HomeMy WebLinkAboutResolution 5320 Authorizing Change Order 12 - Langlas & Assoc. BPSCVersion April 2020
RESOLUTION 5320
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOZEMAN,
MONTANA,
WHEREAS,the City Commission did, on July 27, 2020, authorize award of the
Guaranteed Maximum Price (GMP) Amendment for Construction of the Bozeman Public Safety
Center with Langlas and Associates; and
WHEREAS,Section 7-5-4308, Montana Code Annotated, provides that any such
alterations for modification of the specifications and/or plans of the contract be made by resolution;
and
WHEREAS, it has become necessary in the prosecution of the work to make alterations
and modifications to the specifications and/or plans of the contract.
NOW, THEREFORE, BE IT RESOLVED by the City Commission of the City of
Bozeman, Montana, that the proposed modifications and/or alternates to the GMP Amendment for
Construction of the Bozeman Public Safety Center, as contained in Change Order #12, attached
hereto, be and the same are hereby approved; and the City Manager is hereby authorized and
directed to execute the contract change order for and on behalf of the City; and the City Clerk is
authorized and directed to attest such signature.
PASSED, ADOPTED, AND APPROVED by the City Commission of the City of
Bozeman, Montana, at a regular session thereof held on the 27th day of July, 2021.
___________________________________
CYNTHIA L. ANDRUS
Mayor
ATTEST:
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
Version April 2020
___________________________________
MIKE MAAS
City Clerk
APPROVED AS TO FORM:
___________________________________
GREG SULLIVAN
City Attorney
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A11477/29/2021
Date: 6/11/2021Change Estimate LogCONTRACT SUMMARYCONSTRUCTION CONTINGENCY SUMMARYContract Sum at GMP36,436,485.00$ Construction Contingency at GMP888,695.00$ Project Name:Previously Approved CO's547,752.55$ Previously Approved Adjustment302,127.46$ Bozeman Public Safety CenterCurrent Contract Sum36,984,237.55$ Current Contingency Amount586,567.54$ = Current CO ProposedJob Number: 19426Current Proposed CO10,715.22$ Current Proposed Adjustment-$ ROM = Rough Order of MagnitudePending CE's316,089.39$ Pending CE's29,519.45$ Potential New Contract Sum37,300,326.94$ Potential Contingency Remaining557,048.09$ CE # Related DocumentPrimeCO #DescriptionPotential Revision for ReviewCurrent CO for Approval Approved AmountPotential Revision to Construction ContingencyCurrent Adjustment to Construction Contingency for ApprovalApproved Adjustment to Construction ContingencyStarting Contract Amount (EWA 1)238,788.00$ -$ 1CoB Permit No. 287011 Provide demolition permit fees by Contractor. Previously listed "by Owner".2,009.57$ 2RTI Invoice 19-47791Provide Hazardous Material Survey and Sample Testing. Previously listed "by Owner".5,225.24$ 3RTI Invoice 19-48232Provide Hazardous Material Air Clearance Testing. Testing previously "by Owner".2,537.25$ 4EWA #1A3Remove buried foundation elements below Building "H", deemed as unforeseen conditions1,270.14$ 5EWA #2A3Concrete and Asphalt Material Crushing, Testing and Survey78,685.26$ 6EWA #34Rouse Avenue Utilities Early Work121,747.67$ 7EWA #3 T&M Work5Miscellaneous Time and Material Work During EWA 3 (NWE Prep, Insulate Water Main, etc.)324.23$ 8EWA #4 Sitework Package5Early Sitework Package Contract Awards and General Conditions3,073,348.35$ 13GMP Exhibit No. 1GMPAdd Building Packages to Contract for Guaranteed Maximum Price32,912,549.30$ (888,695.00)$ TOTALS AT GMP36,436,485.00$ (888,695.00)$ 9L. Evans E-mail 05.05.207Soil Removal and Replacement in Soft Areas in South West Parking Lot Area3,781.06$ 10S. Holt E-mail 05.19.207Hand Compaction of Curb Subbase and Base Due to Conflict with NWE Gas Line3,795.74$ 11ASI 0037Increase in Storm Drain Pipe due to Design Development1,808.20$ 12L. Evans E-mail 07.09.207Soil Removal and Replacement in Soft Areas on West Drive and North Parking Lot Areas10,476.03$ 14PR 01 -Decorative Fencing VENot Accepted15PR 02Modifications to Site Work from EWA 4 to Final Design2,329.18$ 16aAddendum 4 / RFI 0068Building Permit Review Comment Changes - Structural Revisions41,163.21$ 16bAddendum 4 and 5 Building Permit Review Comment Changes17GC/CM Agreement §11.37Builder's Risk Insurance75,404.91$ 18PCO 1, 2, 37EWA Permitting and Testing Fees not included with GMP11,724.21$ 19Bid Package 10A / PR 20 Fall Protection Roof Anchors29,519.45$ 20Alternate 87 Savings to Split Solar PV from Electrical Subcontractor(9,034.67)$ 21Building Re-Bid 08/07/207 Contract Re-Bid Bid Packages(7,973.95)$ 22Addendum 5 / PR 03 & 03.17Additional Sanitary Waste Plumbing and Backwater Valve Resulting from Building Permit Review37,151.70$ 23PR 048Replace KS-3 Faucets in Family Care 100F & Kitchenette 105A with Touch-Free KS-4 Faucets595.47$ 24RFI 0237Insulation Cover Protection Over Sand Oil Separator Vault and Inlet Pipe2,950.12$ 25RFI 02411 Reduction of Embed Studs(2,002.28)$ 26Building Re-Bid 08/07/20 Contract Remaining Bid Package Allowances27RFI 033 9Embed Plates at Bottom of All Brace Frame Footings22,855.51$ 28RFI 0208Foundation Wall Thickness Change at Stair 3 Alcove661.43$ 29ASI 0108Revised Foundation Wall Height at Area A684.20$ 30ASI 016 8PD Open Office Electrical and Technology Revisions4,516.68$ 31RFI 0679Modify Fitness Storage Room Doors with Louver Grilles137.62$ 32RFI 039b / PR 069Wall & Casework Modifications in Open Office 110971.25$ 33PR 058Ceiling and Electrical Revisions2,170.33$ 34Building Permit Schedule Extension for Permit Review Delay35aRFI 04212Area A Entry Footing Change4,780.40$ 35bRFI 066, ASI 01912Area D Entry Footing Change4,043.52$ 36Anodized Aluminum VE8Revise Aluminum Storefront, Curtainwall, Automatic Sliding Entrances and Windows to Anodized(11,117.65)$ 37Sheet L-002 Note 211Drilling of Irrigation Well14,342.82$ 38RFI 05710Electrical Room 148B Changes (Elimination of Panel, relocate circuiting, reduced panel rating)(2,558.34)$ 39RFI 043-Glycol Concentration Discrepancies for AHU-2, AHU-3 and ERV-1Closed40RFI 089 Screened Rock for Interior Backfill and Slab Prep14,054.38$ 41PR 08a PD Interview Rooms Building Security System Coordination with Getac Video Solutions744.11$ 42PR 0910Modified Furniture Layout in Digital Forensics Room 142E2,195.67$ 43PR 10-Changes to FD Wardrobe ClosetNot Accepted44PR 079Additional Exterior Electrical Outlets714.47$ 45Bid Package 31 Allowances Material Off-Haul and Structural Fill Import Beyond Contract Allowances19,651.82$ 46RFI 06512Revision and Rework of Area D Wall - Along GL D.2 at V-190927.33$ 47ASI 2410Modification of Hand Rail Design and Installation3,658.57$ Sent to T1 for review 04/15/21City of BozemanLanglasCommentsTracked T&M.Negative amounts to Const. Contingency mean funds added to line item.Tracked T&M.Approved by C.Winn via phone call 06/04 with L.CantrellClosed 11.19.20 OAC. Savings $26,115.98.Pending permanent fencing pricing.Discussed 03.04 and approvedReserve costs for future discussion and evaluation of schedule.Inadvertently not included with GMP document.Pending revised location layout after coordination with new PV.See Allowance Log.Sent to T1 for review 04/15/21Drilling of the well not included in GMP.RFI response revised so there would be no cost change.Pending receipt of haul tickets from subcontractor.Due to ceiling height change, CoB opted to forgo. OAC 04/01/21Building mounted receptacles, only, approved.Haul tickets to date.Sent to T1 for review 04/15/21Costs for shielded CAT6 cabling and install of Getac cameras missing.2270 Grant Road Billings, MT 59102 P 406.656.0629 F 406.656.1088 ~ 1019 East Main St., Suite 101 Bozeman, MT 59715 P 406.585.3420 F 406.585.4110 ~ 280 East Front., Suite B Missoula, MT 59802 P 406.215.1356 F 406.926.2005DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
CE # Related DocumentPrimeCO #DescriptionPotential Revision for ReviewCurrent CO for Approval Approved AmountPotential Revision to Construction ContingencyCurrent Adjustment to Construction Contingency for ApprovalApproved Adjustment to Construction ContingencyComments48ASI 2810VAV Schedule Revisions(781.79)$ 49RFI 0719Horizontal Joint Reinforcement in 8M-1 and 12M-3 Wall Types(5,746.15)$ 50PR 11Courtroom AV14,895.44$ 51CASE Testing10Masonry Grout Comparison Testing6,908.07$ 52Sub.05 3100-01 / RFI 05011Credit to Omit Primer on Underside of Deck at Non-Exposed Areas(11,837.15)$ 53Bid Package 7E11Add Vapor Barrier at Exterior CMU Walls72,264.70$ 54PR 12-FD Kitchen Dishwasher/Sanitizer AdditionNot Accepted55RFI 109 Increase Roof Drain Pipe Sizing from 4" to 6"56Master Budget Reconciliation10Move Builder's Risk Insurance from Contractor Contingency to Owner Change75,404.91$ (75,404.91)$ 57PR 1313Drive Approach Sleeves to Future NWE Overhead Line Relocation5,519.52$ 58Allowance 210Add to Winter Conditions Allowance380,000.00$ 200,000.00$ 59ASI 40Revised Masonry Veneer Ledger Angle Details60RFI 03212Revised Brick Ledge at Grid A.41,074.82$ 61PR 1412Fire Department Gear Dryer (Electrical Modifications)867.04$ 62PR 1513Fire Department Conference Room Second Display and Screen Size Increase3,495.16$ 63PR 16Super Graphics3,893.39$ 64ASI 3912Second Level Floor Box Locations(977.88)$ 65ASI 43a Masonry Mechanical Chase Opening in Area D Grid 2.7 Wall66PR 1713FD GPS Repeater Infrastructure2,627.73$ 67PR 18Future Judge Restroom RR-251 Plumbing Rough-in3,722.79$ 68PR 18Future Judge's Office 251 and Judge Restroom RR-251 Shell Fit OutNot Accepted69RFI 114 Revisions to Elevator Shaft Embed Studs to Fit in 8" CMU Walls70RFI 108 Add Deck Ledger Angle at Area A CMU Wall71Spec 27 5319, 28 3201, T-006 In-Building Wireless Systems72Solar PV Array Upgrade Upgrade Solar Panel Array from 50kW to 250kW228,142.49$ 73Ground Thaw and Sitework Reclamation after Northwestern Energy Permanent Service Install74PR 2013PV Roof Coordination - Slip Sheet Membrane12,997.16$ 75PR 2113Dual Data Port at Police Dept Canopies657.83$ 76ASI 48Steel Sheathing Wall Assembly Revisions77PR 1913Courtroom Casework Revisions3,358.37$ 78PR 22FD Cleaning (Rm. 154C) - Electrical Updates79PR 23South Lobby Furring Wall80PR 24Armory Counter and Shelving ExtensionTOTALS POST GMP316,089.39$ 10,715.22$ 547,752.55$ 29,519.45$ -$ 302,127.46$ Per 06/10/21 OAC, backout new linear speakers.Not Approved. OAC 05/06/21Originally shown on Owner side of Master Budget Sheet.Per 06/10/21 OAC, do not price.Sent to T1 for approval 03.22.21New bid from alternate subcontractor. T1/LL working on VE.Approved in 06/10/21 OAC.Not to Exceed shared cost between Owner and Contingency.To be covered by NWE Utiltity budget from Master SheetApproved via C. Winn e-mail 06/08/21Approved in 06/10/21 OAC.Approved in 06/10/21 OAC.LL reviewing for impacts to wall framing.Likely public areas only. Revisit closer to turnoverApproved in 06/10/21 OAC.Sent to T1 for review 04/15/21Approved in 06/10/21 OAC.Per 06/10/21 OAC, back out fixtures. Rough-in only.2270 Grant Road Billings, MT 59102 P 406.656.0629 F 406.656.1088 ~ 1019 East Main St., Suite 101 Bozeman, MT 59715 P 406.585.3420 F 406.585.4110 ~ 280 East Front., Suite B Missoula, MT 59802 P 406.215.1356 F 406.926.2005DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
Change Estimate Report
Project: Bozeman Public Safety Center CE No:35a
Project # 19426 Revision #
Change Source: RFI 042 Date:2/24/2021
Description:Area A Entry Footing Change
Category Quantity Unit Unit Cost Total
-$
-$
03A.0320 1 sum 4,557.81$ 4,557.81$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
SUBTOTAL 4,557.81$
GC/CM Business Insurance 0.625% 28.49$
CM Fee 3.2% 146.77$
Bond 1.0% 47.33$
4,780.40$
Description
ADD
Area A Entry (RFI 042)
TOTAL
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
20 West Haley Springs Tel: 1-406-587-0806
Unit A Fax: 1-406-587-6279
PO Box 11078
Bozeman, MT 59719
Job Name/Number: Bozeman Public Saftey Center 11/12/2020 Change Order #010
Langlas ATTN: Loren Cantrel Job #
DESCRIPTION QUANTITY UNIT AMOUNT
Additional footing
Hilti drill for added reinforcing, Hilti Bit, Generator, Fuel 1 $150.00 $150.00
Additional reinforcing 1 $273.00 $273.00
HY-200 Epoxy 2 $48.75 $97.50
Labor 2men 2hrs 4 $75.00 $300.00
4500 PSI Concrete @ foundation wall 1 $173.00 $173.00
Pump Time 0.25 $150.00 $37.50
Foundation Wall Form Material 24 $3.25 $78.00
Wall tear down and re-build
Added reinforcing (20 sticks + fabrication) 1 $515.00 $515.00
Ledge Fabrication 2men 2hrs 4 $75.00 $300.00
Ledge Material (2x8x12, .5" ply, screws, saw, drill)1 $171.36 $171.36
Tear out existing wall formwork 1man 2hrs 2 $75.00 $150.00
Wall rebuild 2 men 7hrs 14 $75.00 $1,050.00
4500 PSI Concrete @ added fondation wall 2.1 $173.00 $363.30
Pump Time 0.25 $150.00 $37.50
Admin Time 2 $125.00 $250.00
Schedule Impact 1 Day
Loss of Productoin (4 men-6hrs)24
Subtotal $3,946.16
Overhead 10%$394.62
Profit 5%$217.04
Total $4,557.81
Customer Signature Date
THANK YOU FOR DOING BUSINESS WITH US. WE LOOK FORWARD TO SERVING YOU AGAIN.
Web: www.eastoncompanies.com
CHANGE ORDER
RFI 42 - AREA A ENTRY CHANGE
(poured monolithically with thickened foundation wall)
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
CP_Langlas & Associates - Bozeman Public Safety Center Microdesk
RFI DETAIL
#042 Stem Wall Alignment with Architectural
Drawings at Vestibule V-100
CLOSED CREATED
Sep 30, 2020
RESPONDED
Oct 05, 2020
DUE DATE
Oct 02, 2020
Creator
Manager
Reviewer
Sam Holt Langlas & Associates
Sam Holt Langlas & Associates
Elizabeth Seidel ThinkOne
Co-Reviewer(s)Jonathan Wirth ThinkOne
West wall of Vestibule V-100Location
Reference Drawing 01_CDFM_ MDESK_COORD_BPSC.rvt [v9]
QUESTION
S-200 Detail 1 shows the inside face of the concrete foundation wall aligning with GL 1.5. Sheet A-101a shows the
inside face of wall, type WA5, at this location aligning with GL 1.6. They seem to be misaligned. Please advise.
Suggested Answer:
Please see attached Sheet A-611 with Wall Section 4/A-611 foe response.
RESPONSE
By Jonathan Wirth - Oct 05, 2020 ThinkOne
Priority
Discipline
Category
External ID
Architectural, Concrete, Exterior Envelope
Constructability, Design Coordination
OTHER ATTRIBUTES
High
IMPACT
Cost Impact
Schedule Impact
Yes
Yes
Created with Autodesk® BIM 360™at Oct 05, 2020 5:09 PM Page 1 of 2
Expedited review
requested as misalignment
was discovered during
formwork.
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
CP_Langlas & Associates - Bozeman Public Safety Center Microdesk
OTHER ATTACHMENTS
• 20 1005 BPSC - 4A611 RFI 42 Response.pdf - Oct 05, 2020 - Jonathan Wirth
• S-200 Detail 1.pdf - Sep 30, 2020 - Sam Holt
• A-101a.pdf - Sep 30, 2020 - Sam Holt
ACTIVITIES BY AT
Created this RFI in OPEN status and assigned to Elizabeth Seidel
Changed the due date to Oct 02, 2020
Reassigned this RFI to Elizabeth Seidel
Sam Holt Set the Number to 042
Sam Holt
Sep 30, 2020
Uploaded A-101a.pdf Sam Holt Sep 30, 2020
Uploaded S-200 Detail 1.pdf Sam Holt Sep 30, 2020
@Sam Holt Would you mind attaching a Langlas RFI sheet and compiled documents with RFIs so we can
download them for our records? much appreciated!Elizabeth
Seidel Oct 02, 2020
Uploaded 20 1005 BPSC - 4A611 RFI 42 Response.pdf Jonathan
Wirth Oct 05, 2020
Changed status from OPEN to ANSWERED
Reassigned this RFI to Sam Holt
Jonathan
Wirth Oct 05, 2020
Changed status from ANSWERED to CLOSED Sam Holt Oct 05, 2020
Created with Autodesk® BIM 360™at Oct 05, 2020 5:09 PM Page 2 of 2
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
A.6A.5A.4A.3A.1
1.4
1.3
S-700
PD ENTRY A.1PD ENTRY 1.4
1.6
1.5
PD ENTRY 1.5
1
S-306
2
S-306
A.2
1.1
1.2
5
S-306
6
S-306
12M-2
5' - 5"
HSS5X5X3/8
BP-1
TYP., U.N.O.8"4' - 0"8"18' - 8"2' - 0"6' - 4"8"28' - 4"4' - 10"6' - 8"14' - 8"18' - 0"15' - 4"
59' - 6"
WF-5
WF-3
16C
16C
6"
6" , TYP.
