Project Information

Bid Title

New Smyrna Beach High - Replace Gutters and Downspouts

Issuing Agency

Volusia County Schools

Location

Florida

Published Date

Mar 31, 2026

Closing Date

May 14, 2026

Government Level

State & Local

Status

Closed

Ref. #

Project No. 2648225

Original Source

Join to Access Full Details

Bid Inquiries

Join to Access Full Details

Bid Documents

Join to Access Full Details

Project Description

New Smyrna Beach High - Replace Gutters and Downspouts - Project No. 2648225

Mandatory Prebid Meeting:	April 24, 2026 at 9:30 AM
Bid:	May 14, 2026 at 1:00 PM
Project Bid Documents:	Plans Project Manual
Estimate:	$664,562.86
Consultant:	Gale Associates \South\, Inc. Alan Craigo (407) 599-7031
Owner:	VCS Project Manager Tony Franco (386) 947-8786
Bid Status:	Active

Attachment Preview

VOLUSIA

COUNTY SCHOOLS

"LEADING WITH GRACE AND RESPECT"

THE SCHOOL BOARD OF VOLUSIA

COUNTY FLORIDA

200 North Clara Avenue

DeLand, Florida 32720

NEW SMYRNA BEACH

HIGH SCHOOL

REPLACE GUTTERS AND

DOWNSPOUTS

VCS Project NO. 2648225

1015 10TH STREET

NEW SMYRNA BEACH, FL 32168

SCHOOL BOARD

MEMBERS

RUBEN COLON

KRISTA GOODRICH

DONNA BROSEMER

JAMIE HAYNES

JESSICA THOMPSON

BOARD CHAIR

BOARD VICE CHAIR

MEMBER

MEMBER

MEMBER

CARMEN J. BALGOBIN

SUPERINTENDENT

Gale Associates, Inc.

Engineers Architects Planners

217 N. Westmonte Drive, Suite 3033

Altamonte Springs, FL 32714

P 407.599.7031 F 407.599.7077 www.gainc.com

Gale Associates (South), Inc. FL CA Lic. No: 6114

Boston Baltimore Orlando Hartford

©2024

DESCRIPTION OF WORK

REPLACEMENT OF GUTTER AND DOWNSPOUTS ON ROOFS THROUGHOUT THE CAMPUS.

Architect's Statement of Compliance

To the best of my knowledge, these drawings and the project manual are complete and comply with

the Florida Building Code.

BUILDING DATA

A. SURVEY PARCEL ID

B. LEGAL DESCRIPTION

C. OCCUPANCY TYPE

D. CONSTRUCTION TYPE

E. RISK CATEGORY

F. AUTOMATIC SPRINKLER

G. BUILDING AREA

H. BUILDING HEIGHT

I. OCCUPANT LOAD

N/A

N/A

N/A

N/A

III

N/A

246,600 SF

25 FT (ONE STORY ROOF)

50 FT (MULTI STORY ROOFS)

N/A

LOCATION MAP

ENGINEERS & CONSULTANTS

DISCIPLINE: ARCHITECTURAL

FIRM NAME: GALE ASSOCIATES\SOUTH\, INC.

ADDRESS: 217 N. WESTMONTE DRIVE SUITE 3033

ADDRESS: ALTAMONTE SPRINGS, FL 32714

CONTACT PHONE NUMBER: 407-599-7031

PROJECT MANAGER: MATTHEW TANOUS

e-mail address: MST@GAINC.COM

WWW.GALEASSCOATES.ORG

Gale Associates, Inc.

