Drawings Binder Marvin Ridge Addendum #2 to scale.pdf
PDF 4 MB Posted
- Attached to
- Marvin Ridge High School Roof Renovation Project
- Solicitation number
- 248-6-97648063
- Issued by
- Union County, Raleigh City, North Carolina
About this file
This is an Addendum #2 to the Drawings Binder for the Marvin Ridge High School Roof Renovation Project, issued by Union County Public Schools in Waxhaw, North Carolina. The addendum contains detailed architectural and elevation drawings for the roof renovation project located at 2825 Crane Road, Waxhaw, NC 28173. The drawings include detail plans, roof area designations, and comprehensive elevation views (east, north, south, and west) showing the scope of work across multiple roof areas labeled 01.08 through 04.01. The project encompasses pressure washing of concrete and EIFS walls, EIFS repairs including crack remediation and coating application, sealer application to split-face block surfaces, mechanical work involving refrigerant and electrical line reconnections, electrical conduit support installation, gutter and downspout cleaning and repair, fastener replacement on metal roofs using No. 14 self-drilling fasteners with sealing neoprene washers, roof ladder repainting, translucent window flashing installation, and reglet installation for brick and block flashing. The drawings are scaled at various ratios (1/16" = 1'-0" and 3/32" = 1'-0") and were prepared under project file P-1817 with a revision date of May 13, 2026.
The construction notes within the addendum specify critical contractor requirements including utilization of sub-contractors with minimum five years of pressure washing experience, pressure specifications of 1,500 PSI with minimum 4 GPM flow, use of environmentally friendly cleaning chemicals, employment of licensed and bonded mechanical and electrical contractors for line disconnections and reconnections, and compliance with detailed flashing, fastener, and caulking specifications. Metal roof work is identified as an alternate item in the project scope. All exterior finishes including EIFS, brickwall, split-face block, standing seam metal roof components, and aluminum trim around columns and beams are illustrated in the elevation drawings with specific notation for replacement of backer rods and recaulking around windows, louvers, and doors, as well as brick repair work in designated areas.
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Other files
| File | Type | Posted |
|---|---|---|
| Revised Addednu 1.pdf | ||
| Addendum # 1 Bid 6-97648063.pdf | ||
| Marvin Ridge Bid 6-97648063 Final.pdf |
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ROOF AREA
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ROOF AREA
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ROOF AREA
01.11
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01.08
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04.01
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SEE 7/R-4
SEE 9/R-4
SEE 7/R-4
SEE 7/R-43
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SEE NOTE
#12/C1
FOR CONSTRUCTION
NOTE: THE METAL ROOF WORK ON ROOFS 01.12 ARE INCLUDED AS AN ALTERNATE.
SEE 1/R-7
SEE 4/R-7
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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826
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DATE: 05-13-2026
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EAST ELEVATION
SCALE: 3
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EAST ELEVATION
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32 " = 1'-0"
C-1
NORTH EAST INNER ELEVATION
SCALE: 3
32 " = 1'-0"
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NOTE:
1. PRESSURE WASH ALL CONCRETE AND EIFS WALLS AS INDICATED.
1.1. THE CONTRACTOR SHALL UTILIZE A SUB-CONTRACTOR THAT HAS FIVE YEARS OR MORE
EXPERIENCE PRESSURE WASHING FACILITIES.
1.2. THE PRESSURE SHALL BE 1,500 PSI AT THE TIP OF THE PRESSURE WASHER.
1.3. THE FLOW AMOUNT SHALL BE A MINIMUM OF 4 GPM.
1.4. THE CHEMICAL TO BE USED AS PART OF THE PRESSURE WASHING SHALL BE
ENVIRONMENTALLY FRIENDLY FOR EXAMPLE. SIMPLY GREEN OXYSOLVE HOUSE AND SIDING
1.5. CLEAN THE EXTERIOR OF ANY WINDOWS THAT MAY HAVE OVER SPRAY. ALL EIFS IS TO BE
PRESSURE WASHED AND COATED.
2. CUT / GRIND CRACKED EIFS AREA AND APPLY NEW SCRATCH COAT / FINISH COAT.
3. CUT EIFS 12 INCHES UP OR TO THE CLOSEST CONTROL JOINT, NOT EXCEEDING 2 FEET IN AREAS
WHERE FLASHING HEIGHT CANNOT BE ACHIEVED AND OTHER AREAS INDICATED IN DETAIL
DRAWINGS.
4. CONTRACTOR TO VERIFY EXTENT OF WORK TO BE DONE ON EIFS AND RE-APPLY COLORS TO
MATCH EXISTING. (VERIFY W/ OWNER) .
5. APPLY SEALER OVER IDENTIFIED SPLIT FACE BLOCK AFTER PRESSURE WASHING.
6. CONTRACTOR TO EMPLOY A LICENSED AND BONDED MECHANICAL/REFRIGERATION/ELECTRICAL
CONTRACTOR TO CUT LOOSE AND RECONNECT REFRIGERANT LINES, ELECTRICAL LINES, AND GAS
LINES, AS REQUIRED.