7
S-306
8
S-306 TYP.
2' - 6"
TYP. @
EXTERIOR,
U.N.O.
TYP. @
EXTERIOR,
U.N.O.
ELEVATOR
PIT
4" SLAB-ON-GRADE,
PER DETAIL 4/S-300
8
6
9
4
5
P3.0
TYP. OF 3
HSS4X4X5/16
BP-2
TYP. OF 2
@ ELEV.
F6.0
F5.0
P2.0
HSS5X5X3/8
BP-1
HSS5X5X3/8
BP-2
TYP. THIS LINE, U.N.O.
16C TYP. @
EXTERIOR,
U.N.O.
CL COL.,
TYP.CL COL.,
TYP.
19
CL COL.,
TYP.
8S-1
12C 1 5/8"CL COL.,
TYP.
HSS5X5X3/8
BP-2
19
6S-1
5' - 5"
COL. ISOLATION
JOINTS NOT
PERMITTED AT
EXPOSED SLAB-ON-
GRADE AREAS
8"7' - 7"5' - 0"
6' - 7 3/4"
2' - 0 3/8"4"CL COL.
CL COL.
8"
HSS4X4X1/2
BP-2
S-407
7
F5.0
STEP FDN. WALL
5
S-306
SIM.TYP.8"3' - 5 1/2"7' - 4"HSS4X4X5/16
BP-1 FOLDING PARTITION
TRACK EMBED IN
SLAB, SEE MANUF.
STEP FDN.
WALL
5
S-306
HSS9X9X1/2
BF-7
HSS9X9X1/2
BF-1
HSS9X9X1/2
BF-8
HSS9X9X1/2
BF-7
F6.0
F4.0
8S-1
5' - 5"AND HSS COL.3' - 3 3/4" CL CMU WALL4"
6S-1
HSS5X5X3/8
BP-3
1
SIM.
S-308
2
SIM.
2' - 4"1' - 0"ASI #6
A.6A.5A.4A.3A.1
1.4
1.3
S-700
PD ENTRY A.1PD ENTRY 1.4
1.6
1.5
PD ENTRY 1.5
A.2
1.1
1.28"2' - 6"6' - 0"5' - 8 3/8"W24X62 [C1]W16X26 [C1]
W16X26 [C1]
W16X26 [C1]
W16X26 [C1]
W16X26 [C1]
W16X40 [C1]
W16X40 [C1]
W16X26 [C1]W21X44 [C2]W21X44 [C2]W21X55 [C2]W16X26 [C1]W18X35 [C1]W16X26 [C1]
W16X26 [C1]
W16X26 [C1]
W18X46 [C1]8"18' - 8"2' - 0"6' - 4"8"28' - 4"4' - 10"6' - 8"14' - 8"18' - 0"15' - 4"
59' - 6"
HSS9X9X1/2HSS9X9X1/2HSS9X9X1/2W21X44 [C1]4' - 3"4' - 11"4' - 11"4"HSS12X2X5/16W16X57 [C2]2' - 2"3' - 4"W12X26 [C1]
W12X26 [C1]
5' - 0"
S-401
6 S-401
2
S-401
1 TYP.
3" CONC. ON 2" METAL DECK (5"
TOTAL), W/ #4 @ 9" O.C., EACH WAY
S-401
2 STL. BM. TO
HSS COL., TYP.
W18X46
OPEN TO BELOW
STAIR FRAMING,
SEE ARCH.HSS8X8X5/8MC12X31
W18X46
T.O.S.= 114' - 3"T.O.S.= 114' - 3"HSS12X2X5/16HSS12X2X5/16
S-406
10HSS BM. TO
HSS COL.
S-407
1
W12X26 W12X26 W12X262
S-407
W18X46
T.O.S.= 114' - 3"
HSS12X2X5/16
3" CONC. ON 2" METAL DECK
(5" TOTAL), W/ #4 @ 9" O.C.,
EACH WAY @ LANDING
S-502
1 HSS BM. TO
HSS COL., TYP.
HSS12X2X5/16
HSS12X2X5/16
CONT. STRINGER
CONT. STRINGER
5
S-407
6
S-407
S-402
9 HSS TO
BM., SIM.
TYP.11
S-407
W10X22W10X22W10X22
T.O.S.= 111' - 6"
TYP.
C10x15.3
@C6X8.21' -9 3/8"S-401
7 BM. OVER COL.
S-401
11BM. TO
BM.
S-502
6CHANNEL
TO BM.
S-407
12 W BM. TO
HSS ABOVE,
TYP. OF 2
W10 TO COL.,
PER DETAIL 11/S-501
2
S-502W16X26W16X26 W16X26HSS10x5x3/8 ABOVE
T.O.S.= 114' - 3"
TYP.
S-404
9TYP.
W16X26 [C1]
3' - 4"4' - 0"4' - 0"
1
A B C D
KEYNOTES
1 SEE ARCH. AND SITE/CIVIL FOR ALL EXTERIOR, NON-STRUCTURAL CONCRETE.
2 VERTICAL FOOTING AND FOUNDATION WALL CONSTRUCTION JOINTS ARE NOT SHOWN. WHERE REQUIRED
BY CONTRACTOR, PROVIDE JOINT PER DTL. 7/S-300.
3 COORDINATE ALL OPENINGS IN FOUNDATION WALLS WITH ARCH., MECH., ELECT., AND PLUMBING. PROVIDE
ADDITIONAL REINFORCEMENT AT OPENINGS AS REQUIRED PER DTL. 10/S-300.
4 LOCATIONS OF SCJ'S ARE NOT SHOWN. CONTRACTOR SHALL SUBMIT A DETAILED LAYOUT OF PROPOSED
JOINT LOCATIONS A MIN. OF (7) DAYS PRIOR TO SLAB PLACEMENT FOR REVIEW AND APPROVAL. SEE DETAIL 6/S-300
FOR SLAB CONTRACTION JOINT REQUIREMENTS.
5 NON-BEARING WALLS, WINDOW AND DOOR OPENINGS, AND OTHER INTERIOR PARTITION WALLS ARE SHOWN
FOR INFORMATION ONLY. SEE ARCHITECTURAL FOR DIMENSIONS, LOCATIONS, AND SIZES OF THESE ELEMENTS.
6 PROVIDE REINFORCEMENT AT FOUNDATION WALL CORNERS AND FOOTING CORNERS PER DETAIL 1,2/S-300.
7 FLOOR DRAINS ARE NOT SHOWN FOR CLARITY. SEE PLUMBING DRAWINGS FOR FLOOR DRAIN REQUIREMENTS. SEE
DETAIL 9/S-300 FOR SLAB REQUIREMENTS AT FLOOR DRAINS.
8 COLUMN ISOLATION JOINTS SHOWN FOR REFERENCE ONLY. SEE DETAIL 8/S-300 FOR REQUIREMENTS AT
COLUMN ISOLATION JOINT.
9 BLOCKOUT TOP OF FOUNDATION WALL AT DOOR OPENING. SEE DETAIL 7/S-301.
10 SEE DETAIL 8/S-400 FOR REINFORCEMENT AT MASONRY WALL CORNERS AND INTERSECTIONS.
11 INTERIOR AND EXTERIOR MASONRY CONTROL JOINTS NOT SHOWN FOR CLARITY. COORDINATE LOCATION
OF JOINTS WITH ARCHITECTURAL DRAWINGS. SEE DETAIL 3/S-400 FOR REQUIREMENTS.
12 SEE DETAIL 5/S-400 FOR MASONRY WALL REQUIREMENTS AT INTERSECTION WITH HSS COLUMNS.
13 MASONRY HEADER AND JAMB REQUIREMENTS PER DETAIL 4/S-400.
14 STEEL STUD HEADER AND JAMB REQUIREMENTS PER DETAIL 2/S-403.
15 STEEL STUD WALL CORNER AND INTERSECTION REQUIREMENTS PER DETAIL 3, 4/S-403.
16 STEEL STUD WALL CONNECTION TO HSS COLUMN PER DETAIL 5/S-403.
17 FOOTING INTERSECTION TO FDN. WALL, PER DETAIL 3/S-301
18 TRENCH DRAIN PER DETAIL 4/S-301. SEE ARCH FOR LOCATION AND EXTENTS.
19 @ AT STAIR STRINGERS AND STAIR POST BEARING, THICKEN SLAB TO 8" THICK x 2'-0" WIDE WITH #4 @
9" O.C., CTRD. IN SLAB. CONNECT STRINGER TO SLAB PER DETAIL 2/S-402.
20 SEE DETAILS 5,6, AND 7/S-502 FOR REQUIREMENTS @ OF NON-BEARING CMU WALL CONNECTION
TO ROOF/BEAMS
21 OPEN WEB STEEL JOIST BRIDGING SHWON FOR REFERENCE ONLY. COORDINATE LOCATION AND NUMBER
OF BRIDGING BAYS WITH MANUFACTURER.
LEGEND
SHEARWALL/BEARING WALL, SEE STRUCT.
SECTIONS-
CAST-IN-PLACE CONC. FDN., SEE SCHEDULE
ON SHEET S-301-
P#.#
NEW CONCRETE COLUMN, SEE SCHEDULE
ON SHEET S-302
1i#S-#NEW STL. STUD SHEAR WALLS, SEE WALL
SCHEDULE ON SHEET S-302-
1i#C NEW CONCRETE WALLS, SEE WALL
SCHEDULE ON SHEET S-301-
NEW HOLD-DOWN, SEE HOLD-DOWN
SCHEDULE ON SHEET S-302-
WF-#
H#
MASONRY SHEARWALL/BEARING WALL, SEE
STRUCT. SECTIONS-
1i#M-#NEW MASONRY SHEAR WALLS, SEE WALL
SCHEDULE ON SHEET S-400-
SPREAD FOOTING MARK, SEE FOOTING
SCHEDULE ON SHT. S-301
F#.#
COL.
BP-#STRUCTURAL COLUMN, SEE PLAN
COL. BASE PLATE MARK, SEE BASE PLATE
SCHEDULE ON SHT. S-301
INDICATES LOCATION OF LATERAL ELEMENT,
REF. ELEVATIONS ON S-600& S-700 SHEETS-SHT.
NAME
W#X## [C#] (#")
BEAM SIZE
INDICATES COMPOSITE STEEL
BM., SEE SCH. & DETAILS ON
SHT. S-401 FOR REQ.
BEAM CAMBER (WHERE INDICATED)
INDICATES COLLECTOR LINE, SEE
SHEETS S-112a & S-113a
-
INDICATES BEAM TO COLUMN
CANTILEVER CONNECTION
-
TNMO AAN
SERPOFS GNDR
MENUEZ
NATE J.
No.15739 PE
A
T
N
IGSI
E
O L EREE ERIENProject Number:
Drawn By:
Reviewed By:
Approved By:
Issue Date
ThinkOne Architects
101 E Main St. Studio 1
Bozeman, MT, 59715
T: 406-586-7020
F: 406-586-8470
Architect MEP EngineerAssociate Architect
Landscape ArchitectCivil Engineer
Seal
BOZEMAN PUBLIC SAFETY CENTER
TCA Architecture + Planning
6211 Roosevelt Way Ne
Seattle, WA 58115
T: 206-522-3830
F: xxx-xxx-xxx
Associated Construction Engineering Inc.
12 N Broadway
Belgrade, MT, 59714
T: 406-388-3320
F: xxx-xxx-xxx
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
Design 5 Landscape Architecture
37 E Main St
Bozeman, MT, 59715
T: 406-587-4873
F: xxx-xxx-xxx
City of Bozeman
121 N Rouse Ave.
Bozeman, MT 59715
T: 406-582-2300
F: 406-582-2301
N. ROUSE AVE. & E. OAK ST.,
BOZEMAN MT
AndersonMasonDale Architects, P.C.
3198 Speer Boulevard
Denver, CO 80211
T: 303-294-9448
F: 303-294-0762
Associate Architect Structural Engineer
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
ISSUE FOR BID JUNE 04, 2020
ADDENDUM 01 JULY 01, 2020
ADDENDUM 03 JULY 07, 2020
ADDENDUM 04 JULY 27, 2020
8/10/2020 9:44:10 AMS-200
BUILDING SECTIONS AND ENLARGED
PLANS
2200.04500
MPB
JBF
NJM
BOZEMAN PUBLIC
SAFETY CENTER
2200.04500
Owner
32"128"16" 64"
S-2001/4" = 1'-0"
1ENLARGED FOUNDATION/SLAB PLAN
32" 128"16" 64"
S-2001/4" = 1'-0"
2ENLARGED 2ND FLOOR/LOWER ROOF FRAMING PLAN
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
UP
UP
1A-210
1A-210
OFFICE
110F
OFFICE
110G
SPECIAL
PROJECTS
119
OFFICE
110B
WOMEN'S RR
RR-120W
CONFERENCE
ROOM
118
JUV LOUNGE
110I
COMMONS
120
3A-210 3A-210
4A-210 4A-210
A-433
2
1
A-433
8
6
A-432
2
CUST.
108
OFFICE
100H
KITCHENETTE
105A
RR
RR-110
OFFICE
110A
PUBLIC
LOBBYL-100
DELIVERIES
100B INTERVIEW
100E
OFFICE
110C
OFFICE
110D
RECORDS
100A
MEN'S RR
RR-120M
INTERVIEW
100D WORK/COPY
115
MEN'S RR
RR-100M
WOMEN'S RR
RR-100W
INTERVIEW
100C
CONFERENCE
ROOM
112
CHIEF'S
OFFICE
114
DEPUTY
CHIEF'S
OFFICE116
OFFICE
110E
ICAC/ HUMAN
TRAFF.113
OUTSIDE
AGENCY111
B.1A.15A.14A.13A.12A.11A.10A.4A.3 A.9A.1
1.31.3
1.4 1.4
1.6
1.6
1.12 1.12
1.15 1.15
1.16 1.16
1.21.2
A.8A.7A.6A.5
1.9
1.9
1.17 1.17
1.13 1.13
1.11
1.8 1.8
1.10
1.14 1.14
1.7 1.7
STORAGE
ST-105
FAMILY CARE
100F
VESTIBULE
V-110
ELECT.
123
OFFICE -
REPORTS
110H
BRIEFING
122
ARMORY
124OFFICE
121
RR
RR-110I
COMMUNITY
ROOM
105
4' - 10"6' - 8"14' - 8"18' - 0"15' - 4"19' - 4"17' - 4"18' - 0"18' - 0"12' - 0"18' - 0"18' - 0"18' - 0"18' - 0"7' - 4"3' - 6"13' - 0"5' - 8"10' - 0"10' - 4"4' - 8"5' - 8"2' - 0"10' - 10"2' - 0"6' - 6"8"18' - 8"2' - 0"6' - 4"3' - 6"13' - 0"5' - 8"10' - 0"10' - 4"12' - 4"12' - 10"6' - 6"8"18' - 8"2' - 0"6' - 4"1.5
1.5
OFFICE
117
WA2
WA7-12
WA1
WA2 S-126.1
WA1
WA6-12
STAIR 2
S-106
VESTIBULE
V-105
OPEN OFFICE
110
STORAGE
ST-131
STAIR 1
S-102
CORRIDOR
C-110 CORRIDORC-115CORRIDOR
C-125
SECURE
INTERVIEW133
EQUIP.
