_Simpson_Park_Comm._Center_B&C.pdf
PDF 14 MB Posted
- Solicitation number
- 2026-RFP-083
- Issued by
- Polk County, Florida
About this file
Summary
This file is an architectural design document prepared by PBA Design Group, Inc. for the City of Lakeland, Florida, detailing weatherproofing, roof repairs, and coating work at Simpson Park Community Center located at 1725 Martin L. King Jr. Avenue, Lakeland, FL 33805. The project encompasses comprehensive restoration work on two roof types: approximately 28,610 square feet of combined high and low roof area, including approximately 12,810 square feet of metal roof and 15,800 square feet of modified asphalt roof, plus approximately 18,250 square feet of wall area. The scope of work includes cleaning and pressure washing of all roof and wall surfaces, removal and replacement of damaged sealants at doors, windows, masonry, and glass-block installations, repair of deteriorated mortar joints and stucco cracks, replacement of defective metal fascia and fasteners with stainless-steel components, installation of new roof coating systems on both metal and asphalt surfaces, liquid flashing application at all roof penetrations (including soil pipes, which must extend minimum 8 inches above finished roof), replacement of roof hatches and latches, reinstallation of downspouts and gutters with new splash pans and concrete splash blocks, and complete exterior painting of the building including all new sealants and metal components. The drawings document existing conditions through sixteen photographs showing paint peeling, damaged fasteners, corroded metal elements, deteriorated mortar joints, missing sealant, and rust conditions requiring remediation.
The design documents establish detailed specifications and technical requirements for materials, installation methods, and quality standards, including manufacturer-specific requirements for liquid-applied coating systems, sealant products (including Dow 795 and Dow 790), and fastening specifications utilizing stainless-steel components with metal-backed EPDM washers. The project requires a State of Florida Certified Licensed General Contractor (CGC) or Building Contractor (CBC) to execute all work in compliance with the architectural specifications. The documents include staging plans designating material storage areas inside the building, temporary stair tower and ladder locations with tie-off provisions, and security requirements for locking storage areas during non-working hours. Construction sequencing follows a weatherproofing preparation phase involving demolition and surface preparation, followed by new construction phases encompassing repairs, coatings, and painting. Mock-up approval requirements are specified for multiple work elements including sealant applications, mortar joints, soil pipe flashing, and splash blocks to ensure quality and color matching prior to full installation.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Weatherproofing,_Roof_and_Coating_Repairs_at_Simpson_Park_Community_Center.pdf | ||
| _Simspon_Prk_C.C._Specifications_-_Bid_and_Construction.pdf | ||
| Pricing_Sheet.pdf | ||
| Indemnification_2026_Consultant.doc | DOC document | |
| PSM_-_Contractor_Audit_Form.pdf | ||
| Indemnification_2026_Consultant_-_FDOT.docx | DOCX document | |
| Indemnification_2026_Vendor.doc | DOC document | |
| Human_Trafficking_Affidavit.docx | DOCX document | |
| Indemnification_2026_Contractor_-_FDOT.docx | DOCX document | |
| Indemnification_2026_Contractor.doc | DOC document |
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Text version
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
SHEET NO.
ISSUE RECORD:
MARCH 19, 2026
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A2.2 A2.3
PHOTOGRAPHS OF EXISTING CONDITIONS
SHEET INDEX
SHEET
NUMBER SHEET TITLE
PHOTOGRAPHS OF EXISTING CONDITIONS
SIMPSON PARK COMMUNITY CENTER:
WEATHERPROOFING, ROOF REPAIRS AND COATING
MARCH 19, 2026
AERIAL VIEW OF PROJECT
PROJECT LOCATION
DETAILS
BID AND CONSTRUCTION
WEATHERPROOFING PREPARATION ROOF PLAN
A2.4 PHOTOGRAPHS OF EXISTING CONDITIONS
A0.0 COVER SHEET
A2.1 AERIAL PHOTO OF SITE AND STAGING
A1.1 NOTES AND SPECIFICATIONS
NEW CONSTRUCTION ROOF PLAN
A4.1 A5.1
DETAILSA6.2
A6.1
1725 MARTIN L. KING JR. AVE.
LAKELAND, FL 33805
A0.0
COVER
SHEET
A2.5 PHOTOGRAPHS OF EXISTING CONDITIONS
A2.6 PHOTOGRAPHS OF EXISTING CONDITIONS
DETAILSA6.3
DETAILSA6.4
DETAILSA6.5
DETAILSA6.6
PHOTOGRAPHS OF PROJECT EXAMPLESA7.1
A2.7 PHOTOGRAPHS OF EXISTING CONDITIONS
BUILDING ELEVATIONSA8.1
WALL AREA TOTAL
ROOF AREA APPROXIMATELY 12,810 +/- sqft. AT METAL ROOF APPROXIMATELY 15,800 +/- sqft. AT LOW ROOF
TOTAL ROOF AREA APPROXIMATELY 28,610 +/- sqft. AT HIGH & LOW ROOF
APPROXIMATELY 18,250 +/- sqft.
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DESCRIPTION
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AutoCAD SHX Text
DATE
A1.1
NOTES
AND
SPECIFICATIONS
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
SHEET NO.
ISSUE RECORD:
MARCH 19, 2026
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STAGING AREA
STAGING AND MATERIALS NOTES:
1. GATES TO STORAGE AREAS AND STAIRWAYS
ARE TO REMAIN LOCKED DURING NON-WORKING
HOURS.
2. STAGE MATERIAL INSIDE OF BUILDING.
3. COORDINATE OTHER STAGING LOCATIONS WITH
THE OWNER AS NEEDED.
N.I.C.
LEGEND:
NOT INCLUDED.
SELECTED BUILDING TO BE
WEATHERPROOFED, ROOF REPAIRED
AND COATED.
STAGING AND MATERIALS AREA. SEE
NOTE #3 ABOVE.
TEMPORARY STAIR TOWER LOCATIONS.
SEE SHEET A6.6 FOR DIAGRAM.
TEMPORARY LADDER LOCATIONS.
PROVIDE TIE-OFF.
A2.1
AERIAL PHOTO
OF
SITE AND STAGING
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
SHEET NO.
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MARCH 19, 2026
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AERIAL PHOTO OF SITE AND STAGING PLAN
No Scale:
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DESCRIPTION
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VIEW OF BUILDING.
2 3 4
VIEW OF BUILDING. VIEW OF BUILDING. VIEW OF BUILDING.
VIEW OF BUILDING. VIEW OF BUILDING. VIEW OF BUILDING. VIEW OF BUILDING.
VIEW OF BUILDING. VIEW OF BUILDING. VIEW OF BUILDING. VIEW OF BUILDING.
VIEW OF BUILDING. VIEW OF BUILDING. VIEW OF BUILDING. VIEW OF BUILDING.
A2.2
PHOTOGRAPHS
OF
EXISTING
CONDITIONS
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
SHEET NO.
ISSUE RECORD:
MARCH 19, 2026
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DESCRIPTION
AutoCAD SHX Text No.
6 7 8
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2 3 4 VIEW OF BUILDING SHOWING CURTAIN WALL. VIEW OF BUILDING SHOWING CURTAIN WALL. VIEW OF BUILDING CURTAIN WALL WINDOW AND WINDOW FRAMES. VIEW OF WINDOW AND WINDOW FRAMES.
VIEW OF WINDOW AND WINDOW FRAMES. VIEW OF WINDOW AND WINDOW FRAMES. VIEW OF WINDOW AND WINDOW FRAME. VIEW OF PAINT PEELING, LOSS OF SEALANT AT C.M.U. JOINT AND PREVIOUS
REPAIR.
VIEW OF PAINT PEELING, AND PREVIOUS REPAIR. VIEW OF PAINT PEELING. VIEW OF PAINT PEELING, AND PREVIOUS REPAIR. VIEW OF PAINT PEELING, AND PREVIOUS REPAIR.
VIEW OF EXISTING DOWNSPOUT AND ABANDONED UNDERGROUND DRAIN
LINE.
VIEW OF EXISTING DOWNSPOUT AND ABANDONED UNDERGROUND DRAIN
LINE.
VIEW OF EXISTING DOWNSPOUT. VIEW OF EXISTING DOWNSPOUT AND GUTTER ABOVE.
A2.3
PHOTOGRAPHS
OF
EXISTING
CONDITIONS
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
SHEET NO.
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DESCRIPTION
AutoCAD SHX Text No.
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2 3 4 VIEW OF EXISTING LOUVERED DOOR, DOWNSPOUT AND WALL CONDITION. VIEW OF EXISTING DOWNSPOUT, COLLECTOR HEAD AND GUTTER. VIEW OF EXISTING DOWNSPOUT AT BOTTOM. VIEW OF WALL SHOWING CONDUIT LINES AND DEVICE BOX.
VIEW OF EXISTING DOWNSPOUT AND GUTTER. VIEW OF EXISTING GLASS-BLOCK AND WALL CONDITION. VIEW OF EXISTING GLASS-BLOCK SHOWING PEELED PAINT FROM METAL
FLASHING.
VIEW OF EXISTING GLASS-BLOCK SHOWING STEEL ANGLE SUPPORT OVER
OPENING.
VIEW OF EXISTING GLASS-BLOCK AND WALL CONDITION. VIEW OF EXISTING GLASS-BLOCK AND CONDITION SHOWING DETERIORATION
OF MORTAR JOINTS AND CRACKING.
VIEW OF EXISTING GLASS-BLOCK SHOWING MISSING MORTAR AT JOINTS. VIEW OF EXISTING GLASS-BLOCK SHOWING MISSING MORTAR AT BED AND
SEALANT DETACHING.
