New Smyrna Beach High - Replace Gutters and Downspouts

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 N/A B. LEGAL DESCRIPTION N/A C. OCCUPANCY TYPE N/A D. CONSTRUCTION TYPE N/A E. RISK CATEGORY III F. AUTOMATIC SPRINKLER N/A G. BUILDING AREA 246,600 SF 25 FT (ONE STORY ROOF) H. BUILDING HEIGHT 50 FT (MULTI STORY ROOFS) I. OCCUPANT LOAD N/A
LOCATION MAP

ETAD

DESIGNED BY ASC/MST	DRAWN BY JWN
ISSUE DATE 12/17/2025	AE PROJECT NUMBER 678443
SHEET TITLE COVER SHEET

NEW SMYRNA BEACH SCHOOL BOARD
MEMBERS
VOLUSIA
HIGH SCHOOL
COUNTY SCHOOLS
RUBEN COLON BOARD CHAIR
"LEADING WITH GRACE AND RESPECT"
KRISTA GOODRICH BOARD VICE CHAIR
REPLACE GUTTERS AND
DONNA BROSEMER MEMBER
JAMIE HAYNES MEMBER
JESSICA THOMPSON MEMBER
DOWNSPOUTS
THE SCHOOL BOARD OF VOLUSIA
COUNTY FLORIDA
CARMEN J. BALGOBIN SUPERINTENDENT
200 North Clara Avenue
VCS Project NO. 2648225
DeLand, Florida 32720
1015 10TH STREET
NEW SMYRNA BEACH, FL 32168
DESCRIPTION OF WORK ENGINEERS & CONSULTANTS
G001 COVER SHEET
G002 STANDARD LEGEND, SYMBOLS AND GENERAL NOTES
REPLACEMENT OF GUTTER AND DOWNSPOUTS ON ROOFS THROUGHOUT THE CAMPUS.
A101 ROOF PLAN BLDGS 1 AND 2
DISCIPLINE: ARCHITECTURAL
FIRM NAME: GALE ASSOCIATES\SOUTH\, INC.
ADDRESS: 217 N. WESTMONTE DRIVE SUITE 3033 A102 ROOF PLAN BLDGS 3 AND 4
ADDRESS: ALTAMONTE SPRINGS, FL 32714 Gale Associates, Inc.
CONTACT PHONE NUMBER: 407-599-7031 Engineers Architects Planners A103 ROOF PLAN BLDG 5
PROJECT MANAGER: MATTHEW TANOUS 217 N. Westmonte Drive, Suite 3033
e-mail address: MST@GAINC.COM Altamonte Springs, FL 32714
P 407.599.7031 F 407.599.7077 www.gainc.com A104 ROOF PLAN BLDG 6
WWW.GALEASSCOATES.ORG Gale Associates (South), Inc. FL CA Lic. No: 6114
Boston Baltimore Orlando Hartford A105 ROOF PLAN BLDG 7
A106 ROOF PLAN BLDG 8
A107 ROOF PLAN BLDG 9
Architect's Statement of Compliance A501 DETAILS
To the best of my knowledge, these drawings and the project manual are complete and comply with
the Florida Building Code. A502 DETAILS
A503 DETAILS
BUILDING DATA A504 DOWNSPOUT PROFILES
A505 DOWNSPOUT PROFILES
A. SURVEY PARCEL ID N/A
B. LEGAL DESCRIPTION N/A
C. OCCUPANCY TYPE N/A
D. CONSTRUCTION TYPE N/A
E. RISK CATEGORY III
F. AUTOMATIC SPRINKLER N/A
G. BUILDING AREA 246,600 SF
25 FT (ONE STORY ROOF)
H. BUILDING HEIGHT
50 FT (MULTI STORY ROOFS)
I. OCCUPANT LOAD N/A
LOCATION MAP
ARCH/ENGR OF RECORD
DESIGNED BY DRAWN BY
ISSUE DATE AE PROJECT NUMBER
COVER SHEET
CONSTRUCTION DOCUMENTS 12/17/2025
DRAWING NO.
NOT TO SCALE
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Architect
ALAN S. CRAIGO, P.E.
ASC/MST JWN
12/17/2025 678443
LOOHCS
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HCAEB
ANRYMS
WEN
NOITPIRCSED
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.ON
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
(C)2024
SHEET TITLE

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).