Engineers Architects Planners

217 N. Westmonte Drive, Suite 3033

Altamonte Springs, FL 32714

P 407.599.7031 F 407.599.7077 www.gainc.com

Gale Associates (South), Inc. FL CA Lic. No: 6114

Boston Baltimore Orlando Hartford

G001

G002

A101

A102

A103

A104

A105

A106

A107

A501

A502

A503

A504

A505

COVER SHEET

STANDARD LEGEND, SYMBOLS AND GENERAL NOTES

ROOF PLAN BLDGS 1 AND 2

ROOF PLAN BLDGS 3 AND 4

ROOF PLAN BLDG 5

ROOF PLAN BLDG 6

ROOF PLAN BLDG 7

ROOF PLAN BLDG 8

ROOF PLAN BLDG 9

DETAILS

DETAILS

DETAILS

DOWNSPOUT PROFILES

DOWNSPOUT PROFILES

NOT TO SCALE

CONSTRUCTION DOCUMENTS 12/17/2025

ARCH/ENGR OF RECORD

Architect

ALAN S. CRAIGO, P.E.

DESIGNED BY

ASC/MST

DRAWN BY

JWN

ISSUE DATE

12/17/2025

AE PROJECT NUMBER

678443

SHEET TITLE

COVER SHEET

DRAWING NO.

G001

GENERAL NOTES

DESCRIPTION OF WORK

THE GENERAL SCOPE OF WORK FOR THIS PROJECT INCLUDES REPLACEMENT OF GUTTERS AND DOWNSPOUTS THROUGHOUT CAMPUS, AS INDICATED ON THE DRAWINGS.

DEMOLITION NOTES

1. THE INFORMATION SHOWN ON THE DRAWINGS HAS BEEN COMPILED FROM VARIOUS SOURCES, AND MAY NOT REFLECT THE ACTUAL CONDITIONS AT THE TIME OF CONSTRUCTION. CONTRACTOR

SHALL FIELD VERIFY ALL DIMENSIONS AND QUANTITIES PRIOR TO BID.

2. THE BUILDING WILL REMAIN OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR SHALL SCHEDULE AND EXECUTE WORK TO AVOID INTERRUPTIONS TO BUILDING OPERATIONS.

3. CONTRACTOR SETUP LOCATIONS SHALL BE AS INDICATED BY THE OWNER DURING THE PRE-CONSTRUCTION MEETING.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COVERING ALL INTERIOR ITEMS THAT MIGHT BE AFFECTED BY THE WORK, INCLUDING FLOORS AND EQUIPMENT PRIOR TO DEMOLITION. ONCE

REMOVAL IS COMPLETE FOR THE DAY, THE PLASTIC COVERINGS SHALL BE REMOVED AND THE INTERIOR AREAS CLEANED. CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO, SWEEPING OF FLOORS

AND DUST REMOVAL FROM THE TOPS OF LIGHT FIXTURES AND EQUIPMENT WHERE ACCESSIBLE.

5. THE CONTRACTOR SHALL REPORT DETERIORATED OR UNSUITABLE ROOF DECK OR SUBSTRATE COMPONENTS TO THE OWNER PRIOR TO PERFORMING ROOFING INSTALLATION.

6. REMOVE AND DISPOSE OF EXISTING GUTTER AND DOWNSPOUT COMPONENTS, DOWN TO THE EXISTING SUBSTRATES AS INDICATED. EXISTING COMPONENTS NOT DESIGNATED FOR REMOVAL SHALL

REMAIN IN PLACE AND SHALL BE PROTECTED FROM DAMAGE BY THE SUBSEQUENT WORK, DECK UNLESS OTHERWISE INDICATED ON THE DETAIL DRAWINGS. REMOVE AND DISPOSE OF ALL ITEMS TO

INCLUDE GUTTERS, BRACKETS, STRAPS, DOWNSPOUTS, ASSOCIATED HARDWARE, ETC. SCHEDULED TO BE REMOVED.TEMPORARILY REMOVE ANY COMPONENT OR ASSEMBLY AS REQUIRED TO

FACILITATE THE GUTTER AND DOWNSPOUT REPLACEMENT WORK, AND RESTORE TO ITS ORIGINAL AND WATERTIGHT CONDITION.