VIEW OF EXISTING GLASS-BLOCK AND CONDITION SHOWING DETERIORATION
OF MORTAR JOINTS, CRACKING AND MISSING MORTAR.
VIEW OF EXISTING LAP IN GUTTER. VIEW OF EXISTING GUTTER, COLLECTOR HEADS AND DOWNSPOUTS.
A2.4
PHOTOGRAPHS
OF
EXISTING
CONDITIONS
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
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USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
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DESCRIPTION
AutoCAD SHX Text No.
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2 3 4 VIEW OF ROOF CONDITION SHOWING PREVIOUS REPAIRS. VIEW OF ROOF CONDITION SHOWING GUTTER. VIEW OF ROOF CONDITION SHOWING SOIL PIPES. VIEW OF ROOF CONDITION SHOWING GUTTERS.
VIEW OF ROOF CONDITION SHOWING GUTTER AND METAL COPING. VIEW OF ROOF CONDITION SHOWING METAL COPING. VIEW OF ROOF CONDITION SHOWING METAL COPING AND EDGE METAL
FLASHING.
VIEW OF ROOF CONDITION SHOWING PREVIOUS REPAIRS AND SOIL PIPE.
VIEW OF ROOF CONDITION SHOWING PREVIOUS REPAIR. VIEW OF ROOF CONDITION SHOWING PREVIOUS REPAIR AND METAL
COUNTER-FLASHING.
VIEW OF ROOF CONDITION SHOWING PREVIOUS REPAIR AND METAL
COUNTER-FLASHING.
VIEW OF METAL COUNTER-FLASHING AND SEALANT.
VIEW OF EXISTING GUTTER.VIEW OF EXISTING GUTTER AND DOWNSPOUT.VIEW OF EXISTING ROOF CONDITION. VIEW OF EXISTING ROOF CONDITION, METAL COUNTER-FLASHING, EDGE
METAL FASCIA AND GUTTER.
A2.5
PHOTOGRAPHS
OF
EXISTING
CONDITIONS
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
SHEET NO.
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2 3 4
VIEW OF WALL SHOWING STEPPED CRACKING IN STUCCO. VIEW OF WALL SHOWING CRACKING IN STUCCO.
VIEW OF EXISTING WALL VENT. VIEW OF EXISTING METAL FLASHING CONDITION AT ELEVATION CHANGE.VIEW OF EXISTING SOIL PIPE.
VIEW OF EXISTING ROOF CONDITION SHOWING GUTTER AND DOWNSPOUT
LOCATIONS.
VIEW OF EXISTING ROOF CONDITION SHOWING GUTTER, DOWNSPOUT
LOCATIONS AND CONCRETE SPLASH BLOCKS.
VIEW OF EXISTING ROOF CONDITION SHOWING DOWNSPOUT, CONCRETE
SPLASH BLOCK AND METAL COUNTER-FLASHING.
VIEW OF EXISTING METAL COUNTER-FLASHING AND SEALANT.
VIEW OF EXISTING METAL COUNTER-FLASHING, SEALANT, EDGE METAL FASCIA
AND METAL COPING.
VIEW OF EXISTING METAL COUNTER-FLASHING, SEALANT AND METAL COPING.
A2.6
PHOTOGRAPHS
OF
EXISTING
CONDITIONS
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
SHEET NO.
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MARCH 19, 2026
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6 7 8
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2 3 4
VIEW OF EXISTING METAL ROOF SHOWING DAMAGED AND DETACHED
METAL FASCIA COVER AT EAVE.
VIEW OF EXISTING METAL ROOF SHOWING DETACHED METAL FASCIA COVER.
VIEW OF EXISTING METAL FASCIA COVER AT EAVE SHOWING DAMAGED AND
DETACHED.
VIEW OF EXISTING METAL FASCIA COVER AT EAVE SHOWING DAMAGED AND
DETACHED.
VIEW OF EXISTING METAL FASCIA COVER AT EAVE SHOWING DAMAGED AND
DETACHED.
VIEW OF EXISTING METAL FASCIA COVER AT EAVE SHOWING DAMAGED AND
DETACHED.
VIEW OF EXISTING METAL ROOF SHOWING RIDGE CAP CONDITION. VIEW OF EXISTING METAL ROOF SHOWING RIDGE CAP CONDITION SHOWING
SPOTTED RUST.
VIEW OF EXISTING METAL ROOF SHOWING RIDGE CAP CONDITION SHOWING
SPOTTED RUST AND FASTENERS NOT PROPERLY FASTENED.
VIEW OF EXISTING METAL FASCIA COVER SHOWING MISSING FASTENER AT
LAP.
VIEW OF EXISTING METAL ROOF SHOWING RIDGE CAP AND ZEE CLOSURE
BETWEEN RIBS.
VIEW OF EXISTING METAL ROOF AT EAVE SHOWING FASTENERS NOT PROPERLY
FASTENED.
VIEW OF EXISTING METAL ROOF SHOWING FASTENING PATTERN AT LAP. VIEW OF EXISTING METAL ROOF SHOWING FASTENING PATTERN AT LAP. VIEW OF EXISTING METAL ROOF HATCH CURB AND FASTENING PATTERN. VIEW OF EXISTING METAL ROOF HATCH CURB, FASTENING PATTERN AND
ROOF HATCH LATCH RUSTED.
A2.7
PHOTOGRAPHS
OF
EXISTING
CONDITIONS
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
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METAL ROOFMODIFIED
ASPHALT ROOF
MODIFIED
ASPHALT ROOF
MODIFIED
ASPHALT ROOF
MODIFIED
ASPHALT ROOF
'-1
0"
7'
-9
/1 6"
6' -7
/8
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88'-11" 104'-10"
42'-9 7/8"21'-0 3/4"25'-0 3/8"
'-1
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'-4
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25'-7 3/16"
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'-9
1/ 2"
60'-1 3/8"
107'-7 1/2"
'-8
'-4
27'-0 15/16"15'-11 7/8"
'-2
5/
22'-9 1/4" 19'-7 9/16"
'-1
1/
8"
MODIFIED
ASPHALT ROOF
2'
-1 0"
WEATHERPROOFING PREPARATION
SCOPE:
1. TYPICAL: PRIOR TO DEMOLITION WORK, SEE SHEET
A1.1 AND A1.2 FOR PROTECTION OF EXISTING SITE
EXTERIOR AND INTERIOR OF BUILDINGS.
2. TYPICAL: PROTECT METAL CANOPY. REMOVE AND
CLEAN ALL DEMOLITION ROOF DEBRIS FROM ROOF,
METAL ROOF CANOPIES AND GROUNDS.
3. TYPICAL: PROTECT ADJACENT ROOFS THAT ARE NOT
IN SCOPE OF DEMOLITION WORK.
4. TYPICAL: REMOVE ALL EXISTING SEALANTS AT DOORS,
WINDOWS, MASONRY, STUCCO TO METAL AND METAL
TO GLASS.
5. TYPICAL: REMOVE ALL EXISTING SEALANTS AT ALL
CONTROL JOINTS AND WALL PENETRATIONS.
6. TYPICAL: REMOVE ALL EXISTING SEALANTS AROUND
ELECTRICAL OUTLETS.
7. TYPICAL: REMOVE ALL EXISTING SEALANTS AROUND
ALL GLASS-BLOCK.
8. TYPICAL: REMOVE ALL EXISTING LOOSE MORTAR
BETWEEN GLASS-BLOCK JOINTS.
9. TYPICAL: REMOVE ALL HARDWARE ANCHORS FROM
ALL WALLS.
10.TYPICAL: PREP AND CLEAN ALL STEEL ANGLE
SUPPORTS OVER ALL WINDOWS.
11.TYPICAL: PREP AND CLEAN ALL DOORS AND DOOR
FRAMES.
12.TYPICAL: REMOVE ALL CONCRETE SPLASH BLOCKS
FROM ROOF AND RETAIN.
13.TYPICAL: REMOVE EXISTING SEALANT AT WEEP
HOLES.
GENERAL NOTES:
1. ALL PLANS ARE NOT TO SCALE UNLESS NOTED
OTHERWISE.
2. DIMENSIONS SHOWN ARE APPROXIMATE.
CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS
PRIOR TO BID.
3. ROOF PENETRATIONS, EQUIPMENT, QUANTITIES AND
LOCATIONS ARE APPROXIMATE, FIELD VERIFY PRIOR
TO BID.
4. DEMOLITION KEYNOTES ON ROOF PLANS REFER TO
LIMITED TYPICAL DETAILS AND ARE NOT INTENDED TO
ENUMERATE ALL DETAILS OF EACH TYPE.
5. DRAWINGS CANNOT BE USED WITHOUT
PBA DESIGN GROUP INVOLVEMENT.
DESIGNATED
ROOF ASSEMBLY
SLOPEX
SOIL PIPE
EXHAUST FAN
NOT INCLUDEDN.I.C.
CHANGE IN
ELEVATION
LEGEND:
DOWNPOUT
D.S.D.S.
COLLECTOR
HEAD
WEATHERPROOFING PREPARATION
PLAN KEY NOTES:
EXTENT OF DAMAGED METAL FASCIA.
REMOVE ALL EXISTING DOWNSPOUTS AS NEEDED
TO APPLY ROOF SEALANT AND WEATHER-
PROOFING, RETAIN DOWNSPOUTS FOR
REINSTALLATION.
REMOVE ALL EXISTING FASTENERS AT METAL ROOF
OVER GYM.
