Addendum #001 January 14, 2020
Addendum #001
January 14, 2020
Project: To: From:
Attached: Page(s):
BYU-Idaho ? Spori Annex 2019 A Sculpture and Ceramics Facility for University Academics
Project No: 11513
Contractors bidding on the Spori Annex project
Chad Alldredge, University Architect Architecture & Construction Management Services 213 University Operations Building Rexburg, Idaho 83460-8205
(208) 496-2659 Fax (208) 496-2653
1 Door Hardware, 3 Civil, 2 Landscape, 2 Architectural, 1 Mechanical, 1 Electrical
12 including this cover page.
This Addendum forms a part of the Contract Documents and modifies the original Bid Documents dated 27 November 2019 as noted below. Acknowledge receipt of this Addendum in the space provided in the lower part of page 2 of the Form of Proposal. Failure to do so may subject the Bidder to disqualification.
I.
CHANGES TO PRIOR ADDENDA:
A N/A
II. CHANGES TO BIDDING REQUIREMENTS:
A Project Dates ? clarification is given that construction at the project site cannot start until January 29, 2020. Equipment and materials submittals can proceed prior to that as it is anticipated a contract will be awarded shortly after the bid date. The project completion date is still October 31, 2020.
III. CHANGES TO SPECIFICATIONS:
A Section 08 87100 pages 16-17, Door Hardware: Add changes as indicated in RED on the attached sheet.
B
Section 33 3313 page 4, Sanitary Utility Sewerage: Add 3.4 B; Video recording of piping
shall be provided to ensure field quality control as per 3.3 B. Failure to install pipe
properly shall be cause for rejection and replacement of piping system at no additional cost
to Owner.
IV. CHANGES TO DRAWINGS:
A Sheet C100, Civil Demo Sheet: The existing curb and gutter immediately north of the Clarke building will be removed as well as the asphalt all the way to the building on the east end of the north fa?ade where two existing ADA stall currently are. Irrigation manhole demolished. Retaining wall with light pole and stairs with upper and lower landings to be preserved and protected.
Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu
B
Sheet C102, Civil Grading Sheet: Sidewalk from the northeast man door out of the
Clarke building to the east. Sidewalk south of existing mechanical enclosure
continues east, but not go up to the mechanical enclosure wall. Sidewalk toward the
southwest Spori Annex entry continues north to a new mechanical enclosure wall
and gate and into a gated area for a dust collector to rest upon. Notes about fill.
Slab at northeast Spori Annex entry extended south for bike rack. Slab outside of
Mechanical Riser Room 116 is on east side not the west.
C
Sheet C103, Civil Utility and Concrete: Adjustments to area northeast of Clarke
building.
D Sheet L101, Landscape Planting Plan: Add plantings north of the Clarke building between the building and the driveway between the Clarke building and Spori Annex.
E
Sheet L102, Landscape Irrigation Plan: Add irrigation north of the Clarke building
between the building and the driveway between the Clarke building and Spori Annex.
Also, the triangle of existing lawn to the northwest of the Spori Annex parking lot and
the mow strip north of the parking lot between the existing sidewalk and the 2nd South
road.
F
Sheet AE100, Site Plan: Changes to the handrails, irrigation manhole, bike rack, parking
sign, and notes.
G Sheet AE602, Door Schedule & Details: Changes as indicated in RED on the attached door hardware sheet made to the Door Schedul and Door Hardware Schedule.
H Sheet M1.1, Mechanical Floor Plan: Add duct smoke detector for unit shutdown, relocate transfer grill, add smoke damper to transfer grill with ceiling smoke detector each side within three feet, increase size of transfer grill.
I
Sheet E3.0, Fire Alarm Plan: Make connections to smoke detectors and dampers, provide
relay and monitor modules and program.
