ATTACHMENT_4_ITB-F_2025-07_Design_Drawings.pdf

SITE LOCATION:

CLIENT: DRAWING INDEX:

G-000 COVER SHEET

G-001 PROJECT INFORMATION

G-002 PROJECT INFORMATION

A-100 ROOF PLAN CANOPY 1

A-101 ROOF PLAN CANOPY 2

A-102 ROOF PLAN CANOPY 3

A-103 ROOF PLAN CANOPY 4

A-104 ROOF PLAN CANOPY 5

A-105 ROOF PLAN CANOPY 6

A-200 DETAILS

A-201 DETAILS

Valencia College 701 N. Econlockhatchee Trail Orlando, FL 32825

DESIGN:

NOVA Engineering & Environmental, LLC 650 Northlake Boulevard Suite 430 Altamonte Springs, FL 32701

SCOPE OF WORK

G-000

Cover Sheet

Va le nc ia

C ol le ge

E as t C am pu s

W al kw ay

C ov er in gs

C an op ie s

Project No.:

10109-0523129

E.

E co nl oc kh at ch ee T ra il

O rla nd o, F lo rid a

Client:

Drawn: SAS

Checked: SD / JS

Date: 02/07/2024

Sheet Title:

Sheet No.

PROFESSIONAL SEAL /COA

N or th la ke B ou le va rd

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Al ta m on te

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2.

w w w .u sa no va .c om

Valencia College 701 N.

Econlockhatchee Trail Orlando, FL

Valencia College East Campus Walkway Coverings / Canopies Roof Remedial Repairs

701 E. Econlockhatchee Trail Orlando, Florida

701 E. Econlockhatchee Tr Orlando, Florida

N

1. PRESSURE WASH ALL CANOPY ROOF METAL PANELS (TOP AND UNDERSIDE)

AND THE UNDERSIDE STRUCTURAL MEMBERS.

2. ALL WEATHERED OR MECHANICALLY DAMAGED ROOF PANELS SHALL BE

REMOVED AND REPLACED WITH NEW PANELS.

a. INCLUDE THIRTY FOUR (34) METAL PANELS IN A BASE BID. SPECIFICALLY

SIX (6) PANELS IN THE FIELD, TWENTY EIGHT (28) IN THE VALLEY

SECTIONS.

b. INDIVIDUAL PANELS ARE DEFINED AS SEMICIRCULAR PANELS 36" WIDE, 29' IN LENGTH.

c. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS.

d. SUBMIT PRODUCT DATA TO ENGINEER FOR APPROVAL.

3. ALL METAL PANELS IN THE VALLEY SECTIONS WILL BE REMOVED AND

REPLACED.

4. REMOVE AND REPLACE DESIGNATED METAL ROOF PANELS IN THE FIELD

SECTIONS.

5. REMOVE AND REPLACE ALL CORRODED AND WEATHERED MECHANICAL

FASTENERS

6. CLEAN AND PREPARE ALL METAL ROOF PANELS PER COATING

MANUFACTURER REQUIREMENTS.

7. SEAL MECHANICAL FASTENERS, METAL ROOF PANELS LAPS, ROOF

PANEL-TO-VERTICAL WALL TRANSITIONS PER COATING MANUFACTURER

REQUIREMENTS.

8. APPLY COATINGS AT THE PRE-SELECTED MOCK-UP SECTIONS.

a. MANUFACTURER TECHNICAL REPRESENTATIVE SHALL PERFORM THE

SPECIFIED ADHESION TEST AT EACH LAYER OF THE COATING SYSTEM

AND SUBSTRATE THAT COATING WILL BE APPLIED TO PRIOR TO

INSTALLATION IN SMALL AREAS TO CONFIRM ADHESION.

9. APPLY COATINGS TO THE ENTIRE TOP OF ALL METAL ROOF PANELS (NEW

AND EXISTING) IN STRICT ACCORDANCE WITH THE MANUFACTURER

PUBLISHED GUIDELINES.

a. COATING SYSTEM SHALL MEET OR EXCEED THE TREMCO SOLARGARD

ASSEMBLIES.

This item has been digitally signed and sealed by Jacob S. Kelln, PE, on 2/7/2024 using a Digital Signature.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

G-001

Project Info

Va le nc ia

C ol le ge

E as t C am pu s

W al kw ay

C ov er in gs

C an op ie s

Project No.:

10109-0523129

E.

E co nl oc kh at ch ee T ra il

O rla nd o, F lo rid a

Client:

Drawn: SAS

Checked: SD / JS

Date: 02/07/2024

Sheet Title:

Sheet No.

PROFESSIONAL SEAL /COA

N or th la ke B ou le va rd

, S ui te

Al ta m on te

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Valencia College 701 N.