REMOVE EXISTING LIQUID FLASHING MATERIALS
FROM PENETRATIONS (STEEL, ALUMINUM,
GALVANIZED AND PVC PIPES) CLEAN AND PREPARE
SURFACES IN ACCORDANCE TO MANUFACTURER'S
INSTRUCTIONS.
REMOVE EXISTING LEAD AND EPDM BOOTS FROM
PENETRATIONS (STEEL, ALUMINUM, GALVANIZED
AND PVC PIPES) WHERE DAMAGED, CLEAN AND
PREPARE SURFACES IN ACCORDANCE TO
MANUFACTURER'S INSTRUCTIONS.
EXISTING ROOF SYSTEME1
EXISTING ROOF SYSTEM
DESCRIPTION KEY NOTES:
- EXISTING SUBSTRATE.
- EXISTING METAL ROOF SYSTEM.
A
B
B
A
EXISTING ROOF SYSTEME2
EXISTING ROOF SYSTEM
DESCRIPTION KEY NOTES:
- EXISTING SUBSTRATE.
- EXISTING MODIFIED ASPHALT ROOF
SYSTEM.
A
B
A
B
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
SHEET NO.
ISSUE RECORD:
MARCH 19, 2026
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A4.1
WEATHERPROOFING
PREPARATION
ROOF PLANWEATHERPROOFING PREPARATION ROOF PLAN
No Scale:
E1 E2
E2
E2
E2
E2
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text No.
H
METAL ROOFMODIFIED
ASPHALT ROOF
MODIFIED
ASPHALT ROOF
MODIFIED
ASPHALT ROOF
MODIFIED
ASPHALT ROOF
MODIFIED
ASPHALT ROOF
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
DESIGNATED
ROOF ASSEMBLY
SLOPEX
SOIL PIPE
EXHAUST FAN
NOT INCLUDEDN.I.C.
CHANGE IN
ELEVATION
LEGEND:
DOWNPOUT
D.S.D.S.
COLLECTOR
HEAD
NEW CONSTRUCTION PLAN KEY NOTES:
INSTALL NEW METAL FASCIA. PROFILE AND METAL TYPE
TO MATCH EXISTING.
CLEAN AND PAINT ROOF HATCH.
REPLACE ROOF HATCH LATCH WITH NEW STAINLESS-
STEEL LATCH AND LUBRICATE.
REFASTEN GUTTERS AT METAL ROOF EXTENSION
SUPPORTS.
REINSTALL ALL DOWNSPOUTS.
INSTALL NEW METAL SPLASH PANS AT BOTTOM OF ALL
DOWNSPOUTS AT ROOF.
CONCRETE SPLASH BLOCKS RETAINED FROM ROOF ARE
TO BE INSTALLED AT GROUNDS AT BOTTOM OF ALL
DOWNSPOUTS. ADD NEW CONCRETE SPLASH BLOCKS
WHERE NEEDED.
FASTEN METAL ROOF AT GYM WITH ALL NEW STAINLESS-
STEEL FASTENERS WITH METAL BACK EPDM CAPPED
WASHER AT SAME LOCATION WHERE EXISTING
FASTENERS ARE REMOVED. FASTENER SIZE IS TO BE
ONE SIZE LARGER.
RE-INSERT DOWNSPOUTS INTO EXISTING
UNDERGROUND DRAIN LINE. PAINT UNDERGROUND
DRAIN LINE EXTENSION WHERE EXPOSED.
RE-FASTEN AND RE-SEAL LAPS AT METAL FASCIA AS
NEEDED AT GYM.
GENERAL NOTES:
1. ALL PLANS ARE NOT TO SCALE UNLESS NOTED
OTHERWISE.
2. DIMENSIONS SHOWN ARE APPROXIMATE.
CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS
PRIOR TO BID.
3. ROOF PENETRATIONS, WALL MOUNTED ITEM,
EQUIPMENT, QUANTITIES AND LOCATIONS ARE
APPROXIMATE, FIELD VERIFY PRIOR TO BID.
3. PROTECT ALL EXTERIOR EQUIPMENT, DEVICES,
LIGHTS, CAMERAS, ELECTRICAL PANEL BOXES, SIGNS,
DECALS, PLAQUES, LETTERING, SOUND HORNS, FIRE
ALARMS, ETC. MOUNTED ON THE WALLS FROM
DAMAGE. IF ITEMS NEED TO BE REMOVED, RETAIN
AND REINSTALL WITH NEW STAINLESS-STEEL
FASTENERS. ALL ITEMS ABOVE MAY NOT ALL BE
SHOWN ON ELEVATIONS FOR CLARITY.
4. PRIOR REINSTALLATION OF ITEMS NOTED ABOVE IN
NOTE #3, CLEAN SIGNS, DECALS, LIGHTING, SOUND
HORNS, PLAQUES, ETC. AND REATTACH TO WALL WITH
NEW STAINLESS-STEEL FASTENERS.
5. DRAWINGS CANNOT BE USED WITHOUT PBA DESIGN
GROUP INVOLVEMENT.
NEW CONSTRUCTION SCOPE:
1. TYPICAL: CLEAN AND PRESSURE WASH ENTIRE ROOF
SURFACES INCLUDING INSIDE FACE OF ALL PARAPET
WALLS AND ALL PENETRATIONS AT LOW ROOFS.
2. TYPICAL: PATCH AND REPAIR ANY DAMAGED EXISTING
ROOF MEMBRANE SYSTEM AT LOW ROOFS.
3. TYPICAL: REPAIR ALL BLISTERING AND FISH MOUTHS.
4. TYPICAL: TOP OF ALL SOIL PIPES SHALL BE A MINIMUM
OF 8" ABOVE THE NEW FINISHED ROOF COATING
SYSTEM. EXTEND AS NEEDED.
5. TYPICAL: CLEAN AND PRESSURE WASH ENTIRE METAL
ROOF SURFACES AT GYM.
6. TYPICAL: CLEAN, TREAT AND PRIME ALL RUST SPOTS
AT METAL ROOF AT GYM.
7. TYPICAL: INSTALL ALL NEW OVERSIZE STAINLESS-
STEEL FASTENERS AT METAL ROOF AT GYM.
8. TYPICAL: APPLY NEW SEALANTS AT ALL METAL
JUNCTIONS AT METAL ROOF OF GYM.
9. TYPICAL: REPLACE EXISTING BELLOWS FLASHING AT
SOIL PIPES WITH NEW BELLOWS FLASHING. TOP OF
ALL SOIL PIPES TO BE A MINIMUM OF 8" ABOVE THE
METAL ROOF. EXTEND AS NEEDED.
10.TYPICAL: CLEAN AND PRESSURE WASH ENTIRE WALLS
OF BUILDING.
11.TYPICAL: PATCH ALL HOLES WHERE HARDWARE WALL
ANCHORS HAVE BEEN REMOVED. UNISTRUTS, EYE
BOLTS, CLAMPS, BRACKETS, UNUSED MISC. ANCHORS,
ETC.
12.TYPICAL: PATCH ALL HOLES AND REPAIR ALL CRACKS
IN WALLS AND SOFFITS.
13.TYPICAL: PATCH ALL HOLES WHERE DOWNSPOUT
BRACKETS HAVE BEEN REMOVED.
14.TYPICAL: REPAIR ALL MORTAR JOINTS WITH NEW
SEALANT AT ALL MASONRY AND ALL GLASS-BLOCK.
15.TYPICAL: REMOVE AND REPLACE ALL SEALANTS AT
LOUVERS.
16.TYPICAL: APPLY NEW SEALANT AT ALL WALL
PENETRATIONS AND CONTROL JOINTS.
17.TYPICAL: APPLY NEW SEALANT AT ALL HOLLOW DOOR
FRAMES, STOREFRONT FRAMES, MASONRY AND
STUCCO TO METAL. REMOVE EXISTING SEALANTS AND
CLEAN SURFACES PRIOR APPLYING NEW SEALANTS IN
ACCORDANCE TO THE MANUFACTURER
REQUIREMENTS.
18.TYPICAL: WET SEAL ALL STOREFRONT SYSTEMS
OUTSIDE FACE ONLY. INSTALL NEW MULLION CAP
JOINTS. CLEAN GLASS ON ALL STOREFRONT SYSTEMS
INSIDE AND OUT.
NEW CONSTRUCTION SCOPE NOTES
CONTINUE BELOW:
19. TYPICAL: PREP AND PRIME ENTIRE ROOF SURFACES
AND INSIDE FACE OF PARAPET WALLS AND ALL
PENETRATIONS AT MODIFIED ASPHALT ROOF SYSTEM
(LOW ROOF) AND COAT ENTIRE ROOF.
20.TYPICAL: PROTECT NEW ROOF COATING SYSTEM
FROM ALL WORKING EQUIPMENT. CONTRACTOR TO
NOTIFY WORKMEN TO AVOID TRAFFIC OVER NEW
APPLIED ROOF COATING SYSTEM. PROVIDE
TEMPORARY COVERING WHERE TRAFFIC IS ACTIVE.
CONTRACTOR TO NOTIFY OWNER, MANUFACTURER
AND PROJECT MANAGER OF ANY DEFECTS IN NEW
APPLIED ROOF COATING SYSTEM. SEE SHEET A1.1
FOR ADDITIONAL REQUIREMENTS.
21. TYPICAL: LIQUID FLASH ALL SOIL PIPES AND
PENETRATIONS (STEEL, ALUMINUM, CAST IRON,
GALVANIZED OR PVC PIPES) WITH MANUFACTURER'S
APPROVED LIQUID FLASHING SYSTEM AND FOLLOW
MANUFACTURER'S INSTRUCTIONS.
