HomeMy WebLinkAboutPlansGENERAL NOTES
GENERAL
1. Design Criteria: /
a. Code: 201518CV
b. ASCE 7 Building Occupancy Category 11
c. Design Roof Snow Load Pf=60 psf
d. Seismic Design Category "C", Site Class "D"
e. 3 Second Gust Wind Speed115 mph, Exposure B
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 for reference and check purposes only. The Contractor shall coordinate all
dimensions among these documents and verify all field conditions. 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. The Contractor shall coordinate all soils/meterials testing and special inspections including concrete compressive
strength and structural steel bolting and welding.
7. Engineer's acceptance must be secured in advance for all structural deviations or substitutions.
8 These documents are intended to complement the Architectural documents and shall not be used independently thereof.
9. 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.
LOCATION MAP
CONCRETE
1. Any verification of existing conditions required on the drawings is to be performed at the start of construction. The
Engineer shall be notified of confirmation of the required verification items or discrepancies therein in a timely fashion in
order that the modifications may be made appropriately.
2. Concrete compressive strength (Fc) shall be 5,000 psi at 28 days. Aggregate shall conform to the requirements of ASTM
C-33. Maximum fly ash content in cementitious material shall be 20%. Maximum slump at the truck discharge point shall be
6". Air content shall be in accordance with local industry standard practice. Waterproofing maybe achieved with Hycrete
W502 admixture or pre -approved equal. Novomesh 950 maybe used for additional shrinkage protection and shall be
applied at a minimum rate of 5lbs. per cubic yard or additional as pre -approved.
3. Adhesive anchors shall be Hilti HY150, Simpson Set XP, Ramset/Red Head Epcon A7, or Power Fast. These shall be of
the depth indicated and shall be installed in accordance with the manufacturer specifications.
4. Expansion Anchors shall be Hilti Kwik Bolt 11, Simpson Wedge -All, Ramset/Red Head Trubolt, or Power Stud. These shall
be of the depth indicated and shall be installed in accordance with the manufacturer specifications. Special Inspection shall
be provided where specifically noted on the drawings.
5. Reinforcing steel shall be high strength deformed bars in compliance with ASTM A-615. Yield strength (Fy) shall be 60
ksi.
6. Submit fabrication drawings for footing and wall reinforcement prior to fabrication. Steel shall be detailed and installed in
accordance with the latest editions of ACI 318 and the ACI Detailing Manual.
7. Unless noted otherwise, clear distance to reinforcement for placement against earth shall be 3" and clear distance to
reinforcement for placement against forms shall be 2" for bars #6 and greater and 1-1/2" for bars #5 and smaller.
8. Splices in reinforcement shall not be made unless otherwise detailed herein or previously approved on the fabrication
drawings. Unless noted otherwise or prohibited, lap length of reinforcement steel shall be 32 db (bar diameters). Continuous
reinforcement in beams and walls shall be spliced at midspan for top bars and over supports for bottom bars.
9. Provide a minimum of 245 bars at all jambs, heads, and sills of openings as well as all top and bottom of walls, top of
wall steps, top of grade beam stems, bottom of wall steps and bottom of grade beam steps.
10. All exposed concrete edges shall have a minimum of 3/4" chamfer or 1/2" tooled round unless noted otherwise
11. Reference Architectural drawings for non-structural concrete.
SOLVAY
PUMPHOUSE
ENCANA
GATE HOUSE
t
90
0
M
M CR 215
BATTLEMENT
PARACHUTE MESA
LEGEND
T.O.S.
TOP OF SLAB ELEVATION
T.O.F.
TOP OF FOOTING ELEVATION
T.O.W.
TOP OF WALL ELEVATION
U.N.O.
UNLESS NOTED OTHERWISE
C.J.
CONTROL JOINT
CLR.
CLEAR
ABV.
ABOVE
(E)
EXISTING
(N)
NEW
V.I.F.
VERIFY IN FIELD
ADH.
ADHESIVE
SHEET INDEX
S1 GENERAL NOTES, LOCATION, LEGEND, INDEX, DETAILS
S2 PLANS & ELEVATIONS
SITE MAP
AE
SIf',IECT TO NOTED
EXCEPT;ONS & INSPECTIONS
GAr, FIE LD COLiNil i y
BU!'"N'UEPA, N
DATEI 1
FIELD COPY
NO INSPECTION WITHOUT
THESE PLANS ON SITE
Page Of
Roof slope
`--Re: plan
Long Direction (Upper)
Reinf. per plan
Short Direction (Lower)
Reinf. per plan
Roof slab, see plan
I OL 108'-0
T. 0. (E) WALL
�1 1/2"
#5 dowels @ 24" O. C. into (E)
CMU wall w/ Simpson SET
Adhesive embedded 5" MIN.