End of Addendum #001
Issued by:
Chad Alldredge
Chad Alldredge | University Architect | Phone: (208) 496-2659 | Fax: (208) 496-2653 | alldredgec@byui.edu
BYU-I Spori Annex VER 02, CHGS ONLY, 01-06-20
HW SET: 04
DOOR NUMBER: (INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING DOORS)
104A
118
3 EA HINGE
1 EA PASSAGE SET 1 EA WALL STOP 3 EA SILENCER
5BB1 4.5 X 4.5 NRP (OR AS REQ'D BY FRAME) ND10S RHO WS406/407CCV SR64 (OR AS REQ'D BY FRAME)
652
IVE
626AM SCH
630
IVE
GRY IVE
HW SET: 04.1
DOOR NUMBER: (INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING DOORS)
111
112A
112B
117C
3 EA HINGE
1 EA PASSAGE SET 1 EA SURFACE CLOSER 1 EA KICK PLATE 1 EA WALL STOP 1 EA GASKETING
5BB1 4.5 X 4.5 NRP (OR AS REQ'D BY FRAME) ND10S RHO 4040XP EDA MC 8400 10" X 2" LDW B-CS WS406/407CCV 488SBK PSA
652
IVE
626AM 689 630 630 BK
SCH LCN IVE IVE ZER
HW SET: 07
DOOR NUMBER: (INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING DOORS)
110B
113
115
119B
119C
3 EA HINGE
5BB1 4.5 X 4.5 NRP
652
1 EA POWER TRANSFER
EPT10
689
1
EA ELEC CLASSROOM LOCK AD-300-CY-70-MTK-RHO-J 12/24 626
VDC
(BY INTEGRATOR)
1 EA FSIC PERMANENT CORE 23-030
626
EV 29
1 EA SURFACE CLOSER
4040XP EDA MC
689
1 EA KICK PLATE
8400 10" X 2" LDW B-CS
630
1 EA WALL STOP
WS406/407CCV
630
1 EA GASKETING
488SBK PSA
BK
1 EA PANEL INTERFACE
(DR 110B, 119B, & 119C ONLY)
BY DIV 28
(BY INTEGRATOR)
POWER SUPPLY
BY DIV 28
IVE VON SCE
SCH
LCN IVE IVE ZER
B/O
B/O
CARD OR KEYPAD IN. USER PRESENTS CREDENTIAL, LOCKSET LEVER RELEASES, USER OPENS DOOR TO ENTER. DOOR POSITION AND REQUEST TO EXIT IS INTEGRAL TO THE LOCK.
W 2ND S
W.V.
S 1ST E
4 1
6 5
R4.00'
4
6 24.00'
2778.88'
4 4
6
1 7
5 7
4 4
6 4
4 5
4 5
REMOVE AND REPLACE
EXISTING MANHOLE
6 5
17.00'
OFFICE 101 EAST ENTRY 101
5 1
7
4
8.00'
1 7
7 7
4
OFFICE 101
WEST ENTRY 101 CERAMICS CLASSROOM 101
FOYER 101
HALLWAY 101
WOMEN'S RESTROOM
101
MEN'S RESTROOM
101
SCULPTURE CLASSROOM
101
MECH. CHASE
101
HVAC W.V. W.V. W.V.
4 1
7 4
4
2 4
4
4
8.00'
MECHANICAL & ELECTRICAL ROOM 101
DATA ROOM
101
CUSTODIAL ROOM 101
PLASTER AREA 101
FURNITURE STORAGE
101
4
1 1
4 4
HVAC W.V.
3 4
4 3
3
4 4
3 SC
4
4
W.V.
4
REMOVE EXISTING IRRIGATION MANHOLE AND REPLACE WITH REGULAR IRRIGATION BOX.
4
SC
SC
SC
WOOD SHOP 101
FOUNDRY, FORGE, & WELDING AREA
101
TOOL ROOM
101 B.F.A. STUDIO
101
HALLWAY 101
1 4
1 1
4 4
3 1
KILN ROOM
101
OUTDOOR RAKU KILN AREA
101
HALLWAY 101
4
CLAY MIXING & DRY STORAGE
101
GLAZING ROOM
101
CLAY STORAGE
101
DAMP ROOM
101
1 1
2 3
3
1 1
4 3
7 2
2
4
7
HVAC HVAC
W.V.
1 NEW PROPOSED STEAM LINE
3 7
1
SAW CUT AT NEAREST JOINT
7 EXISTING STEAM VAULT
1
REMOVE EXISTING CURB AND
CONCRETE
2
REMOVE EXISTING ASPHALT IN
CROSS HATCHED AREA
3
REMOVE AND REPLACE EXISTING
STEAM LINE FROM CAP IN
DEMOLITION PLAN TO EXISTING
VAULT OUTSIDE OF SPORI SEE
MECHANICAL PLAN FOR DETAILS
4
RETAIN AND PROTECT
REMOVE EXISTING STORM DRAIN 5
SYSTEM
6 REMOVE EXISTING LANDSCAPING
TO TOP OF SUB GRADE
7 SAW CUT AND REPAIR
?2019 BYU-IDAHO 525 SOUTH CENTER STREET
REXBURG, IDAHO, 83460
CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@ (208) 681-8590
STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795
ARCHITECTURAL Brigham Young University - Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659
MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@ (208) 233-0501
ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@ (208) 232-4439
LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@
1/13/2020
DRAWN BY:
Barry Bame bbame@ 208-757-7514
CHECKED BY:
Blake Jolley
DOCUMENT STATUS STATUS
DATE
REVISION SCHEDULE
NO.