22. TYPICAL: COAT ENTIRE METAL ROOF AT GYM. PRIME
METAL ROOF PER COATING MANUFACTURER
REQUIREMENTS.
23. TYPICAL: PAINT ENTIRE BUILDING.
24. TYPICAL: PAINT ALL SOFFITS.
25. TYPICAL: PAINT ALL NEW SEALANTS.
26. TYPICAL: PRIME AND PAINT ALL STEEL ANGLE
SUPPORTS OVER ALL WINDOWS.
27. TYPICAL: CLEAN AND PAINT METAL TRIM AROUND ALL
GLASS-BLOCK.
28. TYPICAL: PAINT ALL HOLLOW METAL DOORS AND
DOOR FRAMES. REMOVE ALL HARDWARE, LUBRICATE
HARDWARE AND REINSTALL. NO PAINTING REQUIRED
AT GLASS DOORS.
29. TYPICAL: PAINT ALL DOWNSPOUTS PRIOR
INSTALLATION. TOUCH-UP ANY AREAS AS NEEDED.
30. TYPICAL: PAINT ALL STEEL COLUMNS.
31. TYPICAL: CLEAN AND PAINT ALL RAILINGS AND HAND
RAILS.
32. TYPICAL: CLEAN ALL EXISTING STAINLESS-STEEL
METAL FASCIA, METAL COPING FROM NEW COATING
DEBRIS, PREVIOUS STAINS AND SMUDGES.
33. TYPICAL: DO NOT PAINT STAINLESS-STEEL GUTTERS
OR STAINLESS-STEEL COLLECTOR HEADS. CLEAN
GUTTERS AND COLLECTOR HEADS FROM NEW
COATING, DEBRIS, PREVIOUS STAINS AND SMUDGES.
N2
NEW ROOF COATING SYSTEM
DESCRIPTION KEY NOTES:
- EXISTING SUBSTRATE.
- EXISTING MODIFIED ASPHALT ROOF
SYSTEM.
- NEW LIQUID APPLIED COATING
SYSTEM.
A
B
A
B C
C
NEW ROOF COATING SYSTEM
C
NEW ROOF COATING SYSTEMN1
NEW ROOF COATING SYSTEM
DESCRIPTION KEY NOTES:
- EXISTING SUBSTRATE.
- EXISTING METAL ROOF SYSTEM.
- NEW LIQUID APPLIED COATING
SYSTEM.
A
B
A
B
C
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
SHEET NO.
ISSUE RECORD:
MARCH 19, 2026
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A5.1
NEW
CONSTRUCTION
ROOF PLANNEW CONSTRUCTION ROOF PLAN
No Scale:
(TYP.)
(TYP.)
(TYP.)
A6.3
A6.3
A6.3
A6.3
A6.3
A6.3
A6.3
A6.3
A6.3
A6.3
A6.3
A6.3
A6.3
A6.3
A6.1
A6.1
A6.1
A6.1
A6.1
A6.1
A6.1
A6.3
B A6.6
(TYP.) AT
LOW ROOF.
A A6.6
(TYP.) AT
GROUNDS.
A6.4
A6.4
A6.4
A6.4
A6.4
A6.4
A6.4
E1
E2
E2
E2
E2
E2
A6.4
A6.4
A6.4
A6.4
A6.4
A6.5
A6.5
A6.5
A6.5
A6.5
A6.5
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text No.
SEALANT REPLACEMENT DETAIL AT ZEE CLOSURES3
A6.1 No Scale:
DESCRIPTION KEY NOTES:
- EXISTING ROOF FRAMING.
- EXISTING METAL ROOF.
- EXISTING METAL ZEE CLOSURES TO
REMAIN.
- EXISTING RIDGE METAL CLOSURE TO
REMAIN.
- REMOVE EXISTING SEALANT AROUND ZEE
CLOSURES. CLEAN SURFACES AND APPLY
NEW SEALANT.
- REPLACE ALL EXISTING FASTENERS WITH
NEW OVERSIZED CAP HEAD FASTENERS.
B
D
A
C
F
E
A
B
C
G
TYPICAL
SEAM REPAIR DETAIL AT CURB(S)1
A6.1 No Scale: TYPICAL
DESCRIPTION KEY NOTES:
- EXISTING METAL ROOF.
- EXISTING ROOF CURB.
- REMOVE EXISTING SEALANT AT ALL
SEAMS AND END OF METAL RIB
CLOSURES. CLEAN SURFACES AND APPLY
NEW SEALANT.
- INSTALL NEW METAL RIB COVER. CUT
FLANGE TO FIT AROUND METAL RIB
COVER AND APPLY NEW SEALANT AT
METAL RIB COVER.
B
D
A
C F
E - REPLACE ALL EXISTING FASTENERS WITH NEW
OVERSIZED CAP HEAD FASTENERS.
- CLEAN, PRIME AND COAT ENTIRE METAL ROOF,
NEW FASTEBERS AND ALL NEW METAL RIB
COVERS.
- CLEAN AND COAT ALL METAL CURB.
C
C
A
B
D
D
E
F
F
F
F
G
METAL FASCIA COVER AT RAKE FASTENING DETAIL2
A6.1 No Scale: TYPICAL
DESCRIPTION KEY NOTES:
- FACE OF EXISTING WALL.
- EXISTING METAL ROOF.
- EXISTING METAL FASCIA.
- REPLACE ALL EXISTING FASTENERS WITH
NEW OVERSIZED CAP HEAD FASTENERS.
- APPLY RIBBONS OF SEALANT AT LAP
UNDER METAL BETWEEN OR APPLY
SEALANT TAPE.
- FASTEN LAP AT MISSING FASTENER WITH
NEW STAINLESS-STEEL FASTENER WITH
METAL BACK CAPPED EPDM WASHER WITH
1" EMBEDMENT. USE OVERSIZE
FASTENERS.
B
A
C
D
E
F
A
B
C
D
D
E
F
C D
E
E
F
F
TYPICAL
NEW SEALANT AT CRACKED OR DETERIORATED
MORTAR JOINT(S) AT GLASS-BLOCK DETAILA
A6.1 No Scale:
DESCRIPTION KEY NOTES:
- EXISTING GLASS BLOCK.
- EXISTING MORTAR JOINTS.
- REMOVE ALL EXISTING LOOSE OR
CRACKED MORTAR AT ALL JOINTS. CLEAN
SURFACES AND APPLY NEW SEALANT AT
ALL MORTAR JOINTS. SEALANT TO MATCH
EXISTING COLOR.
- REMOVE EXISTING LOOSE MORTAR AT
JOINT APPROX. 3/4" IN DEPTH AT
EXTERIOR SIDE.
- EXISTING MORTAR TO REMAIN.
- APPLY NEW SEALANT AT
JOINT. NEW SEALANT
APPLICATION TO BE
SQUARE.
B
A
C
A B
A B
C
C
NOTES:
1. REMOVE EXISTING LOOSE MORTAR AT JOINTS AT EXTERIOR
SIDE OF GLASS-BLOCK TO SOUND EXISTING MORTAR AND NO
LESS THAN 3/4" IN DEPTH. TUCK-POINT MORTAR JOINTS ON
GLASS-BLOCK AS NEEDED.
2. PROVIDE A PREMIXED OR BLENDED MORTAR FOR THE
GLASS-BLOCK WITH A SEALER ON THE PERIMETER AT THE
METAL AND C.M.U. BLOCK.
3. CLEAN ALL GLASS-BLOCK AFTER SEALANT HAS BEEN SET.
4. COAT GLASS-BLOCK AND MORTAR JOINTS WITH SEALER.
5. PROVIDE MOCK-UP FOR APPROVAL.
TYPICAL
SOIL PIPE FLASHING DETAIL4
A6.1 No Scale:
DESCRIPTION KEY NOTES:
- EXISTING SOIL PIPE PENETRATION.
- REMOVE EXISTING BELLOWS
FLASHING AND INSTALL NEW BELLOWS
FLASHING.
- APPLY NEW SEALANT BELOW
BELLOWS FLASHING PRIOR
INSTALLING NEW BELLOWS FLASHING.
- ATTACH BASE OF BELLOWS FLASHING
TO METAL ROOF PANEL WITH 5/16" x 1"
LONG (MIN.) STAINLESS-STEEL
FASTENERS @ 3" O/C. MAX.
- INSTALL NEW STAINLESS-STEEL HOSE
CLAMP.
- APPLY NEW SEALANT BEAD AT TOP OF
BELLOWS AND PIPE.
- APPLY NEW LIQUID APPLIED FLASHING.
COLOR TO MATCH COLOR OF NEW
METAL ROOF COATING SYSTEM.
NOTE: NO REINFORCING MAT IS
REQUIRED FOR BELLOWS
FLASHING.
NOTES:
1. SEE DETAIL 1 & 2 /A6.3 FOR SOIL PIPE
EXTENSION WHERE SOIL PIPE IS LESS
THAN 8". SEE SHEET A6.3 FOR
ADDITIONAL REQUIREMENTS.
2. PROVIDE MOCK-UP FOR APPROVAL.
B
D
A
C
E
F
G
A
B
C D
E
F
G
TYPICAL
NEW SEALANT AT METAL FRAME TO GLASS-BLOCK DETAILB
A6.1 No Scale:
DESCRIPTION KEY NOTES:
- EXISTING MASONRY/CONCRETE WALL.
- EXISTING METAL FLASHING.
