03 -Attachment B - Roof Drawings for Hail Damage Roof Repairs at 8 schools.pdf
PDF 14 MB Posted
- Attached to
- ITB# 26-15 Roofing Contractor Package #1
- Solicitation number
- 26-15
- Issued by
- Boulder County, Lakewood City, Colorado
About this file
This document is a comprehensive roof repair project set of plans and specifications for multiple schools in the Boulder Valley School District, prepared by Cave Consulting Group, Inc. for the 2026 fiscal year. The project encompasses roof repairs for eight different school sites: Angevine Middle School, Broomfield Heights Middle School, Broomfield High School, Centaurus High School, Fireside Elementary School, Sanchez International School, University Hill Elementary School, and University Hill Primary School. The scope of work includes various repair and replacement activities such as removing and replacing skylights, shingle roofs, metal roof panels, EPDM roofing, coping cap flashing, gutters, and downspouts. Each school has specific repair requirements, with work primarily focused on hail-related damage and maintaining the existing architectural style and color schemes.
The project is scheduled for implementation in 2025, with specific notes indicating some sites like Fireside Elementary require work to be started by May 25th and main entrance areas completed by June 1st. The repairs are categorized under Alteration Level I, with consistent construction parameters across sites: Occupancy Class E, Type II-B Construction, Risk Category III, and a standard wind load of 110 mph. While specific total project costs are not detailed, the documents indicate varying roof areas ranging from approximately 8,084 to 120,764 square feet across the different schools. The repair work will be color-coordinated and match existing materials, with color selections to be made by Cave Consulting Group for most locations.
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Text version
DATE: AUGUST 25, 2025
DRAWN BY: ZSS
CHECKED BY: RC
VERSION: 01 (8/25/2025)
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9D & G LOCATED NORTH ON SPORTS COMPLEX
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ANGEVINE MIDDLE SCHOOL ROOF REPAIRS
N.T.S.
N
A. REMOVE AND REPLACE SKYLIGHTS (4 EACH) - MATCH SIZE & STYLE
B. REMOVE AND REPLACE COPING CAP FLASHING (APPROX. 3,900 L.F.) - MATCH
PROFILE AND ORIGINAL COLOR
C. REMOVE AND REPLACE LARGE COPING CAP FLASHING (APPROX. 510 L.F.) -
MATCH PROFILE AND ORIGINAL COLOR
D. REMOVE AND REPLACE SHINGLES ON SHED ROOF (APPROX. 104 S.F.) - COLOR
TO BE SELECTED BY CCG.
E. REMOVE AND REPLACE EPDM ROOF ON BRICK BUILDING 1 (APPROX. 402 S.F.) -
REPLACE INSULATION / COVER BOARD WITH LIKE MATERIALS AND NEW
ADHERED EPDM
F. REMOVE AND REPLACE COPING CAP FLASHING ON BRICK BUILDING 1 (APPROX.
81 L.F.) - MATCH PROFILE AND ORIGINAL COLOR
G. REMOVE AND REPLACE MODIFIED ROOF ON BRICK BUILDING 2 (APPROX. 491
S.F.) - REPLACE INSULATION / COVER BOARD WITH LIKE MATERIALS AND NEW
ADHERED EPDM
H. REMOVE AND REPLACE COPING CAP FLASHING ON BRICK BUILDING 2 (APPROX.
91 L.F.) - MATCH PROFILE AND ORIGINAL COLOR
VICINITY MAP
CODE ANALYSIS
STATE OF COLORADO GOVERNING CODES:
For the Public Schools Construction Program
2022 International Building Code 2022 International Fire Code 2022 International Mechanical Code 2022 International Existing Building Code 2022 International Energy Conservation Code
ALTERATION LEVEL: I
OCCUPANCY CLASS: E
TYPE OF CONSTRUCTION: II-B
RISK CATEGORY: III
TOTAL ROOF AREA: 120,764sf
NUMBER OF STORIES: 1
BUILDING HEIGHT: 18'
WIND LOAD: 110mph
ROOF R-VALUE: R-30
SCOPE OF WORK
N
KEY PLAN
INDICATES HAIL
RELATED WORK
1. DO NOT SCALE DRAWINGS.
2. REMOVE ABANDONED CURBS AND EQUIPMENT, COORDINATE WITH CAVE
CONSULTING GROUP.
3. PROVIDE CRICKETS BETWEEN DRAINS AND WALLS. PROVIDE CRICKETS BEHIND
ALL CURBS, REGARDLESS OF SIZE. COORDINATE WITH CAVE CONSULTING
GROUP.
4. ALL CURBS WILL BE COUNTER-FLASHED, NO EXCEPTIONS.
5. PROVIDE PAD AND CONC SPLASHBLOCKS AT ALL DOWNSPOUTS.
6. THE ROOFING CONTRACTOR IS RESPONSIBLE TO CUT THE LIMBS OF TREES
AND/OR SHRUBS THAT INTERFERE WITH THE PROPOSED ROOFING, COORDINATE
WITH CAVE CONSULTING GROUP.
7. AT THE ENDS OF ALL FLASHING PROVIDE SHEETMETAL CLOSURE, COORDINATE
WITH CAVE CONSULTING GROUP.
8. IF DURING A DAY'S WORK CONDITIONS ARE OTHER THAN EXPECTED THE
ROOFING CONTRACTOR MUST CALL CAVE CONSULTING GROUP TO RESOLVE THE
ISSUE. NO CHANGE ORDERS WILL BE APPROVED FOR UNFORESEEN ITEMS IF THE
CONSULTANT IS NOT NOTIFIED.
9. PROVIDE PADS AND CONC PAVERS AT LADDERS.
10. PROVIDE WALK PADS AND CONCRETE PAVERS AT THE SERVICE SIDES OF ROOF
TOP UNITS, COORDINATE WITH CAVE CONSULTING GROUP.
11. COORDINATE MIN HTS LIKE PLUMBING FIXTURES AND ELECTRICAL CONDUITS
AND CLEARANCES WITH APPLICABLE CODES. ENSURE THAT ALL ELECTRICAL
CONDUIT AND/OR LIGHTING MUST BE IN WORKING CONDITION AT THE PROJECT
COMPLETION.
12. METAL STRAPS MUST BE USED TO SECURE CONDENSER UNITS AS DIRECTED BY
CAVE CONSULTING GROUP.
13. IT IS THE RESPONSIBILITY OF EVERY ROOFING CONTRACTOR BIDDING TO VERIFY
THE EXISTING ROOF ASSEMBLY.
14. CAVE CONSULTING GROUP WILL INSPECT THE PROJECT ONE TIME AFTER THE
ROOFING CONTRACTOR CERTIFIES THAT ALL PUNCH LISTS ITEMS ARE
COMPLETE. $500 WILL BE DEDUCTED FROM THE CONTRACT BALANCE FOR EVERY
SUBSEQUENT REINSPECTION.
15. ALL CLOSEOUT DOCUMENTS INCLUDING WARRANTEES ARE DUE TO CAVE
CONSULTING GROUP WITHIN THIRTY (20) DAYS OF THE ISSUANCE OF THE PUNCH
LIST. IF DOCUMENTS ARE NOT SUPPLIED AS REQUIRED BY CAVE CONSULTING
GROUP AND/OR THE OWNER LIQUIDATED DAMAGES MAY BE APPLIED.