Bend dowels to provide 12" MIN
horiz. leg over wall. Do not bend
in direction perpendicular to wall,
8" CMU wall
HIGH END
SLAB TO WALL CONNECTION 1
SCALE: 1'=1'.0' S1
(N) Roof slab, see
Provide cont. notch in bottom of slab -
10 T-4
lab107'-4 JN
T.O. (E) WALL
#5 dowels @ 24" O. C.
See Detail 1/S1
(E) 8" CMU wall
Roof slope
`Re: plan
Long Direction (Upper)
Reinif per plan
Short Direction (Lower)
Reint per plan
_ _ LOW END
(N) Roof slab, see
107'-4
T.O. (E) WALL
#5 dowels @ 24" O.C._
See Detail 1/S1
(E) 8" CMU wall
SCALE: 1"= 1'-0"
Short Direction (Lower)
Reinf. per plan
Long Direction (Upper)
Reinf per plan
_SIDE WALL
MC12x10.6 (or equiv.) w/ 112"x 4"
H.A.S. @ 16"
Sealant, by others
Waterstop, by others
Add'I reinf., per plan
Terminate reinf at opening w/std
hook, TYP.
Concrete roof slab, per plan
SCALE: 1"= V-0"
OL
Prefab roof hatch, by
others
SCALE: 1"= 1'-0"
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.
KUERSTEN
CONSTRUCTION
SOLVAY
PUMP STATION #2
GARFIELD CO.
COLORADO
GENERAL NOTES
LOCATION, INDEX
LEGEND &
DETAILS
Scale:
AS NOTED
Date Description
10/4/16 Permit/Construction
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81 2 Pitkin Avenue
Glenwood 5pring5, CO
(970) 928-0135
Fax 928-9804
Job Number
16500
Designer/Drafter
AG/KK
Engineer
AG
Date
10/4/16
S1
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(N) CAST -IN-PLACE CONCRETE
ROOF SLAB
(E) CMU WALLS
(E) CAST -IN-PLACE
STEM WALL & FOOTING
4 SOUTH ELEVATION
S2
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I I (E) 8" CMU WALL I
97'-4
SOLID GROUTED I
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(E) T.O. STEM WALL i I (E) SLAB -ON -GRADE I I
(E) 10" WIDE STEM WALL ELEV. 100'-0 I I I
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97'4 t I 1 I
(E) T.O.F. I I I
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21 EXISTING FOUNDATION
S2 I SCALE: 1/2"= 1'-0"
PLAN
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(N) CAST -IN-PLACE CONCRETE
ROOF SLAB
(E) CMU WALLS
(E) CAST -IN-PLACE
STEM WALL & FOOTING
(N) 6" CAST -IN-PLACE ROOF SLAB
W/ REINF AS SHOWN MID DEPTH
SLOPE TO DRAIN
I�
107'-4
(E) MASONRY T.O.W.
WEST ELEVATION
REINFORCEMENT IN SHORT DIRECTION:
#4 @ 12 + ADD'L BARS SHOWN
(PLACE BELOW LONG BARS)
`t 3
o O
2 2
S1 �
w
HOOK BARS
WHERE SHOWN THUS
1
s1
3'-4"3 — 2 * 5'-4"t
(E) VENT
16'-8" (E) O
ROOF STRUCTURE PLAN
S2 0' 2' 5'
SCALE: 112"= V-0"
107'-4 R
(E) MASONRY T O. W
10'
r1olp1hr
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.
KUERSTEN
CONSTRUCTION
SOLVAY
PUMP STATION #2
GARFIELD CO.
COLORADO
PLANS
8�
ELEVATIONS
Scale:
AS NOTED
Date Description
10/4/16 Permit/Construction
e1Ii4i0 �L•I•].
' 71NR�l11J:r�1
sla
Engmeer5. Constructors
81 2 Pitkin Avenue
Glenwood 5pnng5, CO
(970) 928-0135
Fax 928-9804
Job Number
16500
Designer/Drafter
AG/KK
Engineer
AG
Date
10/4/16
S2
TO IS
BAR (TYP)
EA EDGE OF
OPENING
HOOK BARS
WHERE SHOWN THUS
1
s1
3'-4"3 — 2 * 5'-4"t
(E) VENT
16'-8" (E) O
ROOF STRUCTURE PLAN
S2 0' 2' 5'
SCALE: 112"= V-0"
107'-4 R
(E) MASONRY T O. W
10'
r1olp1hr
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.
KUERSTEN
CONSTRUCTION
SOLVAY
PUMP STATION #2
GARFIELD CO.
COLORADO
PLANS
8�
ELEVATIONS
Scale:
AS NOTED
Date Description
10/4/16 Permit/Construction
e1Ii4i0 �L•I•].
' 71NR�l11J:r�1
sla
Engmeer5. Constructors
81 2 Pitkin Avenue
Glenwood 5pnng5, CO
(970) 928-0135
Fax 928-9804
Job Number
16500
Designer/Drafter
AG/KK
Engineer
AG
Date
10/4/16
S2