7. CORROSION TREAT AND PAINT (OR SEAL) ALL VACANT FASTENER HOLES IN EXISTING METAL ASSEMBLIES THAT ARE DESIGNATED TO REMAIN, AND THAT ARE AFFECTED BY THE SCOPE OF THIS WORK.

8. PROVIDE TEMPORARY OVERHEAD PROTECTION AT THE MAIN ENTRANCES TO BUILDINGS AND AT OTHER LOCATIONS AS NECESSARY TO PROVIDE UNINTERRUPTED AND SAFE ACCESS TO BUILDING.

9. REMOVALS SHALL BE PERFORMED IN ACCORDANCE WITH THE SUBMITTED AND APPROVED REMOVAL PLAN, THE DETAIL DRAWINGS AND SPECIFICATIONS.

INSTALLATION NOTES

1. FOR THE SAKE OF CLARITY, EACH INDIVIDUAL DETAIL ON THE ROOF PLANS HAS NOT BEEN INDICATED. EXISTING AND NEW DETAILS HAVE BEEN INDICATED FOR TYPICAL COMPONENTS AT RANDOM

LOCATIONS.

2. COMPONENTS SHOWN ON THE DETAIL DRAWINGS SHALL BE NEW UNLESS SPECIFICALLY INDICATED AS EXISTING.

3. ITEMS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS APPLICABLE TO THE PROJECT.

4. FOR THE SAKE OF CLARITY, SECUREMENT FASTENERS ARE NOT SHOWN ON THE DRAWINGS IN THEIR ENTIRETY. REFER TO SPECIFICATIONS FOR FASTENER TYPES/SPACING.

5. ANY DISCREPANCIES ON THE DRAWINGS NOTED BY THE CONTRACTOR SHALL BE BROUGHT TO THE OWNER'S ATTENTION PRIOR TO BID SUBMISSION.

6. ITEMS OF CONSTRUCTION SHALL BE 100% WATERTIGHT ON THE SAME DAY OF WORK. PHASED CONSTRUCTION MUST BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION.

7. DETAILS NOT DEPICTED SHALL BE CONSTRUCTED IN A MANNER CONSISTENT WITH THE DETAIL DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND QUANTITIES.

8. IF THERE IS A POTENTIAL HAZARDOUS MATERIAL ENCOUNTERED DURING THE COURSE OF WORK THAT IS NOT IDENTIFIED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR WILL STOP WORK

IMMEDIATELY AND CONTACT THE OWNER WHO IS TO MAKE A DETERMINATION IF THE MATERIAL IS HAZARDOUS.

9. ALL DUMPSTERS MUST BE AT LEAST 15 FEET FROM THE BUILDING UNLESS EMPTIED AT THE END OF EACH WORK DAY.

10. MATERIALS MAY NOT BE STORED CLOSER THAN 15 FEET FROM BUILDINGS AND MAY NOT BE PLACED IN FRONT OF EXITS OR ANY FIRE PROTECTION EQUIPMENT. REFUELING OF GASOLINE POWERED

EQUIPMENT WILL NOT BE PERMITTED ON THE ROOF. GASOLINE MUST BE STORED IN UL LISTED AND APPROVED CONTAINERS.

11. METAL FABRICATION NOTES: FILE SMOOTH ALL EXPOSED SHARP EDGES. FABRICATE METAL TRANSITIONS AND TERMINATIONS IN ONE-PIECE CONSTRUCTION. LOCK AND SEAL OR SOLDER ALL JOINTS

SOLID, AS SPECIFIED, TO MAKE WATERTIGHT.

12. SHEET METAL FABRICATION DETAILS HAVE BEEN PROVIDED TO REPRESENT TYPICAL CONDITIONS, THEY MAY NOT REPRESENT EVERY UNIQUE CONDITION REQUIRED TO COMPLETE THE WORK;

HOWEVER, SUCH FABRICATIONS SHALL BE REQUIRED AS IF SHOWN ON THE DRAWINGS. CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS OF SUCH CONDITIONS TO THE ENGINEER OF

RECORD FOR REVIEW AND APPROVAL PRIOR TO SHOP FABRICATION OR FIELD INSTALLATION.