16. NOT ALL EQUIPMENT IS SHOWN, CONTRACTOR NEEDS TO VERIFY EXISTING
QUANTITY AND TYPES OF EQUIPMENT AND COORDINATE WITH ARCH AND MEP.
17. CONTACT CAVE CONSULTING GROUP WITH ANY QUESTIONS PERTAINING TO THIS
PROJECT PRIOR TO BID TIME.
18. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH CONSTRUCTION STANDARDS
OF THE OWNER.
GENERAL NOTES
CHECKED BY: RC
VERSION: 01 (8/25/2025)
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3 SHED ROOF NORTH 2 SHED ROOF WEST1 SKYLIGHTS
9 BRICK BLDG. 2 NORTH8 BRICK BLDG. 2 SOUTH7 BRICK BLDG. 2 WEST
6 BRICK BLDG. 1 WEST5 BRICK BLDG. 1 SOUTH4 BRICK BLDG. 1 EAST
CHECKED BY: RC
VERSION: 01 (8/25/2025)
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BROOMFIELD HEIGHTS MIDDLE SCHOOL ROOF REPAIRS
N.T.S.
N
A. REMOVE AND REPLACE SHINGLE ROOF ON SHED 1 (APPROX. 105 S.F.) - COLOR
TO BE SELECTED BY CCG
B. REMOVE AND REPLACE SHINGLE ROOF ON SHED 2 (APPROX. 105 S.F.) - COLOR
TO BE SELECTED BY CCG
VICINITY MAP
CODE ANALYSIS
STATE OF COLORADO GOVERNING CODES:
For the Public Schools Construction Program
2021 International Building Code 2021 International Fire Code 2021 International Mechanical Code 2021 International Existing Building Code 2021 International Energy Conservation Code
ALTERATION LEVEL: I
OCCUPANCY CLASS: E
TYPE OF CONSTRUCTION: II-B
RISK CATEGORY: III
TOTAL ROOF AREA: 82,109sf
NUMBER OF STORIES: 1
BUILDING HEIGHT: 20'
WIND LOAD: 110mph
ROOF R-VALUE: R-30
N
KEY PLAN
INDICATES HAIL
RELATED WORK SCOPE OF WORK
1. DO NOT SCALE DRAWINGS.
2. REMOVE ABANDONED CURBS AND EQUIPMENT, COORDINATE WITH CAVE
CONSULTING GROUP.
3. PROVIDE CRICKETS BETWEEN DRAINS AND WALLS. PROVIDE CRICKETS BEHIND
ALL CURBS, REGARDLESS OF SIZE. COORDINATE WITH CAVE CONSULTING
GROUP.
4. ALL CURBS WILL BE COUNTER-FLASHED, NO EXCEPTIONS.
5. PROVIDE PAD AND CONC SPLASHBLOCKS AT ALL DOWNSPOUTS.
6. THE ROOFING CONTRACTOR IS RESPONSIBLE TO CUT THE LIMBS OF TREES
AND/OR SHRUBS THAT INTERFERE WITH THE PROPOSED ROOFING, COORDINATE
WITH CAVE CONSULTING GROUP.
7. AT THE ENDS OF ALL FLASHING PROVIDE SHEETMETAL CLOSURE, COORDINATE
WITH CAVE CONSULTING GROUP.
8. IF DURING A DAY'S WORK CONDITIONS ARE OTHER THAN EXPECTED THE
ROOFING CONTRACTOR MUST CALL CAVE CONSULTING GROUP TO RESOLVE THE
ISSUE. NO CHANGE ORDERS WILL BE APPROVED FOR UNFORESEEN ITEMS IF THE
CONSULTANT IS NOT NOTIFIED.
9. PROVIDE PADS AND CONC PAVERS AT LADDERS.
10. PROVIDE WALK PADS AND CONCRETE PAVERS AT THE SERVICE SIDES OF ROOF
TOP UNITS, COORDINATE WITH CAVE CONSULTING GROUP.
11. COORDINATE MIN HTS LIKE PLUMBING FIXTURES AND ELECTRICAL CONDUITS
AND CLEARANCES WITH APPLICABLE CODES. ENSURE THAT ALL ELECTRICAL
CONDUIT AND/OR LIGHTING MUST BE IN WORKING CONDITION AT THE PROJECT
COMPLETION.
12. METAL STRAPS MUST BE USED TO SECURE CONDENSER UNITS AS DIRECTED BY
CAVE CONSULTING GROUP.
13. IT IS THE RESPONSIBILITY OF EVERY ROOFING CONTRACTOR BIDDING TO VERIFY
THE EXISTING ROOF ASSEMBLY.
14. CAVE CONSULTING GROUP WILL INSPECT THE PROJECT ONE TIME AFTER THE
ROOFING CONTRACTOR CERTIFIES THAT ALL PUNCH LISTS ITEMS ARE
COMPLETE. $500 WILL BE DEDUCTED FROM THE CONTRACT BALANCE FOR EVERY
SUBSEQUENT REINSPECTION.
15. ALL CLOSEOUT DOCUMENTS INCLUDING WARRANTEES ARE DUE TO CAVE
CONSULTING GROUP WITHIN THIRTY (20) DAYS OF THE ISSUANCE OF THE PUNCH
LIST. IF DOCUMENTS ARE NOT SUPPLIED AS REQUIRED BY CAVE CONSULTING
GROUP AND/OR THE OWNER LIQUIDATED DAMAGES MAY BE APPLIED.
16. NOT ALL EQUIPMENT IS SHOWN, CONTRACTOR NEEDS TO VERIFY EXISTING
QUANTITY AND TYPES OF EQUIPMENT AND COORDINATE WITH ARCH AND MEP.
17. CONTACT CAVE CONSULTING GROUP WITH ANY QUESTIONS PERTAINING TO THIS
PROJECT PRIOR TO BID TIME.
18. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH CONSTRUCTION STANDARDS
CHECKED BY: RC
VERSION: 01 (8/25/2025)
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3 SHEDS 1 & 2 NORTHWEST2 SHED 1 EAST1 SHEDS 1 & 2 NORTHEAST
6 SHED 2 WEST5 SHED 2 EAST4 SHED 1 NORTHWEST
CHECKED BY: RC
VERSION: 01 (8/25/2025)
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D & E LOCATED NORTH OF MAIN BUILDING
ON FOOTBALL STADIUM
F, G, & H LOCATED EAST OF MAIN BUILDING
2 34
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BROOMFIELD HIGH SCHOOL ROOF REPAIRS
N.T.S.
