Addendum 3 Police Search Building - RFI Responses with drawingPage 1 of 1 8/16/2021
5485 E. Olive Ave. ▪ Fresno, CA 93727 ▪ Phone (559) 243-4200 ▪ Fax (559) 222-2380
BID RFI NO. 1
To: David P From: Gurdeep Jhutti
Company: Jackola Engineering & Architecture Company: BMY Construction Group, Inc.
Email: dpugh@jackola.com Page(s): (1) Including Cover Page
Date: 8/16/21
Reference: City of Kalispell Police Search Building
BMY Construction Group, Inc. is requesting the following clarifications, specifications and/or request for
information:
1. Can you please provide duration of this project?
Thank you,
BMY Construction Group, Inc.
Gurdeep Jhutti
Senior Estimator
The preliminary schedule below is contingent on City Council acceptance of bids.
Start date: no later than October 1, 2021
Substantial completion: March 31, 2022
Finish date (Liquidated damaged begin to apply) : May 1, 2022
Page 1 of 1 8/16/2021
BID RFI NO. 2
To: David Pugh From: Gurdeep Jhutti
Company: Jackola Engineering & Architecture Company: BMY Construction Group, Inc.
Email: dpugh@jackola.com Page(s): (1) Including Cover Page
Date: 8/16/21
Reference: City of Kalispell Police Search Building
BMY Construction Group, Inc. is requesting the following clarifications, specifications and/or request for
information:
1. On sheet C1.10 note 2 states, 5” concrete slab refer to structural drawings; on Sheet S1.00
note 7 states 4” slab, coordinate location with civil. Can you specify slab section to be used
at this concrete apron?
Thank you,
BMY Construction Group, Inc.
Gurdeep Jhutti
Senior Estimator
2829 Great Northern Loop, Suite B105
Missoula, MT 59808
MT. Reg No. 261547
406-550-2005
Concrete slab at entry and rear apron to be 5".
Keynote on drawings will be revised.
Page 1 of 1 8/16/2021
BID RFI NO. 3
To: David Pugh From: Gurdeep Jhutti
Company: Jackola Engineering & Architecture Company: BMY Construction Group, Inc.
Email: dpugh@jackola.com Page(s): (1) Including Cover Page
Date: 8/16/21
Reference: City of Kalispell Police Search Building
BMY Construction Group, Inc. is requesting the following clarifications, specifications and/or request for
information:
1. On Sheet S1.00 at gridline C it refers to detail 2 on S4.00. This detail shows an apron like
condition. Is there a concrete apron at this line? If so, please provide dimension and slab
section.
Thank you,
BMY Construction Group, Inc.
Gurdeep Jhutti
Senior Estimator
2829 Great Northern Loop, Suite B105
Missoula, MT 59808
MT. Reg No. 261547
406-550-2005
There is no concrete apron at gridline C. There is one at Gridline A.
Callout will to be relocated in pending addendum.
Page 1 of 1 8/18/2021
BID RFI NO. 4
To: David Pugh From: Gurdeep Jhutti
Company: Jackola Engineering & Architecture Company: BMY Construction Group, Inc.
Email: dpugh@jackola.com Page(s): (1) Including Cover Page
Date: 8/18/21
Reference: City of Kalispell Police Search Building
BMY Construction Group, Inc. is requesting the following clarifications, specifications and/or request for
information:
1. Can you confirm if section 31 2113 Radon Mitigation is applicable to this project?
2. Can you confirm if sections 328423 underground sprinkler and 32 9219 seeding is
applicable to this project?
3. On detail 1 on sheet S4.00 Foundation details, it shows 4” Perf pipe at perimeter foundation
wall. Is this drain applicable to this project?
4. Can you provide a copy of the soils report for this project?
Thank you,
BMY Construction Group, Inc.