STATEMENT OF COMPLIANCE

1. TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS AND THE PROJECT MANUAL ARE COMPLETE AND COMPLY WITH THE FLORIDA BUILDING CODE.

2. BUILDING CODE REFERENCE: FLORIDA BUILDING CODE, 8TH EDITION (2023).

OVERALL CAMPUS PLAN

BUILDING 4

BUILDING 3

BUILDING 5

BUILDING 6

EXISTING

ALUMINUM

WALKWAY CANOPY

TYP. (N.I.C.)

BUILDING 2

BUILDING 1

BUILDING 9

STANDARD LEGEND AND SYMBOLS

NOTE: NOT ALL SYMBOLS NECESSARILY USED

ROOF EDGE

DS-#

GUTTER WITH DOWNSPOUT

E.J

GUTTER EXPANSION JOINT

DETAIL IDENTIFIER

SHEET WHERE DETAIL S SHOWN

DETAIL INDICATOR

DETAIL IDENTIFIER

SHEET WHERE DETAIL S SHOWN

SECTION INDICATOR

BLDG. #

1

2

3

4

5

6

7

8

9

TOTAL

TABLE LEGEND

SF = SQUARE FEET

LF = LINEAR FEET

ROOF AREA SUMMARY

ROOF SQUARE FOOTAGE

12,200 S.F.

19,400 S.F.

28,000 S.F.

11,200 S.F.

38,200 S.F.

37,900 S.F.

30,100 S.F.

28,700 S.F.

40,900 S.F.

246,600 S.F.

GUTTER LINEAR FOOTAGE

440 LF.

610 LF.

760 LF.

180 LF.

520 LF.

520 LF.

400 LF.

970 LF.

900 LF.

5,300 LF.

NOTE: QUANTITIES ARE PROVIDED TO ASSIST BIDDERS IN ESTABLISHING THE

PROJECT SCOPE. FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND

QUANTITIES PRIOR TO SUBMITTING A BID FOR THIS PROJECT.

SPECIFIED PER FLORIDA BUILDING CODE (2023) CH. 16

AND IN ACCORDANCE WITH ASCE 7-22

ULTIMATE DESIGN WIND SPEED

155 MPH

NOMINAL DESIGN WIND SPEED

120 MPH

BUILDING RISK CATEGORY

WIND EXPOSURE

INTERNAL PRESSURE COEFFICIENT

III

EXPOSURE C

0.18 (ENCLOSED)

DESIGN WIND LOAD PRESSURES IN PSF (BASED ON NOM. WIND SPEED)

BUILDING HEIGHT (DESIGN MEAN) < 30 FT

ZONE 1A

1A

ZONE 2A

2A

ZONE 3A

3A

BUILDING HEIGHT (DESIGN MEAN) 30 FT < 50 FT

ZONE 1B

1B

ZONE 2B

2B

ZONE 3B

3B

-47.87

-63.24

-83.00

-54.02

-71.37

-93.67

WIND DESIGN INFORMATION

2A

3A 3A

2A

15' TYP.

15' TYP.

1A

2A 2A

1A

2A

3A 3A

2A

WIND LOAD SCHEMATIC - BLDG HEIGHT < 30 FT

Gale Associates, Inc.

Engineers Architects Planners

217 N. Westmonte Drive, Suite 3033

Altamonte Springs, FL 32714

P 407.599.7031 F 407.599.7077 www.gainc.com

Gale Associates (South), Inc. FL CA Lic. No: 6114

Boston Baltimore Orlando Hartford

©2024

BUILDING 7

EXISTING

ALUMINUM

WALKWAY CANOPY

TYP. (N.I.C.)

BUILDING 8

NORTH

N.I.C. = NOT IN CONTRACT

2B

3B 3B

2B

15' TYP.

15' TYP.