N
A. COAT METAL ROOF PANEL (APPROX. 1,050 S.F.) - COLOR TO BE SELECTED BY
CCG
B. REMOVE AND REPLACE GUTTER & DOWNSPOUT (APPROX. 75 L.F.) - COLOR TO
BE SELECTED BY CCG
C. COAT METAL ROOF PANEL ON ROOF 1 (APPROX. 13,222 S.F.) - COLOR TO BE
SELECTED BY CCG
D. COAT METAL ROOF PANEL ON METAL ROOF 1 (APPROX. 2,876 S.F.) - COLOR TO
BE SELECTED BY CCG
E. COAT METAL ROOF PANEL ON METAL ROOF 2 (APPROX. 2,222 S.F.) - COLOR TO
BE SELECTED BY CCG
F. COAT METAL ROOF PANEL ON METAL ROOF 3 (APPROX. 2,066 S.F.) - COLOR TO
BE SELECTED BY CCG
G. REMOVE AND REPLACE SHINGLE ROOF ON SHED 1 (APPROX. 413 SQS) - COLOR
TO BE SELECTED BY CCG
H. REMOVE AND REPLACE SHINGLE ROOF ON SHED 2 (APPROX. 4.13 SQS) - COLOR
TO BE SELECTED BY CCG
VICINITY MAP
CODE ANALYSIS
STATE OF COLORADO GOVERNING CODES:
For the Public Schools Construction Program
2022 International Building Code 2022 International Fire Code 2022 International Mechanical Code 2022 International Existing Building Code 2022 International Energy Conservation Code
ALTERATION LEVEL: I
OCCUPANCY CLASS: E
TYPE OF CONSTRUCTION: II-B
RISK CATEGORY: III
TOTAL ROOF AREA: 68,407 sf
NUMBER OF STORIES: 1
BUILDING HEIGHT: 14'
WIND LOAD: 110mph
ROOF R-VALUE: R-30
N
KEY PLAN
INDICATES HAIL
RELATED WORK
SCOPE OF WORK
1. DO NOT SCALE DRAWINGS.
2. REMOVE ABANDONED CURBS AND EQUIPMENT, COORDINATE WITH CAVE
CONSULTING GROUP.
3. PROVIDE CRICKETS BETWEEN DRAINS AND WALLS. PROVIDE CRICKETS BEHIND
ALL CURBS, REGARDLESS OF SIZE. COORDINATE WITH CAVE CONSULTING
GROUP.
4. ALL CURBS WILL BE COUNTER-FLASHED, NO EXCEPTIONS.
5. PROVIDE PAD AND CONC SPLASHBLOCKS AT ALL DOWNSPOUTS.
6. THE ROOFING CONTRACTOR IS RESPONSIBLE TO CUT THE LIMBS OF TREES
AND/OR SHRUBS THAT INTERFERE WITH THE PROPOSED ROOFING, COORDINATE
WITH CAVE CONSULTING GROUP.
7. AT THE ENDS OF ALL FLASHING PROVIDE SHEETMETAL CLOSURE, COORDINATE
WITH CAVE CONSULTING GROUP.
8. IF DURING A DAY'S WORK CONDITIONS ARE OTHER THAN EXPECTED THE
ROOFING CONTRACTOR MUST CALL CAVE CONSULTING GROUP TO RESOLVE THE
ISSUE. NO CHANGE ORDERS WILL BE APPROVED FOR UNFORESEEN ITEMS IF THE
CONSULTANT IS NOT NOTIFIED.
9. PROVIDE PADS AND CONC PAVERS AT LADDERS.
10. PROVIDE WALK PADS AND CONCRETE PAVERS AT THE SERVICE SIDES OF ROOF
TOP UNITS, COORDINATE WITH CAVE CONSULTING GROUP.
11. COORDINATE MIN HTS LIKE PLUMBING FIXTURES AND ELECTRICAL CONDUITS
AND CLEARANCES WITH APPLICABLE CODES. ENSURE THAT ALL ELECTRICAL
CONDUIT AND/OR LIGHTING MUST BE IN WORKING CONDITION AT THE PROJECT
COMPLETION.
12. METAL STRAPS MUST BE USED TO SECURE CONDENSER UNITS AS DIRECTED BY
CAVE CONSULTING GROUP.
13. IT IS THE RESPONSIBILITY OF EVERY ROOFING CONTRACTOR BIDDING TO VERIFY
THE EXISTING ROOF ASSEMBLY.
14. CAVE CONSULTING GROUP WILL INSPECT THE PROJECT ONE TIME AFTER THE
ROOFING CONTRACTOR CERTIFIES THAT ALL PUNCH LISTS ITEMS ARE
COMPLETE. $500 WILL BE DEDUCTED FROM THE CONTRACT BALANCE FOR EVERY
SUBSEQUENT REINSPECTION.
15. ALL CLOSEOUT DOCUMENTS INCLUDING WARRANTEES ARE DUE TO CAVE
CONSULTING GROUP WITHIN THIRTY (20) DAYS OF THE ISSUANCE OF THE PUNCH
LIST. IF DOCUMENTS ARE NOT SUPPLIED AS REQUIRED BY CAVE CONSULTING
GROUP AND/OR THE OWNER LIQUIDATED DAMAGES MAY BE APPLIED.
16. NOT ALL EQUIPMENT IS SHOWN, CONTRACTOR NEEDS TO VERIFY EXISTING
QUANTITY AND TYPES OF EQUIPMENT AND COORDINATE WITH ARCH AND MEP.
17. CONTACT CAVE CONSULTING GROUP WITH ANY QUESTIONS PERTAINING TO THIS
PROJECT PRIOR TO BID TIME.
18. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH CONSTRUCTION STANDARDS
CHECKED BY: RC
VERSION: 01 (8/25/2025)
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3 MAIN BLDG. STORAGE METAL ROOF WEST2 MAIN BLDG. STORAGE METAL ROOF EAST WALL1 MAIN BLDG. STORAGE METAL ROOF NORTHEAST
9 ATHLETIC STORAGE METAL ROOF SOUTHEAST8 JAM SHED METAL ROOF EAST7 MAIN BLDG. SMALL GYM METAL ROOF EAST
6 MAIN BLDG. SMALL GYM METAL ROOF SOUTHEAST5 MAIN BLDG. SMALL GYM METAL ROOF NORTHEAST4 MAIN BLDG. STORAGE METAL ROOF EAST
CHECKED BY: RC
VERSION: 01 (8/25/2025)
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12 FOOTBALL STADIUM SHED 1 SHINGLE ROOF WEST11 FOOTBALL FIELD ATHLETIC SHED METAL ROOF SOUTH10 FOOTBALL FIELD ATHLETIC SHED METAL ROOF EAST
14 FOOTBALL STADIUM SHED 2 SHINGLE ROOF SOUTH13 FOOTBALL STADIUM SHED 1 SHINGLE ROOF EAST
CHECKED BY: RC
VERSION: 01 (8/25/2025)
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A & B LOCATED EAST ON BASEBALL FIELD
C LOCATED SOUTH NEXT TO TENNIS COURTS
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O
LO
R A
D O
(3 ec on su lti ng gr ou p.
co m
CENTAURUS HIGH SCHOOL ROOF REPAIRS
N.T.S.
N
A. REMOVE AND REPLACE SHINGLE ROOF ON DUGOUT 1 (APPROX. 2.68 SQS) -
COLOR TO BE SELECTED BY CCG
B. REMOVE AND REPLACE SHINGLE ROOF ON DUGOUT 2 (APPROX. 4.92 SQS) -
COLOR TO BE SELECTED BY CCG
C. REMOVE AND REPLACE SHINGLE ROOF ON TENNIS SHED (APPROX. 5.76 SQS) -
COLOR TO BE SELECTED BY CCG
D. REMOVE AND REPLACE SHINGLE ROOF ON DUGOUT 3 (APPROX. 4.47 SQS) -
COLOR TO BE SELECTED BY CCG
E. REMOVE AND REPLACE SHINGLE ROOF ON DUGOUT 4 (APPROX. 4.47 SQS) -
COLOR TO BE SELECTED BY CCG
F. REMOVE AND REPLACE METAL ROOF PANELS ON MAIN BUILDING (APPROX. 55
SQS) - COLOR TO BE SELECTED BY CCG
G. REMOVE AND REPLACE EPDM ROOF ON MAIN BUILDING (APPROX. 9 SQS) - MATCH
EXISTING MATERIALS WITH SIMILAR AND PROVIDE POSITIVE DRAINAGE TO ROOF
DRAINS AS NEEDED.