110J
BUNK
125
CORRIDOR
C-120-N
STAIR 3
S-126
WATER
M-124
1
57
4
3
ELEV. 1
EL-102
ELEV 4
EL-260
1A-612
3A-612
CORRIDOR
C-120-S
A-434
2
1A-435
2
1A-434
3
A-435
3S-106.2
100A
100D117119A107
105.2121100C123119B100HL-100RR-110S-106.1100E
114116112122.1118B100B.2100B.1V-105.1V-100.2 RR-120M110I.2RR-100MRR-100W108
100F105.1125124
V-110.5
M-124ST-113
RR-120WAREA AAREA BAREA AAREA BA-431 1
2
A-4011
A-4021ELEV. 2
EL-106
809
A-202 A 1
A-202 A4
A-201
3
A-203 A1 3
C2a8-
B5a8 -
C2a
8 -
C2-r8 -
B3a3 -
G13 -
G13 -
C23 -
C23 -
C2ar3 -
C3a3 -
C3a3 -
C2ar3 -C2a8 -
C2ar8 -
B3a3 -
C2b3 -
B3a3 -
C2a8 -
C4a3 -
C4a
8 -
C4a3 -
C3a3 -C4a3 1/2
M121/2
C2ar
8 -
C2ar8 -
C3a3 -
C3a3 -
C3a3 -
C3a8 -
C2ai3 -
C4a6s1/2
M12 -
M
12 -
C2ar
8 -
C2a3 -
C2a8 -
C2-r3 -
C2c
3 -
G1s
3 -
G1s3 -118AC2a3 -
B3a3 -
C2b3 -
A-438
2
1
A-438
4
6
35
STORAGE
ST-113
A-434
G1c3 -
B3a6 -
C2a8 -
C2ar8 -
IT
107
4
VESTIBULE
V-100
A-4111
C3a
8 -
A-4131
SF-3
110I1.1
1.1
1' - 8"8"C2c3 -
C2c3 -1' - 4"A.2
122.24' - 0"10 1/2"2A-612
3A-611
2A-611
1A-611
4A-613 1A-613
1A-614
2A-6133A-613
A-4231
A-4221
A-4121
A-4236
A-461
3
A-462 31
2
A-461
4
1
5
A-462 6
A-451 9
A-4513
4
1
2
A-451
8
5
6
7 A-452
4
1
2
3
A-452
5
A-452
6
A-452
8
9 4.6% SLOPE99' - 6"5' - 1"100' - 0"
A-4051
A-4081
A-432
3
A-457
1
2
A-4573
2707
V-100.1
WA5
WA10a
BELOW ST-105110A110B110C110D110E110F110G110HV-105.21' - 4"
4"
4A-611
722
722
722
722
1
A-701
1
A-723
B3a3 -
B3a3 -
G1
3 -
G1
3 -
C2b3 -
G13 -
G13 -
B4a8 -
TA-26
WA10a
G13 -
BELOW
C2ar8 -
C2c
8 -
C2c8 -C2c
8 -
C2ar8 -
C4a3 1/2
C4a3 -ST-1312217
C2ar8 -
2313
2313 111113AG1c3 -
F1c
H -
G1c3 -
A-6324 A-6321
A-6335
A-63411
A-203 B
1
A-203 A
2
A-202 A
6
A-201 1
C3a3 -
G1c3 -
TA-27TA-27
30530514' - 0"7 3/8"S-102C2ar8 -
G1c
3 -
C2a3 -CLCL6 1/4"7' - 4"7 3/4"
A-7163
A-7162
A-6661
4
A-716
6' - 0"
4 1/2"
3' - 1"
CLR
18' - 9"
6' - 6"
10' - 10 1/2"6' - 3 1/2"5' - 6"
2"
9 1/4"12' - 7"11' - 8 3/4"
7"
3A-407
CLR
4' - 5 3/4"5' - 5"
11' - 3"2' - 1"
6' - 5 3/4"
5' - 5"7' - 2"5"6' - 3 1/2"
311311311311
3' - 2 1/4"4' - 3"
3' - 2"
6 3/4"
12' - 1 3/4"
8' - 1 1/4"4' - 0"3' - 4"1' - 4"4 3/4"2' - 0"1' - 4"8"1' - 8"7' - 7 1/8"6' - 2 1/2"
1' - 0"
5' - 0"
3' - 8"2' - 0"1' - 0"1' - 0"2' - 0"2' - 0"4' - 0"4' - 0"4' - 0"2' - 0"2' - 0"2' - 0"2' - 0"4' - 0"4' - 0"4' - 0"4' - 0"2' - 0"2' - 0"4' - 0"4' - 0"4' - 0"4' - 8"9' - 4"1' - 4"1' - 0 5/8"1' - 4"8"
1' - 8"3' - 4"1' - 4"6' - 8"8"8"6' - 8"1' - 4"8"8"1' - 8"100100
10"3' - 3 7/8"1' - 8"
A-40312' - 4"1' - 0"8"1' - 4 3/8"6 1/4"7 1/2"10' - 11 5/8"CONTRACTOR TO VERIFY1' - 3 3/4"12' - 5 1/2"5' - 2 1/2"2 3/4"RR-110I
7' - 0"JOINT
4" EXPANSION
4' - 0"
A-4577
2105
F1cH-2' - 6"2' - 8"5 1/4"
5' - 9"
5"
6' - 6 3/4"
A-7029
TYP AT
EXPOSED
COLUMNS
A-202 A
2
A-202 A
3
A-201
4
V-110.3
V-110.1
1' - 4"
4"
8"
3"4"
WA2
JAMB
8" TO
V-110.2A-5259
A-63812
22202201
2201
2220
2201
TYP
2220 2201
2201
1' - 0 5/8"22202220
EL-102.1
303
303
303
303 303
A-6329A-6326
110JA-6661
OPH
113BC3a3 -
C2a
3 -
C2ar8 -
C2ar8 -
C2ar8 -
C2ar8 -
C3a
3 -
C2ar8 -
C2ar8 -
C3a8 -
C2ar8 -C2ar8 -
C2ar
8 -
C2ar
8 -
C2ar8 -
C2a8 -
C2a3 -
WA2
TYP
2' - 6 1/4"1' - 10"1273
TYP OF 4
8"8"1010
G1c3 -
A-64610
A-64610
CL7' - 2"CL3' - 8"CL
5' - 8"2' - 8"B5a
8 -
C2-r3 -
4 1/2"
1001
A-511
6
A-6055 A-6055SIM
C2ar
3 -
C2ar3 -
2' - 5"2' - 5"3' - 1"6' - 4 1/2"
ASI
20
ASI
20
ASI
20
ASI
20
ASI
20
ASI
20
ASI
20
ASI
20
WORK NOTES GENERAL NOTES
1. REFER TO SHEET A-601 AND A-602 FOR EXTERIOR WALL, ROOF AND SOFFIT ASSEMBLIES
2. REFER TO SHEET A-603, A-604 AND A-605 FOR INTERIOR PARTITIONS
3. ALL PARTITIONS THAT APPEAR TO BE CENTERED ON GRIDLINE ARE IN FACT CENTERED. WALL
STUD CENTERED ON GRIDLINE, UON
4. PROVIDE MOISTURE RESITANT GYPSUM BOARD BEHIND ALL SINKS AND LAVATORIES AND
BEHIND SHOWERS
5. PROVIDE CEMETITIOUS BACK BOARD BEHIND ALL CERAMIC TILE INSTALLATIONS
6. PROVIDE FIRE TREATED BLOCKING AT ALL WALL MOUNTED EQUIMENT, ACCESSORIES (GRAB
BARS, MARKER BOARDS, ETC.) CABINETS, ETC.
7. ALL PARTITIONS ARE TYPE 'C2a' UON ON FLOOR PLANS OR ENLARGED PLANS
8. PROVIDE PLYWOOD OR FIRE TREATED WOOD BLOCKING AT ALL UPPER CABINETS, DOOR STOPS,
FLAT PANEL DISPLAYS, VISUAL DISPLAYS MARKER BOARDS AND SMART BOARDS
9. CLEARANCES AND OTHER DIMENSIONS SHOWN ON A-410 "TYPICAL MOUNTING HEIGHTS AND
CLEARANCES" ARE ABSOLUTE. SHOULD PLAN DIMENSIONS OR FIELD CONDITIONS RESULT IN
INADEQUATE CLEARANCES, NOTIFY ARCHITECT BEFORE PROCEEDING WITH WORK.
LEGEND
BRACE FRAME LOCATIONS, RE: A-605 (IN BUILDING AREA A)
1. INDICATES PARTITION FRAMING THAT IS IN-LINE/ INFILLED
BETWEEN STRUCTURE BRACE FRAME MEMBERS
2. INTERIOR FRAMING IS CENTER ON STRUCTURAL GRID UON.
3. RE: STRUCTURAL DWGs FOR MORE INFO
IDENTIFIES WALLS WITH CORNER GUARDS, TYP HEIGHT AT 7'-2" UON
RE: INTERIOR ELEVATIONS AND FINISH LEGEND (A-501) FOR MORE INFO
FIRE RATED WALL LEGEND
ONE HOUR FIRE BARRIER
TWO HOUR FIRE WALL PER IBC 706
1/2 HOUR FIRE PARTITION
WILLIAM A.
HANSON
1898
FOETATS MONT
A
N
AEMANZOB
T A N ANOM
A R C H IT ECTDES
NECIL Project Number:
Drawn By:
Reviewed By:
Approved By:
Issue Date
ThinkOne Architects
101 E Main St. Studio 1
Bozeman, MT, 59715
T: 406-586-7020
Architect MEP EngineerAssociate Architect
Landscape Architect
Information Technology
Civil Engineer
Seal
Project Number
Acoustical Engineer
TCA Architecture + Planning
6211 Roosevelt Way Ne
Seattle, WA 58115
T: 206-522-3830
Associated Construction Engineering Inc.
12 N Broadway
Belgrade, MT, 59714
T: 406-388-3320
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
Design 5 Landscape Architecture
37 E Main St
Bozeman, MT, 59715
T: 406-587-4873
BCER Engineering
10807 New Allegiance Dr., Suite 400
Colorado Springs, CO 80921
T: 719-533-1112
Big Sky Acoustics
PO BOX 27
Helena, MT 59624
T: 406-457-0407
Langlas & Associates, Inc.
1019 E Main Street, Suite 101
Bozeman, MT 59715
T: 406-585-3420
General Contractor
City of Bozeman
121 N Rouse Ave.
Bozeman, MT 59715
T: 406-582-2300
F: 406-582-2301
901 N. ROUSE AVE. & 300 E. OAK ST.,
BOZEMAN MT
AndersonMasonDale Architects, P.C.
3198 Speer Boulevard
Denver, CO 80211
T: 303-294-9448
Associate Architect Structural Engineer
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
ISSUE FOR CONSTRUCTION AUGUST 14, 2020
ISSUE FOR BID JUNE 04, 2020
ADDENDUM 01 JULY 01, 2020
ADDENDUM 03 JULY 07, 2020
ADDENDUM 04 JULY 27, 2020
ADDENDUM 05 AUGUST 7, 2020
ASI 016 OCTOBER 9, 2020
10/23/2020 9:29:04 AMA-101a
FLOOR PLAN - LEVEL 01 - AREA A
1825
AMD
SH
JT
BOZEMAN PUBLIC
SAFETY CENTER
1825
CITY OF BOZEMAN
4'16'2' 8'1/8" = 1'-0"
FLOOR PLAN - LEVEL 01 - AREA A TRUE NORTH
1273 CABLE GROMMET IN COUNTERTOP, CENTERED ON GLASS PANEL
2105 FIRE DEPARTMENT KNOX BOX, INCLUDE DOOR MASTER AND
ELEVATOR KEY
2201 WALL HYDRANT, RE: PLUMBING
2217 MOP BASIN , RE: PLUMBING
2220 ROOF OVERFLOW DRAIN DOWNSPOUT NOZZLE, RE: PLUMBING
2313 WALL MOUNTED RADIANT PANEL, RE: MECH
2707 ADA PUSH BOTTON, RE: TECH
100 GENERAL
303 PRE-CAST SPLASH BLOCK
305 SLAB DEPRESSION UNDER HD FILES, AT SOG ONLY. RECESS DEPTH 2"
MIN, VIF WITH EQUIPMENT VENDOR / MFR. SOG REQUIRES FLOOR
FLATNESS OF 45 AND A FLOOR LEVELNESS OF 35 FOR ALL HIGH
DENSITY STORAGE AREAS. RE: STRUC
311 CAST IN PLACE CONCRETE SHAFT WALL, RE: STRUC
722 FULL BUILDING EXPANSION JOINT, RE: EXPANSION JOINT SCHEDULE
ON A-501
809 STOREFRONT
1001 FOLDING PANEL PARTITION, PANEL WEIGHT 12 IBS PER SF, RE:
STRUCTURAL DRAWINGS FOR STEEL BEAM SUPPORT, CONNECTION
DETAILS PER MFR STANDARD DETAILS, RE: SPECS
1010 TRASH GROMMET
AREA A
AREA B
AREA C
AREA D
TA-26 MOP AND BROOM HOLDER
TA-27 STAINLESS STEEL SPLASH GUARDS
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
Bid DocumentsRFI RevisionDocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
Change Estimate Report
Project: Bozeman Public Safety Center CE No:35b
Project # 19426 Revision #
Change Source: RFI 066, ASI 019 Date:4/15/2021
Description:Area D Entry Footing Change
Category Quantity Unit Unit Cost Total
-$
03A.0320 1 sum 3,855.25$ 3,855.25$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
SUBTOTAL 3,855.25$
GC/CM Business Insurance 0.625% 24.10$
CM Fee 3.2% 124.14$
Bond 1.0% 40.03$
4,043.52$ TOTAL
Description
ADD
Area D Entry (ASI 019)
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
20 West Haley Springs Tel: 1-406-587-0806
Unit A Fax: 1-406-587-6279
PO Box 11078
Bozeman, MT 59719
Job Name/Number: Bozeman Public Saftey Center 11/12/2020 Change Order #009
Langlas ATTN: Loren Cantrel Job #
DESCRIPTION QUANTITY UNIT AMOUNT
Form work teardown - panels, ledge, and blockouts (2 Men - 2hr)4 $75.00 $300.00
Reinforcing tear out (2 Men - 2hr)4 $75.00 $300.00
Block-out and Ledge tear out (2 Men - 2hr)4 $75.00 $300.00
Rebuild Ledge for curb-wall add 8" (1man -2hr)2 $75.00 $150.00
Rebuld block-out 8"x8"x10'-0" (1man -2hr)2 $75.00 $150.00
Reinforcing fabrication and install (2men 2hr)4 $75.00 $300.00
Formwork Re-build - install panels, ledge, and blockouts (2
Men - 2hr) **wall thickness changed from 16" - 20"4 $75.00 $300.00
Added Concrete for 10'-8" wall changing from 16" to 20" 2.5 $173.00 $432.50
Added Pump time 0.25
Hilti hammer drill
HY-200 3 $48.75 $146.25
Demo Saw 1 $150.00 $150.00
Added Reinforcing (fabrication new verts and add horizontal bar)1 $421.56 $421.56
1/2" plywood 1 $31.84 $31.84
2x6x16 DF 4 $26.43 $105.72
Admin Time 2 $125.00 $250.00
Schedule Impact 1 Day
Loss of Productoin (4 men-6hrs)24 Hours
Subtotal $3,337.87
Overhead 10%$333.79
Profit 5%$183.58
Total $3,855.24
Customer Signature Date
THANK YOU FOR DOING BUSINESS WITH US. WE LOOK FORWARD TO SERVING YOU AGAIN.
Web: www.eastoncompanies.com
CHANGE ORDER
AREA D WALL CHANGE RFI-66/ASI-19
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
101 East Main – Studio One Bozeman, Montana 59715 phone: 406.586.7020 fax: 406.586.8470
ARCHITECTURAL SUPPLEMENTAL INSTRUCTIONS
Project Name: Bozeman Public Safety Center Project No.: 1825
Location: Bozeman, Montana ASI No.: 19
Owner: City of Bozeman Contractor: Langlas & Associates
121 North Rouse Avenue 1019 East Main Street
Bozeman, Montana 59715 Bozeman, Montana 59715
The Work shall be completed in accordance with the following supplemental instructions issued in accordance
with the Contract Documents without change to the Contract Amount or Contract Time.
SUPPLEMENTAL INSTRUCTIONS:
The purpose of this ASI is to coordinate the west wall foundation at the Fire Department Vestibule (V-180) Entry.
Sheet A -101d – Level 01 – Area D - See clouded for entry area D.
Sheet A-619 – Wall Section – Area D
- See clouded area for changed wall type for entry area D.
ATTACHMENTS: SHEET A-101d – LEVEL 01 – AREA D SHEET A-619 – WALL SECTION – AREA D
ThinkOne Elizabeth Seidel 10/26/20
ISSUED BY (CONSULTANT) AUTHORIZED AGENT DATE
By proceeding with the Work in accordance with these instructions, the Contractor acknowledges that there will
be no change to the Contract Amount or Contract Time.
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
OOD.4 D.4
D.6 D.6
D.5 D.5
3
A-210
3
A-210
4
A-210
4
A-210
SHOWER
RR-161
SHOWER
RR-163
VESTIBULE
V-180
D.2 D.2
A-4364
3
2
FD STORAGE
160C
SLEEPING
ROOM
172
EMS
196
EMS
194
TRAINING
192
OFFICE
184
ADMIN
182
FIRE CHIEF
198
CONFERENCE
193
OPEN OFFICE
185
DAYROOM
183
KITCHEN/
DINING
181
EMS
STORAGE
160D
WATER/ELECT.
169 LAUNDRY
167
LOBBY
L-180
SLEEPING
ROOM
170
SLEEPING
ROOM
174
SLEEPING
ROOM
168
SLEEPING
ROOM
166
SLEEPING
ROOM
164
OFFICE
162
RR
RR-180
SLEEPING
ROOM
162A
FF WORK
AREA
160A
SHOWER
RR-165
CORRIDOR
C-190
CORRIDOR
C-170
OFFICE
160B
AIR LOCK/
BOOTWASH
V-160
IT
176
SHOWER
RR-162
RR
RR-189
BATTALION
CHIEF
188
FIRE
MARSHAL
186
D.1 D.1
2.15 2.13 2.11 2.9 2.6 2.5 2.3 2.1
C.6 C.6
D.3D.3
2.22.7
OPERATIONS
CHIEF
190
1' - 2"13' - 2"8' - 8"12' - 8"19' - 0"21' - 4"17' - 4"26' - 10"24' - 6"30' - 8"22' - 10"3' - 4" 32' - 6"10' - 4" 11' - 2" 20' - 10" 10' - 2"
CUSTODIAL
171
STORAGE
ST-183CUSTODIAL
183A
AREA C
AREA D
BREAK RM
191 ADA SHOWER
RR-187
WA6-12
WA1
WA2
WA7-12
WA6-12
WA1
A-204
4169174172170V-160.3168166164176
RR-180198
160B 167184186188190192194196V-160.2
160C160DV-160.1171V-190.2182183RR-189
RR-187
181.2181.3183A L-180.2
162ARR-162162
181.1
AIRLOCK
V-170
CORRIDOR
C-180
VESTIBULE
V-190
1
WA6-12
WA2
WA1
WA2
WA1
WA2
C4ar
6s1/2
A-202 B1
A-203 C 2
A-203 C 3
V-170.1C3a
3 -C3a
6s -
C3a
6s -
C3a
3 -
C3a
6s -
C3a
3 -
C3a
6s -
C3a
3 -
C4a
6s -
C2a
3 -C4ar
6s -
C4a
6s -
C2a
3 -
C2a
3 -
C2-r
3 -
C2-r
3 -
C2-r
3 -
C2p
3 -
C2p
3 -
C2
3 -
C4a
6s -
C4a
6s -
E4a
6 -
C4a
6s -
C4a
6s -
C4a
6s -
C4a
3 1/2
M
12 -
C2-r
3 -
M
12 -
C2br
3 -
C2a
3 -
C2
3 -
C4a
6s -
C2
6s -
C2-r
6s -
C2ar
6s -
M
121/2
C2a
3 -
C2a
6 -
G1
3 -
C2a
6s -
C2
3 -
C4ar
3 -
WA2
3' - 4"V-180.1A-4394
1
2
3
10061006V-170.2C2p
3 -
2201
2.4
3
A-619
4
A-617
3
A-617
1
A-617
1
A-618
2
A-618
4A-618
5
A-619
6
A-619
3A-618
1
A-619
2
A-617
199' - 4"85' - 0"5
A-617
C2-r
3 -
A-415
1
A-415
10
A-414
1
C3ar
6s -
A-463
5
4
A-4641 2
A-464
4
3
A-4552
A-455
1A-4557
4
5
6A-455
3
A-456 1
2
A-456 3
A-456 4
5
2209
L-180.1V-170.3A-455 10
11
A-455
8
A-4365
6
A-4559 185193191V-190.1C4a
3 -
C4a
3 -
C2a
6s -
G2a
3 1/2
C2ar
6s -
C4ar
6s -
A-4636
TYP
RR-165RR-163RR-16112' - 0"14' - 2"12' - 2"10' - 0"6' - 8"6' - 8"2' - 0"6' - 8"5' - 8"1' - 0"2313
WA10a
BELOWL-180.33' - 4"1' - 4"34' - 0"23' - 0"
2A-619
2"
M
8 -
M
8 -
WA1
A-665
10
A-662
4
1' - 4"3' - 4"3' - 4"
3' - 4"1' - 4"1' - 4"3' - 4"2' - 8"7' - 2"A-201
2
A-201
2
A-202 B2CLEQEQ
C2ar
6s -C2ar
6s -
10' - 0"
C2a
8 -V-180.2TA-26
2217
TA-27TA-27
TA-27TA-27TA-26 2217
3
A-703
A-414
14
TYP.