DESCRIPTION
DATE
BRIGHAM YOUNG UNIVERSITY - IDAHO
SPORI ANNEX
PROJECT NAME:
NOTE:
1. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES.
2. CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY.
3. ENSURE 10' MINIMUM HORIZONTAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ.
4. ENSURE 18'' MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ.
6. CONTRACTOR TO VERIFY A MIN. OF 24" PIT RUN FOR ASPHALT AREA.
7. ANY ASPHALT AND ROAD BASE AREA THAT IS REMOVED AND REPLACED WITH LANDSCAPE WILL NEED A MIN. OF 12" TOPSOIL FOR PLANTING.
8. ALL LANDSCAPE TP BE DONE PER THE LANDSCAPE PLAN.
PROJECT NO: 10569 SHEET NAME:
CIVIL DEMO SHEET
SHEET NUMBER:
C100
OF
W 2ND S
W.V.
S 1ST E
CURB CUT FOR APPROACH AS NEEDED AND REPLACE CONCRETE WALK TO MATCH.
4886 4887 4888
-2 .4 7 %
4888 4889 4890 4891 4892
4893 4894
0 89 4
9 8 8 4
8 8 8 4
7 8 8 4
6 8 8 4
4885 4884
4886.50 TOP
4885.56 TBC-PC
4887
4890
4885 4 8
8 6
4885
4885.10 TBC-PC
4884.70 TBC-PI
4885.85 TBC-PI
4885.98 TBC-PI
4886.35 TBC-PI
4884
4885.00 TOP
4883.12 TBC-PI
-4.93%
4885.98 TBC-PI
4883.04 TBC-PI
4882.47 TSW-MATCH
4882.95 TBC-PI-LP
4883.02 TSW-PC
4883.63 TSW-PC
4882.74 4883.85
TSW-PC TSW-PC
4882.70 TSW-PC
4884.36 TSW-PC
4884.48 TBC-PC
4882.00 TSW-MATCH
4883.93 TSW-MATCH
-4.21%
-1.99%
4885.00 TSW-PI
4884.76 TSW-PC
4884.21 TSW-PC
4885.26 TSW-MATCH
4891.13 TBC-MATCH
4893.50 4892.34
TOP
TBC-PC
4893.66 TBC-MATCH
4896.64 4893.57
TOP TBC-PC
4898.77 TOP
4898.12 TBC-PC
4897.50 TSW-MATC4H897.70
TSW-PC
4898.75 TBC-PC
??? TBC-PC
% 5 .9 -4
6 9 8 4
4 9 8 4
4892.12 TBC-PI
37.00' TBC-TBC
-4.61% 4893.65 TBC-PI
-3.76%
4897.34 TBC-PI
4896.73 TBC-PI
4896.63 TBC-PI
-5.06% 24.00' TBC-TBC
4897.31 TBC-PC
4897.13 TBC
4897.34 TBC-PI-HP
4891.11 TBC-PI
4890.89 TBC-PI
4891.80 GB
4893.28 TBC-PI
4893.38 TSW
-1.92%
4896.22 TBC-PI
4894.46 TBC
4893.96 TBC
-2.85%
4895.73 TSW
4894.36 TBC
4895.73 TSW
4894.93 4894.96
TBC TBC
4896.11 TBC-PI
4895.69 44889955.6.611 TSW-PC TTBBCC-P-PI I
4894.10 TSW
4895.90 TSW-PI
OFFICE 101 EAST ENTRY 101
4895.69 TSW-PC
4895.81 TSW-PC
4895.90 TSW-PC 4895.90 TSW-PI