Gurdeep Jhutti
Senior Estimator
2829 Great Northern Loop, Suite B105
Missoula, MT 59808
MT. Reg No. 261547
406-550-2005
1. Omit spec section
2. Omit spec section
3. Foundation drain is not required. Drawing will be revised in pending addendum.
4. No site specific geotech was performed. Basis of design is listed in the drawings.
Page 1 of 1 8/18/2021
BID RFI NO. 5
To: David Pugh From: Gurdeep Jhutti
Company: Jackola Engineering & Architecture Company: BMY Construction Group, Inc.
Email: dpugh@jackola.com Page(s): (1) Including Cover Page
Date: 8/18/21
Reference: City of Kalispell Police Search Building
BMY Construction Group, Inc. is requesting the following clarifications, specifications and/or request for
information:
1. Could you please provide the location for temporary power and water hook ups?
2. Can you provide the lay down area for the contractor’s use?
Thank you,
BMY Construction Group, Inc.
Gurdeep Jhutti
Senior Estimator
2829 Great Northern Loop, Suite B105
Missoula, MT 59808
MT. Reg No. 261547
406-550-2005
1. The building adjacent to the south has power and ¾ water line. The concrete pad area has a 2
inch water line. City will provide access to the necessary temporary utilities.
2. Shop staff will work with identifying a lay down area, they also have an area for trailers/lifts etc.
to the south by the sand shed.
Page 1 of 1 8/23/2021
BID RFI NO. 6
To: David Pugh From: Gurdeep Jhutti
Company: Jackola Engineering & Architecture Company: BMY Construction Group, Inc.
Email: dpugh@jackola.com Page(s): (1) Including Cover Page
Date: 8/23/21
Reference: City of Kalispell Police Search Building
BMY Construction Group, Inc. is requesting the following clarifications, specifications and/or request for
information:
1. Section 08 3613, Sectional Doors – Can you confirm Midland Garage door as acceptable
manufacture? Please see attached Midland specifications.
Thank you,
BMY Construction Group, Inc.
Gurdeep Jhutti
Senior Estimator
2829 Great Northern Loop, Suite B105
Missoula, MT 59808
MT. Reg No. 261547
406-550-2005
Yes, Midland Garage is an acceptable manufacturer.
FOUNDATION LEGEND
FOOTING
THICKENED SLAB
SAWCUT
CONTROL JOINT
HOLD-DOWN FROM
ABOVE, SEE SHEAR PLAN
A
A
1 1
C
C
4 4
SLOPE PER CIVIL
1
2
TOF: (FF) -4'-0"
4
5
5
5
5
5
7
T.O. PIER: (FF) 0'-6"
TYP
8
8
8
8
8
3
4"
4"
8'
-
8
"
8'
-
6
"
10
'
-
0
"
9'
-
8
"
5' - 8"
B
B
2 2
3 3
1'
-
6
"
1'
-
0
"
9'
-
6
"
9'
-
0
"
21
'
-
6
"
40
'
-
0
"
12' - 4"27' - 8"
40' - 0"
3
T.O. FTG: (-) 4'-0"
9
1' - 4"
11' - 3"
C1
C1
C1
C1
C1
1
S4.00
1'
-
4
"
TOW: (FF) 0'-0"
TOW: (FF) -0'-5"
4
S4.00
2
S4.00
3
S4.00
TYP
8
S4.00
7' - 0"
9
4'
-
0
"
6' - 6"
6
S4.00
1' - 4"
3"
5'
-
0
"
10
8
S4.00
TYP
10
10
10
C2 C2
8"
TYP
7
C
2
S4.00
TYP
C
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
FOR PERMIT
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAW N:CHECKED:
info@jackola.com jackola.com
S1.00
4/1/2021
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FOUNDATION
PLAN
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FOUNDATION KEYNOTES
1 5" SLAB, #4 BAR @ 24" O.C. E.W.