ETAD

ROOF AREA SUMMARY
BLDG. #	ROOF SQUARE FOOTAGE	GUTTER LINEAR FOOTAGE
1	12,200 S.F.	440 LF.
2	19,400 S.F.	610 LF.
3	28,000 S.F.	760 LF.
4	11,200 S.F.	180 LF.
5	38,200 S.F.	520 LF.
6	37,900 S.F.	520 LF.
7	30,100 S.F.	400 LF.
8	28,700 S.F.	970 LF.
9	40,900 S.F.	900 LF.
TOTAL	246,600 S.F.	5,300 LF.
TABLE LEGEND NOTE: QUANTITIES ARE PROVIDED TO ASSIST BIDDERS IN ESTABLISHING THE SF = SQUARE FEET PROJECT SCOPE. FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND LF = LINEAR FEET QUANTITIES PRIOR TO SUBMITTING A BID FOR THIS PROJECT.

WIND DESIGN INFORMATION

SPECIFIED PER FLORIDA BUILDING CODE (2023) CH. 16 2A 3A 3A AND IN ACCORDANCE WITH ASCE 7-22 ULTIMATE DESIGN WIND SPEED 155 MPH NOMINAL DESIGN WIND SPEED 120 MPH BUILDING RISK CATEGORY III WIND EXPOSURE EXPOSURE C INTERNAL PRESSURE COEFFICIENT 0.18 (ENCLOSED) 1A 2A 2A DESIGN WIND LOAD PRESSURES IN PSF (BASED ON NOM. WIND SPEED) BUILDING HEIGHT (DESIGN MEAN) < 30 FT -47.87 ZONE 1A 1A -63.24 ZONE 2A 2A ZONE 3A 3A -83.00 BUILDING HEIGHT (DESIGN MEAN) 30 FT < 50 FT ZONE 1B 1B -54.02 2A 3A 3A ZONE 2B 2B -71.37 WIND LOAD SCHEMATIC - BLD ZONE 3B 3B -93.67

2A 2B 3B 3B 2B 15' TYP. 15' TYP. 15' TYP. 15' TYP. 1A 1B 2B 2B 1B 2A 2B 3B 3B 2B G HEIGHT < 30 FT WIND LOAD SCHEMATIC - BLDG HEIGHT 30 FT < 50 FT

DESIGNED BY ASC/MST	DRAWN BY JWN
ISSUE DATE 12/17/2025	AE PROJECT NUMBER 678443
SHEET TITLE STANDARD LEGEND, SYMBOLS AND GENERAL NOTES