1B

2B 2B

1B

2B

3B 3B

2B

WIND LOAD SCHEMATIC - BLDG HEIGHT 30 FT < 50 FT

ARCH/ENGR OF RECORD

Architect

ALAN S. CRAIGO, P.E.

DESIGNED BY

ASC/MST

DRAWN BY

JWN

ISSUE DATE

12/17/2025

AE PROJECT NUMBER

678443

SHEET TITLE

STANDARD LEGEND,

SYMBOLS AND

GENERAL NOTES

DRAWING NO.

G002

EXISTING ALUMINUM WALKWAY

CANOPY TYP. (N.I.C.)

TYP.

EXISTING ALUMINUM WALKWAY

CANOPY TYP. (N.I.C.)

132'-0"±

TYP.

DS-3

DS-3 EJ

TYP.

DS-3

EJ

DS-3

SIM.

DS-7

EJ

DS-7

GUTTER REPLACEMENT NOTES

1. REMOVE AND REPLACE ALL GUTTERS AND DOWNSPOUTS AS INDICATED. INSTALL NEW PRE-FINISHED

ALUMINUM GUTTERS AND DOWNSPOUTS AS INDICATED. REFER TO REPRESENTATIVE TYPICAL

DOWNSPOUT PROFILES REPRESENTED ON SHEET A504 AND A505 ( DS - #).

2. REMOVE AND REPLACE EXISTING GALVALUME METAL FASCIA ALONG GUTTER EDGES AND REPLACE

WITH NEW PRE-FINISHED ALUMINUM FASCIA AS INDICATED.

3. PROTECT EXISTING GALVALUME STANDING SEAM METAL ROOFING, WALL SYSTEMS AND ASSOCIATED

TRIM FROM DAMAGE DURING THE COURSE OF GUTTER AND DOWNSPOUT REPLACEMENT.

CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING ROOFING AND WALL SYSTEMS.

4. COORDINATE GUTTER INSTALLATION SO AS TO AVOID PLACEMENT OF EXPANSION JOINTS AND SPLICE

JOINTS ABOVE BUILDING ENTRANCES AND PATHS OF EGRESS (OR WALKING PATHS). REFER TO

KEYNOTES FOR ADDITIONAL INFORMATION (ALL LOCATIONS MAY NOT BE IDENTIFIED ON THE PLANS).

5. GUTTER EXPANSION JOINT (EJ) LOCATIONS ARE APPROXIMATED. COORDINATE INSTALLATION SO

GUTTER EXPANSION JOINTS ARE LOCATED NO MORE THAN 50 FT (MAX.) APART. NO SECTION OF

GUTTER SHOULD EXCEED 50 FT.

TYP.

6. SEAL VACANT FASTENER HOLES IN EXISTING BRICK WALL SURFACES WHERE EXISTING DOWNSPOUTS/

BRACKETS ARE REMOVED. USE COLOR MATCHING SEALANT, SEE SPEC SECTION 079200

DS-3

SIM.

KEY NOTES

AVOID INSTALLING ANY GUTTER SEAM OR JOINT WITHIN 2-FEET (TYP.) OF INTERSECTING WALKWAYS

(SIDEWALKS), BUILDING ENTRANCES, DOORWAYS, ETC. LOCATIONS IDENTIFIED ON THESE PLANS MAY BE

REPRESENTATIVE. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS.

DOWNSPOUT DEPOSITS RUNOFF TO FLAT EXISTING ALUMINUM WALKWAY CANOPY BELOW. REFER TO

REPRESENTATIVE DOWNSPOUT PROFILE DS-# ON SHEET A504 AND A505 FOR TYP. DOWNSPOUT PROFILE

AT THIS CONDITION.

SNAKE AND CLEAN EXISTING CLOGGED SUB-GRADE DRAIN PIPE WHERE INDICATED. WATER TEST TO

CONFIRM PIPE IS FREE FLOWING.