2 POUR THRU @ OVERHEAD DOOR, TYP
3 POUR THRU @ MAN DOOR
4 8" CONCRETE WALL W/ 16"W X 8" THICK FTG, TYP
5 FLOOR DRAIN, SLOPE SLAB TO DRAIN, COORDINATE
LOCATION WITH MECH
7 5" SLAB, COORDINATE LOCATION WITH CIVIL
8 12" SONOTUBE W/ 24" BIGFOOT, 4'-0" DEPTH, TYP
9 10" THICK, THICKENED SLAB
10 BOLLARD. SEE CIVIL FOR LOCATION
COLUMN SCHEDULE
TAG SIZE MATERIAL COLUMN BASE COLUMN CAP
C1 6X6 TIMBER ABU66Z CC66, CAP @ END
COLUMNS ECC66
C2 6X6 TIMBER
3/8" = 1'-0"1 FOUNDATION
M O NTAN
A
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S ION A L E N G INEE
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LICE N S E D
ERIC D. GARBERG
No. 14108 PEC
C ADDENDUM 8/27/2021
WD STUDS
8"
(4)#5 HORIZ. EQ. SPACING
5/8" X 12"A.B. @ 32" O.C. MAX
FLASHING PER ARCH
#5 BAR 2" FROM TOP, TYPICAL
5" SLAB
IJ SEE 4/S4.00
FTG BACKFILL PER GEOTECHNICAL
RECOMMENDATION
W
SEE 4/S4.00 FOR TYP. SLAB PREP
DAMPROOFING
#4 LATERALS @ 16" O.C.
REBAR CONTINUOUS IN FOOTING
W<16" - (2) #4
16"≤W<24" - (3) #4
24"≤W<36" - (4) #4
PERIMETER INSULATION
SEE ARCH. FOR LOCATION & SIZE.
#4 @16" O.C. VERTS ALT.
BEND DIRECTION INTO FOUNDATION
3"
M
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SE
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A
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SE
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A
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C
FND WALL & FOOTING
PER PLAN/ DETAILS
DOOR OPENING PER PLAN
WALL BEYOND SLOPE SLAB @ DOOR FOR DRAINAGE
SLOPE PER SITE
SEE SOILS & GEOTECHNICAL NOTES
FOR EXTERIOR FLATWORK PREP.
5/8" POLYISO, LOCATE UNDER
DOOR THRESHOLD PER ARCH
(2) #4 @ EDGE
ASPHALT,
SIDEWALK OR
GRADE PER SITE
SEE SOILS &
GEOTECHNICAL NOTES
FOR FILL REQUIREMENTS
-
18
"
6"
#4 DOWEL @ 32" O.C.
#3 @ 18" O.C. EW
2'
2'