VICINITY MAP
CODE ANALYSIS
STATE OF COLORADO GOVERNING CODES:
For the Public Schools Construction Program
2022 International Building Code 2022 International Fire Code 2022 International Mechanical Code 2022 International Existing Building Code 2022 International Energy Conservation Code
ALTERATION LEVEL: I
OCCUPANCY CLASS: E
TYPE OF CONSTRUCTION: II-B
RISK CATEGORY: III
TOTAL ROOF AREA: 68,407 sf
NUMBER OF STORIES: 1
BUILDING HEIGHT: 14'
WIND LOAD: 110mph
ROOF R-VALUE: R-30
SCOPE OF WORK
N
KEY PLAN
INDICATES HAIL
RELATED WORK
1. DO NOT SCALE DRAWINGS.
2. REMOVE ABANDONED CURBS AND EQUIPMENT, COORDINATE WITH CAVE
CONSULTING GROUP.
3. PROVIDE CRICKETS BETWEEN DRAINS AND WALLS. PROVIDE CRICKETS BEHIND
ALL CURBS, REGARDLESS OF SIZE. COORDINATE WITH CAVE CONSULTING
GROUP.
4. ALL CURBS WILL BE COUNTER-FLASHED, NO EXCEPTIONS.
5. PROVIDE PAD AND CONC SPLASHBLOCKS AT ALL DOWNSPOUTS.
6. THE ROOFING CONTRACTOR IS RESPONSIBLE TO CUT THE LIMBS OF TREES
AND/OR SHRUBS THAT INTERFERE WITH THE PROPOSED ROOFING, COORDINATE
WITH CAVE CONSULTING GROUP.
7. AT THE ENDS OF ALL FLASHING PROVIDE SHEETMETAL CLOSURE, COORDINATE
WITH CAVE CONSULTING GROUP.
8. IF DURING A DAY'S WORK CONDITIONS ARE OTHER THAN EXPECTED THE
ROOFING CONTRACTOR MUST CALL CAVE CONSULTING GROUP TO RESOLVE THE
ISSUE. NO CHANGE ORDERS WILL BE APPROVED FOR UNFORESEEN ITEMS IF THE
CONSULTANT IS NOT NOTIFIED.
9. PROVIDE PADS AND CONC PAVERS AT LADDERS.
10. PROVIDE WALK PADS AND CONCRETE PAVERS AT THE SERVICE SIDES OF ROOF
TOP UNITS, COORDINATE WITH CAVE CONSULTING GROUP.
11. COORDINATE MIN HTS LIKE PLUMBING FIXTURES AND ELECTRICAL CONDUITS
AND CLEARANCES WITH APPLICABLE CODES. ENSURE THAT ALL ELECTRICAL
CONDUIT AND/OR LIGHTING MUST BE IN WORKING CONDITION AT THE PROJECT
COMPLETION.
12. METAL STRAPS MUST BE USED TO SECURE CONDENSER UNITS AS DIRECTED BY
CAVE CONSULTING GROUP.
13. IT IS THE RESPONSIBILITY OF EVERY ROOFING CONTRACTOR BIDDING TO VERIFY
THE EXISTING ROOF ASSEMBLY.
14. CAVE CONSULTING GROUP WILL INSPECT THE PROJECT ONE TIME AFTER THE
ROOFING CONTRACTOR CERTIFIES THAT ALL PUNCH LISTS ITEMS ARE
COMPLETE. $500 WILL BE DEDUCTED FROM THE CONTRACT BALANCE FOR EVERY
SUBSEQUENT REINSPECTION.
15. ALL CLOSEOUT DOCUMENTS INCLUDING WARRANTEES ARE DUE TO CAVE
CONSULTING GROUP WITHIN THIRTY (20) DAYS OF THE ISSUANCE OF THE PUNCH
LIST. IF DOCUMENTS ARE NOT SUPPLIED AS REQUIRED BY CAVE CONSULTING
GROUP AND/OR THE OWNER LIQUIDATED DAMAGES MAY BE APPLIED.
16. NOT ALL EQUIPMENT IS SHOWN, CONTRACTOR NEEDS TO VERIFY EXISTING
QUANTITY AND TYPES OF EQUIPMENT AND COORDINATE WITH ARCH AND MEP.
17. CONTACT CAVE CONSULTING GROUP WITH ANY QUESTIONS PERTAINING TO THIS
PROJECT PRIOR TO BID TIME.
18. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH CONSTRUCTION STANDARDS
CHECKED BY: RC
VERSION: 01 (8/25/2025)
R O
O F
R
EP
AI
R
S
BO
U
LD
ER
V
AL
LE
Y
SC
H O
O L
D
IS
TR
IC
T
W
S O
U
TH
B O
U
LD
ER
R
O
AD
, L
AF
AY
ET
TE
, C
O
C
EN
TA
U
R U
S H
IG
H
S C
H O
O L
R O
O F
R
EP
AI
R
S
GCC
R2
C A
V E
C O
N
SU
L T
IN
G
G R
O U
P, IN
C R
O O
FI
N
G A
N D
W A
T E
R
PR
O O
FI
N
G
W
ES
T
5t h C
IR
C
LE
B
R O
O M
FI
EL
D , C
O
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R A
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(3 ec on su lti ng gr ou p.
co m
3 DUGOUT 2 SHINGLE ROOF EAST2 DUGOUT 1 SHINGLE ROOF SOUTHEAST1 DUGOUT 1 SHINGLE ROOF NORTH
9 DUGOUT 4 SHINGLE ROOF SOUTHEAST8 DUGOUT 4 SHINGLE ROOF EAST7 DUGOUT 3 SHINGLE ROOF NORTH
6 TENNIS SHED SHINGLE ROOF SOUTH5 TENNIS SHED SHINGLE ROOF SOUTHWEST4 DUGOUT 2 SHINGLE ROOF WEST
CHECKED BY: RC
VERSION: 01 (8/25/2025)
R O
O F
R
EP
AI
R
S
BO
U
LD
ER
V
AL
LE
Y
SC
H O
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D
IS
TR
IC
T
W
S O
U
TH
B O
U
LD
ER
R
O
AD
, L
AF
AY
ET
TE
, C
O
C
EN
TA
U
R U
S H
IG
H
S C
H O
O L
R O
O F
R
EP
AI
R
S
GCC
R3
C A
V E
C O
N
SU
L T
IN
G
G R
O U
P, IN
C R
O O
FI
N
G A
N D
W A
T E
R
PR
O O
FI
N
G
W
ES
T
5t h C
IR
C
LE
B
R O
O M
FI
EL
D , C
O
LO
R A
D O
(3 ec on su lti ng gr ou p.
co m
10 MAIN BLDG. METAL ROOF & EPDM SOUTHEAST 11 MAIN BLDG. METAL ROOF & EPDM EAST 12 MAIN BLDG. METAL ROOF SOUTHEAST
13 MAIN BLDG. METAL ROOF & EPDM SOUTHWEST 14 MAIN BLDG. METAL ROOF & EPDM SOUTH 15 MAIN BLDG. METAL ROOF & EPDM SOUTHEAST
CHECKED BY: RC
VERSION: 01 (8/25/2025)
R O
O F
R
EP
AI
R
S
BO
U
LD
ER
V
AL
LE
Y
SC
H O
O L
D
IS
TR
IC
T
W . D
AH
LI
A
ST
R
EE
T, L
O U
IS
VI
LL
E
C O
FI
R
ES
ID
E
EL
EM
EN
TA
R
Y
SC
H O
O L
R O
O F
R
EP
AI
R
S
B
TYP.