- EXISTING METAL FRAME.
- EXISTING GLASS BLOCK.
- EXISTING MORTAR JOINTS.
- REMOVE ALL EXISTING SEALANT AT
PERIMETER OF METAL FRAME AND
GLASS-BLOCK. CLEAN SURFACES AND
APPLY NEW SILICONE SEALANT AT
PERIMETER OF METAL FRAME AND
GLASS-BLOCK.
- PAINT NEW SEALANT, EXISTING METAL
FRAME AND METAL FLASHING.
B
A
C
A
D
F
E
A
B
C
C
G
D
E
F
F
F
G
G
G
NOTE:
1. PROVIDE MOCK-UP FOR APPROVAL.
NOTE:
1. PROVIDE MOCK-UP FOR APPROVAL.
NOTES:
1. CLEAN ALL GLASS-BLOCK AFTER SEALANT HAS BEEN
SET.
2. COAT GLASS-BLOCK AND MORTAR JOINTS WITH SEALER.
3. PROVIDE MOCK-UP FOR APPROVAL.
D
F
E
SECTION AT GLASS BLOCK
MORTAR JOINT DETAIL
FACE OF EXISTING
GLASS-BLOCK.
FACE OF
EXISTING
GLASS-
BLOCK.
F D
E E
G - CLEAN, PRIME AND COAT ENTIRE METAL ROOF
AND ALL NEW FASTENERS.
G
G - CLEAN, PRIME AND COAT ENTIRE METAL ROOF
AND ALL NEW FASTENERS.
G
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
SHEET NO.
ISSUE RECORD:
MARCH 19, 2026
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A6.1
DETAILS
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text No.
TYPICAL
NEW SEALANT AT CRACKED OR
DETERIORATED MORTAR JOINT(S) DETAILA
A6.2 No Scale:
DESCRIPTION KEY NOTES:
- EXISTING MASONRY/CONCRETE WALL.
- EXISTING BRICK VENEER STEEL SUPPORT
ANGLE.
- CLEAN AND PREP STEEL SUPPORT ANGLE
AT EXPOSED AREAS AND COAT WITH
CORROSIVE PROTECTION PAINT. PAINT
TO MATCH NEW OWNER SELECTED
COLOR.
MASONRY BLCOK SUPPORT DETAIL
OVER DOORS/WINDOWS & OPENINGSB
A6.2 No Scale: TYPICAL
B
A
C
NOTE:
1. PROVIDE MOCK-UP FOR APPROVAL.
2. EXISTING WEEP HOLES ARE TO REMAIN DO NOT SEAL.
A
B
C
DESCRIPTION KEY NOTES:
- EXISTING WINDOW GLAZE AND FRAME.
- EXISTING DOOR FRAME.
- EXISTING HOLLOW METAL DOOR.
- EXISTING MASONRY OR STUCCO FINISH.
- APPLY NEW SEALANT. COLOR TO GLASS
TO METAL SHALL BE BLACK.
- APPLY NEW SEALANT. (DOW 795 SEALANT).
- PAINT ALL METAL WINDOW AND DOOR
FRAMES AND HOLLOW METAL DOORS.
NOTES:
1. CLEAN SURFACES TO RECEIVE NEW
SEALANT WITH MEK.
2. PROVIDE MOCK-UP FOR APPROVAL.
TYPICAL
SEALANT AT WINDOW/GLAZING AND DOOR FRAMESC
A6.2 No Scale:
B
D
A
C
E
DOOR FRAME
WINDOW FRAME
B
STUCCO CRACK REPAIR DETAILF
A6.2 Scale: N.T.S.
DESCRIPTION KEY NOTES:
- EXISTING STUCCO.
- EXISTING STUCCO THICKNESS.
- EXISTING CRACK.
- CLEAN AND PRESSURE WASH SURFACES.
- APPLY NEW SEALANT DOW 790. TEXTURE
TO MATCH WALL FINISH.
- PAINT WALL. COLOR SELECTION BY
OWNER.
B
A
C
D
A
B
C
D
E
F
F
E
TYPICAL
DESCRIPTION KEY NOTES:
- EXISTING MASONRY/CONCRETE BLOCK.
- EXISTING MORTAR JOINTS.
- REMOVE ALL EXISTING LOOSE OR
CRACKED MORTAR AT ALL JOINTS. CLEAN
SURFACES AND APPLY NEW SEALANT AT
ALL MORTAR JOINTS.
B
A
C
A
B
C
NOTES:
1. PAINT ENTIRE MASONRY/CONCRETE WALL. COLOR TO
BE SELECTED BY OWNER.
2. SEE SPECIFICATION MANUAL FOR SPECIFIED SEALANT
AND REFER TO MANUFACTURER FOR SEALANT
INSTALLATION REQUIREMENTS.
3. REMOVE EXISTING SEALANT AT WEEP HOLES. WEEP
HOLES ARE TO REMAIN OPEN.
4. PROVIDE MOCK-UP FOR APPROVAL.
DESCRIPTION KEY NOTES:
- EXISTING MASONRY/CONCRETE BLOCK.
- EXISTING LOUVER AND FRAME.
- REMOVE ALL EXISTING SEALANTS
AROUND LOUVER FRAME. CLEAN
SURFACES AND APPLY NEW SEALANT AT
METAL TO MASONRY.
- APPLY NEW SEALANT THREE SIDES OF
LOUVER. DO NOT APPLY SEALANT AT
BOTTOM.
- PAINT LOUVER AND LOUVER FRAME.
B
A
C
TYPICAL
SEALANT AT LOUVER FRAMEE
A6.2 No Scale:
A
NOTE:
1. PROVIDE MOCK-UP FOR APPROVAL.
D
B
E
C
C
D
D
E
E
DOOR FRAME AT OVERHEAD
A
B
B
F
C
F
D
D D
E
F
F
F
G
G
G
G
G
DESCRIPTION KEY NOTES:
- EXISTING MULLION METAL FRAMES.
- EXISTING WINDOW/GLAZING.
- APPLY NEW SEALANT. COLOR TO GLASS
TO METAL TO BE BLACK.
- PAINT ALL MULLION METAL FRAMES.
- PAINT STEEL COLUMNS.
NOTES:
1. CLEAN SURFACES TO RECEIVE NEW
SEALANT WITH MEK.
2. PROVIDE MOCK-UP FOR APPROVAL.
B
A
C
TYPICAL
SEALANT AT WINDOW/GLAZING AND MULLON FRAMESD
A6.2 No Scale:
D
ELEVATION - WINDOW FRAME
A
A
B
C
D
D
B
C
C
B
B
E
B
C
C
A D
E
C
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
SHEET NO.
ISSUE RECORD:
MARCH 19, 2026
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DETAILS
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text No.
A A
WALL MOUNTED
A/C EQUIPMENT
A
WALL MOUNTED
LIGHT FIXTURE,
VENT, LOUVER,
DEVICE, ELCTRICAL
OUTLET ETC.
AA
A
WALL MOUNTED
CONDUIT &
ELECTRICAL BOXES
A
A A
CONDUIT
PENETRATION AT
WALL
B
FACE OF
WALL.
DESCRIPTION KEY NOTES:
- APPLY SEALANT AS INDICATED. DO NOT SEAL BOTTOM OF
EQUIPMENT/DEVICES.
- APPLY SEALANT AROUND PENETRATION.
- APPLY SEALANT ALL AROUND.
- PAINT EXISTING CONDUIT LINES MOUNTED TO WALL.
- PAINT RAILINGS.
NOTE:
PAINT ALL NEW SEALANTS, BRACKETS, CONDUITS, WIRING,
ELECTRICAL OUTLETS, ETC.
END OF RAILING
C
APPLIED SEALANT DETAIL AT MISCELLANEOUS
MOUNTED DEVICES AND PENETRATIONSA
A6.3 No Scale: TYPICAL
DESCRIPTION KEY NOTES:
- EXISTING MODIFIED ASPHALT ROOF
SYSTEM.
- EXISTING PVC OR CAST IRON SOIL PIPE.
CLEAN INNER SURFACES PRIOR TO
APPLYING NEW SEALANT.
- PROVIDE MANUFACTURER'S LIQUID
FLASHING SEALANT.
- APPLY NEW SEALANT AT INNER
SURFACES.
- INSERT A NEW PIECE OF STAINLESS-
STEEL SHEET METAL ROLLED TO FIT
INSIDE CAST IRON OR PVC SOIL PIPE.
EXTEND ROLLED SHEET METAL AS
NEEDED BEYOND TOP OF NEW PVC PIPE
EXTENSION.
- INSERT A NEW SECTION OF PVC PIPE
OVER ROLLED STAINLESS-STEEL SHEET
METAL AND CAST IRON OR PVC SOIL PIPE
AND APPLY SEALANT AT INNER
SURFACES.
- ROLL OVER STAINLESS-STEEL SHEET
METAL OVER PVC PIPE AS SHOWN.
NOTES:
1. SOIL PIPES SHALL BE A MINIMUM OF 8" ABOVE THE
SURFACE OF THE FINISHED ROOF.
2. FOR OTHER PENETRATIONS EQUIPMENT SUPPORTS
ROUND OR SQUARE, POSTS FOR RAILINGS, CONDUITS,
L.P.S. RODS, ETC. UNLESS NOTED OTHERWISE USE
SAME LIQUID FLASHING REQUIREMENTS AS SHOWN ON
THIS DETAIL.
3. PROVIDE MOCK-UP FOR APPROVAL.
DESCRIPTION KEY NOTES:
- EXISTING MODIFIED ASPHALT ROOF
SYSTEM.