SEALANT NPI OR EQUAL
SEE PIJ A. FOR DOWEL DETAIL
BACKER ROD EJ MATERIAL
EJ @
SIDEWALK
SLOPE AWAY FROM BUILDING
APRON @ BUILDING
POUR THRU
C
4', 1/2" SMOOTH DOWELS @ 18" OC @ COLD JT
LOCATIONS. GREASE END IN SECOND POUR
T/
4
PLASTIC OR PREFORMED
HARDBOARD STRIP; IF SAWCUT
ONLY, FILL WITH SEALER
FREE END OF SMOOTH DOWELS TO BE
COATED WITH NON-BONDING AGENT
CONSTRUCTION COLD JOINT,
FILL WITH SEALER
CONTROL JOINT CONSTRUCTION JOINT
REBAR PER PLAN
TYPICAL SLAB
10 MIL VB TYP.
SLAB SEE PLAN FOR
THICKNESS & REBAR
LOCATE REBAR IN
CENTER OF SLAB
SEE 'TYPICAL SLAB' FOR
SUBGRADE
3/8" EXPANSION JOINT MATERIAL
WR MEADOW FIBRE EXPANSION
JOINT OR APPROVED EQUAL
3/8" WIDE X1/2" DEEP GROOVE
W/SEALANT WR MEADOWS SAFE
SEAL 3405 OR APPROVED EQUAL
VB SEAL TO WALL
SL
A
B
SEE 'TYPICAL SLAB'
FOR SUBGRADE
SEE 'TYPICAL SLAB' FOR SUBGRADE
6" OPEN GRADED ROCK
COMPACTED STRUCTURAL
FILL TO UNDISTURBED NATIVE
SEE 'TYPICAL SLAB' FOR SUBGRADE
3/8" EXPANSION JOINT MATERIAL WR
MEADOW FIBRE EXPANSION JOINT OR
APPROVED EQUAL
3/8" WIDE X1/2" DEEP GROOVE
W/SEALANT WR MEADOWS SAFE SEAL
3405 OR APPROVED EQUAL
VB SEAL TO WALL
PERIMETER ISOLATION JOINT PIJ A. PERIMETER ISOLATION JOINT PIJ B.
2" LEVELING COURSE
JOINT SPACING LIMITED TO
MAXIMUM OF +/- 15 FEET
4', 1/2" SMOOTH DOWELS @ 18" OC
ALTERNATE USE DIAMOND PLATE DOWEL BY
PNA OR APPROVED EQUAL
FRAMING FLUSH W/ INSIDE OF CONCRETE FRAMING FLUSH W/ OUTSIDE OF CONCRETE
GREASE END
9/16" Ø HOLE
2"
M
I
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4"
(3), #3 VERTICAL
12" SONO-TUBE
#3 STIRRUPS @12"
6X6 TIMBER COLUMN
SIMPSON ABU66 POST BASE
SLAB
IJ
PER PLAN
4'
-
0
"
(3) #3 STIRRUPS @2"
1'
-
0
1
/
4
"
BF 24
t+
1
1
/
2
"
PR
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TREATED PLATE
ANCHOR BOLT PER
SCHEDULE. POSITION
@ C/L OF PLATE.
t=
T
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S
PLATE WASHERS
REQUIRED AT SHEAR
WALLS, SEE SIZE TABLE
SPLICE OR CORNER,
WHERE OCCURS
12" MAX
6" MIN -
12" MAX
6" MIN -
SPACING AS SCHEDULED
8"
M
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.
2 3/4"
6"
COMPACTED STRUCTURAL FILL TO NATIVE
9/16"Ø HOLE 4" DEEP
3/8" EXPANSION
JOINT MATERIAL
PER 3/ S1.1
1/2" SMOOTH DOWEL 24" LONG,
MATCH BOTTOM BAR LAYOUT,
GREASE END IN WALL
THICKENED SLAB BOTTOM BARS
THICKENED SLAB @ FOUNDATION WALLS
PROVIDE #4 DROP BAR LATERALS
@ 32" O.C. & TIE OFF TO #4 SLAB
STEEL AS SHOWN.
#4 BAR HORIZONTAL, (1) BAR
FOR EACH 12" OF WIDTH
SLAB THICKNESS PER PLAN
RUN SLAB BARS THRU
#5 BAR
5/8" SIMPSON TITEN HD BOLTS
@ 32" O.C. 4" MIN. EMBED,
MAX 8" FROM END AT PLATES
2X4 OR 2X6 FRAMED
WALL PER PLAN
PER PLAN
PE
R
P
L
A
N
P.T. PLATE
1
1
SEE NOTES FOR SUBSLAB
RECOMMENDATIONS
COUNTERSUNK 1/2"X3" TITEN HD
L-3X3X1/4"-6" ANGLE
PE
R
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L
A
N
PER PLAN
STAIR STRINGER
BAR
SIZE
HOOKED REINFORCEMENT TENSION
DEVELOPMENT LENGTH SCHEDULE
TENSION DEVELOPMENT LENGTH, (ldh), INCHES
f'c = 3 KSI
#3
#4
#5
#6
9"
#7
#8
#9
#10
#11
4db
2 1/2" MIN.