B
TYP.
B
TYP.
B
TYP.
B
TYP.
C
C LOCATED SOUTH ON PLAYGROUND
CAPS AND SECURE AS NEEDED (TYP.)
INSPECT METAL ROOF PANEL SEAM
A
TYP.
A
TYP.
A
TYP.
A
TYP.
A
TYP.
B
TYP.
STARTED BY MAY 25TH &
MAIN ENTRANCE AREA MUST BE
COMPLETED BY JUNE 1ST
GCC
R1
C A
V E
C O
N
SU
L T
IN
G
G R
O U
P, IN
C R
O O
FI
N
G A
N D
W A
T E
R
PR
O O
FI
N
G
W
ES
T
5t h C
IR
C
LE
B
R O
O M
FI
EL
D , C
O
LO
R A
D O
(3 ec on su lti ng gr ou p.
co m
FIRESIDE ELEMENTARY SCHOOL ROOF REPAIRS
N.T.S.
N
A. REMOVE AND REPLACE SHINGLE ROOF (APPROX. 398 SQS) - COLOR TO BE
SELECTED BY CCG
B. DETACH AND RESET GUTTER & DOWNSPOUT (APPROX. 1,743 L.F.)
C. REMOVE AND REPLACE SHINGLE ROOF ON SHINGLE SHED (APPROX. 1.01 SQS) -
COLOR TO BE SELECTED BY CCG
VICINITY MAP
CODE ANALYSIS
STATE OF COLORADO GOVERNING CODES:
For the Public Schools Construction Program
2022 International Building Code 2022 International Fire Code 2022 International Mechanical Code 2022 International Existing Building Code 2022 International Energy Conservation Code
ALTERATION LEVEL: I
OCCUPANCY CLASS: E
TYPE OF CONSTRUCTION: II-B
RISK CATEGORY: III
TOTAL ROOF AREA: 68,407 sf
NUMBER OF STORIES: 1
BUILDING HEIGHT: 14'
WIND LOAD: 110mph
ROOF R-VALUE: R-30
N
KEY PLAN
SCOPE OF WORK
1. DO NOT SCALE DRAWINGS.
2. REMOVE ABANDONED CURBS AND EQUIPMENT, COORDINATE WITH CAVE
CONSULTING GROUP.
3. PROVIDE CRICKETS BETWEEN DRAINS AND WALLS. PROVIDE CRICKETS BEHIND
ALL CURBS, REGARDLESS OF SIZE. COORDINATE WITH CAVE CONSULTING
GROUP.
4. ALL CURBS WILL BE COUNTER-FLASHED, NO EXCEPTIONS.
5. PROVIDE PAD AND CONC SPLASHBLOCKS AT ALL DOWNSPOUTS.
6. THE ROOFING CONTRACTOR IS RESPONSIBLE TO CUT THE LIMBS OF TREES
AND/OR SHRUBS THAT INTERFERE WITH THE PROPOSED ROOFING, COORDINATE
WITH CAVE CONSULTING GROUP.
7. AT THE ENDS OF ALL FLASHING PROVIDE SHEETMETAL CLOSURE, COORDINATE
WITH CAVE CONSULTING GROUP.
8. IF DURING A DAY'S WORK CONDITIONS ARE OTHER THAN EXPECTED THE
ROOFING CONTRACTOR MUST CALL CAVE CONSULTING GROUP TO RESOLVE THE
ISSUE. NO CHANGE ORDERS WILL BE APPROVED FOR UNFORESEEN ITEMS IF THE
CONSULTANT IS NOT NOTIFIED.
9. PROVIDE PADS AND CONC PAVERS AT LADDERS.
10. PROVIDE WALK PADS AND CONCRETE PAVERS AT THE SERVICE SIDES OF ROOF
TOP UNITS, COORDINATE WITH CAVE CONSULTING GROUP.
11. COORDINATE MIN HTS LIKE PLUMBING FIXTURES AND ELECTRICAL CONDUITS
AND CLEARANCES WITH APPLICABLE CODES. ENSURE THAT ALL ELECTRICAL
CONDUIT AND/OR LIGHTING MUST BE IN WORKING CONDITION AT THE PROJECT
COMPLETION.
12. METAL STRAPS MUST BE USED TO SECURE CONDENSER UNITS AS DIRECTED BY
CAVE CONSULTING GROUP.
13. IT IS THE RESPONSIBILITY OF EVERY ROOFING CONTRACTOR BIDDING TO VERIFY
THE EXISTING ROOF ASSEMBLY.
14. CAVE CONSULTING GROUP WILL INSPECT THE PROJECT ONE TIME AFTER THE
ROOFING CONTRACTOR CERTIFIES THAT ALL PUNCH LISTS ITEMS ARE
COMPLETE. $500 WILL BE DEDUCTED FROM THE CONTRACT BALANCE FOR EVERY
SUBSEQUENT REINSPECTION.
15. ALL CLOSEOUT DOCUMENTS INCLUDING WARRANTEES ARE DUE TO CAVE
CONSULTING GROUP WITHIN THIRTY (20) DAYS OF THE ISSUANCE OF THE PUNCH
LIST. IF DOCUMENTS ARE NOT SUPPLIED AS REQUIRED BY CAVE CONSULTING
GROUP AND/OR THE OWNER LIQUIDATED DAMAGES MAY BE APPLIED.
16. NOT ALL EQUIPMENT IS SHOWN, CONTRACTOR NEEDS TO VERIFY EXISTING
QUANTITY AND TYPES OF EQUIPMENT AND COORDINATE WITH ARCH AND MEP.
17. CONTACT CAVE CONSULTING GROUP WITH ANY QUESTIONS PERTAINING TO THIS
PROJECT PRIOR TO BID TIME.
18. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH CONSTRUCTION STANDARDS
OF THE OWNER.
GENERAL NOTES
INDICATES HAIL
RELATED WORK
CHECKED BY: RC
VERSION: 01 (8/25/2025)
R O
O F
R
EP
AI
R
S
BO
U
LD
ER
V
AL
LE
Y
SC
H O
O L
D
IS
TR
IC
T
W . D
AH
LI
A
ST
R
EE
T, L
O U
IS
VI
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E
C O
FI
R
ES
ID
E
EL
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EN
TA
R
Y
SC
H O
O L
R O
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R
EP
AI
R
S
GCC
R2
C A
V E
C O
N
SU
L T
IN
G
G R
O U
P, IN
C R
O O
FI
N
G A
N D
W A
T E
R
PR
O O
FI
N
G
W
ES
T
5t h C
IR
C
LE
B
R O
O M
FI
EL
D , C
O
LO
R A
D O
(3 ec on su lti ng gr ou p.
co m
321 MAIN BLDG. SHINGLE ROOF SOUTHWEST
9 SHINGLE SHED EAST8 SHINGLE SHED LOCATION SOUTH7
MAIN BLDG. SHINGLE ROOF NORTH MAIN BLDG. SHINGLE ROOF SOUTHWEST 2
MAIN BLDG. SHINGLE ROOF NORTHWEST MAIN BLDG. SHINGLE ROOF SOUTH MAIN BLDG. SHINGLE ROOF EAST
MAIN BLDG. SHINGLE KALWALL SKYLIGHTS
CHECKED BY: RC
VERSION: 01 (8/25/2025)
R O
O F
R
EP
AI
R
S
BO
U
LD
ER
V
AL
LE
Y
SC
H O
O L
D
IS
TR
IC
T
SI
R
G
AL
AH
AD
D R
IV
E, L
AF
AY
ET
TE
C
O
SA
N
C H
EZ
IN
TE
R
N
AT
IO
N
AL
S
C H
O O
L R
O O
F R
EP
AI
R S
A
B
TYP.