- EXISTING PVC OR CAST IRON SOIL PIPE.
CLEAN INNER SURFACES PRIOR TO
APPLYING NEW SEALANT.
- PROVIDE MANUFACTURER'S LIQUID
FLASHING SEALANT.
- APPLY NEW SEALANT AT INNER
SURFACES.
- NEW TUBO EXTENSION. CUT TUBO TO
COMPLY WITH MINIMUM HEIGHT
REQUIREMENT.
DESCRIPTION KEY NOTES:
- EXISTING MODIFIED ASPHALT ROOF
SYSTEM.
- EXISTING OR NEW SOIL PIPE EXTENSION.
- APPLY NEW LIQUID APPLIED FLASHING
SYSTEM WITH GRANULES.
- CLEAN AND PAINT REMAINING EXTENSION.
- COAT EXISTING MODIFIED ASPHALT ROOF
SYSTEM.
8" MINIMUM LIQUID
FLASHING HEIGHT.
B
D
A
C
E
8" MIN. 8" MIN.
PLAN VIEW
ROLLED TO FIT
STAINLESS-STEEL
METAL.
B
D
A
C
E
NOTES:
1. REFER TO STANDARD SOIL PIPE FLASHING DETAIL
3/A6.3 FOR LIQUID APPLIED FLASHING APPLICATION.
2. SOIL PIPES SHALL BE A MINIMUM OF 8" ABOVE THE
SURFACE OF THE FINISHED ROOF.
3. FOR OTHER PENETRATIONS EQUIPMENT SUPPORTS
ROUND OR SQUARE, CONDUITS, L.P.S. RODS, ETC.
UNLESS NOTED OTHERWISE USE SAME LIQUID
FLASHING REQUIREMENTS AS SHOWN ON THIS DETAIL.
4. PROVIDE MOCK-UP FOR APPROVAL.
B
D
A
C
F
E
NOTES:
1. REFER TO STANDARD SOIL PIPE FLASHING DETAIL
3/A6.3 FOR LIQUID APPLIED FLASHING APPLICATION.
2. SOIL PIPES SHALL BE A MINIMUM OF 8" ABOVE THE
SURFACE OF THE FINISHED ROOF.
3. FOR OTHER PENETRATIONS EQUIPMENT SUPPORTS
ROUND OR SQUARE, CONDUITS, L.P.S. RODS, ETC.
UNLESS NOTED OTHERWISE USE SAME LIQUID
FLASHING REQUIREMENTS AS SHOWN ON THIS DETAIL.
4. PROVIDE MOCK-UP FOR APPROVAL.
SOIL PIPE EXTENSION DETAIL1
A6.3 Scale: N.T.S. TYPICAL
SOIL PIPE EXTENSION DETAIL II2
A6.3 Scale: N.T.S. TYPICAL
STANDARD SOIL PIPE OR PENETRATION LIQUID FLASHING DETAIL3
A6.3 Scale: N.T.S. TYPICAL
B
A
C
A
B
C
D
E
A
B
C
D
E
G
A
B
C
D
E
EXISTING C.M.U./
CONCRETE WALL OR
STUCCO FINISH.
NEW SEALANT AT EXISTING SURFACE
MOUNTED COUNTER-FLASHING DETAIL4
A6.3 Scale: N.T.S. TYPICAL
NOTES:
1. CLEAN WALL AND TOP OF COUNTER-FLASHING PRIOR
APPLYING NEW CONTINUOUS SEALANT.
2. PROVIDE MOCK-UP FOR APPROVAL.
DESCRIPTION KEY NOTES:
- EXISTING MODIFIED ASPHALT ROOF
SYSTEM.
- EXISTING METAL COUNTER-FLASHING.
- REMOVE EXISTING SEALANT.
- APPLY NEW SEALANT AND PAINT.
- PAINT WALL ABOVE AND NEW SEALANT.
- COAT EXISTING MODIFIED ASPHALT ROOF
SYSTEM. NEW ROOF COATING TO EXTEND
ABOVE BOTTOM LEG OF
COUNTER-FLASHING.
B
D
A
C
E
F
A
B
C
D
E
F
ROOF COATING DETAIL AT PARAPET WALL AND PAINTING OF WALL5
A6.3 Scale: N.T.S. TYPICAL
DESCRIPTION KEY NOTES:
- EXISTING PARAPET WALL.
- EXISTING MODIFIED ASPHALT ROOF
SYSTEM.
- EXISTING METAL COPING.
- COAT EXISTING MODIFIED ASPHALT ROOF
SYSTEM. NEW ROOF COATING TO
EXTEND ABOVE BOTTOM LEG OF
COUNTER-FLASHING.
- PAINT WALL. TUCK NEW PAINT BEHIND
EXISTING METAL COPING AS BEST AS
POSSIBLE.
NOTE:
PROVIDE MOCK-UP FOR APPROVAL.
B
D
A
C
E
ROOF SIDE
EXTERIOR SIDE
D
D
E
B
A
C
A C
D
D
D
E
E
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
SHEET NO.
ISSUE RECORD:
MARCH 19, 2026
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A6.3
DETAILS
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text No.
F
G
H
B
D
A
C
E
I
DESCRIPTION KEY NOTES:
- BUILDING SUBSTRATE.
- TOP OF ROOF.
- EXISTING METAL FASCIA.
- EXISTING GUTTER.
- RE-FASTEN GUTTER TO SUPPORT BRACKETS
AT GYM.
USE NEW OVERSIZED STAINLESS-STEEL,
SELF- DRILLING, SELF-TAPPING SCREWS
WITH 1/2" EMBEDMENT BEYOND SUBSTRATE
THICKNESS FOR WOOD OR METAL
SUBSTRATES.
- RE-ATTACH EXISTING DOWNSPOUT TO
GUTTER OUTLET WITH NEW OVERSIZED
STAINLESS-STEEL SELF-DRILLING, SELF-
TAPPING SCREWS.
- TREAT, PRIME AND COAT METAL ROOF
EXTENSION GUTTER SUPPORT.
- REPLACE EXISTING FASTENERS AT METAL
FASCIA AT GYMNASIUM WITH NEW
STAINLESS-STEEL FASTENERS. APPLY NEW
SEALANT AT LAPS AS NEEDED.
- CLEAN ALL EXISTING STAINLESS-STEEL
METAL FASCIA FROM NEW COATING, DEBRIS,
PREVIOUS STAINS AND SMUDGES.
GUTTER NOTES:
1. REMOVE ALL DEBRIS IN GUTTER SUCH AS
TREE DEBRIS, LOOSE MEMBRANE STRIPS,
FASTENERS, DRINK BOTTLES, GRANULES, ETC.
GUTTER SHALL BE FULLY CLEAN OF DEBRIS
PRIOR TO RE-INSTALLATION.
TYPICAL RE-ATTACHMENT
DOWNSPOUT DETAIL AT
GUTTER OUTLET
DESCRIPTION KEY NOTES:
- EXISTING EDGE METAL FLASHING.
- EXISTING GUTTER, BRACKETS, SPACER
AND DOWNSPOUT.
- EXISTING LAP IN GUTTER.
- REFASTEN EXISTING GUTTER LAPS
WITH 3/16" STAINLESS STEEL RIVETS @ 2"
O/C. MAX. OUTSIDE FACE, BOTTOM & BACK
SIDE WHERE POSSIBLE.
- CLEAN INSIDE OF GUTTER AND APPLY
PMMA LIQUID FLASHING INSIDE GUTTER
WITH REINFORCING MAT. EXTEND
REINFORCING MAT AND PMMA 4" EACH
SIDE BEYOND LAP JOINT.
EXISTING GUTTER LAP REPAIR DETAIL2
A6.4 No Scale:
B
A
C
D
E
A
B
B
C
C
D
D
D
E
E D
D
D
B
B
B A
GUTTER PROFILE
C
C
E
GUTTER REFASTENING AND DOWNSPOUT REATTACHMENT AT GUTTER DETAILS1
A6.4 No Scale: TYPICAL
TYPICAL RE-ATTACHMENT
DOWNSPOUT DETAIL AT
GUTTER OUTLET AT GYM
METAL ROOF.
F
F
A
B
C
D
D
F
F
E
G
NOTE:
1. REPAIR LAPS AS NEEDED.
HI
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
SHEET NO.
ISSUE RECORD:
MARCH 19, 2026
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A6.4
DETAILS
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text No.
F
G
H
B
D
A
C
E
I
J
K
L
DESCRIPTION KEY NOTES:
- EXISTING FACE OF WALL.
- BUILDING FASCIA.
- TOP OF ROOF.
- GUTTER SUPPORT BRACKETS.
- EXISTING GUTTER.
- INSTALL NEW 1/4" THICK 1 1/4" WIDE
ALUMINUM MIL-FINISH DOWNSPOUT
SUPPORT BAR BRACKETS @ 60" O/C. (MAX.).
FILE SHARP EDGES TYPICAL. OPTIONS:
REUSE EXISTING BRACKETS IF BRACKETS
ARE IN GOOD CONDITION, REPLACE AS
NEEDED IF DAMAGED WITH LIKE KIND.
- ANCHOR DOWNSPOUT SUPPORT BRACKETS
TO WALL.
USE 1/4" DIA. STAINLESS-STEEL
MASONRY/CONCRETE SCREWS FOR
MASONRY FOR CONCRETE SUBSTRATES
WITH 1 1/2" EMBEDMENT.
PRE-DRILL HOLES IN DOWNSPOUT SUPPORT
BRACKETS TYPICAL. FILE ANY SHARP EDGES.