Econlockhatchee Trail Orlando, FL

B. PREPARATION:

1. CONDUCT A COMPLETE INVESTIGATION OF THE EXISTING PROJECT CONDITIONS TO

IDENTIFY THE AREAS OF WORK, EXTENT OF WORK AND CONSIDERATIONS REQUIRED TO

COMPLETE THE WORK. NO CONSIDERATION WILL BE GIVEN TO CLAIMS BASED ON A

DIFFERENCE BETWEEN ACTUAL AND ASSUMED CONDITIONS. COORDINATE ALL SITE

INSPECTIONS WITH OWNER'S REPRESENTATIVES.

2. TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS AND CAREFULLY COMPARE

SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO

THE CONTRACTOR BEFORE COMMENCING ACTIVITIES. FIELD MEASUREMENTS MUST BE

TAKEN. DESTRUCTIVE ANALYSIS DURING THE BID PREPARATION IS ALLOWABLE TO FIELD

VERIFY ALL CONDITIONS. CONTRACTORS SHALL BE RESPONSIBLE FOR EFFECTIVELY

REPAIRING ANY FIELD CUTS THE SAME DAY OF INSPECTION TO OWNER'S SATISFACTION.

COORDINATE ALL ACTIVITIES WITH OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR

ALL COSTS ASSOCIATED WITH DESTRUCTIVE TESTING.

3. DRAWINGS FROM ORIGINAL CONSTRUCTION ARE NOT AVAILABLE FOR THIS PROJECT.

OWNER NOR CONSULTANT ARE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS

RESULTING FROM THE USE OF BID DOCUMENTS OR PROVIDED CONSTRUCTION

DRAWINGS.

GENERAL REQUIREMENTS

A. GENERAL:

1. WORK INCLUDES ALL SPECIFIED WORK CALLED OUT IN MINIMUM PERFORMANCE

REQUIREMENT SPECIFICATIONS AND DRAWINGS.

2. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL SPECIFIED REQUIREMENTS

NECESSARY TO PROVIDE FOR COMPLETED WORK BEING SOUND, DURABLE AND

WATERTIGHT.

3. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL CONTRACTED WORK IN

STRICT ACCORDANCE WITH PROJECT REQUIREMENTS AND/OR MANUFACTURER

REQUIREMENTS WHICHEVER IS MORE STRINGENT.

4. THE DRAWINGS REPRESENT THE FINAL REMEDIAL REPAIR PROJECT. THE CONSULTANT

OR OWNER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS,

TECHNIQUES, OR SEQUENCES FOR PROCEDURE OF CONSTRUCTION.

5. NOT ALL DETAILS ARE CUT ON DRAWINGS. WHEN NOT PRESENT, USE MANUFACTURER

DETAILS OR SUBMIT CUSTOM DETAIL FOR APPROVAL.

C. PROJECT CONDITIONS:

1. PROTECT THE BUILDING, THE PROPERTY, THE BUILDING OCCUPANTS AND THEIR

PROPERTY.

2. PROVIDE PROTECTIVE BARRICADES, ENCLOSURES, DIRECTIONAL AND WARNING

SIGNAGE AND OTHER METHODS TO ASSURE SAFE PASSAGE OF PEDESTRIANS AND

VEHICLES IN, NEAR AND AFFECTED BY AREAS OF THE WORK.

3. DO NOT DISRUPT SERVICES OR BLOCK EGRESS. THERE SHALL BE NO INTERFERENCE

WITH LIFE SAFETY FEATURES.

4. IN CASE OF A STORM EVENT OR OTHER NATURAL OCCURRENCES, CONTRACTOR SHALL

BE RESPONSIBLE FOR ALL REMOVAL OF CONSTRUCTION EQUIPMENT AND MATERIALS

FROM PROJECT SITE AND/OR SUFFICIENTLY STORED AT LOCATIONS ACCEPTABLE TO

OWNER(S).

5. ALL CONSTRUCTION ACTIVITIES APPROVED BY OWNER SHALL BE CONDUCTED AT TIMES

PRE-APPROVED BY THE OWNER IN ACCORDANCE WITH THE APPROVED PROJECT

SCHEDULE. CONTRACTOR SHALL PROVIDE SUFFICIENT MANPOWER AND EQUIPMENT TO

COMPLETE CONTRACTED WORK WITHIN ALLOTTED SCHEDULE.

6. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE

STRUCTURE DURING CONSTRUCTION, SUCH MEASURES SHALL INCLUDE, BUT NOT

LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.

OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL

OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS.)

SUMMARY OF WORK

THIS SUMMARY OF WORK IS PROVIDED AS A GENERAL PERFORMANCE OUTLINE AND IS NOT

INTENDED TO BE ALL-INCLUSIVE. REFER TO THIS PROJECT MANUAL AND PROJECT DRAWINGS FOR

FURTHER DESCRIPTIONS.