3' - 6"
2
A-703
3
A-703
2
A-703
723723
1' - 2"3' - 8"10' - 1 1/2"10' - 0 1/2"9' - 10 1/4"12' - 11 3/4"
2' - 2 1/4"9' - 6 3/4"7' - 0 1/4"
6' - 8"10' - 0"8"5' - 4"
4' - 8"10' - 8"5' - 4"5' - 4"10' - 8"10' - 8"4' - 0"6' - 8"10' - 8"7' - 2"3' - 6"10' - 8"
16' - 0"8' - 8"2' - 0"10' - 8"8' - 0"2' - 8"12' - 0"4"3' - 8"4' - 8"4' - 0"4' - 8"2' - 8"1' - 0"2' - 4"3' - 8"4' - 0"2' - 2"1' - 4"9' - 8"4"8' - 4"2' - 4"10' - 4"4"10' - 8"8' - 0"2' - 0"10' - 0"2' - 6"6' - 10"9' - 4"43' - 4"A-662
3
1' - 8"OF MULLION2 3/4" TO BACK5' - 4"4' - 2"8"6 1/2"9' - 9 1/4"8' - 5 3/4"
10' - 3"2' - 2 3/4"10' - 2 1/2"9 1/4"6' - 1 3/4"15' - 6 1/2"15' - 2 3/4"
5' - 10"
6 1/2"2' - 2"
2' - 0"2' - 0"2' - 0"
10' - 2"9' - 10"8"
2' - 0"2' - 0"2' - 6"
7 1/2"10"MAS WALL6" END OF 4' - 0"
2' - 8"
7' - 10 1/2"
2' - 1"
C2ar
3 -
915 915
915
916916 916916
918 918 918918 918 918 918918
A-439
9
M
12 -
A-665
11
A-665
11
A-665
11
OPH
2' - 1"
11 3/8"4' - 8"2"
OPH
1' - 2"
3' - 3 1/2"2' - 6"2' - 6"2201
A-203 B 2
2201 2201
2201
M
4 -
22202220
2220 2220
303
303303
303303
WA2
A-722
8
3' - 0 3/4"
M
12 -
C3a
3 -
C3a
6s -
1010
1009 TYP
1009
3' - 0"3' - 0"
A-2049 6
A-722
3
A-722
6
A-646
10
CL1' - 0"CL5' - 0"F1c
H -
303
720
720
ASI
20
WORK NOTES GENERAL NOTES
1. REFER TO SHEET A-601 AND A-602 FOR EXTERIOR WALL, ROOF AND SOFFIT ASSEMBLIES
2. REFER TO SHEET A-603, A-604 AND A-605 FOR INTERIOR PARTITIONS
3. ALL PARTITIONS THAT APPEAR TO BE CENTERED ON GRIDLINE ARE IN FACT CENTERED. WALL
STUD CENTERED ON GRIDLINE, UON
4. PROVIDE MOISTURE RESITANT GYPSUM BOARD BEHIND ALL SINKS AND LAVATORIES AND
BEHIND SHOWERS
5. PROVIDE CEMETITIOUS BACK BOARD BEHIND ALL CERAMIC TILE INSTALLATIONS
6. PROVIDE FIRE TREATED BLOCKING AT ALL WALL MOUNTED EQUIMENT, ACCESSORIES (GRAB
BARS, MARKER BOARDS, ETC.) CABINETS, ETC.
7. ALL PARTITIONS ARE TYPE 'C2a' UON ON FLOOR PLANS OR ENLARGED PLANS
8. PROVIDE PLYWOOD OR FIRE TREATED WOOD BLOCKING AT ALL UPPER CABINETS, DOOR STOPS,
FLAT PANEL DISPLAYS, VISUAL DISPLAYS MARKER BOARDS AND SMART BOARDS
9. CLEARANCES AND OTHER DIMENSIONS SHOWN ON A-410 "TYPICAL MOUNTING HEIGHTS AND
CLEARANCES" ARE ABSOLUTE. SHOULD PLAN DIMENSIONS OR FIELD CONDITIONS RESULT IN
INADEQUATE CLEARANCES, NOTIFY ARCHITECT BEFORE PROCEEDING WITH WORK.
LEGEND
BRACE FRAME LOCATIONS, RE: A-605 (IN BUILDING AREA A)
1. INDICATES PARTITION FRAMING THAT IS IN-LINE/ INFILLED
BETWEEN STRUCTURE BRACE FRAME MEMBERS
2. INTERIOR FRAMING IS CENTER ON STRUCTURAL GRID UON.
3. RE: STRUCTURAL DWGs FOR MORE INFO
IDENTIFIES WALLS WITH CORNER GUARDS, TYP HEIGHT AT 7'-2" UON
RE: INTERIOR ELEVATIONS AND FINISH LEGEND (A-501) FOR MORE INFO
FIRE RATED WALL LEGEND
ONE HOUR FIRE BARRIER
TWO HOUR FIRE WALL PER IBC 706
1/2 HOUR FIRE PARTITION
WILLIAM A.
HANSON
1898
FOETATS MONT
A
N
AEMANZOB
T A N ANOM
A R C H IT ECTDES
NECIL Project Number:
Drawn By:
Reviewed By:
Approved By:
Issue Date
ThinkOne Architects
101 E Main St. Studio 1
Bozeman, MT, 59715
T: 406-586-7020
Architect MEP EngineerAssociate Architect
Landscape Architect
Information Technology
Civil Engineer
Seal
Project Number
Acoustical Engineer
TCA Architecture + Planning
6211 Roosevelt Way Ne
Seattle, WA 58115
T: 206-522-3830
Associated Construction Engineering Inc.
12 N Broadway
Belgrade, MT, 59714
T: 406-388-3320
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
Design 5 Landscape Architecture
37 E Main St
Bozeman, MT, 59715
T: 406-587-4873
BCER Engineering
10807 New Allegiance Dr., Suite 400
Colorado Springs, CO 80921
T: 719-533-1112
Big Sky Acoustics
PO BOX 27
Helena, MT 59624
T: 406-457-0407
Langlas & Associates, Inc.
1019 E Main Street, Suite 101
Bozeman, MT 59715
T: 406-585-3420
General Contractor
City of Bozeman
121 N Rouse Ave.
Bozeman, MT 59715
T: 406-582-2300
F: 406-582-2301
901 N. ROUSE AVE. & 300 E. OAK ST.,
BOZEMAN MT
AndersonMasonDale Architects, P.C.
3198 Speer Boulevard
Denver, CO 80211
T: 303-294-9448
Associate Architect Structural Engineer
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
ISSUE FOR CONSTRUCTION AUGUST 14, 2020
ISSUE FOR BID JUNE 04, 2020
ADDENDUM 01 JULY 01, 2020
ADDENDUM 03 JULY 07, 2020
ADDENDUM 04 JULY 27, 2020
ADDENDUM 05 AUGUST 7, 2020
ASI 016 OCTOBER 9, 2020
10/21/2020 4:03:04 PMA-101d
FLOOR PLAN - LEVEL 01 - AREA D
1825
AMD
SH
JT
BOZEMAN PUBLIC
SAFETY CENTER
1825
CITY OF BOZEMAN
4'16'2' 8'
1/8" = 1'-0"
FLOOR PLAN - LEVEL 01 - AREA D
AREA A
AREA B
AREA C
AREA D
2313 WALL MOUNTED RADIANT PANEL, RE: MECH303 PRE-CAST SPLASH BLOCK
720 4" DIAMETER METAL DOWNSPOUT
723 EXTENT OF HORIZONTAL UNDERSLAB INSULATION, RE: WALL
SECTION
915 ABUSE RESISTANT GB BELOW COUNTERTOP
916 ABUSE RESISTANT GB BOTH SIDES OF PARTITION
918 ABUSE RESISTANT GB, BEHIND BED FRAME HEAD, UP TO 4'-0" AFF
1006 BOLLARD, RE: SPECS
1009 WIRE/CABLE GROMMET
1010 TRASH GROMMET
2201 WALL HYDRANT, RE: PLUMBING
2209 DRINKING FOUNTAIN, RE: PLUMBING
2217 MOP BASIN , RE: PLUMBING
2220 ROOF OVERFLOW DRAIN DOWNSPOUT NOZZLE, RE: PLUMBING
TA-26 MOP AND BROOM HOLDER
TA-27 STAINLESS STEEL SPLASH GUARDS
ASI 19 OCTOBER 26, 2020
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
D.6D.5
LEVEL 1 -NORTH
98' -0"
10
A-665
2
A-619
A-714
1A-714
4
CW-11
107' -10 3/8" T.O. STEEL
ASI
20
2.7
LEVEL 1 -NORTH
98' -0"
1
A-619
A-714
4 A-714
7 SIM
WA6-12
ISF-15
ASI
20
CONCRETE FOUNDATION WALL
PROVIDE REINFORCEMENT PER
WALL TYPE 20C ON CONCRETE
WALL-SCHEDULE BRICK LEDGE ELEVATION
A-630
6SIM.
12 M-2
2.15
LEVEL 1 -NORTH
98' -0"
3 7/8"A-663
3
A-660
2
A-665
2
A-661
5
A-661
4 7' - 0"7' - 0" R.O.2' - 4"114' -4" T.O. FRAMING
WA5-6
WA1
D.2
LEVEL 1 -NORTH
98' -0"
A-663
9
3' - 1"
1" / 12"
A-660
8
4' - 0"
WA3RA1
114' -4" T.O. FRAMING
110' -8" B.O. FRAMING
111' -0" T.O. HSS
1' - 1"
A-706
8
12' - 8"4" 3' - 4"
2.9
LEVEL 1 -NORTH
98' -0"
A-660
2
A-661
5
A-661
4
A-663
3
A-665
2
WA1
WA5-6
RA1
114' -4" T.O. FRAMING
2' - 4" 7' - 0" R.O.7' - 0"WORK NOTES
GENERAL NOTES
1. WALL SECTIONS ARE FOR COORDINATION, DIMENSIONING,
AND REFERENCING LARGER DETAILS AND SCHEDULES
WITHIN THE BALANCE OF THE CONTRACT
DOCUMENTS.WHEN DISCREPANCIES OCCUR, THE LARGER
SCALE DETAIL SHALL TAKE PRECEDENT.
WILLIAM A.
HANSON
1898
FOETATS MONT
A
NAEMANZOB
TA N ANOM
A R C H IT ECTDES
N
ECIL Project Number:
Drawn By:
Reviewed By:
Approved By:
Issue Date
ThinkOne Architects
101 E Main St. Studio 1
Bozeman, MT, 59715
T: 406-586-7020
Architect MEP EngineerAssociate Architect
Landscape Architect
Information Technology
Civil Engineer
Seal
Project Number
Acoustical Engineer
TCA Architecture + Planning
6211 Roosevelt Way Ne
Seattle, WA 58115
T: 206-522-3830
Associated Construction Engineering Inc.
12 N Broadway
Belgrade, MT, 59714
T: 406-388-3320
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
Design 5 Landscape Architecture
37 E Main St
Bozeman, MT, 59715
T: 406-587-4873
BCER Engineering
10807 New Allegiance Dr., Suite 400
Colorado Springs, CO 80921
T: 719-533-1112
Big Sky Acoustics
PO BOX 27
Helena, MT 59624
T: 406-457-0407
Langlas & Associates, Inc.
1019 E Main Street, Suite 101
Bozeman, MT 59715
T: 406-585-3420
General Contractor
City of Bozeman
121 N Rouse Ave.
Bozeman, MT 59715
T: 406-582-2300
F: 406-582-2301
901 N. ROUSE AVE. & 300 E. OAK ST.,
BOZEMAN MT
AndersonMasonDale Architects, P.C.
3198 Speer Boulevard
Denver, CO 80211
T: 303-294-9448
Associate Architect Structural Engineer
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
ISSUE FOR CONSTRUCTION AUGUST 14, 2020
ISSUE FOR BID JUNE 04, 2020
ADDENDUM 01 JULY 01, 2020
ADDENDUM 03 JULY 07, 2020
ADDENDUM 04 JULY 27, 2020
ADDENDUM 05 AUGUST 7, 2020
ASI 016 OCTOBER 9, 2020
10/27/2020 10:40:04 AMA-619
WALL SECTIONS - AREA D
1825
MB
SH
JT
BOZEMAN PUBLIC
SAFETY CENTER
1825
CITY OF BOZEMAN
6"4'1' 2'
A-6193/8" = 1'-0"
1WALL SECTION - VESTIBULE AT FD - 1
6"4'1' 2'
A-6193/8" = 1'-0"
2WALL SECTION - VESTIBULE AT FD - 2
6"4'1' 2'
A-6193/8" = 1'-0"
3WALL SECTION - GL 2.15
6"4'1' 2'
A-6193/8" = 1'-0"
5WALL SECTION - SOUTH ENTRY - AREA D
6"4'1' 2'
A-6193/8" = 1'-0"
6WALL SECTION - GL 2.9
ASI 19 OCTOBER 26, 2020
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
LEVEL 1 -NORTH
98' -0"2' - 0"100' -0" T.O. CONCRETE
WA10b
2.9
6" 4'1' 2'A-6193/8" = 1'-0"
2WALL SECTION - VESTIBULE AT FD - 2
LEVEL 1 -NORTH
98' -0"
20
CONCRETE FOUNDATION WALL
PROVIDE REINFORCEMENT PER
WALL TYPE 20C ON CONCRETE
WALL-SCHEDULE BRICK LEDGE ELEVATION
A-630
6SIM.
12 M-2
6"4'1' 2'
A-6193/8" = 1'-0"
2WALL SECTION - VESTIBULE AT FD - 2
Bid Documents
ASI Revision
2.7
7
S-305
16C
LATION JOINTS
PERMITTED AT
OSED SLAB-ON-
GRADE AREAS
8"EXTENSION, TYP.2" STEM WALL6' - 0"
T.O.C.= 97
@ PIER
TYP.
S-203
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
Change Estimate Report
Project: Bozeman Public Safety Center CE No:46
Project # 19426 Revision #1
Change Source: RFI 065 Date:4/15/2021
Description:Revision and Rework of Area D Wall - Along GL D.2 at V-190
Category Quantity Unit Unit Cost Total
-$
03A.0320 1 sum 884.15$ 884.15$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
SUBTOTAL 884.15$
GC/CM Business Insurance 0.625% 5.53$
CM Fee 3.2% 28.47$
Bond 1.0% 9.18$
927.33$ TOTAL
Description
ADD
Footing and Wall Change at V-190 Vestibule
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
20 West Haley Springs Tel: 1-406-587-0806
Unit A Fax: 1-406-587-6279
PO Box 11078
Bozeman, MT 59719
Job Name/Number: Bozeman Public Saftey Center 11/12/2020 Change Order #008
Langlas ATTN: Loren Cantrel Job #
DESCRIPTION QUANTITY UNIT AMOUNT
Formwork teardown & re-form 2 $75.00 $150.00
Reinforcing tear out & add (demo saw)2 $75.00 $150.00
Replacement reinforcing, 6 #4 Z-bars, 3 #4 straight bars 1 $230.00 $230.00
Admin Time 0.5 $125.00 $62.50
Loss of production 4 $75.00 $300.00
4500 PSI Concrete 1 $173.00 $173.00
Schedule Impact .25 Days
Loss of production 4
Subtotal $1,065.50
Overhead 10%$106.55
Profit 5%$58.60
Total $1,230.65
Customer Signature Date
THANK YOU FOR DOING BUSINESS WITH US. WE LOOK FORWARD TO SERVING YOU AGAIN.
Web: www.eastoncompanies.com
CHANGE ORDER
RFI# 065_Footing and Wall Change @ Area D GL D2/2.11
$765.50
$76.55
$42.10
$844.15
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
Date Issued:
To:Submitted by:
Attn:
Email:Reference:
Tel:Fax
Subject:
Information Requested:
Potential Cost Impact Potential Sched. Impact Response Requested By:
Response:
Signed By:Date Answered:
RFI Direction Notice:
Proceed with work as noted above.
Do not proceed with work. Please provide pricing for work as described above.
Distribution
RFI #Request For Information
2270 Grant Road Billings, MT 59102 P 406.656.0629 F 406.656.1088
1019 East Main St., Suite 101 Bozeman, MT 59715 P 406.585.3420 F 406.585.4110
280 East Front., Suite B Missoula, MT 59802 P 406.215.1356 F 406.926.2005
Bozeman Public Safety Center 65
ThinkOne Architects
Jon Wirth
jwirth@think1.com
(406) 586-7020
10/26/2020
Sam Holt
Langlas & Associates, Inc.
A-101d, S-101d, A-619
Area D Wall - Along GL D.2 at V-190
This RFI is to show the foundation wall along gridline D.2 per conversation onsite with Think1 - revision to detail 5/A-619.
The footing and wall runs under the framed wall as shown on 4/S-305.
This RFI is meant to formally record this item.
4 11/3/20
Langlas & Associates- File
Russell Pierce - LL
Elizabeth Oliver - LL
Mark Dehn - LL
Jon Wirth - Think1
Elizabeth Seidel - Think1
Will Sanzone - LL
See attached Wall Section 5/A-619 to indicate foundation wall location under framedwall as indicated on S-101d. S-101d indicates inset alcove from GL D.2 of framed
wall/foundation wall assembly condition (4/S-305 - TYP UNO) for Vest V-190. Thickened
entry door slab per 5/A-619 and as indicated in 8/S-305 for typical conditions.
Jon Wirth, Nate Menuez Oct. 27, 2020
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
RFI
Information requested:
______________________________________________________________________________________________
______________________________________________________________________________________________
______________________________________________________________________________________________
Description:
Signature: _____________________________________________________ Date:________________
Response:
PROJECT:
RFI # SPEC SECTION #
SENT DATE REVISION #
CONTRACTOR SUPERINTENDANT
ARCHITECT ENGINEER
TO FROM
Signature:Date:
TYP., @
EXT. U.N.O.5
H1
ELIMINATE CONT. WALL
SHOWN IN YELLOW.
REPLACE WITH WALL
SHOWN IN ORANGE
BPSC
03 30 00
10/22/2020
LANGLAS RUSSELL P.
THINK 1 MMI
LANGLAS EASTON
PROVIDE WRITTEN RESPONSE TO FIELD DIRECTIVE GIVEN ON INCORRECT DETAILS SHOWN BELOW.
FIELD DIRECTIVE GIVEN
10/23/2020
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
S-101D SHOWS CONT. WALL AND INT. AND
EXT. STRIP FOOTINGS AT DIFFERENT
ELEVATIONS
A-101D
5/A-619 SHOWS THICKENDED EDGE SLAB
8/A-660 SHOWS THICKENDED EDGE SLAB
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
Hold TOW down 8"for entry per 8/S-3053'-1"DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
D.6D.5
LEVEL 1 -NORTH
98' -0"
10
A-665
2A-619
A-714
1A-714
4
CW-11
107' -10 3/8" T.O. STEEL
ASI
20
2.7
LEVEL 1 -NORTH
98' -0"
1
A-619
A-714
4 A-714
7 SIM
2' - 0"WA6-12
100' -0" T.O. 12 M-2 RE: STRUCT.