USE SAME BRACKET AT ROUND CONCRETE
COLUMNS.
- PRIOR INSTALLING NEW DOWNSPOUT, PATCH
HOLES AT PREVIOUS FASTENER LOCATIONS.
PAINT PATCH REPAIRS. COLOR TO MATCH
ADJACENT FINISH.
- PAINT AND RE-INSTALL EXISTING
DOWNSPOUTS. RE-INSTALL DOWNSPOUTS
AT UNDERGROUND DRAIN LINES WHERE
SHOWN ON PLAN.
- RE-ATTACH EXISTING DOWNSPOUT TO
GUTTER OUTLET WITH 5/16" STAINLESS-
STEEL SELF-DRILLING, SELF-TAPPING
SCREWS.
- ATTACH EXISTING DOWNSPOUT TO
DOWNSPOUT SUPPORT BAR BRACKETS WITH
#12 x 2" LONG STAINLESS-STEEL HEX HEAD
DRIVE SCREWS WITH STAINLESS-STEEL
CAPPED EPDM WASHER.
- INSTALL NEW CONCRETE SPLASH BLOCKS
WHERE DOWNSPOUTS DO NOT HAVE
UNDERGROUND DRAIN LINES. SEE DETAIL ON
SHEET A6.6.
- INSTALL NEW METAL SPLASH PANS AT ROOF.
SEE DETAIL ON SHEET A6.6.
- PAINT UNDERGROUND DRAIN LINE ABOVE
CONCRETE SLAB.
- PAINT DOWNSPOUT TO EXTENT AS SHOWN.
- DO NOT PAINT DOWNSPOUT AS SHOWN.
- CLEAN ALL EXISTING STAINLESS-STEEL
METAL FASCIA FROM NEW COATING, DEBRIS,
PREVIOUS STAINS AND SMUDGES.
M
N
O
P
Q
DOWNSPOUT AND GUTTER NOTES:
1. CONTRACTOR SHALL FIELD VERIFY EXISTING
CONDITIONS.
2. DOWNSPOUT PROFILE AND CONFIGURATION
MAY VARY FROM BUILDING TO BUILDING.
FABRICATOR SHALL FIELD VERIFY
CONDITIONS.
3. INSTALL CONCRETE SPLASH BLOCKS AT ALL
DOWNSPOUT LOCATIONS AT GROUND
TYPICAL UNLESS NOTED OTHERWISE.
4. WHERE DOWNSPOUTS ARE REMOVED, PATCH
HOLES AND PAINT WALL. COLOR TO MATCH
ADJACENT FINISHES PRIOR INSTALLING
EXISTING DOWNSPOUTS.
5. REPLACE DAMAGED DOWNSPOUTS WHERE
FOUND. METAL TYPE AND GAUGE (THICKNESS)
AND FORM CONFIGURATION TO MATCH
EXISTING.
DOWNSPOUT PAINTING AND REINSTALLATION DETAILS1
A6.5 No Scale: TYPICAL
TYPICAL DOWNSPOUT
BRACKET
DOWNSPOUT PROFILE CONDITIONS
A
B
D
E
F G
I
J
K
DOWNSPOUT HOLE REPAIR AND
PAINTING DETAIL
INDICATES HOLES EACH
SIDE OF DOWNSPOUT TO
BE REPAIRED AND PAINTED.
FIELD CONDITIONS VARY.
INDICATES
DOWNSPOUT.
G
DOWNSPOUT
PARTIALLY SHOWN.
FACE OF C.M.U./MASONRY
WALL OR STUCCO FINISH.
SHADING INDICATES
PAINTED WALL.
FACE OF WALL.
C
H
L
H
F
K
TYPICAL DOWNSPOUT
BRACKET AT ROUND
DOWNSPOUT
G
DOWNSPOUT
PARTIALLY SHOWN.
FACE OF WALL.
F
K
M
A6.4
TOP OF CONCRETE
SLAB.
I
N
RE-INSTALLATION OF DOWNSPOUT
AT UNDERGROUND DRAIN LINE
AND PAINTING DETAIL
O
P
DOWNSPOUT PAINTING DETAIL AT
GYMNASIUM
Q
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
SHEET NO.
ISSUE RECORD:
MARCH 19, 2026
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A6.5
DETAILS
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text No.
DESCRIPTION KEY NOTES:
- NEW .040" ALUMINUM METAL SPLASH PAN.
- ADHERE ADDITIONAL 24"x24" PIECE OF
CAP SHEET OR TRAFFIC PAD OVER
EXISTING MODIFIED ASPHALT ROOF AT ALL
SPLASH PAN LOCATIONS.
NOTES:
1. SECURE SPLASH PAN AT BOTTOM OF
DOWNSPOUT WITH 1/4" x 1 1/2"
STAINLESS-STEEL SCREWS OR ADHERE
SPLASH PAN TO PAD.
2. PAINT METAL - COLOR TO MATCH ADJACENT
FINISHES.
3. PROVIDE MOCK-UP FOR APPROVAL.
A1'-0"
1'-4"
1"
1'-4"
4"
PLAN VIEW
SIDE VIEW
ISOMETRIC VIEW
A
SPLASH PAN DETAILB
A6.6 Scale: N.T.S. TYPICAL
1' -4
EXISTING DOWNSPOUT
TO REMAIN.
NEW SPLASH PAN.
B
B
MODIFIED
ASPHALT ROOF
SYSTEM.
MID-LANDING
TOP OF
MID-LANDING
LANDING
GATE ACCESS.
BUILDING
ROOF LEVEL
PROVIDE VERTICAL 2x4 TIED
TO METAL SCAFFOLDING POST
AND ATTACH PLYWOOD
SHEATHING. DO NOT USE WIRE
MESH CAGE PANELS.
SHADING INDICATES
PLYWOOD SHEATHING.
PROVIDE LOCK AT GATE AND
PROVIDE KEYS TO PROJECT
TEAM.
NOTE:
GROUND LEVEL.
1 STORY 6'-0" x 6'-0" (MIN.)
2 STORY AND ABOVE
6'-0" x 12'-0" (MIN.)
STAIR PLAN
TEMPORARY STAIRS DIAGRAMD
A6.6 Scale: N.T.S. TYPICAL
8' -0
TYPICAL
MASONRY/CONCRETE WALL PAINTING DETAILC
A6.6 No Scale:
MASONRY WALL AT GRADE LEVEL
DIG OUT 4" TO 6" MAX. OF GRADE
BACK AWAY FROM MASONRY
WALL. CLEAN, PRESSURE WASH
AND PAINT. ONCE PAINTED, REFILL
REUSING SAME GRADE BACK TO
FILL TRENCH.
4" T
O
PAINT.
DO NOT PAINT
INTERIOR SIDE.
PAINT.
DO NOT PAINT
INTERIOR SIDE.
EXTERIOR SIDE
INTERIOR SIDE
EXTERIOR SIDE
INTERIOR SIDE
NEW SEALANT BETWEEN
WALKWAY AND MASONRY/
STUCCO WALL.
MASONRY WALL AT CORNERS
AND RETURNS
PAINT.
PAINT.
MASONRY WALL AT FIRST LEVEL AT
WALKWAY, PATIO & BALCONY LOCATIONS
NOTE:
ALL EXTERIOR SURFACES
SHALL BE PAINTED. NO
INTERIOR PAINTING IS
REQUIRED.
SECTION "A" - "A"
DESCRIPTION KEY NOTES:
- EXISTING FACE OF WALL.
- DOWNSPOUT.
- EXISTING SOIL.
- PROVIDE PRE-FORMED CONCRETE
SPLASH BLOCK, 3000 PSI WITH 4x4
WELDED WIRE MESH, CUSTOM
FABRICATED.
- WELDED WIRE MESH TO BE 1" CHAIRED
FROM BOTTOM OF FORM.
- PROVIDE 1/2" WIDE GAP CUT AT CENTER
OF SPLASH BLOCK FOR DRAINAGE.
- PROVIDE 1/2" CHAMFER.
B
D
A
F
G
C
E
A
B
C
D E
NOTE:
1. PROVIDE MOCK-UP FOR APPROVAL.
24"
36"
3"
4"
3"
SLOPE
F
1/2" GAP.
G G
2"
1/
2"
G
CONCRETE SPLASH BLOCK DETAILA
A6.6 Scale: N.T.S. TYPICAL
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
SHEET NO.
ISSUE RECORD:
MARCH 19, 2026
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A6.6
DETAILS
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text No.
6 7 8
10 11 12
161514
2 3 4
EXAMPLE OF SOIL PIPE EXTENSION USING ROLLED SHEET METAL TO CONNECT
NEW PIPE EXTENSION.
NOTE: CAP SHEET NOT SHOWN.
EXAMPLE OF SOIL PIPE EXTENSION USING TUBOS.
NOTE: CAP SHEET SHEET NOT SHOWN.
EXAMPLE OF SOIL LIQUID FLASHED WITH APPLIED FINISHED GRANULES.
NOTE: ROOF COATING IS NOT SHOWN.
EXAMPLE OF SOIL PIPE EXTENSION USING ROLLED SHEET METAL TO CONNECT
NEW PVC PIPE EXTENSION. NEW SHEET METAL ROLLS OVER LIP OF PVC PIPE AS
SHOWN.
NOTE: CAP SHEET NOT SHOWN.
EXAMPLE OF SOIL PIPES LIQUID FLASHED 8" MINIMUM AND PAINTED OF
REMAINING PIPE.