FURNITURE STORAGE
101
4896.00 TSW-PC
WOOD SHOP 101
4896.00 4896.00 TSW-PI TSW-PI
PLASTER AREA 101
SCULPTURE CLASSROOM
101
HALLWAY 101
GLAZING ROOM
101
4890.70 TBC-PI
-2.40%
4891.80 TBC-PI
4895
MEN'S RESTROOM
101
PROPOSED BUILDING: FF: 4896.00'
CUSTODIAL ROOM 101
MECHANICAL & ELECTRICAL ROOM 101
MECH. CHASE
101
FOYER 101
HALLWAY 101
4892 4893 4894
4889.82 TBC-PI
4891.57 TSW-PC
4891.89 TSW-ADA-END
DATA ROOM
101
WOMEN'S RESTROOM
101
4890.10 TSW-PC
4891.03 TSW-PC
4892.06 TSW
HALLWAY 101
4890.15 TSW-PC
4888.05
TSW-PC
4890.04
TSW-ADA-BEGIN
4890.18 TSW-PC
4889.09 TSW-MATCH
4888.87 TSW-MATCH
4889.91
TSW-PC
4890.34
TSW-PC
4890.39
TSW-PC
4890.42
TSW-PC
4889.78 TSW-PC
4889.54 TSW-MATCH
4892.05 TSW-ADA-BEGIN
4893.95 TSW-ADA-END
4890.58 TSW
4892.21 TSW-ADA-BEGIN
4896.00 FF
4894.12 TSW-ADA-BEGIN
OFFICE 101
WEST ENTRY 101 CERAMICS CLASSROOM 101
4895.90 TSW-ADA-END
4895.74 TSW-ADA-END
4896.00 TSW-PI
4896.00 TSW-PI
DAMP ROOM
101
4894.48 TSW-ADA-BEGIN
4890.87 TSW
4894.80 TSW-PI
4893.90 TSW-PI
4890.11 4889.78
TSW-PC TSW-MATCH
4890.25
TSW-MATCH
4890.54 TSW-PC
4892.08 TSW-PI
4891.92 TSW-PI
4892.14 TSW-PI
4890.62 TSW-MATCH
4891.92 TSW-PI
4892.13 TSW-MATCH
4891.92 TSW-MATCH
TOOL ROOM
101 B.F.A. STUDIO
101
KILN ROOM
101
4896.84 TBC
4896.60 TBC-PC
4897.07 TBC-PI-LP
4897.09 TBC-PI
48974.18797.11 TBC-TPBCC-PC
4897.12 TBC-MATCH
% 4 .7 -2
4895.97
TSW-PC 4895.76
4895.94
TBC TSW-PC
4 .8
9 %
4895.92 TSW-PC
4895.99 TSW-PC 4896.00 TSW-PC
4895.58 TSW-PC
4895.42 TBC-PC
4896.55 TBC-PC
4896.58 TBC END
FOUNDRY, FORGE, & WELDING AREA
101
4895.54 TSW-PC
4895.38 TBC-PC
-4.01%
4896.47 TBC-PC
OUTDOOR RAKU KILN AREA
101
-3.84%
CLAY MIXING & DRY STORAGE
101
CLAY STORAGE
101
4895.23 TSW-PC
4895.37 TSW-PC
-3.57%
24.00' TBC-TBC
4895.08 TSW-PC
4894.96 TSW-PC
4894.92 TBC-PC
4894.84 TBC-LP
-3.36%
4894.91 TBC-PC
4894.34 VG-PI
-3.00%
4895
4894.92 4894.33
TBC END VG-PI
4895.72 TBC-PC
4895.38 TBC END
4894.55 TOA-MATCH
4894.27 VG-BTM
4894.04 VG-PI
4894.04 VG-PI
4894.65 TOA-MATCH
4894.31 TOA-MATCH
4893.92 VG-BTM
4894.60 TOA-MATCH
SC
SC
HVAC
W.V.