ISF-15
ASI
20
CONCRETE FOUNDATION WALL
PROVIDE REINFORCEMENT PER
WALL TYPE 20C ON CONCRETE
WALL-SCHEDULE BRICK LEDGE ELEVATION
A-630
6SIM.
12 M-2
2.15
LEVEL 1 -NORTH
98' -0"
3 7/8"A-663
3
A-660
2
A-665
2
A-661
5
A-661
4 7' - 0"7' - 0" R.O.2' - 4"114' -4" T.O. FRAMING
WA5-6
WA1
D.2
LEVEL 1 -NORTH
98' -0"
A-663
9
3' - 1"
1" / 12"
A-660
8
WA3RA1
114' -4" T.O. FRAMING
110' -8" B.O. FRAMING
111' -0" T.O. HSS
1' - 1"
A-706
8
12' - 8"4" 3' - 4"
RFI_065
2.9
LEVEL 1 -NORTH
98' -0"
A-660
2
A-661
5
A-661
4
A-663
3
A-665
2
WA1
WA5-6
RA1
114' -4" T.O. FRAMING
2' - 4" 7' - 0" R.O.7' - 0"WORK NOTES
GENERAL NOTES
1. WALL SECTIONS ARE FOR COORDINATION, DIMENSIONING,
AND REFERENCING LARGER DETAILS AND SCHEDULES
WITHIN THE BALANCE OF THE CONTRACT
DOCUMENTS.WHEN DISCREPANCIES OCCUR, THE LARGER
SCALE DETAIL SHALL TAKE PRECEDENT.
WILLIAM A.
HANSON
1898
FOETATS MONT
A
NAEMANZOB
TA N ANOM
A R C H IT ECTDESNECIL Project Number:
Drawn By:
Reviewed By:
Approved By:
Issue Date
ThinkOne Architects
101 E Main St. Studio 1
Bozeman, MT, 59715
T: 406-586-7020
Architect MEP EngineerAssociate Architect
Landscape Architect
Information Technology
Civil Engineer
Seal
Project Number
Acoustical Engineer
TCA Architecture + Planning
6211 Roosevelt Way Ne
Seattle, WA 58115
T: 206-522-3830
Associated Construction Engineering Inc.
12 N Broadway
Belgrade, MT, 59714
T: 406-388-3320
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
Design 5 Landscape Architecture
37 E Main St
Bozeman, MT, 59715
T: 406-587-4873
BCER Engineering
10807 New Allegiance Dr., Suite 400
Colorado Springs, CO 80921
T: 719-533-1112
Big Sky Acoustics
PO BOX 27
Helena, MT 59624
T: 406-457-0407
Langlas & Associates, Inc.
1019 E Main Street, Suite 101
Bozeman, MT 59715
T: 406-585-3420
General Contractor
City of Bozeman
121 N Rouse Ave.
Bozeman, MT 59715
T: 406-582-2300
F: 406-582-2301
901 N. ROUSE AVE. & 300 E. OAK ST.,
BOZEMAN MT
AndersonMasonDale Architects, P.C.
3198 Speer Boulevard
Denver, CO 80211
T: 303-294-9448
Associate Architect Structural Engineer
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
ISSUE FOR CONSTRUCTION AUGUST 14, 2020
ISSUE FOR BID JUNE 04, 2020
ADDENDUM 01 JULY 01, 2020
ADDENDUM 03 JULY 07, 2020
ADDENDUM 04 JULY 27, 2020
ADDENDUM 05 AUGUST 7, 2020
ASI 016 OCTOBER 9, 2020
10/27/2020 12:05:24 PMA-619
WALL SECTIONS - AREA D
1825
MB
SH
JT
BOZEMAN PUBLIC
SAFETY CENTER
1825
CITY OF BOZEMAN
6"4'1' 2'
A-6193/8" = 1'-0"
1WALL SECTION - VESTIBULE AT FD - 1
6" 4'1' 2'
A-6193/8" = 1'-0"
2WALL SECTION - VESTIBULE AT FD - 2
6" 4'1' 2'
A-6193/8" = 1'-0"
3WALL SECTION - GL 2.15
6" 4'1' 2'
A-6193/8" = 1'-0"
5WALL SECTION - SOUTH ENTRY - AREA D
6" 4'1' 2'
A-6193/8" = 1'-0"
6WALL SECTION - GL 2.9
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
1
Elizabeth Oliver
From:Casey Bennett <casey@eastoncompanies.com>
Sent:Thursday, February 11, 2021 4:45 PM
To:Elizabeth Oliver
Cc:Sam Holt; Russell Pierce
Subject:RE: BPSC CHANGE ORDERS
Attachments:RFI 65 COMPILED.pdf; AREA D REINFORCING FROM APPROVED SHOPS.pdf
Follow Up Flag:Follow up
Flag Status:Flagged
Categories:Bozeman Safety Center
Beth-
To answer the comments below regarding denying this CO. The field directive change came after the footing for area D
was built for that area, thus the reason for cutting out bar, and footing re-build, as well as the addition of the wall verts
and corners.
Please also see the attached snipits from the approved reinforcing shops. They do not show what was built in the field,
they show what the CD drawings show which is a lowered wall that has the slab pour over it, and a thickened edge
footing for the framed walls above, not full ht. concrete walls.
From this I don’t see how we would have known about this change prior to building it per. the current Construction
Documents at that time, which resulted in RFI 65.
Thank you
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
NO WALL REINFORCING
PROVIDED IN THESE SHOPS
FOR THE WALL SHOWN IN
GREEN. THE SHOP
DRAWINGS SHOW THE T.E.
FOOTING WITH THE STEEL
STUD WALL ABV. THAT IS
WHY THEY CALL OUT 3 #4
4D07 DWL. THESE WOULD
HAVE BEEN IN THE T.E.
FOOTING TIEING BACK TO
THE WALL.
THIS DOES NOT REFLECT
WHAT WAS BUILT IN THE
FIELD FOLLOWING RFI# 67
I DONT GET A CREDIT BACK
FROM MY SUPPLIER FOR
BAR THAT IS FABRICATED.
THE ADDED Z' BARS ARE TO
TIE IN THE CONTINUOUS
FOOTING PER. RFI (NOT
SHOW IN THESE
DRAWINGS. AND FOR THE
ADDED WALL CORNERS
NOT SHOWN IN THESE
SHOPS.
Wall still shown on the shop
drawings and accurate per
detail 14, and CD drawings
prior to RFI 75 65
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
Change Estimate Report
Project: Bozeman Public Safety Center CE No:60
Project # 19426 Revision #
Change Source: RFI 032 Date:2/24/2021
Description:Revised Brick Ledge at Grid A.4
Category Quantity Unit Unit Cost Total
-$
03A.0320 1 sum 1,024.77$ 1,024.77$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
SUBTOTAL 1,024.77$
GC/CM Business Insurance 0.625% 6.40$
CM Fee 3.2% 33.00$
Bond 1.0% 10.64$
1,074.82$ TOTAL
Dimensions of concrete foundation wall brick ledge differed from architectural to structural. RFI response eliminated air gap
shown on structural detail 2/S-308, which required rework of formwork and reinforcement to change offset from 1'-4" to 8".
Footing had been placed, requiring drilling and epoxy of rebars into footing to align with narrower foundation wall.
Description
ADD
Formwork and Reinforcement Rework
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
20 West Haley Springs Tel: 1-406-587-0806
Unit A Fax: 1-406-587-6279
PO Box 11078
Bozeman, MT 59719
Job Name/Number: Bozeman Public Saftey Center 11/12/2020 Change Order #007
Langlas ATTN: Loren Cantrel Job #
DESCRIPTION QUANTITY UNIT AMOUNT
Form work teardown (2 Men 1 HR)2 $75.00 $150.00
Reinforcing tear out & re-install (1 Man 1 HR)1 $75.00 $75.00
Replacement reinforcing, Drill & Epoxy, Hilti HY-200 (1 Man 1 HR)1 $356.00 $356.00
Replace and rebuild formwork (2 Men 1 HR)2 $75.00 $150.00
Admin 1.25 $125.00 $156.25
Schedule Impact .75 Days
Loss of Production 6 hrs
Subtotal $887.25
Overhead 10%$88.73
Profit 5%$48.80
Total $1,024.77
Customer Signature Date
THANK YOU FOR DOING BUSINESS WITH US. WE LOOK FORWARD TO SERVING YOU AGAIN.
Web: www.eastoncompanies.com
CHANGE ORDER
RFI 32 - BRICK LEDGE @ G.L. A.4 & 1.2
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
Date Issued:
To:Submitted by:
Attn:
Email:Reference:
Tel:Fax
Subject:
Information Requested:
Potential Cost Impact Potential Sched. Impact Response Requested By:
Response:
Signed By:Date Answered:
RFI Direction Notice:
Proceed with work as noted above.
Do not proceed with work. Please provide pricing for work as described above.
Distribution
RFI #Request For Information
2270 Grant Road Billings, MT 59102 P 406.656.0629 F 406.656.1088
1019 East Main St., Suite 101 Bozeman, MT 59715 P 406.585.3420 F 406.585.4110
280 East Front., Suite B Missoula, MT 59802 P 406.215.1356 F 406.926.2005
Bozeman Public Safety Center 32
ThinkOne Architects
Jon Wirth
jwirth@think1.com
(406) 586-7020
09/21/2020
Sam Holt
Langlas & Associates, Inc.
Easton Concrete RFI 004
Confirm Dimensions of Brick Ledge/Foundation Wall Near GL A.4 and GL 1.2
Please see RFI below from Easton Concrete on the brick ledge/foundation wall thickness at GL A.4 and GL 1.2 (SE corner of stairwell #1
area)
4 4 9/25/20
Langlas & Associates- File
Russell Pierce - LL
Elizabeth Oliver - LL
Mark Dehn - LL
Jon Wirth - Think1
Elizabeth Seidel - Think1
Will Sanzone - LL
Detail 2/S-308 as denoted on 1/S-200 is a similar detail. As graphically represented in 1/A-401, 9/A-633,
and 1/S-200, there is to be no air gap between the stud framing. Design intent is for the brick veneer to
align with face of foundation - leaving the chamfer reveal below.
09/25/2020
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
RFI
Information requested:
______________________________________________________________________________________________
______________________________________________________________________________________________
______________________________________________________________________________________________
Description:
Signature: _____________________________________________________ Date:________________
Response:
PROJECT:
RFI # SPEC SECTION #
SENT DATE REVISION #
CONTRACTOR SUPERINTENDANT
ARCHITECT ENGINEER
TO FROM
BPSC
004 03 30 00
09/21/2020
LANGLAS Russell P.
Think 1 MMI
Langlas Easton
Confirm dimensions for wall in Area A near G.L. (A.4 & 1.1/1.2)
Arch. & Str. Differ on dimensions please confirm which is correct. See attached page 2
9/21/2020
Signature:Date:
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
Change Estimate Report
Project: Bozeman Public Safety Center CE No:61
Project # 19426 Revision #
Change Source: PR 14 Date:2/24/2021
Description:Fire Department Gear Dryer (Electrical Modifications)
Category Quantity Unit Unit Cost Total
-$
26A.1600 1 sum 826.67$ 826.67$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
SUBTOTAL 826.67$
GC/CM Business Insurance 0.625% 5.17$
CM Fee 3.2% 26.62$
Bond 1.0% 8.58$
867.04$
Cost to increase wire size and breakers associated with Gear Dryer in Turnout Gear (rm. 154) and FD Storage (Rm. 156A).
Description
ADD
Electrical Modifications
TOTAL
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
PROPOSED CHANGE ORDER
Liberty Electric Inc.
9660 Summit Drive
Missoula, MT 59808
CCN #PR014
Date:2/16/2021
Project Name:Bozeman Public Safety Center
Project Number:BZ20SAFETY
Page Number:1
Client Address:
Langlas & Associates, Inc.
Contact: Elizabeth Oliver
1019 East Main Street Suite 101
Bozeman, MT 59715
Work Description
Name of Project: Bozeman Public Safety Center
We reserve the right to correct this quote for errors and omissions.
This quote covers direct costs only, and we reserve the right to claim for impact and consequential costs.
This price is good for acceptance within 10 days from the date of receipt.
We request a time extension of x days.
The following is our Division 16 pricing for PR014 which involves increasing the wire size and
breaker size for the gear dryers in Turnout Gear RM 154 and FD Storage RM 156A.
Itemized Breakdown
Description Qty Net Price U Total Mat.LaborU Total Hrs.
# 8 THHN BLACK -1,330 559.75 M -744.47 8.75M -11.64
# 6 THHN BLACK 1,330 861.23 M 1,145.44 11.13M 14.80
60A 2P BREAKER BOLT-ON 2 28.48 E 56.96 0.31E 0.62
REMOVE 40A/2P BREAKER 2 0.00E 0.00 0.17E 0.34
40A/2P BREAKER COST -2 28.48 E -56.96 0.00E -0.00
Totals 2 400.97 4.13
Summary
General Materials 400.97
Material Total 400.97
JOURNEYMAN (4.13 Hrs @ $61.00) 251.93
FOREMAN @ 25%(1.03 Hrs @ $61.00) 62.83
Subtotal 715.73
Overhead (@ 10.000 %) 71.57
Markup (@ 5.000 %) 39.37
Subtotal 826.67
ORIGINAL
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
PROPOSED CHANGE ORDER
Liberty Electric Inc.
9660 Summit Drive
Missoula, MT 59808
CCN #PR014
Date:2/16/2021
Project Name:Bozeman Public Safety Center
Project Number:BZ20SAFETY
Page Number:2
Client Address:
Langlas & Associates, Inc.
1019 East Main Street Suite 101
Bozeman, MT 59715
Summary (Cont'd)
Final Amount $826.67
ORIGINAL
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
101 East Main – Studio One
Bozeman, Montana 59715
phone: 406.586.7020 fax: 406.586.8470
PROPOSAL REQUEST
Project Name: Bozeman Public Safety Center Project No.: 1825
Location: Bozeman, Montana PR No.: 14
Owner: City of Bozeman Contractor: Langlas & Associates
121 North Rouse Avenue 1019 East Main Street
Bozeman, Montana 59715 Bozeman, MT 59715
Please submit an itemized proposal for adjustments to the Contract Amount and/or Contract Time resulting from
the proposed modifications to the Contract Documents described below. This proposal shall include all costs
associated with the proposed change, such as materials, labor, overhead, and profit. This proposal shall be
submitted to the requestor within fourteen (14) calendar days of the date given below.
PROPOSED MODIFICATIONS:
Please provide the cost to increase the size of wires and breakers for the Gear Dryers in Turnout Gear
(Rm. 154) and FD Storage (Rm. 156A).
The Fire Department plans to purchase different Gear Dryers than our original Basis of Design product.
As such, we need to revise the power to accommodate the unit they plan to purchase.
Please refer to attached drawing sheets:
E-101B Electrical Power & Fire Alarm Plan – Level 01 – Area B
E-605 Electrical Panel Schedules
ThinkOne (ACE) Maryanne St. Sauver (Jake Garwood) 2/11/21
REQUESTED BY (CONSULTANT) AUTHORIZED AGENT DATE
If this proposal is accepted, the Owner will issue a Change Order to incorporate the proposed modifications into
the Contract.
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
FDDN
DN
FD
FD
FD
FD
FD
FD FDFDFD
WPWRAC
AC
AC AC AC
AC AC
ACACAC96" 96"
AC
ACACAC AC44"30AACAC AC AC
AC ACACACAC
M
OH DOOR
M
OH DOOR
M
OH DOOR
M
OH DOOR
M
FOLDING DOORS
WPWRWPWR
WPWRWPWR WPWR
WPWRJ J
AC AC
AC
72"ACAC
F
FF FFF
F
F
WP
F
F
F
WP
F
F
F FF
F
F
WP
F
FFF
F FF
F
FF
FFFFF F F
F
F
CO
COSB
SD
SD
SD
HD
F
FFFFFFFFFF F
F
F
F FFWPSD
SD
SD
SD
SD
F
WP
F
WP
ACACACACACACCUH-1UH-3
CUH-1
FC-3
FC-2
UH-1
UH-1
CH-1
ASC-1
80"UH-2
30AEF-8
EF-9
EF-10
F
F
WPWR
FACPTS
TS
TS
TS
TS
TS
TS
TSFS
FS
FS
FSNACESP-4
R FWPF
FWPFM
OH DOOR
J JJ
J J
J
J J
J
J J
J JJ
80"CUH-1
44"72"MMMMM M
CUH-S126R
SD SD SD SD
WPWR
WPWR WPWR
J
JJ JJJ
M M
J
26"26"C.1 C.1
B.3 B.3
B.2 B.2
B.1 B.1
2.14
2.14
2.12
2.12
2.10
2.10
A.15 A.15
1.2
1.2
DIGITAL
FORENSICS
142E
STORAGE
142D
DRY
142B
DRY
142C
CLEANING
154C
DECON
154B
SECURE
CORRIDOR
C-130
WASH BAY
154A
DISCOVERY
146B
OFFICE
142F
FD WORK
156
VEST
V-142
OFFICER
BAG/TAG
142AIT
148A
ELEV 4
EL-260
STORAGE
ST-131
SECURE
INTERVIEW
133
VEHICLE EXAM
BAY
144
EVIDENCE
PROCESSING
142
NARC VAULT
146C
EVIDENCE
146
FITNESS
150
SECURE
INTERVIEW
132
SECURE
INTERVIEW
134 SECURE
INTERVIEW
LARGE
136
F.D. STORAGE
156A
MONITOR
130
CASCADE
152A
SCBA MAINT.
152
SECURE RR
RR-130
WATER
M-124
BUNK
125
EQUIP.