B
TYP.
B
TYP.
B
TYP.
C
D
E
D LOCATED ACROSS THE STREET AT GARDEN
GCC
R1
C A
V E
C O
N
SU
L T
IN
G
G R
O U
P, IN
C R
O O
FI
N
G A
N D
W A
T E
R
PR
O O
FI
N
G
W
ES
T
5t h C
IR
C
LE
B
R O
O M
FI
EL
D , C
O
LO
R A
D O
(3 ec on su lti ng gr ou p.
co m
SANCHEZ INTERNATIONAL SCHOOL ROOF REPAIRS
N.T.S.
N
A. REMOVE AND REPLACE DOUBLE DOME SKYLIGHTS (4 EACH) - MATCH SIZE &
STYLE
B. REMOVE AND REPLACE DOME SKYLIGHTS (16 EACH) - MATCH SIZE & STYLE
C. REMOVE AND REPLACE SHINGLE ROOF ON SHINGLE SHED (APPROX. 1.14 SQS) -
COLOR TO BE SELECTED BY CCG
D. REMOVE AND REPLACE SHINGLE ROOF ON SHINGLE SHED 2 (APPROX. 1.14 SQS)
- COLOR TO BE SELECTED BY CCG
E. REMOVE AND REPLACE SHINGLE ROOF ON SHINGLE SHED 3 (APPROX. 1.64 SQS)
- COLOR TO BE SELECTED BY CCG
VICINITY MAP
CODE ANALYSIS
STATE OF COLORADO GOVERNING CODES:
For the Public Schools Construction Program
2022 International Building Code 2022 International Fire Code 2022 International Mechanical Code 2022 International Existing Building Code 2022 International Energy Conservation Code
ALTERATION LEVEL: I
OCCUPANCY CLASS: E
TYPE OF CONSTRUCTION: II-B
RISK CATEGORY: III
TOTAL ROOF AREA: 57,499 sf
NUMBER OF STORIES: 1
BUILDING HEIGHT: 12'
WIND LOAD: 110mph
ROOF R-VALUE: R-30
N
KEY PLAN SCOPE OF WORK
1. DO NOT SCALE DRAWINGS.
2. REMOVE ABANDONED CURBS AND EQUIPMENT, COORDINATE WITH CAVE
CONSULTING GROUP.
3. PROVIDE CRICKETS BETWEEN DRAINS AND WALLS. PROVIDE CRICKETS BEHIND
ALL CURBS, REGARDLESS OF SIZE. COORDINATE WITH CAVE CONSULTING
GROUP.
4. ALL CURBS WILL BE COUNTER-FLASHED, NO EXCEPTIONS.
5. PROVIDE PAD AND CONC SPLASHBLOCKS AT ALL DOWNSPOUTS.
6. THE ROOFING CONTRACTOR IS RESPONSIBLE TO CUT THE LIMBS OF TREES
AND/OR SHRUBS THAT INTERFERE WITH THE PROPOSED ROOFING, COORDINATE
WITH CAVE CONSULTING GROUP.
7. AT THE ENDS OF ALL FLASHING PROVIDE SHEETMETAL CLOSURE, COORDINATE
WITH CAVE CONSULTING GROUP.
8. IF DURING A DAY'S WORK CONDITIONS ARE OTHER THAN EXPECTED THE
ROOFING CONTRACTOR MUST CALL CAVE CONSULTING GROUP TO RESOLVE THE
ISSUE. NO CHANGE ORDERS WILL BE APPROVED FOR UNFORESEEN ITEMS IF THE
CONSULTANT IS NOT NOTIFIED.
9. PROVIDE PADS AND CONC PAVERS AT LADDERS.
10. PROVIDE WALK PADS AND CONCRETE PAVERS AT THE SERVICE SIDES OF ROOF
TOP UNITS, COORDINATE WITH CAVE CONSULTING GROUP.
11. COORDINATE MIN HTS LIKE PLUMBING FIXTURES AND ELECTRICAL CONDUITS
AND CLEARANCES WITH APPLICABLE CODES. ENSURE THAT ALL ELECTRICAL
CONDUIT AND/OR LIGHTING MUST BE IN WORKING CONDITION AT THE PROJECT
COMPLETION.
12. METAL STRAPS MUST BE USED TO SECURE CONDENSER UNITS AS DIRECTED BY
CAVE CONSULTING GROUP.
13. IT IS THE RESPONSIBILITY OF EVERY ROOFING CONTRACTOR BIDDING TO VERIFY
THE EXISTING ROOF ASSEMBLY.
14. CAVE CONSULTING GROUP WILL INSPECT THE PROJECT ONE TIME AFTER THE
ROOFING CONTRACTOR CERTIFIES THAT ALL PUNCH LISTS ITEMS ARE
COMPLETE. $500 WILL BE DEDUCTED FROM THE CONTRACT BALANCE FOR EVERY
SUBSEQUENT REINSPECTION.
15. ALL CLOSEOUT DOCUMENTS INCLUDING WARRANTEES ARE DUE TO CAVE
CONSULTING GROUP WITHIN THIRTY (20) DAYS OF THE ISSUANCE OF THE PUNCH
LIST. IF DOCUMENTS ARE NOT SUPPLIED AS REQUIRED BY CAVE CONSULTING
GROUP AND/OR THE OWNER LIQUIDATED DAMAGES MAY BE APPLIED.
16. NOT ALL EQUIPMENT IS SHOWN, CONTRACTOR NEEDS TO VERIFY EXISTING
QUANTITY AND TYPES OF EQUIPMENT AND COORDINATE WITH ARCH AND MEP.
17. CONTACT CAVE CONSULTING GROUP WITH ANY QUESTIONS PERTAINING TO THIS
PROJECT PRIOR TO BID TIME.
18. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH CONSTRUCTION STANDARDS
OF THE OWNER.