SC
SC
HVAC
LEGEND
EXISTING CATCH BASIN EXISTING FIRE HYDRANT
EXISTING POWER POLE EXISTING LIGHT POLE
EXISTING WATER VALVE EXISTING STORM DRAIN MANHOLE EXISTING SANITARY SEWER MANHOLE EXIST. CURB & GUTTER PROPERTY LINE GRADE BREAK SAW CUT STREET RIGHT-OF-WAY (ROW) EASEMENT LINE EXIST. FENCE LINE EXISTING UNDERGROUND POWER EXISTING STEAM CONDUIT EXISTING HVAC EXISTING IRRIGATION EXISTING SANITARY SEWER LINE EXISTING WATER LINE EXISTING 12" STORM DRAIN EXISTING GAS SERVICE PROPOSED GAS LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR
PROPOSED CONCRETE
EXISTING CONCRETE RETAIN AND PROTECT EXISTING BUILDING RETAIN AND PROTECT LANDSCAPING
EXISTING ASPHALT
PROPOSED ASPHALT
?2019 BYU-IDAHO 525 SOUTH CENTER STREET
REXBURG, IDAHO, 83460
CIVIL ENGINEER Connect Engineering 1150 Hollipark Dr. Idaho Falls, ID 83401 Contact: Blake Jolley bjolley@ (208) 681-8590
STRUCTURAL ENGINEER Tanner Barfuss Structural Engineering 233 N 1250 W #201 Centerville, UT 84104 Contact: Don Barfuss dbarfuss@tbse.us (801) 298-8795
ARCHITECTURAL Brigham Young University - Idaho 525 South Center Street 213 University Operations Building Rexburg, ID 83460-8205 Contact: Chad Alldredge alldredgec@byui.edu (208) 496-2659
MECHANICAL ENGINEER Engineered Systems Associates 1135 East Center Street Pocatello, ID 83204 Contact: Dwane Sudweeks dcs@ (208) 233-0501
ELECTRICAL ENGINEER Payne Engineering INC. 1823 East Center Street Pocatello, ID 83201 Contact: Todd Payne payneengineering@ (208) 232-4439
LANDSCAPE DESIGNER Weaver & Associates 1605 S Woodruff Avenue Idaho Falls, ID 83404 Contact: Dave Weaver weaverlandscape@
1/13/2020
3" DEPTH ASPHALT PLANT MIX
3
4" DEPTH CRUSHED 4" MINUS AGGREGATE LEVELING COURSE COMPACTED TO 95% ASTM D698
PARKING LOT SECTION
24" MIN. DEPTH UNCRUSHED AGGREGATE SUBBASE COURSE COMPACTED TO 95% ASTM D698
GEOTEXTILE (SUBGRADE SEP. CL. 2)
SUBGRADE EARTH COMPACTED TO 95% ASTM D698
DRAWN BY:
Barry Bame bbame@ 208-757-7514
CHECKED BY:
Blake Jolley
DOCUMENT STATUS STATUS
DATE
REVISION SCHEDULE
NO.
DESCRIPTION
DATE
PROJECT NAME:
BRIGHAM YOUNG UNIVERSITY - IDAHO
SPORI ANNEX
NOTE:
1. CONTRACTOR TO FIELD VERIFY EXISTING UTILITIES LOCATION PRIOR TO CONNECTION PROPOSED UTILITIES.
2. CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND COORDINATE WITH EACH UTILITY COMPANY.
3. ENSURE 10' MINIMUM CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS.
4. ENSURE 18'' MINIMUM VERTICAL CLEARANCE BETWEEN ALL POTABLE AND NON-POTABLE LINES ARE MET PER IDEQ AND CITY OF REXBURG STANDARDS
5. CONTRACTOR TO VERIFY EXISTING SERVICES AND INSTALL IF NOT EXISTING.
6. CONTRACTOR TO VERIFY A MIN. OF 24" PIT RUN FOR ASPHALT AREA. 7. ANY ASPHALT AND ROAD BASE AREA THAT IS REMOVED AND
REPLACED WITH LANDSCAPE WILL NEED A MIN. OF 12" TOPSOIL FOR PLANTING. 8. ALL LANDSCAPE TP BE DONE PER THE LANDSCAPE PLAN.
STORM WATER INFORMATION: PRECIPITATION FACTOR: 0.90
INTENSITY: 1.0" PARKING LOT AREA: 37,800 SQ. FT. BUILDING AREA: 9,350 SQ. FT. TOTAL AREA: 47,150 SQ. FT.
PROJECT NO: 10569 SHEET NAME:
CIVIL GRADING
SHEET
BUILDING VOLUME DIRECTED TO EXISTING BYUI STORM SYSTEM: 695 CU. FT.
PARKING LOT AREA DIRECTED TO THE CITY SYSTEM WITH SLOW RELEASE: 2,810 CU. FT.
TOTAL SITE VOLUME: 3,505 CU. FT.
SHEET NUMBER:
C102
OF
................
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