A. MOBILIZATION:

INCLUDE DELIVERY AND SET UP OF ALL MATERIALS, EQUIPMENT AND INCIDENTAL ITEMS NECESSARY TO SAFELY ACCESS AREAS OF WORK TO COMPLETE SPECIFIED ROOFING WORK. PROPERLY STORE

ALL MATERIALS AND EQUIPMENT IN DESIGNATED PROJECT STAGING AREAS AS APPROVED BY

OWNER. CONTRACTORS SHALL BE RESPONSIBLE FOR MOBILIZATION AND MAINTAINING

SCAFFOLDING, SAFETY BARRICADES, OVERHEAD PROTECTION, BUILDING PROTECTION, LANDSCAPE

PROTECTION AND PROJECT SIGNAGE REQUIRED FOR THE PROJECT FOR THE FULL DURATION OF

THE PROJECT. COORDINATE ALL MOBILIZATION OF EQUIPMENT, MATERIALS AND INCIDENTAL ITEMS

WITH OWNER AND LOCAL GOVERNING AUTHORITIES IN ACCORDANCE WITH PRE-APPROVED

PROJECT SCHEDULE.

1. PRESSURE WASH ALL CANOPY ROOF METAL PANELS (TOP AND UNDERSIDE) AND THE

UNDERSIDE STRUCTURAL MEMBERS.

2. AS OUTLINED ALL WEATHERED OR MECHANICALLY DAMAGED ROOF PANELS SHALL BE REMOVED

AND REPLACED WITH NEW PANELS.

a. INCLUDE THIRTY FOUR (34) METAL PANELS IN A BASE BID. SPECIFICALLY SIX (6) PANELS IN

THE FIELD, TWENTY EIGHT (28) IN THE VALLEY SECTIONS.

b. INDIVIDUAL PANELS ARE DEFINED AS SEMICIRCULAR PANELS 36" WIDE, 29' IN LENGTH.

c. FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS.

d. SUBMIT PRODUCT DATA TO ENGINEER FOR APPROVAL.

3. REMOVE AND REPLACE ALL METAL PANELS IN THE VALLEY SECTIONS.

4. REMOVE AND REPLACE DESIGNATED METAL ROOF PANELS IN THE FIELD SECTIONS.

5. REMOVE AND REPLACE ALL CORRODED AND WEATHERED MECHANICAL FASTENERS

6. CLEAN AND PREPARE ALL METAL ROOF PANELS AND STRUCTURAL MEMBERS PER COATING

MANUFACTURER REQUIREMENTS.

7. SEAL MECHANICAL FASTENERS, METAL ROOF PANELS LAPS, ROOF PANEL-TO-VERTICAL WALL

TRANSITIONS PER COATING MANUFACTURER REQUIREMENTS.

8. APPLY COATINGS AT THE PRE-SELECTED MOCK-UP SECTIONS.

a. MANUFACTURER TECHNICAL REPRESENTATIVE SHALL PERFORM THE SPECIFIED ADHESION

TEST AT EACH LAYER OF THE COATING SYSTEM AND SUBSTRATE THAT COATING WILL BE

APPLIED TO PRIOR TO INSTALLATION IN SMALL AREAS TO CONFIRM ADHESION.

9. APPLY COATINGS TO THE ENTIRE TOP OF ALL METAL ROOF PANELS (NEW AND EXISTING) IN

STRICT ACCORDANCE WITH THE MANUFACTURER PUBLISHED GUIDELINES FOR METAL ROOF

PANELS (TOP AND UNDERSIDE) AND THE UNDERSIDE STRUCTURAL MEMBERS.

a. COATING SYSTEM SHALL MEET OR EXCEED THE TREMCO SOLARGARD ASSEMBLIES FOR

THE TOP OF THE METAL ROOF PANELS.

10. PROVIDE PAYMENT AND PERFORMANCE BONDS AS REQUIRED BY OWNER.

11. ALL WORK TO MEET REQUIREMENTS OF FLORIDA BUILDING CODE 2023.

12. PROVIDE QUANTITIES IN BASE BID.

a. SEALANT REMOVAL AND REPLACEMENT - 450 LINEAR FEET

b. METAL ROOF PANEL REMOVAL AND REPLACEMENT - 3,840 SQUARE FEET

c. NEW ROOF COATING APPLICATION - 32,575 SQUARE FEET

d. NEW INTERIOR COATING APPLICATION - 32,575 SQUARE FEET

e. INCLUDE IN BASE BID A REFUNDABLE, IF NOT USED, CONTINGENCY OF $5,000

13. PROVIDE ALTERNATIVE PRICING

a. METAL SUBSTRUCTURE COATING REPAIRS

b. METAL SUBSTRUCTURE STEEL REPAIRS

14. PROVIDE ENGINEERING LETTER SIGNED AND SEALED BY A FLORIDA PROFESSIONAL ENGINEER

WITH PROPOSED INSTALLATION FOR THE NEW REPLACED METAL ROOF PANELS.

15. INSPECT EXISTING CONDITIONS OF THE METAL ROOFING SYSTEMS AND ALL SURFACES TO

RECEIVE NEW ROOF COATING SYSTEM OR DAMAGE AND OR DETERIORATION. REPORT TO

ENGINEER ALL UNSATISFACTORY CONDITIONS.