110J
ARMORY
124
IT
129
TURNOUT GEAR
154
CORRIDOR
C-125
SHOWER
154D
CUSTODIAL
127
ADA SHOWER
RR-126
SALLY PORT
140
BICYCLE
STORAGE
140B
VESTIBULE
V-110
ELEC. ROOM
148B
BUILDING
STORAGE
(FUTURE
EXPANSION)
148
VESTV-
146
BRIEFING
122
STAIR 4
S-151
OPEN OFFICE
110
1 1
2
2
3
3
3
4 3
3
3
5
6
7
8
9
10
10
11
12 12
12 12
13
14
15
16
16
17
15
16 16
17
15
16
16
17
15
16
16
17
16
15 18
E-400
3
19
20
21
22
1ALOS1-1
1ALOS1-4
1ALOS2-48
1BLOS1-1 1BLOS1-2
1BLOS1-3
1BLOS1-4
1BLOS1-5
1BLOS1-6
MSB1-3
1BLOS1-7
1BLOS1-8
1BLOS1-9 1BLOS1-10
1BLOS1-11,13,15
1BLOS1-12
1BLOS1-141BLOS1-16
1BLOS1-17
1BLOS1-18
1BLOS1-19
1BLOS1-21 1BLOS1-22 1BLOS1-23
1BLOS1-24
1BLOS1-25
1BLOS1-26
1BLOS1-27
1BLOS1-28
1BLOS1-29
1BLOS1-30
1BLOS1-31,33,35
1BLOS1-32
1BLOS1-34
1BLOS1-36
1BLOS1-38
1BLOS1-39
1BLOS1-40
1BLOS1-41
1BLOS1-42
1BLOS1-43
1BLOS1-44
1BLOS1-45
1BLOS1-46,48
1BLOS1-47
1BLOS1-44
1BLOS2-1
1BLOS2-3,5,7
1BLOS2-2,4
23
1BLOS2-9
1BLOS2-6,8
24
25
1BLOS2-11
1BLOS2-13
1BLOS2-10,12
1BLOS2-15
1BLOS2-17
1BLOS2-14
1BLOS2-19
1BLOS2-16
1BLOS2-21
1BLOS2-18
1BLOS2-20 1BLOS2-23
1BLOS2-22
1BLOS2-25
1BLOS2-24
1BLOS2-27
1BLOS2-28
1BLOS2-26
1BLOS2-29
1BLOS2-30
1BLOS2-31
1BLOS2-32
1BLOS2-33,35
1BLOS2-34,36
25
1BLOS2-37,39,41
26
1BLOS2-38
1BLOS2-40
1BLOS2-42 1BLOS2-43
1BLOS2-46 1BLOS2-47
1BLOS2-48
1BLOS3-1
1BLOS3-2
1BLOS3-4
1BLOS3-3
1BLOS3-6
1BLOS3-5
1BLOS3-8
1BLOS3-7
1BLOS3-10
1DLOS1-19
1DLOS1-40
1BLOS1-37
1DLOS1-47
1DLOS1-48
E-400
4
1BLOS2-44
1BLOS2-45
1BLOS3-34,36
1BLOS3-35
1DLOS3-56
27
28
29
1ALOS3-19
30
30
1BL2
1BL2-1
1BL2-2
1BL2-3,5
16
31
32
31
31
33
1ALOS3-41
28
28 28 28 28 28
34
SHOWER
RR-128
MTSEM
35
36
1BLOS3-45,47 17
MAIN
DISC
37
1BLOS3-46
1BLOS3-48
1BLOS3-49
38
MSB1
1BLOS1-20
39
23
13
13
ACE Project Number:
Drawn By:
Reviewed By:
Approved By:
Issue Date
ThinkOne Architects
101 E Main St. Studio 1
Bozeman, MT, 59715
T: 406-586-7020
Architect MEP EngineerAssociate Architect
Landscape Architect
Information Technology
Civil Engineer
Seal
Project Number
Acoustical Engineer
TCA Architecture + Planning
6211 Roosevelt Way Ne
Seattle, WA 58115
T: 206-522-3830
Associated Construction Engineering Inc.
12 N Broadway
Belgrade, MT, 59714
T: 406-388-3320
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
Design 5 Landscape Architecture
37 E Main St
Bozeman, MT, 59715
T: 406-587-4873
BCER Engineering
10807 New Allegiance Dr., Suite 400
Colorado Springs, CO 80921
T: 719-533-1112
Big Sky Acoustics
PO BOX 27
Helena, MT 59624
T: 406-457-0407
City of Bozeman
121 N Rouse Ave.
Bozeman, MT 59715
T: 406-582-2300
F: 406-582-2301
N. ROUSE AVE. & E. OAK ST.,
BOZEMAN MT
AndersonMasonDale Architects, P.C.
3198 Speer Boulevard
Denver, CO 80211
T: 303-294-9448
Associate Architect Structural Engineer
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
ISSUE FOR BID JUNE 04, 2020
19BZ4921
ADDENDUM 01 JULY 01, 2020
ADDENDUM 03 JULY 07, 2020
ADDENDUM 04 JULY 22, 2020
ISSUE FOR CONSTRUCTION AUGUST 14, 2020
ASI 16 OCTOBER 09, 2020
RFI 039B OCTOBER 19, 2020
PR 05 OCTOBER 27, 2020
13
ASI 21 NOVEMBER 04, 2020
PR 07 NOVEMBER 23, 2020
PR 09 DECEMBER 08, 2020
RFI 099 DECEMBER 23, 2020
PR 11 DECEMBER 21, 2020
PR 13 JANUARY 21, 2021
PR 14 FEBRUARY , 20212/10/2021 7:59:21 AME-101B
ELECTRICAL POWER & FIRE ALARM PLAN -
LEVEL 01 - AREA B
JG
JK
JK
BOZEMAN PUBLIC
SAFETY CENTER
1825
CITY OF BOZEMAN
N
1/8" = 1'-0"E-101B
1 ELECTRICAL POWER & FIRE ALARM PLAN - LEVEL 01 - AREA B
ELECTRICAL KEYNOTES
36 SEE ELECTRICAL RISER DIAGRAM FOR FEEDER SIZE.
37 PROVIDE GENERATOR REMOTE EMERGENCY STOP SWITCH.
38 EC TO COORDINATE MOUNTING HEIGHT OF LOWER RECEPTACLES WITH SHELVING.
MOUNT RECEPTACLES AT APPROXIAMTLY 20" AFF CENTERED BETWEEN SHELVES.
39 DEVICE FOR CEILING MOUNTED CORD REEL PROVIDED BY EC. SEE DETAIL 5/E-401 FOR
ADDITIONAL INFORMATION.
ELECTRICAL KEYNOTES
24 EC TO PROVIDE NEMA 15-50R RECEPTACLE. PROVIDE CIRCUIT CONSISTING OF 1"C, 3#6,
#10G.
25 PROVIDE CIRCUIT CONSISTING OF #10'S IN 3/4" C.
26 PROVIDE CIRCUIT CONSISTING OF 1"C, 3#6, #6N, #10G.
27 PROVIDE FA/ELEVATOR INTERFACES TO PERFORM PRIMARY RECALL, ALTERNATE RECALL,
SHUNT-TRIP, HAT FLASH AND SUPERVISION OF SHUNT-TRIP POWER SOURCE.
28 EC TO PROVIDE ROUGH-IN AND POWER FOR MAGNETIC DOOR HOLDERS PROVIDED WITH
DOOR HARDWARE. COORDINATE REQUIREMENTS WITH EQUIPMENT PROVIDER. ROUTE
CIRCUIT FOR DOOR HOLDERS THOUGH FA RELAY PROVIDED BY FA CONTRACTOR.
29 ELEVATOR SUMP PUMP CONTROLLER PROVIDED BY OTHERS, WIRING BY EC. EC
RESPONSIBLE FOR WIRING FROM CONTROLLER TO ALARM SWITCH AND PUMP LOCATED
IN ELEVATOR PIT. PROVIDE CIRCUIT CONSISTING OF #10'S IN 3/4" C.
30 EC TO PROVIDE CONNECTION TO AUTOMATIC SLIDING DOOR. VERIFY EXACT
CONNECTION POINT AND LEAF WITH HARDWARE CONTRACTOR PRIOR TO ROUGH-IN.
31 PROVIDE ROUGH-IN FOR CALL ALERT SYSTEM STROBE PROVIDED AND INSTALLED BY
OTHERS. PROVIDE 4" SQUARE BOX AT 7'-6" AFF AND CONDUIT INTO ACCESSIBLE
CEILING SPACE. COORDINATE LOCATION AND REQUIREMENTS WITH SYSTEM PROVIDER.
32 PROVIDE ROUGH-IN FOR CALL ALERT SYSTEM SPEAKER PROVIDED AND INSTALLED BY
OTHERS. PROVIDE BOGEN RE84 BACK BOX FOR HARD LID CEILING OR BOGEN TB8 TILE
BRIDGE FOR SUSPENDED CEILING. COORDINATE LOCATION AND REQUIREMENTS WITH
SYSTEM PROVIDER.
33 PROVIDE ROUGH-IN FOR CALL ALERT SYSTEM DOORBELL/EMERGENCY ALERT PUSH
BUTTON PROVIDED AND INSTALLED BY OTHERS. PROVIDE 4" SQUARE BOX AND
CONDUIT INTO ACCESSIBLE CEILING SPACE. COORDINATE LOCATION AND
REQUIREMENTS WITH SYSTEM PROVIDER.
34 DEVICE FOR OWNER PROVIDED AIR COMPRESSOR. COORDINATE EXACT REQUIREMENTS
WITH OWNER.
35 PROVIDE MANUAL TRANSFER SWITCH FOR TEMPORARY SOURCE OF POWER FOR
MAINTENANCE OR REPAIR COMPLYING WITH NEC 700.3. MANUAL SWITCH SHALL BE
FOXFAB FFCC-C2-100-T-U4-G-ALU-LA OR EQUAL. SEE ELECTRICAL RISER DIAGRAM FOR
ADDITIONAL INFORMATION.
ELECTRICAL KEYNOTES
14 VEHICLE EXAM BAY CLASSIFIED AS COMMERCIAL GARAGES, REPAIR AND STORAGE. ALL
ELECTRICAL WIRING AND ELECTRICAL UTILIZATION EQUIPMENT IN APPARATUS ROOM
AND ADJACENT SPACES NOT EFFECTIVELY CUT OFF BY WALLS OR PARTITIONS SHALL
COMPLY WITH NEC ARTICLE 511.
15 PROVIDE POWER CONNECTION TO OVERHEAD DOOR MOTOR, COORDINATE EXACT
REQUIREMENT AND LOCATION W/ DOOR EQUIPMENT SUPPLIER. EC TO PROVIDE A SQ D
CLASS #3110, HEAVY DUTY FUSED DISCONNECT IN A NEMA 1 ENCLOSURE. FUSE PER
MANUFACTURERS RECOMMENDATIONS.
16 PROVIDE ROUGH-IN W/ EMPTY 1/2" C THAT CONTAINS A PULL CORD TO THE SAFETY
BEAM DEVICES LOCATED ON BOTH SIDES OF THE DOOR FROM THE OH DOOR MOTOR.
COORDINATE W/ DOOR SUPPLIER FOR ANY ADDITIONAL REQUIREMENTS.
17 PROVIDE ROUGH-IN FOR OVERHEAD DOOR PUSHBUTTON CONTROLLER PROVIDED BY
OTHERS. PROVIDE EMPTY 1/2" C WITH PULL CORD TO OVER HEAD DOOR MOTOR.
COORDINATE EXACT LOCATION OF PUSH BUTTON WITH DOOR SUPPLIER PRIOR TO
ROUGH-IN.
18 PROVIDE POWER CONNECTION TO OVERHEAD DOOR MOTOR, COORDINATE EXACT
REQUIREMENT AND LOCATION W/ DOOR EQUIPMENT SUPPLIER. EC TO PROVIDE A SQ D
CLASS #3110, HEAVY DUTY FUSED DISCONNECT IN A NEMA 1 ENCLOSURE. FUSE PER
MANUFACTURERS RECOMMENDATIONS. EC TO PROVIDE ROUGH-IN FOR SAFETY
DEVICES AND PUSHBUTTON CONTROLLER PER MANUFACTURERS RECOMMENDATIONS.
19 DEVICE FOR DROP CORD. SEE DETAIL 4/E-400 FOR ADDITIONAL INFORMATION.
20 PROVIDE 3/4" CONDUIT TO SNOW MELT SENSOR FROM SNOW MELT CONTROLLER
LOCATED IN MECHANICAL ROOM M-305. COORDINATE LOCATION WITH MC PRIOR TO
ROUGH-IN.
21 PROVIDE POWER FOR WATER CLOSET. EC TO PROVIDE CONNECTION TO 24V
TRANSFORMER SUPPLIED BY PC.
22 ROUTE POWER FOR DRINKING FOUNTAIN/BOTTLE FILL TO FACTORY INSTALLED J-BOX
PROVIDED WITH DRINKING FOUNTAIN. PROVIDE 5mA GFCI BREAKER IN PANEL TO SERVE
LOAD.
23 PROVIDE CIRCUIT CONSISTING OF 3/4"C, 2#6, #10G.
ELECTRICAL KEYNOTES
1 PROVIDE RECEPTACLE IN RECESSED FLAT PANEL TELEVISION ENCLOSURE. SEE
COMMUNICATIONS PLANS FOR ENCLOSURE DETAILS.
2 PROVIDE ROUGH-IN FOR CALL ALERT SYSTEM SPEAKERS PROVIDED AND INSTALLED BY
OTHERS. PROVIDE 4" SQUARE BOX AT 13'-0" AFF AND CONDUIT INTO ACCESSIBLE
CEILING SPACE. COORDINATE LOCATION AND REQUIREMENTS WITH SYSTEM PROVIDER.
3 DEVICE FOR CORD REEL. SEE DETAIL 5/E-400 FOR ADDITIONAL INFORMATION.
4 DEVICE FOR WALL MOUNTED COMPUTER STATION. COORDINATE MOUNTING HEIGHT
WITH EQUIPMENT SUPPLIER.
5 COORDINATE RECEPTACLE LOCATION WITH DRINKING FOUNTAIN SUPPLIER. PROVIDE
5mA GFCI BREAKER IN PANEL TO SERVE LOAD.
6 DEVICE IN ELEVATOR PIT. ADJUST LOCATION FOR BEST FIT IN SPACE. COORDINATE W/
ELEVATOR PROVIDER PRIOR TO ROUGH-IN. PROVIDE CIRCUIT PASS THROUGH FROM
LINE SIDE OF DEVICE TO LIGHT FIXTURE IN PIT AND RECEPTACLE AT TOP OF SHAFT.
7 DEVICE FOR REFRIGERATED EVIDENCE LOCKER. COORDINATE EXACT CONNECTION
LOCATION WITH EQUIPMENT SUPPLIER PRIOR TO ROUGH-IN.
8 ROUTE CIRCUIT FOR CABINET UNIT HEATER THROUGH LINE VOLTAGE THERMOSTAT
PROVIDED BY TC. SEE MECHANICAL PLANS FOR THERMOSTAT LOCATIONS.
9 EC TO PROVIDE A SQ D CLASS #3110, 208V, 3-POLE HEAVY DUTY LOCKABLE FUSED
DISCONNECT IN A NEMA 3R ENCLOSURE FOR IRRIGATION WELL PUMP. FUSE PER PUMP
MANUFACTURERS RECOMMENDATIONS.
10 DEVICE FOR GEAR DRYER PROVIDED BY OTHERS. COORDINATE EXACT LOCATION WITH
EQUIPMENT PROVIDER PRIOR TO ROUGH-IN.
11 DEVICE FOR SCBA FILL STATION. EC TO PROVIDE 208V, 3-POLE, 60A NON-FUSED
DISCONNECT IN A NEMA 1 ENCLOSURE.
12 PROVIDE (2) DUPLEX RECEPTACLES IN FLOOR BOX. SEE COMMUNICATIONS PLANS FOR
FLOOR BOX DETAILS.
13 SALLY PORT CLASSIFIED AS COMMERCIAL GARAGES, REPAIR AND STORAGE. ALL
ELECTRICAL WIRING AND ELECTRICAL UTILIZATION EQUIPMENT IN APPARATUS ROOM
AND ADJACENT SPACES NOT EFFECTIVELY CUT OFF BY WALLS OR PARTITIONS SHALL
COMPLY WITH NEC ARTICLE 511.
AREA A
AREA B
AREA C
AREA D
ELECTRICAL POWER GENERAL NOTES
A ELECTRICAL CONTRACTOR SHALL PROVIDE TAMPER RESISTIVE RECEPTACLES FOR ALL
120V WIRING DEVICES INSTALLED IN THE PROJECT INTERIOR REGARDLESS OF LOCATION.
B ALL MECHANICAL EQUIPMENT THAT DOES NOT HAVE A DISCONNECT SHOWN AT
DEVICE ON PLAN IS PROVIDED WITH A FACTORY DISCONNECT. EC TO CONNECT
DISCONNECT AND VFD WHEN PRESENT. ALL VFD'S ARE PROVIDED BY TC, INSTALLED
COMPLETE BY EC TO CIRCUIT AS SHOWN ON PLAN.
C ALL WIRING DEVICES LOCATED IN APPARATUS BAY, SALLEY PORT, VEHICLE EXAM,
FITNESS, STORAGE AREA AND SECURE CIRCULATION AREAS SHALL BE CONSIDERED
ROUGH SERVICE AREAS AND SHALL REQUIRE STAINLESS STEEL DEVICE COVER PLATES.
D COORDINATE LOCATION OF ALL DEVICES WITH ARCHITECTURAL PLANS, CASEWORK,
SHOP DRAWINGS AND EQUIPMENT MANUFACTURER'S DETAILS BEFORE ROUGHING IN.
E ELECTRICAL CONTRACTOR SHALL PROVIDE ARC FAULT BREAKERS ON ALL 120V BRANCH
CIRCUITS SERVING DEVICES IN SLEEPING UNITS.
F FIRE ALARM PANELS SHALL BE SEISMIC RATED.
G FIRE ALARM CIRCUITS SHALL BE INSTALLED TO CLASS 1 SURVIVABILITY (SPRINKLED & IN
CONDUIT)
13
11
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
ACE Project Number:
Drawn By:
Reviewed By:
Approved By:
Issue Date
ThinkOne Architects
101 E Main St. Studio 1
Bozeman, MT, 59715
T: 406-586-7020
Architect MEP EngineerAssociate Architect
Landscape Architect
Information Technology
Civil Engineer
Seal
Project Number
Acoustical Engineer
TCA Architecture + Planning
6211 Roosevelt Way Ne
Seattle, WA 58115
T: 206-522-3830
Associated Construction Engineering Inc.
12 N Broadway
Belgrade, MT, 59714
T: 406-388-3320
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
Design 5 Landscape Architecture
37 E Main St
Bozeman, MT, 59715
T: 406-587-4873
BCER Engineering
10807 New Allegiance Dr., Suite 400
Colorado Springs, CO 80921
T: 719-533-1112
Big Sky Acoustics
PO BOX 27
Helena, MT 59624
T: 406-457-0407
City of Bozeman
121 N Rouse Ave.
Bozeman, MT 59715
T: 406-582-2300
F: 406-582-2301
N. ROUSE AVE. & E. OAK ST.,
BOZEMAN MT
AndersonMasonDale Architects, P.C.
