be affected.
4.The Contractor is responsible for all bracing and shoring for vertical/wind/seismic/soil retention loads, shoring and
protection of adjacent property, temporary construction, and means that may be required to carry out the work safely
and appropriately. Field observations by the Engineer shall not encompass these considerations.
5.Where discrepancies may be encountered in the construction documents, the more stringent requirement shall
govern unless otherwise clarified by the Engineer.
6.Special lnspections are not required due to work of minor nature or as warranted by conditions in the jursdiction per
IBC Section 1704.2 pending approval from the Building Official.
7.Engineer's acceptance must be secured in advance for all structural deviations or substitutions.
8.These documents are intended for the exclusive use of this project. The use of these documents for any other
purpose is not authorized. Written authorization from Glenwood Structural and Civil, Inc. must be obtained for any
other use. This document is to be used within one year of the date of preparation. Use after that period is not
authorized.
60'-0"
30
'
-
0
"
54'-2 1/2"
22
'
-
0
"
8'
-
0
"
13
'
-
6
"
3'
-
0
"
11
'
-
8
1
/
2
"
10
'
-
2
1
/
2
"
10
'
-
2
1
/
2
"
10
'
-
2
1
/
2
"
10
'
-
2
1
/
2
"
10
'
-
2
1
/
2
"
10
'
-
2
1
/
2
"
6'
-
0
"
11'-6 1/8"
1'-9 1/2"
11'-0"
1'-9 1/2"
14'-5 7/8"
1'-9 1/2"
8'-3"
1'-9 1/2"1'-9 1/2"
1'-9 1/2"
4'-0"
1'-9 1/2"
7'-7 1/2"
1'-9 1/2"
7'-7 1/2"
1'-9 1/2"
15'-0"
1'-9 1/2"
15'-0"
1'-9 1/2"
SCALE: 1/4" = 1'-0"
0'2'8'4'1
S2.1
16'
1
1
1 3/4" X 14" TREATED
LVL LAID FLAT TYP.
BREAK LVL SPANS AT
LOCATIONS SHOWN IN
PLAN.
PROVIDE (6) 4" TIMBERLOCK SCREWS INTO
RAILROAD TIES VERTICALLY AT LVL BREAKS TYP.
((3) SCREWS AT EACH RAILROAD TIE TYP.)
PROVIDE (6) 4" TIMBERLOCK SCREWS INTO
RAILROAD TIES VERTICALLY AT LVL BREAKS TYP.
((3) SCREWS AT EACH RAILROAD TIE TYP.)
LVL BREAK LOCATION
PROVIDE (6) 4"
TIMBERLOCK SCREWS
INTO RAILROAD TIES
VERTICALLY AT LVL
BREAKS TYP.
((3) SCREWS AT EACH
RAILROAD TIE TYP.)
LVL BREAK LOCATION
LVL BREAK LOCATION LVL BREAK LOCATIONLVL BREAK LOCATION
PROVIDE TREATED 2X8 FLAT
HORIZONTAL BRACES DF#2 OR
BETTER AT TOPS OF WALLS
TYP OF (11).
3 1/2"X3 1/2" TREATED LUMBER
VERTICAL SUPPORTS/SPACERS AT A
MAXIMUM OF EVERY 48", AT ALL
CORNERS AND ALL END CAPS OF
WALLS.
(2) 11 7/8" TREATED LVL SINGLE
SPAN CATWALK BEAM TYP OF
(10). FASTEN LVL PLIES
TOGETHER W/(2) ROWS 16D
SINKERS @ 12" O.C
T.O. LVL'S SHALL BE FLUSH WITH
T.O. RAIL ROAD TIE WALL TYP.
LVL BREAK LOCATIONLVL BREAK LOCATION
HUCQ412-SDS HANGER
GALVANIZED TYP.6"
T
Y
P
.
3'
-
0
"
1 3/4" X 14" TREATED LVL LAID
FLAT TYP. AT INTERIOR WALLS.
DO NOT BREAK SPANS.
STEEL LADDER TO MEET
OSHA REQUIREMENTS
BY CITY.
1'-9 1/2"TYP.
SCALE: 1/4" = 1'-0"
0'2'8'4'2
S2.1
16'
5
S2.1
4
S2.1
4
S2.1
10
'
-
0
"
T
Y
P
.
1
S1.1
TYP.
OF (22)
Start fasteners 12" from
end of railroad ties Typ.
1'-0"
1'-6"MIN.
LAP
Refer to wall cross-section detail
for balance of information
SCALE: = 1'-0"
WALL ELEVATION DETAIL 3
S2.11/2"
3 1/2" Open area between
railroad tie walls to be
filled with granular
material.
Standard railroad ties
7" tall, 9" wide by 8'-0" to 8'-6"
in length. Railroad ties
to overlap by a minimum of 18"
length per stacked layer of wall.
8'
-
2
"
11" Loghog screws @ 15"O.C. to be
installed vertically between all courses
of ties over the entire length of wall.
Alternatively, provide 1/2" diameter
lags @ 15" o.c. w/ 4" min penetration
into the next course.
Note: Fastener pattern shall extend
down to the base tie course - not
shown for clarity.
Horizontal brace where
occurring per plan
3/4"Ø X 24" Long GR. 36
Threaded rods w/std washers @
top and bottom of wall and @
3'-0"O.C. maximum vertically.
Horizontal spacing of bolts along
length of wall shall be 48"O.C.
maximum staggered.
LVL per plan w/ 4"
Timberlok screws @ 12"
O.C. full length of LVL
@ both top of wall
courses
#6 Rebar @ 48"O.C.
maximum w/ 12" min
penetration into gravel
Remove any existing topsoil, fill
and any loose and disturbed soils
at bearing level. Place railroad ties
on compacted base course per
Geotechnical engineer's
recommendations.
1'
-
0
"
Mi
n
.
Re: plan for
dimensions
SCALE: = 1'-0"
WALL CROSS SECTION DETAIL 4
S2.11/2"
At exterior walls slope grade
away Typ.
2
1
3'-0" center to
center of LVL's
Pair 3/4" A307 thru-bolts
w/ Std. washers
Treated LVL's
per plan
3"
3"
Industrial bar or plank
grating by McNichols
or equivalent fastened
to LVL's per
manufacturer's
recommendations
HSS 2x2x1/4 Guardrail
post & top bar min. size.
Provide guard rail posts
@ 6'-0"O.C. max spacing
along full length of
catwalk. Guardrails &
posts shall be galvanized
or painted w/ exterior
rated product.3'
-
6
"
SCALE: = 1'-0"
CATWALK DETAIL 5
S2.11"
Per Plan
T.O.Railroad Ties
Full depth treated
LVL blocking @
48"O.C.
These documents are intended
for the exclusive use of the
project specified below. The
use of these documents for any
other purpose is not authorized.
Written authorization from
Glenwood Structural and Civil
must be obtained for any other
use. This document is to be
used within one year of the date
of preparation. Use after that
period is not authorized.
Date Description
Scale:
Job Number
Engineer
Date
24721
AG
STRUCTURAL & CIVIL, INC.
E N G I N E E R S I C O N S T R U C T O R S
G L E N W O O D
812 Pitkin Avenue, Glenwood Springs CO 81601
gsc@sopris.net I 970-928-0135
GLENWOOD
SPRINGS POLICE
SHOOT HOUSE
GLENWOOD
SPRINGS
Drafter/Designer
KK/WG,AG
FOUNDATION
PLAN
AS NOTED
05/07/24 Permit & Constr. Set
05/07/24
S2.1