GENERAL NOTES
INDICATES HAIL
RELATED WORK
CHECKED BY: RC
VERSION: 01 (8/25/2025)
R O
O F
R
EP
AI
R
S
BO
U
LD
ER
V
AL
LE
Y
SC
H O
O L
D
IS
TR
IC
T
SI
R
G
AL
AH
AD
D R
IV
E, L
AF
AY
ET
TE
C
O
SA
N
C H
EZ
IN
TE
R
N
AT
IO
N
AL
S
C H
O O
L R
O O
F R
EP
AI
R S
GCC
R2
C A
V E
C O
N
SU
L T
IN
G
G R
O U
P, IN
C R
O O
FI
N
G A
N D
W A
T E
R
PR
O O
FI
N
G
W
ES
T
5t h C
IR
C
LE
B
R O
O M
FI
EL
D , C
O
LO
R A
D O
(3 ec on su lti ng gr ou p.
co m
3 SHED 2 SHINGLE ROOF NORTHEAST2 SHED SHINGLE ROOF NORTHEAST1 SHED SHINGLE ROOF SOUTH
9 MAIN BLDG. SKYLIGHTS NORTHWEST8 MAIN BLDG. SKYLIGHTS SOUTHWEST7 MAIN BLDG. SKYLIGHTS NORTHEAST
6 SHED 3 SHINGLE ROOF SOUTHWEST5 SHED 3 SHINGLE ROOF NORTH4 SHED 2 SHINGLE ROOF SOUTHWEST
CHECKED BY: RC
VERSION: 01 (8/25/2025)
R O
O F
R
EP
AI
R
S
BO
U
LD
ER
V
AL
LE
Y
SC
H O
O L
D
IS
TR
IC
T
TH
S
TR
EE
T, B O
U
LD
ER
C
O
U N
IV
ER
SI
TY
H
IL
L
EL
EM
EN
TA
R
Y
SC
H O
O L
R O
O F
R
EP
AI
R
S
A
A
A
A
A
GCC
R1
C A
V E
C O
N
SU
L T
IN
G
G R
O U
P, IN
C R
O O
FI
N
G A
N D
W A
T E
R
PR
O O
FI
N
G
W
ES
T
5t h C
IR
C
LE
B
R O
O M
FI
EL
D , C
O
LO
R A
D O
(3 ec on su lti ng gr ou p.
co m
UNIVERSITY HILL ELEMENTARY SCHOOL ROOF REPAIRS
N.T.S.
N
A. REMOVE AND REPLACE SHINGLE ROOF ON MAIN ROOF (APPROX. 168 SQS) -
COLOR TO BE SELECTED BY CCG
B. REMOVE AND REPLACE HEAT TRACE SNOW MELT WITH RAYCHEM
C. REMOVE AND REPLACE SNOW GUARDS WITH METAL SNOW GUARDS
VICINITY MAP
CODE ANALYSIS
STATE OF COLORADO GOVERNING CODES:
For the Public Schools Construction Program
2022 International Building Code 2022 International Fire Code 2022 International Mechanical Code 2022 International Existing Building Code 2022 International Energy Conservation Code
ALTERATION LEVEL: I
OCCUPANCY CLASS: E
TYPE OF CONSTRUCTION: II-B
RISK CATEGORY: III
TOTAL ROOF AREA: 8,084 sf
NUMBER OF STORIES: 1
BUILDING HEIGHT: 10'
WIND LOAD: 110mph
ROOF R-VALUE: R-30
SCOPE OF WORKN
KEY PLAN
INDICATES HAIL
RELATED WORK
1. DO NOT SCALE DRAWINGS.
2. REMOVE ABANDONED CURBS AND EQUIPMENT, COORDINATE WITH CAVE
CONSULTING GROUP.
3. PROVIDE CRICKETS BETWEEN DRAINS AND WALLS. PROVIDE CRICKETS BEHIND
ALL CURBS, REGARDLESS OF SIZE. COORDINATE WITH CAVE CONSULTING
GROUP.
4. ALL CURBS WILL BE COUNTER-FLASHED, NO EXCEPTIONS.
5. PROVIDE PAD AND CONC SPLASHBLOCKS AT ALL DOWNSPOUTS.
6. THE ROOFING CONTRACTOR IS RESPONSIBLE TO CUT THE LIMBS OF TREES
AND/OR SHRUBS THAT INTERFERE WITH THE PROPOSED ROOFING, COORDINATE
WITH CAVE CONSULTING GROUP.
7. AT THE ENDS OF ALL FLASHING PROVIDE SHEETMETAL CLOSURE, COORDINATE
WITH CAVE CONSULTING GROUP.
8. IF DURING A DAY'S WORK CONDITIONS ARE OTHER THAN EXPECTED THE
ROOFING CONTRACTOR MUST CALL CAVE CONSULTING GROUP TO RESOLVE THE
ISSUE. NO CHANGE ORDERS WILL BE APPROVED FOR UNFORESEEN ITEMS IF THE
CONSULTANT IS NOT NOTIFIED.
9. PROVIDE PADS AND CONC PAVERS AT LADDERS.
10. PROVIDE WALK PADS AND CONCRETE PAVERS AT THE SERVICE SIDES OF ROOF
TOP UNITS, COORDINATE WITH CAVE CONSULTING GROUP.
11. COORDINATE MIN HTS LIKE PLUMBING FIXTURES AND ELECTRICAL CONDUITS
AND CLEARANCES WITH APPLICABLE CODES. ENSURE THAT ALL ELECTRICAL
CONDUIT AND/OR LIGHTING MUST BE IN WORKING CONDITION AT THE PROJECT
COMPLETION.
12. METAL STRAPS MUST BE USED TO SECURE CONDENSER UNITS AS DIRECTED BY
CAVE CONSULTING GROUP.
13. IT IS THE RESPONSIBILITY OF EVERY ROOFING CONTRACTOR BIDDING TO VERIFY
THE EXISTING ROOF ASSEMBLY.
14. CAVE CONSULTING GROUP WILL INSPECT THE PROJECT ONE TIME AFTER THE
ROOFING CONTRACTOR CERTIFIES THAT ALL PUNCH LISTS ITEMS ARE
COMPLETE. $500 WILL BE DEDUCTED FROM THE CONTRACT BALANCE FOR EVERY
SUBSEQUENT REINSPECTION.
15. ALL CLOSEOUT DOCUMENTS INCLUDING WARRANTEES ARE DUE TO CAVE
CONSULTING GROUP WITHIN THIRTY (20) DAYS OF THE ISSUANCE OF THE PUNCH
LIST. IF DOCUMENTS ARE NOT SUPPLIED AS REQUIRED BY CAVE CONSULTING
GROUP AND/OR THE OWNER LIQUIDATED DAMAGES MAY BE APPLIED.
16. NOT ALL EQUIPMENT IS SHOWN, CONTRACTOR NEEDS TO VERIFY EXISTING
QUANTITY AND TYPES OF EQUIPMENT AND COORDINATE WITH ARCH AND MEP.
17. CONTACT CAVE CONSULTING GROUP WITH ANY QUESTIONS PERTAINING TO THIS
PROJECT PRIOR TO BID TIME.
18. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH CONSTRUCTION STANDARDS
CHECKED BY: RC
VERSION: 01 (8/25/2025)
R O
O F
R
EP
AI
R
S
BO
U
LD
ER
V
AL
LE
Y
SC
H O
O L
D
IS
TR
IC
T
TH
S
TR
EE
T, B O
U
LD
ER
C
O
U N
IV
ER
SI
TY
H
IL
L
EL
EM
EN
TA
R
Y
SC
H O
O L
R O
O F
R
EP
AI
R
S
GCC
R2
C A
V E
C O
N
SU
L T
IN
G
G R
O U
P, IN
C R
O O
FI
N
G A
N D
W A
T E
R
PR
O O
FI
N
G
W
ES
T
5t h C
IR
C
LE
B
R O
O M
FI
EL
D , C
O
LO
R A
D O
(3 ec on su lti ng gr ou p.
co m
3 MAIN BLDG. SHINGLE ROOF NORTHWEST2 MAIN BLDG. SHINGLE ROOF NORTH1 MAIN BLDG. SHINGLE ROOF WEST
4 MAIN BLDG. SHINGLE ROOF LOWER NORTHWEST
CHECKED BY: RC
VERSION: 01 (8/25/2025)
R O
O F
R
EP
AI
R
S
BO
U
LD
ER
V
AL
LE
Y
SC
H O
O L
D
IS
TR
IC
T
TH
S
TR
EE
T, B O
U
LD
ER
C
O
U N
IV
ER
SI
TY
H
IL
L
PR
IM
AR
Y
SC
H O
O L
R O
O F
R
EP
AI
R
S
A
B C
D
4 5
A, B, & C LOCATED NORTH ACROSS FIELD
GCC
R1
C A
V E
C O
N
SU
L T
IN
G
G R
O U
P, IN
C R
O O
FI
N
G A
N D
W A
T E
R
PR
O O
FI
N
G
W
ES
T
5t h C
IR
C
LE
B
R O
O M
FI
EL
D , C
O
LO
R A
D O
(3 ec on su lti ng gr ou p.
co m
UNIVERSITY HILL PRIMARY SCHOOL ROOF REPAIRS
N.T.S.