3198 Speer Boulevard
Denver, CO 80211
T: 303-294-9448
Associate Architect Structural Engineer
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
ISSUE FOR BID JUNE 04, 2020
19BZ4921
ADDENDUM 01 JULY 01, 2020
ADDENDUM 03 JULY 07, 2020
ADDENDUM 04 JULY 22, 2020
ISSUE FOR CONSTRUCTION AUGUST 14, 2020
ASI 16 OCTOBER 09, 2020
RFI 039B OCTOBER 19, 2020
PR 05 OCTOBER 27, 2020
13
ASI 21 NOVEMBER 04, 2020
PR 07 NOVEMBER 23, 2020
PR 09 DECEMBER 08, 2020
RFI 099 DECEMBER 23, 2020
PR 11 DECEMBER 21, 2020
PR 13 JANUARY 21, 2021
PR 14 FEBRUARY , 20212/10/2021 7:59:21 AME-605
ELECTRICAL PANEL SCHEDULES
JG
JK
JK
BOZEMAN PUBLIC
SAFETY CENTER
1825
CITY OF BOZEMAN
Notes:
Lighting 66 VA 125.00% 83 VA
Power 180 VA 100.00% 180 VA
Receptacle 39818 VA 62.56% 24909 VA
Other 0 VA 0.00% 0 VA Total Est. Demand:225 A
Motor 32127 VA 110.12% 35377 VA Total Conn.:258 A
Heating 18408 VA 100.00% 18408 VA Total Est. Demand:81144 VA
Electric Clothes Dryer 1020 VA 100.00% 1020 VA Total Conn. Load:92785 VA
Cooling 1200 VA 100.00% 1200 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:216 A 266 A 304 A
Total Load:25961 VA 31093 VA 35731 VA
59 Spare 20 A 1 0 0 1 20 A Spare 60
57 Spare 20 A 1 0 0 1 20 A Spare 58
55 Spare 20 A 1 0 0 1 20 A Spare 56
53 Spare 20 A 1 0 0 1 20 A Spare 54
51 Spare 20 A 1 0 0 1 20 A Spare 52
49 Spare 20 A 1 0 0 1 20 A Spare 50
47 EF-9, EF-10, F.D. STORAGE 156A 20 A 1 703 4500 -- -- --48
45 Receptacle FD WORK 156 20 A 1 540 4500 2 60 A GEAR DRYER, F.D. STORAGE 156A 46
43 Receptacle 20 A 1 540 540 1 20 A Receptacle FD WORK 156 44
41 Receptacle BICYCLE STORAGE 140B 20 A 1 540 540 1 20 A Receptacle KENNEL 140D 42
39 Receptacle BICYCLE STORAGE 140B 20 A 1 180 180 1 20 A Receptacle BICYCLE STORAGE 140B 40
37 Receptacle EVIDENCE 146 20 A 1 180 180 1 20 A Receptacle BICYCLE STORAGE 140B 38
35 ---- -- 888 900 1 20 A Receptacle BICYCLE STORAGE 140B 36
33 ---- -- 888 720 1 20 A Receptacle BICYCLE STORAGE 140B 34
31 OH DOOR, BICYCLE STORAGE 140B 20 A 3 888 480 1 20 A UH-1, BICYCLE STORAGE 140B 32
29 Receptacle 20 A 1 180 720 1 20 A Receptacle OFFICE 142F 30
27 Receptacle DIGITAL FORENSICS 142E 20 A 1 360 360 1 20 A Receptacle Room 142E 28
25 Receptacle DRY 142C 20 A 1 360 720 1 20 A Receptacle STORAGE 142D 26
23 CUH-1, VEST V-142 20 A 1 564 360 1 20 A Receptacle DRY 142B 24
21 Receptacle OFFICER BAG/TAG 142A 20 A 1 180 540 1 20 A Receptacle OFFICER BAG/TAG 142A 22
19 EVIDENCE LOCKER, EVIDENCE... 20 A 1 1200 540 1 20 A Receptacle OFFICER BAG/TAG 142A 20
17 Receptacle 20 A 1 180 540 1 20 A Receptacle EVIDENCE PROCESSING 142 18
15 ---- -- 444 360 1 20 A Receptacle EVIDENCE PROCESSING 142 16
13 ---- -- 444 360 1 20 A Receptacle EVIDENCE PROCESSING 142 14
11 OH DOOR, VEHICLE EXAM BAY 144 20 A 3 444 540 1 20 A Receptacle EVIDENCE PROCESSING 142 12
9 Receptacle 20 A 1 180 180 1 20 A Receptacle 10
7 Receptacle Room 144 20 A 1 540 360 1 20 A Receptacle VEHICLE EXAM BAY 144 8
5 Receptacle Room 146B, 146C, 146 20 A 1 720 540 1 20 A Receptacle EVIDENCE 146 6
3 Receptacle BUILDING STORAGE... 20 A 1 540 564 1 20 A CUH-1, VEST 146A 4
1 Receptacle BUILDING STORAGE... 20 A 1 540 540 1 20 A Receptacle BUILDING STORAGE... 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 Buss Rating 400 A
Mounting:Surface Wires:4 Mains Rating:300 A
Supply From:T2 Phases:3 Mains Type:MCB
Location:ELEC. ROOM 148B Volts:120/208 Wye A.I.C. Rating:14,000
Panel:1BLOS1
Notes:
Lighting 66 VA 125.00% 83 VA
Power 180 VA 100.00% 180 VA Total Est. Demand:159 A
Receptacle 23618 VA 71.17% 16809 VA Total Conn.:170 A
Motor 27300 VA 110.62% 30198 VA Total Est. Demand:57285 VA
Heating 9000 VA 100.00% 9000 VA Total Conn. Load:61181 VA
Electric Clothes Dryer 1020 VA 100.00% 1020 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:147 A 175 A 195 A
Total Load:17676 VA 20505 VA 23000 VA
59 Spare 20 A 1 0 0 1 20 A Spare 60
57 Spare 20 A 1 0 0 1 20 A Spare 58
55 Spare 20 A 1 0 0 1 20 A Spare 56
53 Spare 20 A 1 0 0 1 20 A Spare 54
51 Spare 20 A 1 0 0 1 20 A Spare 52
49 Spare 20 A 1 0 0 1 20 A Spare 50
47 Floor Box FITNESS 150 20 A 1 360 360 1 20 A Receptacle FITNESS 150 48
45 Floor Box FITNESS 150 20 A 1 360 360 1 20 A Floor Box FITNESS 150 46
43 Floor Box FITNESS 150 20 A 1 360 360 1 20 A Floor Box FITNESS 150 44
41 ---- -- 3864 360 1 20 A Floor Box FITNESS 150 42
39 ---- -- 3864 540 1 20 A Receptacle FITNESS 150 40
37 SCBA FILL STATION, SCBA MAINT.... 50 A 3 3864 360 1 20 A Receptacle FITNESS 150 38
35 ---- -- 1000 1789 -- -- --36
33 House Compressor, CASCADE 152A 20 A 2 1000 1789 2 30 A SCBA AIR COMPRESSOR, CASCADE... 34
31 Receptacle Room S-151 20 A 1 540 540 1 20 A Receptacle Room 152A, 152 32
29 Receptacle BUNK 125 20 A 1 360 540 1 20 A Receptacle BUNK 125 30
27 Receptacle CLO. ST-111 20 A 1 360 540 1 20 A Receptacle CLO. ST-111 28
25 Receptacle INTERVIEW 133 20 A 1 720 540 1 20 A Receptacle CLO. ST-111 26
23 Receptacle INTERVIEW 134 20 A 1 540 603 1 20 A Receptacle ELEVATOR 4-1 EL-260-1 24
21 Receptacle Room C-130, 140B 20 A 1 720 900 1 20 A Receptacle LARGE INTERVIEW 136 22
19 Receptacle TURNOUT GEAR 154 20 A 1 900 540 1 20 A Receptacle INTERVIEW 132 20
17 Receptacle MONITOR 130 20 A 1 720 1921 1 30 A ELEV 4 SUMP PUMP, STORAGE ST-131 18
15 Receptacle SHOWER 154D 20 A 1 180 360 1 20 A WC-3, RR RR-130 16
13 FD DRYER, CLEANING 154C 20 A 1 1380 540 1 20 A Receptacle MONITOR 130 14
11 EF-8, CLEANING 154C 20 A 1 583 4500 -- -- --12
9 Receptacle CLEANING 154C 20 A 1 180 4500 2 60 A GEAR DRYER, CLEANING 154C 10
7 ---- -- 3500 2000 -- -- --8
5 ---- -- 3500 2000 2 30 A Receptacle CLEANING 154C 6
3 SCBA DECON WASHER, CLEANING... 50 A 3 3500 1352 -- -- --4
1 Receptacle DECON 154B 20 A 1 180 1352 2 20 A TURNOUT GEAR EXTRACTOR,... 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1
Mounting:Surface Wires:4 Buss Rating:400 A
Supply From:1BLOS1 Phases:3 Mains Type:MLO
Location:ELEC. ROOM 148B Volts:120/208 Wye A.I.C. Rating:14,000
Panel:1BLOS2
PROVIDE AFCI BREAKER TO SERVE THE FOLLOWING LOADS: 7
PROVIDE 5mA GFCI BREAKER TO SERVE THE FOLLOWING LOADS: 1
Notes:
Power 13492 VA 100.00% 13492 VA
Receptacle 9540 VA 100.00% 9540 VA Total Est. Demand:101 A
Other 0 VA 0.00% 0 VA Total Conn.:100 A
Motor 846 VA 120.50% 1020 VA Total Est. Demand:36270 VA
Heating 2995 VA 100.00% 2995 VA Total Conn. Load:36106 VA
Cooling 9276 VA 100.00% 9276 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:125 A 91 A 87 A
Total Load:14894 VA 10826 VA 10386 VA
71 Spare 20 A 1 0 0 1 20 A Spare 72
69 Spare 20 A 1 0 0 1 20 A Spare 70
67 Spare 20 A 1 0 0 1 20 A Spare 68
65 Spare 20 A 1 0 0 1 20 A Spare 66
63 Spare 20 A 1 0 0 1 20 A Spare 64
61 Spare 20 A 1 0 0 1 20 A Spare 62
59 Spare 20 A 1 0 0 1 20 A Spare 60
57 Spare 20 A 1 0 0 1 20 A Spare 58
55 Spare 20 A 1 0 0 1 20 A Spare 56
53 Spare 20 A 1 0 0 1 20 A Spare 54
51 Spare 20 A 1 0 0 1 20 A Spare 52
49 Receptacle CLO. ST-111 20 A 1 540 0 1 20 A Spare 50
47 ---- -- 312 540 1 20 A Receptacle CLO. ST-111 48
45 COILING DOOR EVIDENCE... 20 A 2 312 540 1 20 A Receptacle CLO. ST-111 46
43 ---- -- 1664 1664 -- -- --44
41 PIVOT GATE 20 A 2 1664 1664 2 20 A PIVOT GATE 42
39 ---- -- 1664 1664 -- -- --40
37 PIVOT GATE 20 A 2 1664 1664 2 20 A PIVOT GATE 38
35 UH-2, VEHICLE EXAM BAY 144 20 A 1 240 1498 -- -- --36
33 Receptacle IT 129 20 A 1 360 1498 2 20 A Heating 34
31 Receptacle IT 129 20 A 1 360 360 1 20 A Receptacle IT 129 32
29 Receptacle IT 129 20 A 1 180 180 1 20 A Receptacle IT 129 30
27 Receptacle IT 129 20 A 1 180 180 1 20 A Receptacle IT 129 28
25 Receptacle IT 129 20 A 1 180 180 1 20 A Receptacle IT 129 26
23 Receptacle IT 148A 20 A 1 360 360 1 20 A Receptacle IT 129 24
21 Receptacle IT 148A 20 A 1 180 180 1 20 A Receptacle IT 148A 22
19 Receptacle IT 148A 20 A 1 360 180 1 20 A Receptacle IT 148A 20
17 Receptacle IT 148A 20 A 1 360 180 1 20 A Receptacle IT 148A 18
15 FACP, IT 129 20 A 1 180 2839 -- -- --16
13 ---- -- 1799 2839 2 40 A FC-2, IT 129 14
11 FC-3, IT 148A 30 A 2 1799 540 1 20 A Receptacle ELEC. ROOM 148B 12
9 NAC PANEL, IT 148A 20 A 1 180 540 1 20 A Receptacle WATER M-124 10
7 Receptacle ARMORY 124 20 A 1 540 360 1 20 A Receptacle Room 269, RR-126 8
5 Receptacle SHOWER RR-128 20 A 1 360 180 1 20 A Receptacle FITNESS 150 6
3 Receptacle FITNESS 150 20 A 1 180 180 1 20 A Receptacle FITNESS 150 4
1 Receptacle FITNESS 150 20 A 1 180 360 1 20 A Receptacle FITNESS 150 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 Buss Rating 200 A
Mounting:Surface Wires:4 Mains Rating:200 A
Supply From:T13 Phases:3 Mains Type:MCB
Location:ELEC. ROOM 148B Volts:120/208 Wye A.I.C. Rating:14,000
Panel:1BLOS3
Notes:
Lighting 7784 VA 125.00% 9730 VA
Power 2640 VA 100.00% 2640 VA
Receptacle 47584 VA 60.51% 28792 VA Total Est. Demand:155 A
Other 0 VA 0.00% 0 VA Total Conn.:165 A
Motor 66426 VA 111.57% 74112 VA Total Est. Demand:128590 VA
Heating 10808 VA 100.00% 10808 VA Total Conn. Load:137513 VA
Cooling 4222 VA 100.00% 4222 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:159 A 174 A 165 A
Total Load:44125 VA 47993 VA 45419 VA
19 Provision -- -- 0 0 -- -- Provision 20
17 Provision -- --0 0 -- -- Provision 18
15 Provision -- -- 0 0 1 20 A Spare 16
13 Provision -- -- 0 0 1 20 A Spare 14
11 ---- -- 11385 1972 1 20 A Lighting Room 160A, 160B, 160C,... 12
9 ---- -- 11992 3090 1 20 A Lighting Room 154A, 233 10
7 T12 100 A 3 12586 2781 1 20 A Lighting Room 182, 183, 183A, 184,... 8
5 ---- -- 23977 8587 -- -- --6
3 ---- -- 24881 8587 -- -- --4
1 T3 150 A 3 20679 8587 3 40 A AHU-1 FANS, CORRIDOR C-170 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure:Type 1 Buss Rating:250 A
Mounting:Surface Wires:4 Mains Rating:250 A
Supply From:1BHOSDP Phases:3 Mains Type:MCB
Location:WATER/ELECT. 169 Volts:480/277 Wye A.I.C. Rating:42,000
Panel:1DHOS1 13
13
11
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
Change Estimate Report
Project: Bozeman Public Safety Center CE No:64
Project # 19426 Revision #
Change Source: ASI 39 Date:2/24/2021
Description:Second Level Floor Box Locations
Category Quantity Unit Unit Cost Total
-$
26A.1600 1 sum (932.34)$ (932.34)$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
-$
SUBTOTAL (932.34)$
GC/CM Business Insurance 0.625% (5.83)$
CM Fee 3.2% (30.03)$
Bond 1.0% (9.68)$
(977.88)$
Electrical modifications to floor box locations in Court Clerkds (235) room.
Description
ADD
Floor Box Revisions
TOTAL
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
PROPOSED CHANGE ORDER
Liberty Electric Inc.
9660 Summit Drive
Missoula, MT 59808
CCN #ASI039
Date:2/18/2021
Project Name:Bozeman Public Safety Center
Project Number:BZ20SAFETY
Page Number:1
Client Address:
Langlas & Associates, Inc.
Contact: Elizabeth Oliver
1019 East Main Street Suite 101
Bozeman, MT 59715
Work Description
Name of Project: Bozeman Public Safety Center
We reserve the right to correct this quote for errors and omissions.
This quote covers direct costs only, and we reserve the right to claim for impact and consequential costs.
This price is good for acceptance within 10 days from the date of receipt.
We request a time extension of x days.
The following is our Division 16 pricing for ASI039 which involves the removal of six standard
floor boxes and the addition of three poke thru style floor boxes.
Itemized Breakdown
Description Qty Net Price U Total Mat.LaborU Total Hrs.
HUBBLE S1PTFIT POKE THROUGH FLOOR BOX 3 262.48 E 787.44 1.50E 4.50
WIREMOLD 880S2 - TWO GANG FLOOR BOX -6 240.88 E -1,445.28 1.50E -9.00
Totals -3 -657.84 -4.50
Summary
General Materials -657.84
Material Total -657.84
JOURNEYMAN (-4.50 Hrs @ $61.00) -274.50
Subtotal -932.34
Final Amount $-932.34
ORIGINAL
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
101 East Main – Studio One
Bozeman, Montana 59715
phone: 406.586.7020 fax: 406.586.8470
ARCHITECTURAL SUPPLEMENTAL INSTRUCTIONS
Project Name: Bozeman Public Safety Center Project No.: 1825
Location: Bozeman, Montana ASI No.: 39
Owner: City of Bozeman Contractor: Langlas & Associates
121 North Rouse Avenue 1019 East Main Street
Bozeman, Montana 59715 Bozeman, Montana 59715
The Work shall be completed in accordance with the following supplemental instructions issued in accordance with the
Contract Documents without change to the Contract Amount or Contract Time.
SUPPLEMENTAL INSTRUCTIONS:
Please refer to the attached sheets for locating floor boxes throughout Level 02. Added dimensions are indicated
in RED to the Centerline of the floor box.
ARCHITECTURAL MODIFICATIONS:
· Court Clerks (235)
o Please refer to RFI #130 for revised layout of Poke Thru Furniture (PTF) boxes at Court Clerks.
There should be (3) PTF boxes at Court Clerks as dimensioned on the attached sheets.
ELECTRICAL MODIFICATIONS:
· Court Clerks (235)
o Remove (6) Electrical Floor Boxes in Court Clerks (Rm. 235)
o In lieu of the (6) electrical floor boxes, please use (3) poke thru furniture (PTF) boxes at Court
Clerks (Rm. 235). Power and Data to be connected to the furniture system and routed to each
workstation. Please refer to RFI #130.
TECHNOLOGY MODIFICATIONS:
· Court Clerks (235)
o Please add (1) PTF box at Court Clerks 235. The number of data drops remains the same at each
workstation. Refer to RFI #130 for proposed routing of power and data to each “workstation
pod”.
ATTACHMENTS:
A-132a Power, Signal, Equipment Plan – Level 02 – Area A
A-132b Power, Signal, Equipment Plan – Level 02 – Area B
ThinkOne Maryanne St. Sauver 2/16/2021
ISSUED BY (CONSULTANT) AUTHORIZED AGENT DATE
By proceeding with the Work in accordance with these instructions, the Contractor acknowledges that there will be no
change to the Contract Amount or Contract Time.