16. INSTALL NEW SHEET METAL FLASHINGS, COUNTER FLASHINGS AND ALL ASSOCIATED MATERIALS

REQUIRED TO PROVIDE COMPLETE WATERTIGHT ROOFING SYSTEM.

17. PROVIDE COATING MANUFACTURER'S 12 YEAR NO DOLLAR LIMIT WARRANTY (NDL) AND

CONTRACTOR'S 5 YEAR WATERTIGHT WARRANTY.

18. DISPOSE OF ALL DEBRIS IN A LEGAL MANNER.

19. A PRE-BID WILL BE CONDUCTED TO REVIEW THE REPAIR/REMEDIATION SCOPE OF WORK, THIS

MEETING WILL ALSO SERVE AS A PRE-CONSTRUCTION MEETING, FOR THE SUCCESSFUL BIDDER.

THIS PROJECT ENCOMPASSES A VARIETY OF CONDITIONS AND ASSOCIATED REPAIR TYPES AND

PROCEDURES. BECAUSE OF THIS THE SUBMITTAL PROCESS IS VITAL FOR A QUALITY

INSTALLATION AND SUCCESSFUL PROJECT. SUBMITTALS PROVIDED FROM THE SUCCESSFUL

BIDDER SHALL BE THOROUGH AND DETAILED AS TO WHAT PRODUCTS AND METHODS OF REPAIR

WILL BE USED AND PERFORMED.

B. SUBSTITUTIONS:

1. PRODUCTS AND DESIGN OF SYSTEMS INDICATED ON THE DESIGN DRAWINGS

AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS "SPECIFIED

STANDARD" OF QUALITY. NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR

WRITTEN APPROVAL OF THE CONSULTANT.

C. CODES AND STANDARDS:

1. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2020 FLORIDA

BUILDING CODE AND AUTHORITIES HAVING JURISDICTION.

2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND

PAY ALL FEES.

D. PRODUCTS:

1. ALL PRODUCTS, ETC., SHALL BE NEW UNLESS OTHERWISE NOTED, AND AS

SPECIFIED FREE OF DEFECTS AS SHOWN ON THE DRAWINGS AND AS

INDICATED IN THESE SPECIFICATIONS.

2. EXISTING COATED SURFACES PRIMER - SOLARGARD FLUOROPRIME PRIMER

IF THE ROOF IS KYNAR COATED. ADHESION TEST RECOMMENDED PRIOR.

3. EXISTING RUSTED SURFACES - SOLARGARD RUST PRIMER.

4. SEAMS AND FASTENERS HEADS DETAILING SEALED - SOLARGARD SEAM

SEALER WITH PERMAFAB FABRIC WHERE APPLICABLE.

5. BASE COAT - SOLARGARD 6083 BASE COAT AT 1 GAL SQ (16 WET MILS).

6. FINISH COAT - SOLARGARD ACRYTHANE AT 1 GAL SQ (16 WET MILS) IN TWO

COATS (8 MILS EACH).

7. WALL TERMINATION FLASHINGS - DOW CPS HYBRID SEALANT.

E. WORKMANSHIP:

1. ALL MATERIALS SHALL BE FABRICATED AND INSTALLED IN A NEAT AND

WORKMANLIKE MANNER WITH THE COORDINATION OF ALL INVOLVED TRADES

TO AVOID INTERFERENCES AND DELAY DUE TO LACK OF COORDINATION. NO

ALLOWANCES WILL BE MADE FOR REWORK DUE TO COORDINATION

DIFFICULTIES OR INTERFERENCES BETWEEN INVOLVED TRADES.

G-002

Project Info

Va le nc ia

C ol le ge

E as t C am pu s

W al kw ay

C ov er in gs

C an op ie s

Project No.:

10109-0523129

E.

E co nl oc kh at ch ee T ra il

O rla nd o, F lo rid a

Client:

Drawn: SAS

Checked: SD / JS

Date: 02/07/2024

Sheet Title:

Sheet No.

PROFESSIONAL SEAL /COA

N or th la ke B ou le va rd

, S ui te

Al ta m on te

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7.

2.

w w w .u sa no va .c om

Valencia College 701 N.

Econlockhatchee Trail Orlando, FL

CANOPY SECTION 6:

1. BUILDING 1, 2, 3, 4 - CONNECTOR CANOPY

2. TOTAL ROOF AREA SIZE: 14,821 SF

3. TOTAL OF TWELVE (12) VALLEY SECTIONS TO BE REPLACED = UP TO 15 PANELS.

4. TOTAL OF TWELVE (12) VALLEY FLASHING GUTTER REPLACEMENTS.

5. TOTAL OF 120 LF OF SEALANT REPLACEMENT AT THE ROOF-TO-WALL TRANSITION.

CANOPY SECTION 1:

1. BUILDING 7 - SOUTH CANOPY

2. TOTAL ROOF AREA SIZE: 2,822 SF

3. TOTAL OF TWO (2) VALLEY SECTIONS TO BE REPLACED = UP TO 3 PANELS.

4. TOTAL OF TWO (2) VALLEY FLASHING GUTTER REPLACEMENTS.

5. TOTAL OF 40 LF OF SEALANT REPLACEMENT AT THE WALL-TO ROOF TRANSITION.

CANOPY SECTION 2:

1. BUILDING 7 - WEST CANOPY

2. TOTAL ROOF AREA SIZE: 3,419 SF

3. TOTAL OF THREE (3) VALLEY SECTIONS TO BE REPLACED = UP TO 4 PANELS.

4. TOTAL OF THREE (3) VALLEY FLASHING GUTTER REPLACEMENTS.

5. TOTAL OF 40 LF OF SEALANT REPLACEMENT AT THE WALL-TO ROOF TRANSITION.

6. TOTAL OF TWO (2) FULL PANEL REPLACEMENTS IN THE FIELD DUE TO HOLES IN PANELS.

CANOPY SECTION 3:

1. BUILDING 7 TO 6 - CANOPY

2. TOTAL ROOF AREA SIZE: 5,920 SF

3. TOTAL OF TWO (2) VALLEY SECTIONS TO BE REPLACED = UP TO 3 PANELS.

4. TOTAL OF TWO (2) VALLEY FLASHING GUTTER REPLACEMENTS.

5. TOTAL OF FOUR (4) FULL PANEL REPLACEMENTS IN THE FIELD DUE TO HOLES IN PANELS.

CANOPY SECTION 4:

1. BUILDING 6 - CANOPY

2. TOTAL ROOF AREA SIZE: 1,494 SF

3. TOTAL OF 160 LF OF SEALANT REPLACEMENT AT THE ROOF-TO-WALL TRANSITION.

CANOPY SECTION 5:

1. BUILDING 4, 5, 6 - CONNECTOR CANOPY

2. TOTAL ROOF AREA SIZE: 1,137 SF

3. TOTAL OF TWO (2) VALLEY SECTIONS TO BE REPLACED = UP TO 3 PANELS.

4. TOTAL OF TWO (2) VALLEY FLASHING GUTTER REPLACEMENTS.

5. TOTAL OF 80 LF OF SEALANT REPLACEMENT AT THE ROOF-TO-WALL TRANSITION.

BUILDING 7

BUILDING 8

CANOPY 1

CANOPY 1 Roof Plan Canopy 1

Va le nc ia

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Project No.:

10109-0523129

E.

E co nl oc kh at ch ee T ra il

O rla nd o, F lo rid a

Client:

Drawn: SAS

Checked: SD / JS

Date: 02/07/2024

Sheet Title:

Sheet No.

PROFESSIONAL SEAL /COA

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w w w .u sa no va .c om

Valencia College 701 N.

Econlockhatchee Trail Orlando, FL

ROOF PLAN

2 SCALE: 1/64" = 1'

N

KEY PLAN:

N

A-100

ROOF PLAN

1 SCALE: 1/16" = 1'

N

CANOPY SECTION 1:

1. BUILDING 7 - SOUTH CANOPY

2. TOTAL ROOF AREA SIZE: 2,822 SF

3. TOTAL OF TWO (2) VALLEY SECTIONS TO BE REPLACED = UP TO 3 PANELS.

4. TOTAL OF TWO (2) VALLEY FLASHING GUTTER REPLACEMENTS.

5. TOTAL OF 40 LF OF SEALANT REPLACEMENT AT THE WALL-TO ROOF TRANSITION.

SEALANT AND WALL METAL

FLASHING REPLACEMENT

VALLEY PANEL

REPLACEMENT

SEALANT AND WALL METAL

FLASHING REPLACEMENT

VALLEY PANEL

REPLACEMENT

A-201

TYP.

A-200

TYP.

A-201

TYP.

A-200

TYP.

BUILDING 7

BUILDING 8

CANOPY 2

CANOPY 2

SEALANT AND WALL METAL

FLASHING REPLACEMENT

VALLEY PANEL

REPLACEMENT

Roof Plan Canopy 2

Va le nc ia

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C ov er in gs

C an op ie s

Project No.:

10109-0523129

E.

E co nl oc kh at ch ee T ra il

O rla nd o, F lo rid a

Client:

Drawn: SAS

Checked: SD / JS

Date: 02/07/2024

Sheet Title:

Sheet No.

PROFESSIONAL SEAL /COA

N or th la ke B ou le va rd

, S ui te

Al ta m on te

S pr in gs

, F L

7.

2.

w w w .u sa no va .c om

Valencia College 701 N.