NOTE: ROOF COATING IS NOT SHOWN.
EXAMPLE OF SOIL LIQUID FLASHED WITH APPLIED FINISHED GRANULES.
NOTE: ROOF COATING IS NOT SHOWN.
EXAMPLE OF SOIL PIPE COATED ALONG WITH NEW ROOF COATING. EXAMPLE OF NEW ROOF COATING AT PARAPET.
EXAMPLE OF NEW ROOF COATING APPLIED BELOW METAL COPING AND
METAL COUNTER-FLASHING.
EXAMPLE OF NEW ROOF COATING APPLIED BELOW METAL
COUNTER-FLASHING.
EXAMPLE OF NEW ROOF COATING AT EDGE OF ROOF. EXAMPLE OF NEW ROOF COATING AT ROOF CURB.
NOTE: EXAMPLE ABOVE APPLIES TO ALL CURBS SUCH AS ROOF HATCHES,
EXHAUST FANS, SKYLIGHTS, ETC.
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
SHEET NO.
ISSUE RECORD:
MARCH 19, 2026
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A7.1
PHOTOGRAPHS
OF
PROJECT EXAMPLES
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text No.
SIMPSON PARK COMMUNITY CENTER
EF
SIMPSON PARK COMMUNITY CENTER
D.S.
D.S.D.S.
D.S. D.S. D.S. D.S. D.S.
D.S.
D.S.D.S.D.S.D.S.D.S. D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
D.S. D.S. D.S.
D.S. D.S.
D.S.
D.S.
GUTTER.
GUTTER.
GUTTER.
COLLECTOR HEAD.
COLLECTOR HEAD.
UNDERGROUND
DRAIN LINE.
GUTTER.
GUTTER.
GUTTER.
GUTTER.
GUTTER.
COLLECTOR
HEAD.
COLLECTOR
HEAD.
GUTTER.GUTTER.
GUTTER.
FENCE
OUTLINE.
FENCE
OUTLINE.
GUTTER.GUTTER.
GUTTER.
UNDERGROUND
DRAIN LINE.
'-4
'-8
'-8
9' -5
'-4
CAM
CAM
CAM
GENERAL NOTES:
1. ALL PLANS ARE NOT TO SCALE UNLESS NOTED
OTHERWISE.
2. DIMENSIONS SHOWN ARE APPROXIMATE.
CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS
PRIOR TO BID.
3. PENETRATIONS, WALL MOUNTED ITEM, EQUIPMENT,
QUANTITIES AND LOCATIONS ARE APPROXIMATE,
FIELD VERIFY PRIOR TO BID.
3. PROTECT ALL EXTERIOR EQUIPMENT, DEVICES,
LIGHTS, CAMERAS, ELECTRICAL PANEL BOXES, SIGNS,
DECALS, PLAQUES, LETTERING, SOUND HORNS, FIRE
ALARMS, ETC. MOUNTED ON THE WALLS FROM
DAMAGE. IF ITEMS NEED TO BE REMOVED, RETAIN
AND REINSTALL WITH NEW STAINLESS-STEEL
FASTENERS. ALL ITEMS ABOVE MAY NOT ALL BE
SHOWN ON ELEVATIONS FOR CLARITY.
4. PRIOR REINSTALLATION OF ITEMS NOTED ABOVE IN
NOTE #3, CLEAN SIGNS, DECALS, LIGHTING, SOUND
HORNS, PLAQUES, ETC. AND REATTACH TO WALL WITH
STAINLESS-STEEL FASTENERS.
5. DRAWINGS CANNOT BE USED WITHOUT PBA DESIGN
GROUP INVOLVEMENT.
NEW CONSTRUCTION SCOPE:
1. TYPICAL: CLEAN AND PRESSURE WASH ENTIRE WALLS
OF BUILDING.
2. TYPICAL: PATCH ALL HOLES WHERE HARDWARE WALL
ANCHORS HAVE BEEN REMOVED. EYE BOLTS,
CLAMPS, BRACKETS, UNUSED MISC. ANCHORS, ETC.
3. TYPICAL: PATCH ALL HOLES AND REPAIR ALL CRACKS
AT WALLS AND SOFFITS.
4. TYPICAL: PATCH ALL HOLES WHERE DOWNSPOUT
BRACKETS HAVE BEEN REMOVED.
5. TYPICAL: REPAIR ALL MORTAR JOINTS WITH NEW
SEALANT AT ALL MASONRY AND ALL GLASS-BLOCK.
7. TYPICAL: APPLY NEW SEALANT AT ALL HOLLOW DOOR
FRAMES, STOREFRONT FRAMES, MASONRY AND
STUCCO TO METAL. REMOVE EXISTING SEALANTS AND
CLEAN SURFACES PRIOR APPLYING NEW SEALANTS IN
ACCORDANCE TO THE MANUFACTURER
REQUIREMENTS.
8. TYPICAL: APPLY NEW SEALANT AT ALL WALL
PENETRATIONS AND CONTROL JOINTS.
9. TYPICAL:WET SEAL ALL STOREFRONT SYSTEMS
OUTSIDE FACE ONLY. INSTALL NEW MULLION CAP
JOINTS. CLEAN GLASS ON ALL STOREFRONT SYSTEMS
INSIDE AND OUT.
10.TYPICAL: PAINT ALL HOLLOW METAL DOORS AND
DOOR FRAMES. REMOVE ALL HARDWARE, LUBRICATE
AND REINSTALL. NO PAINTING REQUIRED AT GLASS
DOORS.
11.TYPICAL: PRIME AND PAINT ALL STEEL ANGLE
SUPPORTS OVER ALL WINDOWS.
12.TYPICAL: CLEAN AND PAINT METAL TRIM AROUND ALL
GLASS-BLOCK.
13.TYPICAL: PAINT ALL NEW SEALANTS.
14.TYPICAL: PAINT ALL SOFFITS.
15.TYPICAL: PAINT ENTIRE BUILDING.
16.TYPICAL: RAILINGS AND HAND RAILS ARE NOT SHOWN
FOR CLARITY. CLEAN AND PAINT.
NEW CONSTRUCTION PLAN KEY NOTES:
REINSTALL ALL DOWNSPOUTS.
INSTALL NEW METAL SPLASH PANS AT BOTTOM OF ALL
DOWNSPOUTS AT ROOF.
CONCRETE SPLASH BLOCKS RETAINED FROM ROOF ARE
TO BE INSTALLED AT GROUNDS AT BOTTOM OF ALL
DOWNSPOUTS. ADD NEW CONCRETE SPLASH BLOCKS
WHERE NEEDED.
EF
D.S. D.S. D.S.
D.S. D.S. D.S. D.S. D.S. D.S. D.S.D.S.
D.S.
D.S.
GUTTER.
GUTTER.
GUTTER.
GUTTER.
D.S.
GUTTER.
LEGEND:
SECURITY CAMERACAM
WALL EXHAUST
FAN
LOUVER
DOWNPOUTD.S.
EXTERIOR LIGHTING
EF
Scale: AS NOTED
DATE:
(C) THESE DRAWINGS & THEIR
CONTENTS ARE THE SOLE
PROPERTY OF PBA DESIGN GROUP, INC..
USE OR COPY OF
ALL OR ANY PORTIONS IS BY
CONTRACT ONLY; UNAUTHORIZED
USE WILL BE PROSECUTED.
PBA DESIGN GROUP, INC..
SHEET NO.
ISSUE RECORD:
MARCH 19, 2026
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A8.1
BUILDING
ELEVATIONSSOUTH ELEVATION (LOOKING NORTH)D
A8.1 No Scale:
NORTH ELEVATION (LOOKING SOUTH)A
A8.1 No Scale:
WEST ELEVATION (LOOKING EAST)B
A8.1 No Scale:
EAST ELEVATION (LOOKING WEST)C
A8.1 No Scale:
1 2
2 2 2 2 2
1 11
1 1
1 1 1 1 1 1 1 1
(TYP.)
(TYP.)
A A6.1
B A6.1
(TYP.)
(TYP.)
A A6.1
(TYP.)
B
A6.2
D A6.2
(TYP.)
A A6.1
(TYP.)
B A6.1
(TYP.)
B A6.1
(TYP.)
E A6.2
A A6.1
(TYP.)
B
A6.1
(TYP.)
D A6.2
(TYP.)
D A6.2
(TYP.)
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text No.
| A7.1.pdf |
| Sheets and Views |
| A7.1 |
| A6.6.pdf |
| Sheets and Views |
| A6.6 |
| A6.5.pdf |
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| A6.5 |
| A6.4.pdf |
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| A6.4 |
| A6.3.pdf |
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| A6.3 |
| A6.2.pdf |
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| A6.2 |
| A6.1.pdf |
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| A6.1 |
| A4.1.pdf |
| Sheets and Views |
| A4.1 |
| A2.7.pdf |
| Sheets and Views |
| A2.7 |
| A2.6.pdf |
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| A2.6 |
| A2.5.pdf |
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| A2.5 |
| A2.4.pdf |
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| A2.4 |
| A2.3.pdf |
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| A2.3 |
| A2.2.pdf |
| Sheets and Views |
| A2.2 |
| A1.1.pdf |
| Sheets and Views |
| A1.1 |
| A2.1.pdf |
| Sheets and Views |
| A2.1 |
| A8.1.pdf |
| Sheets and Views |
| A8.1 |
| A5.1.pdf |
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| A5.1 |
| A0.0.pdf |
| Sheets and Views |
| A0.0 |
| A6.6.pdf |
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| A6.6 |
File details come from the government source that posted it. Updated .