REMOVE AND REPLACE DAMAGED ROOF FLASHING AS INDICATED WHERE SHADED. REFER TO

REPRESENTATIVE TYPICAL ROOF FLASHING PROFILE (DETAIL 1/A503)

REMOVE RAIN BARREL. COORDINATE WITH OWNER. ATTACH NEW DOWNSPOUT TO EXISTING SUBGRADE

DRAIN PIPE. REFER TO REPRESENTATIVE DOWNSPOUT PROFILE DS-4 ON SHEET A504.

121'-0"±

Gale Associates, Inc.

Engineers Architects Planners

217 N. Westmonte Drive, Suite 3033

Altamonte Springs, FL 32714

P 407.599.7031 F 407.599.7077 www.gainc.com

Gale Associates (South), Inc. FL CA Lic. No: 6114

Boston Baltimore Orlando Hartford

©2024

DS-7

EJ

DS-7

SIM.

BUILDING 3

SEE SHEET A102

EXISTING ALUMINUM WALKWAY

CANOPY TYP. (N.I.C.)

DS-14

DS-14

DS-3

TYP.

DS-6

DS-3

DS-14

DS-14

EXISTING ALUMINUM WALKWAY

CANOPY TYP. (N.I.C.)

DS-1

TYP.

EXISTING METAL ROOFING

(N.I.C.)

TYP.

DS-6

DS-1

DS-4

DS-14

BUILDING 9

SEE SHEET A107

PLAN

NORTH

ROOF PLAN BLDGS 1 AND 2

SCALE: 1/16" = 1'-0"

5

6

7

4

ARCH/ENGR OF RECORD

Architect

ALAN S. CRAIGO, P.E.

DESIGNED BY

ASC/MST

DRAWN BY

JWN

ISSUE DATE

12/17/2025

AE PROJECT NUMBER

678443

SHEET TITLE

3

21

9

8

PLAN

NORTH

ROOF PLAN

BLDGS 1 AND 2

DRAWING NO.

A101

TYP.

319'-0"±

TYP.

TYP.

TYP.

TYP.

TYP.

GUTTER REPLACEMENT NOTES

1. REMOVE AND REPLACE ALL GUTTERS AND DOWNSPOUTS AS INDICATED. INSTALL NEW PRE-FINISHED

ALUMINUM GUTTERS AND DOWNSPOUTS AS INDICATED. REFER TO REPRESENTATIVE TYPICAL

DOWNSPOUT PROFILES REPRESENTED ON SHEET A504 AND A505 ( DS - #).

2. REMOVE AND REPLACE EXISTING GALVALUME METAL FASCIA ALONG GUTTER EDGES AND REPLACE

WITH NEW PRE-FINISHED ALUMINUM FASCIA AS INDICATED.

3. PROTECT EXISTING GALVALUME STANDING SEAM METAL ROOFING, WALL SYSTEMS AND ASSOCIATED

TRIM FROM DAMAGE DURING THE COURSE OF GUTTER AND DOWNSPOUT REPLACEMENT.

CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING ROOFING AND WALL SYSTEMS.

4. COORDINATE GUTTER INSTALLATION SO AS TO AVOID PLACEMENT OF EXPANSION JOINTS AND SPLICE

JOINTS ABOVE BUILDING ENTRANCES AND PATHS OF EGRESS (OR WALKING PATHS). REFER TO

KEYNOTES FOR ADDITIONAL INFORMATION (ALL LOCATIONS MAY NOT BE IDENTIFIED ON THE PLANS).

5. GUTTER EXPANSION JOINT (EJ) LOCATIONS ARE APPROXIMATED. COORDINATE INSTALLATION SO

GUTTER EXPANSION JOINTS ARE LOCATED NO MORE THAN 50 FT (MAX.) APART. NO SECTION OF

GUTTER SHOULD EXCEED 50 FT.