ASI 039 FEBRUARY 16, 2021
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
DN
DN
72"AC
AC AC AC
72"AC AC 44"ACAC AC
72"AC AC
ACAC72"72"AC AC
AC
AC
AC
AC ACAC
AC
AC
ACACAC ACAC ACAC ACAC44"ACACACWP/WR72"72"72"72"72"ACAC
72"DD
D
D DD
DDDDDDDDDDDDDDDDDDDDD84"84"84"84"84"84"84"72"DACACDD
AC
UP
DN
B.1A.15A.14A.13A.12A.11A.10A.4A.3 A.9A.1
1.3
1.4
1.6
1.12
1.15
1.16
A.8A.7A.6A.5
1.9
1.17
1.13
1.11
1.8
1.10
1.14
1.7
1.5
FUTURE
COURTROOM
260
COURT CONF
260BHOTEL OFFICE
260A
COURT CONF
250A
COURT CONF
240B
COURTS
CLERKS
235
VEST
V-260
VEST
V-240
DN
COURT CONF
240A
OFFICE
217
OFFICE
219
OFFICE
221
OFFICE
223
OFFICE
215
OFFICE
205
OFFICE
203
BREAK ROOM
207
OFFICE
209
CORRIDOR
C-210
INTERVIEW
200C
KIDS PLAY
200B
CONFERENCE
202
OFFICE
211
RECEPTION
200
RR
RR-201
COURT ROOM
A
240
JURY
DELIBERATION
241
RR (SECURE)
RR-240
RR
RR-239
RR
RR-241
JUDGE'S
CHAMBERS
239
WOMEN'S RR
RR-246
RR
RR-230A
RR
RR-235A
JUDGE'S
CHAMBERS
247
BALIFF
243
SECURE
240C
OFFICE
201 WAITING
232
COURT ROOM
B
250
OFFICE
213 OFFICE
237
COURT CONF
250B
RR (SECURE)
RR-260
MEN'S RR
RR-266
JURY
DELIBERATION
249
RR
RR-247
RR
RR-249
AV
250D
STORAGE
260D
SECURE
260C
OFFICE
245
INTERVIEW
200A
SHELLED
SPACE
251
CORRIDOR
C-240
RR (FUTURE)
RR-251
RR
RR-253
11' - 6" 14' - 8" 18' - 0" 15' - 4" 19' - 4" 17' - 4" 18' - 0" 18' - 0" 12' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 7' - 4"22' - 2"10' - 0"15' - 0"5' - 8"12' - 10"13' - 0"26' - 0"12' - 4"12' - 10"6' - 6"19' - 4"2' - 0"SAFE
242
VEST
V-250
STORAGE
250E
AV
260E
M
MMMMMMMAV
240D
IC
VA
IC
VA
R
RRR
RRRR
R240.1240BV-260.1V-240.1211
205 200BC-210217219221250AV-250.1215RR-235AS-206.2
240C.1C-270
260C.1243240C.2RR-260240C.3RR-240S-226.3RR-246RR-266260BC-200235241239RR-247
250.2260.1250E260D203
201
209
RR-239
RR-249
213
RR-241
245247249251RR-253
RR-251
RR-230ARR-201 200C237240.2250.1260.2207250D260E240D200A.3235.1 235.2 235.3 235.4
V-240.2V-250.2V-260.2S-206.1
230.1CC C C
C
C
C
CC
CC
C
C
C223
C C
ATT. CLERKS
230
CORRIDOR
C-220
ELEV. 2
EL-106
EQ-19
EQ-32
BREAK ROOM
251A
CORRIDOR
C-200
EQ-19
ELEV. 1
EL-102
STAIR 1
S-202
ELEV 4
EL-260
ELEV. 3
EL-240
STAIR 2
S-206
EQ-11
EQ-11
EQ-39
EQ-40
EQ-19
EQ-19
EQ-19
EQ-19
EQ-13
EQ-19 EQ-32
EQ-17
EQ-17
EQ-19
1.11.1
A.2
EQ-35
EQ-33
EQ-19
EQ-30B
EQ-30A
EQ-30B
EQ-30A
EQ-32
STOR
200D
EQ-39A
EQ-19
EQ-11
EQ-24
EQ-41
EQ-11A
EQ-11
EQ-24
EQ-11A
EQ-30B
EQ-30A
EQ-25
EQ-30B
EQ-30A
EQ-5
EQ-11
EQ-16
EQ-30A
EQ-30B
EQ-30AEQ-30B EQ-30AEQ-30B
EQ-40
EQ-11A
12' - 0"
11' - 11 1/2"
EQ-19
C200
200A.1 200A.2
200C
202
250B260AC C
240AC C
C C C C
C
C
RR-240.1
RR-260.1
EQ-5
EQ-5
EQ-5
920
240.3 250.3 260C.2CL5' - 0"CLCL2' - 3"4' - 4"2' - 3"4' - 5 1/4"
CL
3' - 9"3' - 5"CL 4' - 1"
CL
3' - 2"
CL
EQ EQ
CL
7 1/2"
CL
EQ EQ
CL
13' - 0"
CL 3' - 8"
CL
1' - 11 1/2"
842
CL
0' - 10"3' - 9"CL
4' - 7"CL10' - 4"CL
6' - 9"CL10' - 4"CL10' - 4"CL
6' - 9"CL12' - 6"12' - 6"0' - 8"CL
6' - 3"
4' - 11"13' - 7 1/2"2' - 4 1/2"4' - 4"0' - 10"2' - 4 1/2"0' - 10"4' - 4"
5' - 0 1/2"13' - 5 3/4"2' - 4 1/2"2' - 4 1/2"4' - 11"13' - 7 1/2"2' - 4 1/2"2' - 4 1/2"0' - 10"4' - 4"
ASI
39
GENERAL NOTES
1. ALL MECH. ELEC. PLUMB. AND TECHNOLOGY INFO SHOWN IS TO DETERMINE
DEVICE LOCATION AND POSITION.
2. RE: MEPT DRAWINGS FOR QUANTITIES AND ALL OTHER INFORMATION
REGARDING WALL, CEILING AND FLOOR MOUNTED DEVICES
3. REFER TO EQUPIMENT SCHEDULES ON A-505, A-506 AND A-507 FOR
PROCUREMENT AND INSTALLATION RESPONSIBILTY (I.E. OFOI vs OFCI vs CFCI)
ANY DISCRAPANCIES TO BE BROUGHT TO ARCHITECTS ATTENTION PRIOR TO
PROCUREMENT AND INSTALLATION
WORK NOTES DEVICE MOUNTING HEIGHT DETAILEQUIPMENT TAGS (RE: A-505, A-506, A-507 FOR FULL EQUIPMENT SCHEDULE)SECURITY / ELECTRICAL EQUIPMENT
40"IU
IC
VA
IC
M
PA
S
ADA PUSH BUTTON
CAMERA (WALL MOUNTED)
CAMERA (PTZ)
CARD READER
FIRE ALARM PULL
IC
CAM
DATA/TEL/POWER (FLOOR BOX)
IN USE LIGHT
INTERCOM W/ CAMERA
INTERCOM (VOICE ACTIVATED)
INTERCOM SWITCH
MICROPHONE
PA SPEAKER
SPEAKER
R
M
C
T
R
TC
LUMINAIRE, WALL MOUNTED
LUMINAIRE, WALL
MOUNTED LINEAR
LIGHT SWITCH
CONTROLLED ACCESS,
MONITOR ACTIVATED
CONTROLLED ACCESS,
CARD ACTIVATED
CO2 SENSOR, RE: MECH
THERMOSTAT, RE: MECH
RECORDING DEVICE
TELECOM / DATA DEVICE (I.E. WALL
PHONE, DATA FURN. FEED, EMERG.
PHONE, DATA OUTLET, RE: TECH
REQUEST BUTTON, RE: TECH
REMOTE ACCESS,
MONITOR ACTIVATED
R
FIRE ALARM STROBE
8"BOT FIRE STROBE80"OUTLET18" UON SWITCHES ETC.TYP 44" UONB.O. SANITIZER44"CLDEVICES AT DOORS
(ROOM SIDE)
DEVICES AT DOORS
(CORRIDOR SIDE)
4"FIRE STROBE80"OUTLET18"6"
4"ROOM ID SIGN60" T.O.CARD READER44"SANITIZER44" B.O.T
TOP OF DEVICE7' - 2"C
CL
WILLIAM A.
HANSON
1898
FOETATS MONT
A
NAEMANZOB
TA N ANOM
A R C H IT ECTDESNECIL Project Number:
Drawn By:
Reviewed By:
Approved By:
Issue Date
ThinkOne Architects
101 E Main St. Studio 1
Bozeman, MT, 59715
T: 406-586-7020
Architect MEP EngineerAssociate Architect
Landscape Architect
Information Technology
Civil Engineer
Seal
Project Number
Acoustical Engineer
TCA Architecture + Planning
6211 Roosevelt Way Ne
Seattle, WA 58115
T: 206-522-3830
Associated Construction Engineering Inc.
12 N Broadway
Belgrade, MT, 59714
T: 406-388-3320
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
Design 5 Landscape Architecture
37 E Main St
Bozeman, MT, 59715
T: 406-587-4873
BCER Engineering
10807 New Allegiance Dr., Suite 400
Colorado Springs, CO 80921
T: 719-533-1112
Big Sky Acoustics
PO BOX 27
Helena, MT 59624
T: 406-457-0407
Langlas & Associates, Inc.
1019 E Main Street, Suite 101
Bozeman, MT 59715
T: 406-585-3420
General Contractor
City of Bozeman
121 N Rouse Ave.
Bozeman, MT 59715
T: 406-582-2300
F: 406-582-2301
901 N. ROUSE AVE. & 300 E. OAK ST.,
BOZEMAN MT
AndersonMasonDale Architects, P.C.
3198 Speer Boulevard
Denver, CO 80211
T: 303-294-9448
Associate Architect Structural Engineer
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
ISSUE FOR CONSTRUCTION AUGUST 14, 2020
ISSUE FOR BID JUNE 04, 2020
ADDENDUM 01 JULY 01, 2020
ADDENDUM 03 JULY 07, 2020
ADDENDUM 04 JULY 27, 2020
ADDENDUM 05 AUGUST 7, 2020
ASI 016 OCTOBER 9, 2020
2/16/2021 10:16:00 AMA-132a
POWER, SIGNAL, EQUIPMENT PLAN -
LEVEL 02 - AREA A
1825
DJ
SH
JT
BOZEMAN PUBLIC
SAFETY CENTER
1825
CITY OF BOZEMAN
4'16'2' 8'
1/8" = 1'-0"
FLOOR PLAN - LEVEL 02 - AREA A
842 COUNTERTOP COILING DOOR
MASTER CONTROLS
920 PROVIDE WALL FURR OUT (INTERIOR
SIDE OF ROOM) TO ALLOW FOR 8"
RECESS FOR DISPLAY
EQ-33 MICROWAVE
EQ-35 REFRIGERATOR, UNDERCOUNTER
EQ-39 REFRIGERATOR, FRENCH DOORS
EQ-39A REFRIGERATOR, FULL SIZE BUT SMALLER
EQ-40 SAFE
EQ-41 LARGE RECYCLE BINS & SHREDDER
EQ-5 RECESSED FIRE EXTINGUISHER CABINET
(FULLY RECESS AT 6" STUD OR GREATER
AND SEMI-RECESSED AT 3 5/8" STUD)
EQ-11 COPY/ PRINTER
EQ-11A COPY/ PRINTER, TABLE TOP
EQ-13 DISHWASHER
EQ-16 WATER COOLER
EQ-17 COFFEE MAKER
EQ-19 FLATSCREEN DISPLAY, 65" UON
EQ-24 HD FILES
EQ-25 KIOSK
EQ-30A UNDERCOUNTER TRASH BIN
EQ-30B UNDERCOUNTER RECYCLE BIN
EQ-32 MARKER BOARD
TRUE NORTH
ASI 039 FEBRUARY 16, 2021
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147
FD
FD
FD
FD
DN
72"ACAC AC44"ACACACACACACAC AC
AC
AC
AC
AC
ACWP/WRAC
D
AC
ACACC.1
B.3
B.2
B.1
2.14 2.12 2.10
A.15
1.2
1.17 1.13 1.11 1.81.101.14 1.5
COURT CONF
260B
ADA SHOWER
280C
ADA SHOWER
280B
SHOWER
280F
SHOWER
280E
LOUNGE
291
STORAGE
294A
DATA CENTER
270
ELECT.
271
LOCKER
ROOM
280
RR (SECURE)
RR-260
C.R.
280G
MEN'S RR
RR-266
SECURE
260C
CUSTODIAL
273
ADA SHOWER
280A
IT
272
C.R.
280H
C.R.
280I
C.R.
280J
IT OFFICE
274
RR
RR-292
ADA-RR
RR-290
131' - 4"39' - 0"32' - 4"7' - 4" 25' - 4"46' - 0"3' - 8"SHOWER
280D
C
294A
C-270271
260C.1
RR-260 S-226.3RR-266 C-200280.1273
270272276RR-290
RR-292
260.2 274280.2 294
280A
280B
280C
280D
280E
280F
280G
280H
280I
280J
291C
AREA A
AREA B
AREA B
AREA C
C
C
C C BREAK ROOM276CORRIDOR
C-290
CORRIDOR
C-270
CORRIDOR
C-200
CORRIDOR
C-240
BREAK ROOM
251A
C
ELEV 4
EL-260
STAIR 3
S-226
STAIR 4
S-251
EQ-90EQ-90
EQ-26
EQ-14
TYP
EQ-14
TYP
EQ-14TYP
EQ-42
EQ-42
EQ-36
EQ-36
BUNK ROOM
270A
EQ-39A
TRAINING
ROOM
294
C
EQ-5
ABOVE
ABOVE
270A270A.1
260C.2
C
CL
17' - 6"CLCL13' - 2"13' - 6"8' - 6"GENERAL NOTES
1. ALL MECH. ELEC. PLUMB. AND TECHNOLOGY INFO SHOWN IS TO DETERMINE
DEVICE LOCATION AND POSITION.
2. RE: MEPT DRAWINGS FOR QUANTITIES AND ALL OTHER INFORMATION
REGARDING WALL, CEILING AND FLOOR MOUNTED DEVICES
3. REFER TO EQUPIMENT SCHEDULES ON A-505, A-506 AND A-507 FOR
PROCUREMENT AND INSTALLATION RESPONSIBILTY (I.E. OFOI vs OFCI vs CFCI)
ANY DISCRAPANCIES TO BE BROUGHT TO ARCHITECTS ATTENTION PRIOR TO
PROCUREMENT AND INSTALLATION
WORK NOTES DEVICE MOUNTING HEIGHT DETAILEQUIPMENT TAGS (RE: A-505, A-506, A-507 FOR FULL EQUIPMENT SCHEDULE)SECURITY / ELECTRICAL EQUIPMENT
40"IU
IC
VA
IC
M
PA
S
ADA PUSH BUTTON
CAMERA (WALL MOUNTED)
CAMERA (PTZ)
CARD READER
FIRE ALARM PULL
IC
CAM
DATA/TEL/POWER (FLOOR BOX)
IN USE LIGHT
INTERCOM W/ CAMERA
INTERCOM (VOICE ACTIVATED)
INTERCOM SWITCH
MICROPHONE
PA SPEAKER
SPEAKER
R
M
C
T
R
TC
LUMINAIRE, WALL MOUNTED
LUMINAIRE, WALL
MOUNTED LINEAR
LIGHT SWITCH
CONTROLLED ACCESS,
MONITOR ACTIVATED
CONTROLLED ACCESS,
CARD ACTIVATED
CO2 SENSOR, RE: MECH
THERMOSTAT, RE: MECH
RECORDING DEVICE
TELECOM / DATA DEVICE (I.E. WALL
PHONE, DATA FURN. FEED, EMERG.
PHONE, DATA OUTLET, RE: TECH
REQUEST BUTTON, RE: TECH
REMOTE ACCESS,
MONITOR ACTIVATED
R
FIRE ALARM STROBE
WILLIAM A.
HANSON
1898
FOETATS MONT
A
NAEMANZOB
TA N ANOM
A R C H IT ECTDESNECIL Project Number:
Drawn By:
Reviewed By:
Approved By:
Issue Date
ThinkOne Architects
101 E Main St. Studio 1
Bozeman, MT, 59715
T: 406-586-7020
Architect MEP EngineerAssociate Architect
Landscape Architect
Information Technology
Civil Engineer
Seal
Project Number
Acoustical Engineer
TCA Architecture + Planning
6211 Roosevelt Way Ne
Seattle, WA 58115
T: 206-522-3830
Associated Construction Engineering Inc.
12 N Broadway
Belgrade, MT, 59714
T: 406-388-3320
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
Design 5 Landscape Architecture
37 E Main St
Bozeman, MT, 59715
T: 406-587-4873
BCER Engineering
10807 New Allegiance Dr., Suite 400
Colorado Springs, CO 80921
T: 719-533-1112
Big Sky Acoustics
PO BOX 27
Helena, MT 59624
T: 406-457-0407
Langlas & Associates, Inc.
1019 E Main Street, Suite 101
Bozeman, MT 59715
T: 406-585-3420
General Contractor
City of Bozeman
121 N Rouse Ave.
Bozeman, MT 59715
T: 406-582-2300
F: 406-582-2301
901 N. ROUSE AVE. & 300 E. OAK ST.,
BOZEMAN MT
AndersonMasonDale Architects, P.C.
3198 Speer Boulevard
Denver, CO 80211
T: 303-294-9448
Associate Architect Structural Engineer
Morrison-Maierle, Inc.
2880 Technology Blvd.
Bozeman, MT 59715
T: 406-587-0721
ISSUE FOR CONSTRUCTION AUGUST 14, 2020
ISSUE FOR BID JUNE 04, 2020
ADDENDUM 01 JULY 01, 2020
ADDENDUM 03 JULY 07, 2020
ADDENDUM 04 JULY 27, 2020
ADDENDUM 05 AUGUST 7, 2020
ASI 016 OCTOBER 9, 2020
2/16/2021 10:16:04 AMA-132b
POWER, SIGNAL, EQUIPMENT PLAN -
LEVEL 02 - AREA B
1825
DJ
SH
JT
BOZEMAN PUBLIC
SAFETY CENTER
1825
CITY OF BOZEMAN
4' 16'2' 8'
1/8" = 1'-0"
POWER AND SIGNAL PLAN - LEVEL 02 - AREA B
EQ-42 PROJECTOR, CEILING MOUNTED
EQ-90 PERSONAL LOCKER STORAGE
EQ-5 RECESSED FIRE EXTINGUISHER
CABINET (FULLY RECESS AT 6"
STUD OR GREATER AND
SEMI-RECESSED AT 3 5/8" STUD)
EQ-14 LOCKER / CHANGING ROOM
BENCHES
EQ-26 2-TIER PERSONAL LOCKER
STORAGE
EQ-36 PROJECTION SCREEN, CEILING
MOUNTED
EQ-39A REFRIGERATOR, FULL SIZE BUT
SMALLER
ASI 039 FEBRUARY 16, 2021
DocuSign Envelope ID: 4C80670E-29B7-4537-9685-EE2BD23A1147