7. ALL ELECTRICAL CONDUIT TO BE SUPPORTED BY CONDUIT BASE STRUT. CONDUIT BASE DESIGNED
TO SUPPORT CONDUIT (GANGED) CABLE TRAYS OR OTHER MECHANICAL PIPING. EVEN LOAD
REQUIRED, MAXIMUM LOAD IS 172 LBS. (MAX LOAD BASED ON 3.0 PSI TO THE ROOF DECK).
RECOMMENDED SPACING IS NOT TO EXCEED 10' CENTERS. MAKE CERTAIN EACH SUPPORT IS
PROPERLY ELEVATED TO EVENLY DISTRIBUTE WEIGHT AT ALL SUPPORT LOCATIONS. SEE DETAILS
1/R-5 AND 2/R-5.
8. RE-COVER SLEEPERS AS SHOWN IN DETAIL 4/R-3.
9. ADJUST THROUGH WALL SCUPPER AND OVERFLOW POSITIONS TO MATCH NEW ROOF ELEVATION
AND RETAIN ORIGINAL SIZES.
10.CLEAN GUTTERS AND DOWNSPOUTS ON METAL ROOFS. REPAIR THE DAMAGED GUTTERS AND
DOWNSPOUTS AS NEEDED.
11.SPLASH PANS MUST BE ADDED TO OPEN ENDED DOWNSPOUTS.
12.ON METAL ROOFS, REMOVE AND REPLACE EXISTING FASTENERS WITH NEW NO. 14
SELF-DRILLING FASTENERS WITH SEALING NEOPRENE WASHERS. FASTENER LENGTH SHALL BE AS REQUIRED TO FULLY PENETRATE THE METAL SUBSTRATE, BUT SHALL NOT BE LESS THAN 1 INCH.
NEW FASTENERS SHALL BE ONE SIZE LARGER THAN THE EXISTING FASTENERS. (THE ALTERNATE)
13. REPLACE BACKER RODS AND RECAULK ALL AREAS AROUND LOUVERS.
14. REPAINT ALL ROOF LADDERS AND REPLACE ANY MISSING FASTENERS.
14.1. WIRE BRUSH EXISTING LADDER FRAME TO REMOVE ANY LOOSE PAINT AND RUST. AREAS
WITH EXTENSIVE CORROSION AND/ OR STEEL SECTION LOSS SHALL BE REPORTED TO THE
ENGINEER.
14.2. THE STEEL SHALL BE COATED WITH 2 in 1 WATER-BASED RUST CONVERTER.
14.3. PAINT THE STRUCTURAL STEEL WITH SEMI-GLOSS WATER-BASED INTERIOR/EXTERIOR, 100%
ACRYLIC, SEMI GLOSS, MOLD- AND MILDEW-RESISTANT FINISH (BASES OF DESIGN) - 2 COATS
WITH PRIMER, 375 SQ. FT. PER GALLON. THE OWNER SHALL PICK THE COLOR.
15.FOR TRANSLUCENT WINDOW, FLASHING HEIGHT SHALL BE MINIMUM OF 8 INCHES, AND
CONSTRUCTED ACCORDING TO DETAIL 2/R-3. DO NOT USE IMPACT ON THE WINDOW WHEN
PLACING FASTENERS.
16.A 2-1/2 INCHES DEEP REGLET SHALL BE USED FOR FLASHING BRICKS AND BLOCKS MARKED
BRICKWALL.
17.THE METAL ROOF WORK FOR THIS PROJECT IS INCLUDED AS AN ALTERNATE.