Econlockhatchee Trail Orlando, FL

ROOF PLAN

2 SCALE: 1/64" = 1'

N

KEY PLAN:

N

A-101

ROOF PLAN

1 SCALE: 1/16" = 1'

N

CANOPY SECTION 2:

1. BUILDING 7 - WEST CANOPY

2. TOTAL ROOF AREA SIZE: 3,419 SF

3. TOTAL OF THREE (3) VALLEY SECTIONS TO BE REPLACED = UP TO 4 PANELS.

4. TOTAL OF THREE (3) VALLEY FLASHING GUTTER REPLACEMENTS.

5. TOTAL OF 40 LF OF SEALANT REPLACEMENT AT THE WALL-TO ROOF TRANSITION.

6. TOTAL OF TWO (2) FULL PANEL REPLACEMENTS IN THE FIELD DUE TO HOLES IN PANELS.

VALLEY PANEL

REPLACEMENT

FULL METAL PANEL REPLACEMENT

DUE TO HOLE IN PANEL

FULL METAL PANEL REPLACEMENT

DUE TO HOLE IN PANEL

SEALANT AND WALL METAL

FLASHING REPLACEMENT

A-201

TYP.

A-200

TYP.

A-201

TYP.

A-200TYP.

A-201

TYP.

CANOPY 3

CANOPY 3

BUILDING 7

BUILDING 6

FULL METAL PANEL REPLACEMENT

DUE TO HOLE IN PANEL

Roof Plan Canopy 3

Va le nc ia

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C an op ie s

Project No.:

10109-0523129

E.

E co nl oc kh at ch ee T ra il

O rla nd o, F lo rid a

Client:

Drawn: SAS

Checked: SD / JS

Date: 02/07/2024

Sheet Title:

Sheet No.

PROFESSIONAL SEAL /COA

N or th la ke B ou le va rd

, S ui te

Al ta m on te

S pr in gs

, F L

7.

2.

w w w .u sa no va .c om

Valencia College 701 N.

Econlockhatchee Trail Orlando, FL

ROOF PLAN

2 SCALE: 1/64" = 1'

N

KEY PLAN:

N

A-102

ROOF PLAN

1 SCALE: 1/64" = 1'

N

CANOPY SECTION 3:

1. BUILDING 7 TO 6 - CANOPY

2. TOTAL ROOF AREA SIZE: 5,920 SF

3. TOTAL OF TWO (2) VALLEY SECTIONS TO BE REPLACED = UP TO 3 PANELS.

4. TOTAL OF TWO (2) VALLEY FLASHING GUTTER REPLACEMENTS.

5. TOTAL OF FOUR (4) FULL PANEL REPLACEMENTS IN THE FIELD DUE TO HOLES IN PANELS.

VALLEY PANEL

REPLACEMENT

SEALANT AND WALL METAL

FLASHING REPLACEMENT

VALLEY PANEL

REPLACEMENT

TOTAL VALLEY LENGTH: 16 LF

TOTAL EAVES LENGTH: 750 LF

A-200

TYP.

A-200TYP.

A-201TYP.

A-200

TYP.

A-201

CANOPY 4

CANOPY 4

BUILDING 6

BUILDING 4

BUILDING 5

SEALANT AT WALL METAL

FLASHING REPLACEMENT

Roof Plan Canopy 4

Va le nc ia

C ol le ge

E as t C am pu s

W al kw ay

C ov er in gs

C an op ie s

Project No.:

10109-0523129

E.

E co nl oc kh at ch ee T ra il

O rla nd o, F lo rid a

Client:

Drawn: SAS

Checked: SD / JS

Date: 02/07/2024

Sheet Title:

Sheet No.

PROFESSIONAL SEAL /COA

N or th la ke B ou le va rd

, S ui te

Al ta m on te

S pr in gs

, F L

7.

2.

w w w .u sa no va .c om

Valencia College 701 N.

Econlockhatchee Trail Orlando, FL

ROOF PLAN

2 SCALE: 1/64" = 1'

N

KEY PLAN:

N

A-103

ROOF PLAN

1 SCALE: 1/16" = 1'

N

CANOPY SECTION 4:

1. BUILDING 6 - CANOPY

2. TOTAL ROOF AREA SIZE: 1,494 SF

3. TOTAL OF 160 LF OF SEALANT REPLACEMENT AT THE ROOF-TO-WALL TRANSITION.

SEALANT AND WALL METAL

FLASHING REPLACEMENT

A-200

TYP.

A-200TYP.

A-200TYP.

A-201TYP.

CANOPY 5

CANOPY 5

BUILDING 4

BUILDING 5

BUILDING 6

SEALANT AT WALL METAL

FLASHING REPLACEMENT

Roof Plan Canopy 5

Va le nc ia

C ol le ge

E as t C am pu s

W al kw ay

C ov er in gs

C an op ie s

Project No.:

10109-0523129

E.

E co nl oc kh at ch ee T ra il

O rla nd o, F lo rid a

Client:

Drawn: SAS

Checked: SD / JS

Date: 02/07/2024

Sheet Title:

Sheet No.

PROFESSIONAL SEAL /COA

N or th la ke B ou le va rd

, S ui te

Al ta m on te

S pr in gs

, F L

7.

2.

w w w .u sa no va .c om

Valencia College 701 N.