6. SEAL VACANT FASTENER HOLES IN EXISTING BRICK WALL SURFACES WHERE EXISTING DOWNSPOUTS/

BRACKETS ARE REMOVED. USE COLOR MATCHING SEALANT, SEE SPEC SECTION 079200

KEY NOTES

AVOID INSTALLING ANY GUTTER SEAM OR JOINT WITHIN 2-FEET (TYP.) OF INTERSECTING WALKWAYS

(SIDEWALKS), BUILDING ENTRANCES, DOORWAYS, ETC. LOCATIONS IDENTIFIED ON THESE PLANS MAY BE

REPRESENTATIVE. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS.

DOWNSPOUT DEPOSITS RUNOFF TO FLAT EXISTING ALUMINUM WALKWAY CANOPY BELOW. REFER TO

REPRESENTATIVE DOWNSPOUT PROFILE DS-# ON SHEET A504 AND A505 FOR TYP. DOWNSPOUT PROFILE

AT THIS CONDITION.

SNAKE AND CLEAN EXISTING CLOGGED SUB-GRADE DRAIN PIPE WHERE INDICATED. WATER TEST TO

CONFIRM PIPE IS FREE FLOWING.

REMOVE AND REPLACE DAMAGED ROOF FLASHING AS INDICATED WHERE SHADED. REFER TO

REPRESENTATIVE TYPICAL ROOF FLASHING PROFILE (DETAIL 1/A503)

REMOVE RAIN BARREL. COORDINATE WITH OWNER. ATTACH NEW DOWNSPOUT TO EXISTING SUBGRADE

DRAIN PIPE. REFER TO REPRESENTATIVE DOWNSPOUT PROFILE DS-4 ON SHEET A504.

EXISTING ALUMINUM WALKWAY

TYP.

CANOPY TYP. (N.I.C.)

Gale Associates, Inc.

Engineers Architects Planners

217 N. Westmonte Drive, Suite 3033

Altamonte Springs, FL 32714

P 407.599.7031 F 407.599.7077 www.gainc.com

Gale Associates (South), Inc. FL CA Lic. No: 6114

Boston Baltimore Orlando Hartford

©2024

EXISTING ALUMINUM WALKWAY

CANOPY TYP. (N.I.C.)

DS-3

DS-4

EJ

DS-4

DS-4

EJ

DS-4

TYP.

137'-0"±

DS-7

TYP.

BUILDING 2

SEE SHEET A101

DS-7

PLAN

NORTH

ROOF PLAN BLDGS 3 AND 4

SCALE: 1/16" = 1'-0"

5

6

7

4

ARCH/ENGR OF RECORD

Architect

ALAN S. CRAIGO, P.E.

DESIGNED BY

ASC/MST

DRAWN BY

JWN

ISSUE DATE

12/17/2025

AE PROJECT NUMBER

678443

SHEET TITLE

3

21

9

8

PLAN

NORTH

ROOF PLAN

BLDGS 3 AND 4

DRAWING NO.

A102

GUTTER REPLACEMENT NOTES

1. REMOVE AND REPLACE ALL GUTTERS AND DOWNSPOUTS AS INDICATED. INSTALL NEW PRE-FINISHED

ALUMINUM GUTTERS AND DOWNSPOUTS AS INDICATED. REFER TO REPRESENTATIVE TYPICAL

DOWNSPOUT PROFILES REPRESENTED ON SHEET A504 AND A505 ( DS - #).

2. REMOVE AND REPLACE EXISTING GALVALUME METAL FASCIA ALONG GUTTER EDGES AND REPLACE

WITH NEW PRE-FINISHED ALUMINUM FASCIA AS INDICATED.

3. PROTECT EXISTING GALVALUME STANDING SEAM METAL ROOFING, WALL SYSTEMS AND ASSOCIATED

TRIM FROM DAMAGE DURING THE COURSE OF GUTTER AND DOWNSPOUT REPLACEMENT.

CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING ROOFING AND WALL SYSTEMS.