GENERAL NOTES OVERALL CAMPUS PLAN
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
BUILDING 5
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. BUILDING 4
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.
BUILDING 6
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
BUILDING 7
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 EXISTING
BUILDING 3
LOCATIONS. ALUMINUM
WALKWAY CANOPY
2. COMPONENTS SHOWN ON THE DETAIL DRAWINGS SHALL BE NEW UNLESS SPECIFICALLY INDICATED AS EXISTING. TYP. (N.I.C.)
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.
BUILDING 1
EXISTING BUILDING 2
ALUMINUM
7. DETAILS NOT DEPICTED SHALL BE CONSTRUCTED IN A MANNER CONSISTENT WITH THE DETAIL DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND QUANTITIES.
WALKWAY CANOPY
TYP. (N.I.C.)
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 BUILDING 8
IMMEDIATELY AND CONTACT THE OWNER WHO IS TO MAKE A DETERMINATION IF THE MATERIAL IS HAZARDOUS.
BUILDING 9
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.
NORTH
2. BUILDING CODE REFERENCE: FLORIDA BUILDING CODE, 8TH EDITION (2023).
N.I.C. = NOT IN CONTRACT
STANDARD LEGEND AND SYMBOLS ROOF AREA SUMMARY WIND DESIGN INFORMATION
NOTE: NOT ALL SYMBOLS NECESSARILY USED SPECIFIED PER FLORIDA BUILDING CODE (2023) CH. 16
BLDG. # ROOF SQUARE FOOTAGE GUTTER LINEAR FOOTAGE AND IN ACCORDANCE WITH ASCE 7-22
ROOF EDGE
1 12,200 S.F. 440 LF. ULTIMATE DESIGN WIND SPEED 155 MPH
DS-#
GUTTER WITH DOWNSPOUT
2 19,400 S.F. 610 LF.
NOMINAL DESIGN WIND SPEED 120 MPH E.J
GUTTER EXPANSION JOINT
3 28,000 S.F. 760 LF.
BUILDING RISK CATEGORY III
4 11,200 S.F. 180 LF.
WIND EXPOSURE EXPOSURE C
DETAIL IDENTIFIER 5 38,200 S.F. 520 LF. ARCH/ENGR OF RECORD
6 37,900 S.F. 520 LF. INTERNAL PRESSURE COEFFICIENT 0.18 (ENCLOSED)
7 30,100 S.F. 400 LF. DESIGNED BY DRAWN BY
SHEET WHERE DETAIL S SHOWN DESIGN WIND LOAD PRESSURES IN PSF (BASED ON NOM. WIND SPEED)
8 28,700 S.F. 970 LF.
DETAIL INDICATOR ISSUE DATE AE PROJECT NUMBER
BUILDING HEIGHT (DESIGN MEAN) < 30 FT
9 40,900 S.F. 900 LF.
-47.87
ZONE 1A 1A
DETAIL IDENTIFIER -63.24
TOTAL 246,600 S.F. 5,300 LF. ZONE 2A 2A
STANDARD LEGEND,
ZONE 3A 3A -83.00
SYMBOLS AND
GENERAL NOTES
TABLE LEGEND NOTE: QUANTITIES ARE PROVIDED TO ASSIST BIDDERS IN ESTABLISHING THE
SHEET WHERE DETAIL S SHOWN
SF = SQUARE FEET PROJECT SCOPE. FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ZONE 1B 1B -54.02 DRAWING NO.
SECTION INDICATOR LF = LINEAR FEET QUANTITIES PRIOR TO SUBMITTING A BID FOR THIS PROJECT. ZONE 2B 2B -71.37 G002
ZONE 3B 3B -93.67
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Architect
ALAN S. CRAIGO, P.E.
ASC/MST JWN
12/17/2025 678443
LOOHCS
HGIH
HCAEB
ANRYMS
WEN
NOITPIRCSED
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.ON
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
(C)2024
2A 3A 3A 2A 2B 3B 3B 2B
15' TYP. 15' TYP.
15' TYP. 15' TYP.
1A 2A 2A 1A 1B 2B 2B 1B
SHEET TITLE
BUILDING HEIGHT (DESIGN MEAN) 30 FT < 50 FT
2A 3A 3A 2A 2B 3B 3B 2B
WIND LOAD SCHEMATIC - BLDG HEIGHT < 30 FT WIND LOAD SCHEMATIC - BLDG HEIGHT 30 FT < 50 FT

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DESIGNED BY ASC/MST	DRAWN BY JWN
ISSUE DATE 12/17/2025	AE PROJECT NUMBER 678443
SHEET TITLE ROOF PLAN BLDGS 1 AND 2

4

		1
2

PLAN NORTH

EXISTING ALUMINUM WALKWAY
EXISTING ALUMINUM WALKWAY CANOPY TYP. (N.I.C.)
CANOPY TYP. (N.I.C.)
DS-6 DS-6
DS-1 DS-1
EXISTING ALUMINUM WALKWAY
CANOPY TYP. (N.I.C.) EXISTING METAL ROOFING
DS-4 DS-14
(N.I.C.)
EXISTING ALUMINUM WALKWAY
CANOPY TYP. (N.I.C.)
2-SD
2-SD
2-SD
2-SD
2-SD
2-SD
DS-3
3-SD 3-SD
DS-3 DS-3 DS-3 DS-3
DS-7 DS-7
DS-3 DS-3
DS-14 DS-14 DS-14 DS-14
5-SD
5-SD
DS-7 DS-7
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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.
ARCH/ENGR OF RECORD
DESIGNED BY DRAWN BY
ISSUE DATE AE PROJECT NUMBER
PLAN
ROOF PLAN
NORTH
ROOF PLAN BLDGS 1 AND 2 PLAN BLDGS 1 AND 2
NORTH
SCALE: 1/16" = 1'-0" DRAWING NO.
A101
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TNEMUCOD
STUOPSNWOD
DNA
SRETTUG
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5228462
.ON
tcejorP
SCV
TEERTS
HT01
5101
86123
LF
,HCAEB
ANRYMS
WEN
Architect
ALAN S. CRAIGO, P.E.
ASC/MST JWN
12/17/2025 678443
LOOHCS
HGIH
HCAEB
ANRYMS
WEN
NOITPIRCSED
ETAD
.ON
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
(C)2024
TYP. TYP.
132'-0"
TYP. TYP.
SIM.
SIM.
121'-0"
SIM.
BUILDING 3
SEE SHEET A102
BUILDING 9
SEE SHEET A107
TYP.
TYP. TYP.
5 6
7
4
SHEET TITLE
3 8
1
2 9