Econlockhatchee Trail Orlando, FL

ROOF PLAN

2 SCALE: 1/64" = 1'

N

KEY PLAN:

N

A-104

ROOF PLAN

1 SCALE: 1/16" = 1'

N

CANOPY SECTION 5:

1. BUILDING 4, 5, 6 - CONNECTOR CANOPY

2. TOTAL ROOF AREA SIZE: 1,137 SF

3. TOTAL OF TWO (2) VALLEY SECTIONS TO BE REPLACED = UP TO 3 PANELS TOTAL.

4. TOTAL OF TWO (2) VALLEY FLASHING GUTTER REPLACEMENTS.

5. TOTAL OF 80 LF OF SEALANT REPLACEMENT AT THE ROOF-TO-WALL TRANSITION.

SEALANT AND WALL METAL

FLASHING REPLACEMENT

VALLEY PANEL

REPLACEMENT

A-200TYP.

A-201TYP.

A-200

TYP.

A-200

TYP.

A-200

TYP.

A-201

CANOPY 6

BUILDING 3

BUILDING 2

BUILDING 1

CANOPY 6

Roof Plan Canopy 6

Va le nc ia

C ol le ge

E as t C am pu s

W al kw ay

C ov er in gs

C an op ie s

Project No.:

10109-0523129

E.

E co nl oc kh at ch ee T ra il

O rla nd o, F lo rid a

Client:

Drawn: SAS

Checked: SD / JS

Date: 02/07/2024

Sheet Title:

Sheet No.

PROFESSIONAL SEAL /COA

N or th la ke B ou le va rd

, S ui te

Al ta m on te

S pr in gs

, F L

7.

2.

w w w .u sa no va .c om

Valencia College 701 N.

Econlockhatchee Trail Orlando, FL

ROOF PLAN

2 SCALE: 1/64" = 1'

N

KEY PLAN:

N

A-105

ROOF PLAN

1 SCALE: 1/64" = 1'

N

CANOPY SECTION 6:

1. BUILDING 1, 2, 3, 4 - CONNECTOR CANOPY

2. TOTAL ROOF AREA SIZE: 14,821 SF

3. TOTAL OF TWELVE (12) VALLEY SECTIONS TO BE REPLACED = UP TO 15 PANELS.

4. TOTAL OF TWELVE (12) VALLEY FLASHING GUTTER REPLACEMENTS.

5. TOTAL OF 120 LF OF SEALANT REPLACEMENT AT THE ROOF-TO-WALL TRANSITION.

SEALANT AND WALL METAL

FLASHING REPLACEMENT

VALLEY PANEL

REPLACEMENT

SEALANT AND WALL METAL

FLASHING REPLACEMENT

SEALANT AND WALL METAL

FLASHING REPLACEMENT

VALLEY PANEL

REPLACEMENT

VALLEY PANEL

REPLACEMENT

VALLEY PANEL

REPLACEMENT

VALLEY PANEL

REPLACEMENT

VALLEY PANEL

REPLACEMENT

A-201

TYP.

A-200

TYP.

SEALANT AND WALL METAL

FLASHING REPLACEMENT

A-201

TYP.

A-200

TYP.

A-200

TYP.

A-201

TYP.

LAPS WITH CONTINUOUS

NEW EAVE FLASHING, 4" END

NEW PANEL FASTENER WITH METAL

NEW 900 PANELS

F = FINISH SIDE

EAVE FLASHING

EXISTING EAVE STRUT

20" O.C. MAX.

NEW FASTENERS,

1/2

BACKED NEOPRENE WASHER

CAULK AT LAPS

TOP AND BOTTOM

WITH TAPE SEALER

NEW INSIDE FOAM CLOSURE

BACKED NEOPRENE WASHER

NEW FASTENER WITH METAL

20" O.C.

F = FINISH SIDE

NEW CONTINUOUS BEAD OF CAULK

NEW 900 PANEL

SUB FLASHING

NEOPRENE WASHER 20" O.C.

NEW FASTENER WITH METAL BACKED

EXISTING PURLIN

COUNTER FLASHING

F = FINISH SIDE

F

OUTSIDE CORNER CAP

NEW FASTENER WITH METAL

BACKED NEOPRENE WASHER

BACKED NEOPRENE WASHER

NEW PANEL FASTENER WITH METAL

20" O.C.

WITH CONTINUOUS CAULK AT LAPS

NEW OUTSIDE CORNER CAP; 4" END LAPS

OF CAULK

NEW CONTINUOUS BEAD

NEW 900 PANEL

EXISTING GIRTS

SUB-FLASHING

COUNTERFLASHING

NEW 900 PANEL

CONTINUOUS CAULK AT LAPS

NEW SUB-FLASHING; 4" END LAPS WITH

WITH CONTINUOUS CAULK AT LAPS.

NEW COUNTERFLASHING; 4" END LAPS

NEW FASTENERS; 20" O.C. MAX.