ldh
db
12
d
b
SEE NOTES BELOW FOR BAR YIELD STRENGTH FACTOR
f'c = 4 KSI
11"
14"
17"
20"
22"
25"
28"
31"
8"
10"
12"
15"
17"
19"
22"
24"
27"
BENDING RADIUS 3db FOR #3
THROUGH #8 AND 4db FOR
#9 THROUGH #11 MEASURED
TO THE INTERIOR OF THE BARFACE OF SUPPORT,
HORIZONTAL OR
VERTICAL JOINT OR
POTENTIAL CRACK LINE
db
BENDING DIAMETER 6db FOR
#3 THROUGH #8 AND 8db
FOR #9 THROUGH #11
MEASURED TO THE INTERIOR
OF THE BAR
ldh
NOTES:
1. TABULATED DEVELOPMENT LENGTHS ARE BASED ON REINFORCING YIELD
STRENGTH FY = 60 KSI AND NORMAL WEIGHT CONCRETE.
2. ALL TABULATED VALUES ARE MINIMUM LENGTHS. IN CASE OF CONFLICT WITH THE
PLANS, SECTIONS OR DETAILS, USE THE LONGER LENGTH.
3. ADJUST TABULATED LENGTHS BY THE FOLLOWING FACTOR WHERE APPLICABLE.
A. REINFORCING BAR YIELD STRENGTH OTHER THAN 60 KSI: ( fy/ 60,000)
STRAIGHT SPLICE LENGTH SCHEDULE
SEE NOTES BELOW FOR COVER AND SPACING
FACTORS
DEV.LENGTH LAP LENGTH
<6" AND ld/5
DEV.LENGTH REINFORCING DOWELS OR BARS
CONTINUOUS THROUGH JOINT
FACE OF SUPPORT, HORIZONTAL OR VERTICAL
JOINT OR POTENTIAL CRACK LINE
DEVELOPMENT
REFER TO "HOOKED REINFORCEMENT TENSION DEVELOPMENT LENGTH
SCHEDULE" WHEN THE STRAIGHT DEV. LENGTH IN TENSION CANNOT BE
ACCOMMODATED IN THE CONCRETE SECTION.
LAP SPLICE
LAP SPLICES IN ADJACENT BARS SHALL BE STAGGERED A
MINIMUM OF 24 INCHES.
NOTES:
1. ALWAYS USE TENSION DEVELOPMENT LENGTH AND TENSION LAP
SPLICE LENGTH VALUES, EXCEPT WHEN THE PLANS OR DETAILS NOTE
SPECIFICALLY COMPRESSION LENGTHS.
2. TABULATED DEVELOPMENT AND LAP SPLICE LENGTHS ARE BASED ON
REINFORCING YIELD STRENGTH FY = 60 KSI, NORMAL WEIGHT CONCRETE
AND CLASS B LAPS.
3. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12
INCHES OF FRESH CONCRETE CAST IN THE MEMBER BELOW THE
DEVELOPMENT LENGTH OR SPLICE.
4. WHEN DIFFERENT BAR DIAMETERS ARE SPLICED, USE LARGER BAR LAP
SPLICE LENGTH.
5. ALL TABULATED VALUES AREA MINIMUM LENGTHS. IN CASE OF
CONFLICT WITH THE PLANS, SECTIONS OR DETAILS, USE THE LONGER
LENGTH.
6. TABULATED VALUES FOR DEVELOPMENT AND LAP LENGTHS IN
TENSION SHALL BE FACTORED BY 1.5 WHEN THE CLEAR COVER IS LESS
THAN db AND THE CLEAR SPACING IS LESS THAN db (AND THERE ARE
STIRRUPS OR TIES ALONG ld) OR IS LESS THAN 2db (AND THERE ARE NO
STIRRUPS OR TIES ALONG ld).
7. ALL STRAIGHT BAR DEVELOPMENTS AND SPLICES SHALL BE IN
ACCORDANCE WITH THE LATEST EDITION OF ACI 318.