4. COORDINATE GUTTER INSTALLATION SO AS TO AVOID PLACEMENT OF EXPANSION JOINTS AND SPLICE

JOINTS ABOVE BUILDING ENTRANCES AND PATHS OF EGRESS (OR WALKING PATHS). REFER TO

KEYNOTES FOR ADDITIONAL INFORMATION (ALL LOCATIONS MAY NOT BE IDENTIFIED ON THE PLANS).

5. GUTTER EXPANSION JOINT (EJ) LOCATIONS ARE APPROXIMATED. COORDINATE INSTALLATION SO

GUTTER EXPANSION JOINTS ARE LOCATED NO MORE THAN 50 FT (MAX.) APART. NO SECTION OF

GUTTER SHOULD EXCEED 50 FT.

6. SEAL VACANT FASTENER HOLES IN EXISTING BRICK WALL SURFACES WHERE EXISTING DOWNSPOUTS/

BRACKETS ARE REMOVED. USE COLOR MATCHING SEALANT, SEE SPEC SECTION 079200

KEY NOTES

AVOID INSTALLING ANY GUTTER SEAM OR JOINT WITHIN 2-FEET (TYP.) OF INTERSECTING WALKWAYS

(SIDEWALKS), BUILDING ENTRANCES, DOORWAYS, ETC. LOCATIONS IDENTIFIED ON THESE PLANS MAY BE

REPRESENTATIVE. CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS.

DOWNSPOUT DEPOSITS RUNOFF TO FLAT EXISTING ALUMINUM WALKWAY CANOPY BELOW. REFER TO

REPRESENTATIVE DOWNSPOUT PROFILE DS-# ON SHEET A504 AND A505 FOR TYP. DOWNSPOUT PROFILE

AT THIS CONDITION.

SNAKE AND CLEAN EXISTING CLOGGED SUB-GRADE DRAIN PIPE WHERE INDICATED. WATER TEST TO

CONFIRM PIPE IS FREE FLOWING.

REMOVE AND REPLACE DAMAGED ROOF FLASHING AS INDICATED WHERE SHADED. REFER TO

REPRESENTATIVE TYPICAL ROOF FLASHING PROFILE (DETAIL 1/A503)

REMOVE RAIN BARREL. COORDINATE WITH OWNER. ATTACH NEW DOWNSPOUT TO EXISTING SUBGRADE

DRAIN PIPE. REFER TO REPRESENTATIVE DOWNSPOUT PROFILE DS-4 ON SHEET A504.

149'-0"±

TYP.

TYP.

260'-0"±

TYP.

BUILDING 4

SEE SHEET A102

TYP.

BUILDING 3

SEE SHEET A102

EXISTING ALUMINUM WALKWAY

CANOPY TYP. (N.I.C.)

PLAN

NORTH

ROOF PLAN BLDG 5

SCALE: 1/16" = 1'-0"

TYP.

TYP.

Gale Associates, Inc.

Engineers Architects Planners

217 N. Westmonte Drive, Suite 3033

Altamonte Springs, FL 32714

P 407.599.7031 F 407.599.7077 www.gainc.com

Gale Associates (South), Inc. FL CA Lic. No: 6114

Boston Baltimore Orlando Hartford

©2024

TYP.

BUILDING 6

SEE SHEET A104

5

6

7

4

ARCH/ENGR OF RECORD

Architect

ALAN S. CRAIGO, P.E.

DESIGNED BY

ASC/MST

DRAWN BY

JWN

ISSUE DATE

12/17/2025

AE PROJECT NUMBER

678443

SHEET TITLE

3

21

9

8

PLAN

NORTH

DRAWING NO.

ROOF PLAN

BLDG 5

A103

Commodity Codes

• NAICS 236220Commercial and Institutional Building Construction
• NAICS 238160Roofing Contractors
• NAICS 238170Siding Contractors

* Disclaimer: Government BidHub provides information on bids, RFPs (Requests for Proposals), and RFQs (Requests for Qualifications) solely for convenience and informational purposes. This site is not an official public notice board. For official details, responses, or inquiries, please contact the relevant government agency directly.