WITH CONTINUOUS CAULK AT LAPS

EXISTING REGLET FLASHING; 4" END LAPS

REGLET FLASHING

WITH METAL BACKED

NEW PANEL FASTENERS

OF CAULK

NEW CONTINUOUS BEAD

AT REGLET

NEW CONTINUOUS CAULK

EXISTING REGLET

1/2"

WITH TAPE SEALER TOP

NEW OUTSIDE FOAM CLOSURE

NEOPRENE WASHER.

WITH METAL BACKED

NEOPRENE WASHER.

NEW FASTENERS

20" O.C.

AND BOTTOM.

NEW CONTINUOUS BEAD OF CAULK

NEW COUNTER FLASHING 4"

END LAPS WITH CONTINUOUS

CAULK AT LAPS

NEW SUB FLASHING

NEW FASTENERS

20" O.C. MAX

NOTE:

· CONTRACTOR TO FIELD VERIFY

MEASUREMENTS FOR THE EAVE

FLASHING TO MATCH EXISTING.

EXISTING REGLET FLASHING; 4" END

LAPS WITH CONTINUOUS CAULK LAPS

NOTE:

· CONTRACTOR TO FIELD VERIFY

MEASUREMENTS FOR THE SUB FLASHING AND

COUNTER FLASHING TO MATCH EXISTING.

· REPLACE SEALANT IF METAL ROOF PANEL IS

NOT PROPOSED FOR REPLACEMENT.

NOTE:

· CONTRACTOR TO FIELD VERIFY

MEASUREMENTS FOR THE OUTSIDE

COVER CAP TO MATCH EXISTING.

EXISTING GIRTS

NOTE:

· CONTRACTOR TO FIELD VERIFY

MEASUREMENTS FOR THE SUB FLASHING AND

COUNTER FLASHING TO MATCH EXISTING.

· REPLACE SEALANT IF METAL ROOF PANEL IS

NOT PROPOSED FOR REPLACEMENT.

NEW CONTINUOUS CAULK AT REGLET

A-200

Va le nc ia

C ol le ge

E as t C am pu s

W al kw ay

C ov er in gs

C an op ie s

Project No.:

10109-0523129

E.

E co nl oc kh at ch ee T ra il

O rla nd o, F lo rid a

Client:

Drawn: SAS

Checked: SD / JS

Date: 02/07/2024

Sheet Title:

Sheet No.

PROFESSIONAL SEAL /COA

N or th la ke B ou le va rd

, S ui te

Al ta m on te

S pr in gs

, F L

7.

2.

w w w .u sa no va .c om

Valencia College 701 N.

Econlockhatchee Trail Orlando, FL

Details

3 SCALE: N.T.S.

OUTSIDE CORNER DETAIL

2 SCALE: N.T.S.

RAKE WALL DETAIL

1 SCALE: N.T.S.

EAVE DETAIL

4 SCALE: N.T.S.

WALL FLASHING DETAIL

NEW FLAT SHEET VALLEY

SUB-FLASHING

R

ID

G E

SLOPE

EA

VE

EXISTING PURLINS

SL

O

PE

ROOFS WITH A SLOPE OF 4:12

OR LESS 6'-0" MIN.

ROOFS ABOVE 4:12 3'-0" MIN.

EACH

SID

E

RUN RIDGE TO EAVE

NEW FLAT SHEET VALLEY SUB-FLASHING

BETWEEN VALLEY FLASHING

NEW CONTINUOUS BEAD OF CAULK

NEW FASTENERS 20" O.C. MAX.

NEW EXPANDABLE FOAM

SEALER TOP AND BOTTOM

CLOSURE WITH TAPE

METAL BACKED NEOPRENE

WASHER

NEW PANEL FASTENER WITH

SIDE LAP DETAIL (TYPICAL)

NEW 900 PANEL

1.5"

35.4"

1.42"

2.94"5.9"

NEW 900 PANEL NEW SCREW WITH STEEL AND

NEOPRENE WASHER

NEW 1" TAPE SEALER CONTINUOUS

NEW VALLEY FLASHING 12" END

LAPS WITH (2) CONTINUOUS

BEADS OF CAULK AT LAPS

NOTE:

· CONTRACTOR TO FIELD VERIFY

MEASUREMENTS FOR THE VALLEY

FLASHING TO MATCH EXISTING.

A-201

Va le nc ia

C ol le ge

E as t C am pu s

W al kw ay

C ov er in gs

C an op ie s

Project No.:

10109-0523129

E.

E co nl oc kh at ch ee T ra il

O rla nd o, F lo rid a

Client:

Drawn: SAS

Checked: SD / JS

Date: 02/07/2024

Sheet Title:

Sheet No.

PROFESSIONAL SEAL /COA

N or th la ke B ou le va rd

, S ui te

Al ta m on te

S pr in gs

, F L

7.

2.

w w w .u sa no va .c om

Valencia College 701 N.

Econlockhatchee Trail Orlando, FL

Details

1 SCALE: N.T.S.

VALLEY DETAIL

2 SCALE: N.T.S.

900 PANEL DETAIL