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																																										3-
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																																6
																																-S
																																D
																																6-
																																SD
																																J
																																E
																																												JE
																																6-
																																SD
																																6-S 3
																																6-S
																																D -SD
																																JE TYP.
																																6-SD
																																												JE
																																6-S
																																D
																																JE
																																6-
																																6-
																																SD
																																										5-S
																																6-										D		JE TYP.
																																SD
			8-
			SD
			3-S																								5-S																				TYP.
D																													5-S
																														5-S
																															5-S
																																5-S
																																		5-S
																																			5-S
																																					5-S
																																						5-S
																																							5-S
																																									5-S

ETAD

DESIGNED BY ASC/MST	DRAWN BY JWN
ISSUE DATE AE PROJECT NUMBER 12/17/2025 678443
SHEET TITLE ROOF PLAN BLDGS 3 AND 4

4
3

	1

PLAN NORTH

DS-7
EXISTING ALUMINUM WALKWAY
CANOPY TYP. (N.I.C.)
5-SD
5-SD
DS-7
DS-3 DS-4 DS-4 DS-4 DS-4
4-SD
4-SD
4-SD
4-SD
9-SD
9-SD
9-SD
9-SD
8-SD
3-SD
01-SD
6-SD
6-SD
JE
6-SD
6-SD
JE
6-SD
6-SD
JE
6-SD
6-SD
3-SD
3-SD
4-SD
4-SD
4-SD
EJ EJ
JE
JE
JE
JE
01-SD
JE
JE
JE
JE
JE
JE
ARCH/ENGR OF RECORD
DESIGNED BY DRAWN BY
ISSUE DATE AE PROJECT NUMBER
PLAN
ROOF PLAN
NORTH
ROOF PLAN BLDGS 3 AND 4 BLDGS 3 AND 4
SCALE: 1/16" = 1'-0" DRAWING NO.
A102
SNOISIVER
YROTSIH
TNEMUCOD
STUOPSNWOD
DNA
SRETTUG
ECALPER
5228462
.ON
tcejorP
SCV
TEERTS
HT01
5101
86123
LF
,HCAEB
ANRYMS
WEN
Architect
ALAN S. CRAIGO, P.E.
ASC/MST JWN
12/17/2025 678443
LOOHCS
HGIH
HCAEB
ANRYMS
WEN
NOITPIRCSED
ETAD
.ON
TYP.
TYP.
Gale Associates, Inc.
GUTTER REPLACEMENT NOTES Engineers Architects Planners
217 N. Westmonte Drive, Suite 3033
1. REMOVE AND REPLACE ALL GUTTERS AND DOWNSPOUTS AS INDICATED. INSTALL NEW PRE-FINISHED Altamonte Springs, FL 32714
P 407.599.7031 F 407.599.7077 www.gainc.com
ALUMINUM GUTTERS AND DOWNSPOUTS AS INDICATED. REFER TO REPRESENTATIVE TYPICAL
Gale Associates (South), Inc. FL CA Lic. No: 6114
DOWNSPOUT PROFILES REPRESENTED ON SHEET A504 AND A505 ( DS - #).
Boston Baltimore Orlando Hartford
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.
(C)2024
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).
TYP. TYP.
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.
TYP.
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
319'-0"
DRAIN PIPE. REFER TO REPRESENTATIVE DOWNSPOUT PROFILE DS-4 ON SHEET A504.
TYP.
EXISTING ALUMINUM WALKWAY
CANOPY TYP. (N.I.C.)
TYP.
TYP.
BUILDING 2
SEE SHEET A101
5 6
7
4
SHEET TITLE
3 8
PLAN 1
TYP. 2 9 NORTH
137'-0"