N
A. REMOVE AND REPLACE SHINGLE ROOF ON SHINGLE SHED (APPROX. 1.87 SQS) -
COLOR TO BE SELECTED BY CCG
B. REMOVE AND REPLACE SHINGLE ROOF ON SHINGLE SHED 2 (APPROX. 1.87 SQS) -
COLOR TO BE SELECTED BY CCG
C. REMOVE AND REPLACE SHINGLE ROOF ON SHINGLE SHED 3 (APPROX. 2.11 SQS) -
COLOR TO BE SELECTED BY CCG
D. REMOVE AND REPLACE METAL ROOF PANELS ON GAZEBO (APPROX. 422 S.F.) -
COLOR TO MATCH EXISTING
VICINITY MAP
CODE ANALYSIS
STATE OF COLORADO GOVERNING CODES:
For the Public Schools Construction Program
2022 International Building Code 2022 International Fire Code 2022 International Mechanical Code 2022 International Existing Building Code 2022 International Energy Conservation Code
ALTERATION LEVEL: I
OCCUPANCY CLASS: E
TYPE OF CONSTRUCTION: II-B
RISK CATEGORY: III
TOTAL ROOF AREA: 8,084 sf
NUMBER OF STORIES: 1
BUILDING HEIGHT: 10'
WIND LOAD: 110mph
ROOF R-VALUE: R-30
SCOPE OF WORKN
KEY PLAN
INDICATES HAIL
RELATED WORK
1. DO NOT SCALE DRAWINGS.
2. REMOVE ABANDONED CURBS AND EQUIPMENT, COORDINATE WITH CAVE
CONSULTING GROUP.
3. PROVIDE CRICKETS BETWEEN DRAINS AND WALLS. PROVIDE CRICKETS BEHIND
ALL CURBS, REGARDLESS OF SIZE. COORDINATE WITH CAVE CONSULTING
GROUP.
4. ALL CURBS WILL BE COUNTER-FLASHED, NO EXCEPTIONS.
5. PROVIDE PAD AND CONC SPLASHBLOCKS AT ALL DOWNSPOUTS.
6. THE ROOFING CONTRACTOR IS RESPONSIBLE TO CUT THE LIMBS OF TREES
AND/OR SHRUBS THAT INTERFERE WITH THE PROPOSED ROOFING, COORDINATE
WITH CAVE CONSULTING GROUP.
7. AT THE ENDS OF ALL FLASHING PROVIDE SHEETMETAL CLOSURE, COORDINATE
WITH CAVE CONSULTING GROUP.
8. IF DURING A DAY'S WORK CONDITIONS ARE OTHER THAN EXPECTED THE
ROOFING CONTRACTOR MUST CALL CAVE CONSULTING GROUP TO RESOLVE THE
ISSUE. NO CHANGE ORDERS WILL BE APPROVED FOR UNFORESEEN ITEMS IF THE
CONSULTANT IS NOT NOTIFIED.
9. PROVIDE PADS AND CONC PAVERS AT LADDERS.
10. PROVIDE WALK PADS AND CONCRETE PAVERS AT THE SERVICE SIDES OF ROOF
TOP UNITS, COORDINATE WITH CAVE CONSULTING GROUP.
11. COORDINATE MIN HTS LIKE PLUMBING FIXTURES AND ELECTRICAL CONDUITS
AND CLEARANCES WITH APPLICABLE CODES. ENSURE THAT ALL ELECTRICAL
CONDUIT AND/OR LIGHTING MUST BE IN WORKING CONDITION AT THE PROJECT
COMPLETION.
12. METAL STRAPS MUST BE USED TO SECURE CONDENSER UNITS AS DIRECTED BY
CAVE CONSULTING GROUP.
13. IT IS THE RESPONSIBILITY OF EVERY ROOFING CONTRACTOR BIDDING TO VERIFY
THE EXISTING ROOF ASSEMBLY.
14. CAVE CONSULTING GROUP WILL INSPECT THE PROJECT ONE TIME AFTER THE
ROOFING CONTRACTOR CERTIFIES THAT ALL PUNCH LISTS ITEMS ARE
COMPLETE. $500 WILL BE DEDUCTED FROM THE CONTRACT BALANCE FOR EVERY
SUBSEQUENT REINSPECTION.
15. ALL CLOSEOUT DOCUMENTS INCLUDING WARRANTEES ARE DUE TO CAVE
CONSULTING GROUP WITHIN THIRTY (20) DAYS OF THE ISSUANCE OF THE PUNCH
LIST. IF DOCUMENTS ARE NOT SUPPLIED AS REQUIRED BY CAVE CONSULTING
GROUP AND/OR THE OWNER LIQUIDATED DAMAGES MAY BE APPLIED.
16. NOT ALL EQUIPMENT IS SHOWN, CONTRACTOR NEEDS TO VERIFY EXISTING
QUANTITY AND TYPES OF EQUIPMENT AND COORDINATE WITH ARCH AND MEP.
17. CONTACT CAVE CONSULTING GROUP WITH ANY QUESTIONS PERTAINING TO THIS
PROJECT PRIOR TO BID TIME.
18. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH CONSTRUCTION STANDARDS
CHECKED BY: RC
VERSION: 01 (8/25/2025)
R O
O F
R
EP
AI
R
S
BO
U
LD
ER
V
AL
LE
Y
SC
H O
O L
D
IS
TR
IC
T
TH
S
TR
EE
T, B O
U
LD
ER
C
O
U N
IV
ER
SI
TY
H
IL
L
PR
IM
AR
Y
SC
H O
O L
R O
O F
R
EP
AI
R
S
GCC
R2
C A
V E
C O
N
SU
L T
IN
G
G R
O U
P, IN
C R
O O
FI
N
G A
N D
W A
T E
R
PR
O O
FI
N
G
W
ES
T
5t h C
IR
C
LE
B
R O
O M
FI
EL
D , C
O
LO
R A
D O
(3 ec on su lti ng gr ou p.
co m
3 SHINGLE SHED & SHINGLE SHED 2 NORTH2 SHINGLE SHED EAST1 OVERALL VIEW OF SHINGLE SHEDS
8 GAZEBO METAL ROOF WEST7 GAZEBO METAL ROOF SOUTH
6 SHINGLE SHED 3 NORTHEAST5 SHINGLE SHED 3 NORTHWEST4 SHINGLE SHED 2 NORTHWEST
| Angevine Middle School |
| Broomfield Heights Middle School |
| Broomfield High School |
| Centaurus High School |
| Fireside Elementary School |
| Sanchez Elementary School |
| University Hill Elementary School |
| University Hill Primary School |
File details come from the government source that posted it. Updated .