SEE NOTES #1 TO #4 / C-1 EIFS BRICKWALL
STANDING SEAM
METAL ROOF
ALUMINUM AROUND
COLUMN AND BEAM
SPLIT FACE BLOCK
SEE NOTES #1 TO #4 / C-1 EIFS BRICKWALL
SEE NOTES #1 TO #4 / C-1 EIFS BRICKWALL
REMOVE ONE HANGING BRICK
AND MORTAR BELOW IT SEE 3/C-5
FOR CONSTRUCTION
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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826
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SEAL
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PAGE NUMBER
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DPI REVIEW
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NORTH ELEVATION
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NORTH ELEVATION
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32 " = 1'-0"
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NORTH ELEVATION
SCALE: 3
32 " = 1'-0"
C-2
C-2
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SEE NOTES #1 TO #4 / C-1
EIFS
BRICKWALL
STANDING SEAM METAL ROOF
SEE NOTES #1 TO #4 / C-1
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EIFS
SPLIT FACE BLOCK
SPLIT FACE BLOCK
SEE NOTES #1 TO #4 / C-1
EIFS
BRICKWALL
SPLIT FACE BLOCK
STANDING SEAM
METAL ROOF
ALUMINUM AROUND
COLUMN AND BEAM
DOWNSPOUT
NEW PLATFORM POSITION
REPLACE BACKER RODS
AND RECAULK ALL AREAS
AROUND WINDOWS
REPLACE BACKER RODS
AND RECAULK ALL AREAS
AROUND WINDOWS
REPLACE BACKER RODS
AND RECAULK ALL AREAS
AROUND LOUVRES
FOR CONSTRUCTION
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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826
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SEAL
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OWNER
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SHEET TITLE
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PAGE NUMBER
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DPI REVIEW
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SOUTH ELEVATION
SCALE: 3
32 " = 1'-0"
C-3
SOUTH ELEVATION
SCALE: 3
32 " = 1'-0"
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SEE NOTES #1 TO #4 / C-1
EIFS
BRICKWALL
STANDING SEAM
METAL ROOF
ALUMINUM AROUND
COLUMN AND BEAM
SPLIT FACE BLOCK
SPLIT FACE BLOCK
DOWNSPOUT
SEE NOTES #1 TO #4 / C-1
EIFS BRICKWALL
SPLIT FACE BLOCK
SEE NOTES #1 TO #4 / C-1 EIFS
BRICKWALL
STANDING SEAM
METAL ROOF
SPLIT FACE BLOCK
REPLACE BACKER RODS
AND RECAULK ALL AREAS
AROUND LOUVRES
FOR CONSTRUCTION
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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826
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SEAL
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C-4
SOUTH EAST ELEVATION
SCALE: 3
32 " = 1'-0" 2 C-4
NORTH WEST INNER ELEVATION
SCALE: 3
32 " = 1'-0"
C-4
WEST ELEVATION
SCALE: 3
32 " = 1'-0"
C-4
WEST ELEVATION
SCALE: 3
32 " = 1'-0"
C-4
C-4
C-4
C-4
C-4
C-4
C-4
C-4
C-4
C-4
SEE NOTES #1 TO #4 / C-1
EIFS
BRICKWALL
STANDING SEAM
METAL ROOF
ALUMINUM AROUND
COLUMN AND BEAM
SPLIT FACE BLOCK
SPLIT FACE BLOCK
SEE NOTES #1 TO #4 / C-1
EIFS
BRICKWALL
SEE NOTES #1 TO #4 / C-1
EIFS
BRICKWALL
SPLIT FACE BLOCK
SEE NOTE #1 / C-1
BRICKWALL
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BRICKWALL
SPLIT FACE BLOCK
EIFS SEE NOTES #1 TO #4 / C-1
EIFSNEW ACCESS
PLATFORM
SEE R-6
C-4
EAST INNER ELEVATION
SCALE: 3
32 " = 1'-0"
C-4
REPLACE BACKER RODS
AND RECAULK ALL AREAS
AROUND WINDOWS
REPLACE BACKER RODS
AND RECAULK ALL AREAS
AROUND LOUVRES
REPLACE BACKER RODS
AND RECAULK ALL AREAS
AROUND WINDOWS
REPLACE BACKER RODS
AND RE-CAULK ALL AREAS
AROUND DOOR TPICAL
FOR CONSTRUCTION
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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826
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SEAL
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DPI REVIEW
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ELEVATIONS
C-5
KEY PLAN
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EAST ELEVATION
SCALE: 1
16" = 1'-0"
C-5
EAST ELEVATION
SCALE: 3
32 " = 1'-0"
C-5
C-5
C-4 2 C-4
SEE NOTES #1 TO #4 / C-1
EIFS
BRICKWALL
SPLIT FACE BLOCK
SEE NOTES #1 TO #4 / C-1EIFS
STANDING SEAM
METAL ROOF
SPLIT FACE BLOCK
SEE DETAIL 2/R-3
C-5
EAST ELEVATION
SCALE: 3
32 " = 1'-0"
SEE NOTES #1 TO #4 / C-1
EIFS BRICKWALL
REPAIR BRICK SEE 1/R-7
C-5
BRICK REPAIR
SCALE: NTS
REMOVE HANGING MORTAR PER DETAIL 4/R-7
REPAIR HANGING BRICK SEE
4/C-5
C-5
REPLACE BACKER RODS
AND RECAULK ALL AREAS
AROUND WINDOWS
REPLACE BACKER RODS
AND RECAULK ALL AREAS
AROUND WINDOWS
REPLACE BACKER RODS
AND RECAULK ALL AREAS
AROUND LOUVRES
FOR CONSTRUCTION
SPLIT FACE BLOCK
SEE NOTE #5 / C-1
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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826
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SEAL
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OWNER
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| DP03 |
| Sheets and Views |
| DP03 |
| C-1 |
| Sheets and Views |
| C-1 |
| C-2 |
| Sheets and Views |
| C-2 |
| C-3 |
| Sheets and Views |
| C-3 |
| C-4 |
| Sheets and Views |
| C-4 |
| C-5.pdf |
| Sheets and Views |
| C-5 |
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