8. db = BAR DIAMETER
LAP SPLICE LENGTH, INCHES
FOOTINGS
TOP BOTTOM
#3
BAR SIZE
#4
#5
#6
FDN WALLS
VERTS HORIZ.
SLABS
SINGLE MAT DOUBLE MAT
28"
37"
46"
56"
21"
28"
36"
43"
28"
37"
46"
56"
21"
28"
36"
43"
MINIMUM 60 KSI STEEL
MINIMUM 3000 PSI CONCRETE
28"
37"
46"
56"
STD ACI HOOK
PER TYP. DTL
1. CORNER BARS MAY BE OMITTED IF
BOTH WALL STEEL BARS HAVE 90
˚HOOKS WITH MINIMUM LAPS AS
SCHEDULED.
2. MATCH SIZE, SPACING, NUMBER, AND
LOCATION OF HORIZONTAL WALL,
FOOTING, OR GRADE BEAM BARS.
3. USE AT ALL CONCRETE CORNERS
INCLUDING THICKENED SLAB ON GRADE,
WALLS, CURBS, BEAMS, GRADE BEAMS,
AND SLABS UNLESS INDICATED
OTHERWISE.
SINGLE REINFORCING MAT
1. ALL 90˚ HOOKS SHALL EXTEND TO
FAR SIDE REINFORCING OF WALL OR
FOOTING.
DOUBLE REINFORCING MAT
STD ACI HOOK
FOR TYP. DTL
VERTICAL BARS
REQ'D @ CORNER
AND LAP -3"
WALL JOINT VFY JOINT
LOCATIONS W/ STRUCTURAL
ENGINEER IN ADVANCE
WATERSTOP RQ'D
WHEN EXTERIOR GRADE
IS ABOVE F.F.
2x4 KEYWAY
LAP PER SCHED
LA
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LAP PER SCHED
LAP PER SCHED
VERTICAL BARS
REQ'D @ CORNER
AND LAP -3"
MIN CLEARANCES
SEE TABLE FOR
SCHED
LAP PER
1/2" PREMOLDED
EXP. JT. WHERE
CONC. OCCURS
SONO TUBE FDN EXTEND TO GRADE
WHEN NOT IN PAVEMENT
GRANULAR FILL
4"Ø CONC. FILLED STEEL
PIPE -PAINT PER ARCH
ROUNDED CONC.
TOP 1/2" CROWN
3'
-
0
"
COORDINATE W/ MANUFACTURER
4' - 0" TYP.
MIN
1' - 6"
DATE:
JACKOLA ENGR. & ARCH., P.C.
WITHOUT THE WRITTEN CONSENT OF
MAY NOT BE USED OR REPRODUCED
IS PROPRIETARY. THIS DOCUMENT
THE INFORMATION CONTAINED HEREIN
REVISIONS:
FOR PERMIT
KALISPELL
406-755-3208
#
BOZEMAN
406-586-0707
VANCOUVER
360-852-8746
DRAW N:CHECKED:
info@jackola.com jackola.com
S4.00
4/1/2021
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FOUNDATION
DETAILS
JTJHMH
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2
0
0
2
0
4
1" = 1'-0"1 TYP. 8" FOUNDATION WALL DTL
1" = 1'-0"2 TYP. POUR THRU & APRON
1" = 1'-0"4 SLAB AND CONTROL JOINTS
1" = 1'-0"3 SONOTUBE FOUNDATION
1" = 1'-0"5 ANCHOR LOC'NS
1" = 1'-0"6 TYP. THICKENED SLAB
1" = 1'-0"8 STAIR STRINGER CONN. TO FLOOR
1" = 1'-0"9 STANDARD REINFORCEMENT SCHEDULES
3/4" = 1'-0"7 TYP. CORNER REINFORCING DET.
3/4" = 1'-0"10 TYP. PIPE BOLLARD
M O NTAN
A
PR
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S ION A L E N G INEE
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LICE N S E D
ERIC D. GARBERG
No. 14108 PE
C ADDENDUM 8/27/2021