Drawings Binder Stallings Addendum 2 to scale.pdf
PDF 2 MB Posted
- Attached to
- Stallings Elementary School Roof Renovation
- Solicitation number
- 248-6-97648064
- Issued by
- Union County, Lasker Town, North Carolina
About this file
This is a drawings binder containing architectural detail plans and elevation sheets for the Stallings Elementary School 2025 Roof Renovation Project located at 3501 Stallings Road, Stallings, North Carolina 28104, prepared for Union County Public Schools (UCPS) headquartered at 400 N. Church Street, Monroe, North Carolina 28112. The drawings depict comprehensive roof renovation specifications across multiple roof areas designated as 01.01 through 01.24, with detail plans (DP-01, DP-02, DP-03) showing roof membrane types identified by designations such as R-1 through R-6, representing different roofing materials and assemblies. The drawings include elevation views (C-2, C-3) documenting the northeast, north, southwest, west, and northwest building facades at various scales. The scope encompasses removal and replacement of low-slope modified bituminous membrane roofing, metal roof maintenance, gutter and downspout replacement, exterior wall pressure washing and EIFS (Exterior Insulation and Finish System) repairs, electrical conduit upgrades from flexible to rigid exterior conduit, gas line painting and support systems, refrigerant line disconnection and reconnection, roof curb raising, and miscellaneous repairs to window and louver flashing and sealants. The drawings reference comprehensive construction notes numbered 1 through 17 on sheet DP-04 detailing pressure washing specifications requiring 1,500 PSI at minimum 4 GPM with environmentally friendly chemicals, EIFS repair and recoating procedures, electrical and mechanical contractor requirements, and fastener replacement standards for metal roofs.
The addendum drawings were prepared by architect AA with a review date of March 24, 2026, and issued as part of the construction document set dated May 13, 2026. The drawings reference unit pricing for additional work items such as pre-manufactured roof ladder installation as an alternate bid item and fire-treated wood blocking installation available at unit prices. All materials specified are new unless otherwise indicated, and the contractor must verify work extents and color matching with the UCPS owner. The project requires a licensed and bonded mechanical, refrigeration, and electrical contractor for specialized disconnection and reconnection work, compliance with OSHA requirements and North Carolina building codes, and coordination with UCPS-employed roof observation services during construction. The drawings establish baseline specifications for sealed bidding with a mandatory pre-bid meeting on April 30, 2026, and sealed bid submission deadline of May 19, 2026 at 3:00 PM, with award to the lowest responsive and responsible bidder selected based on qualifications, bid bonds, and manufacturer approvals for premium roofing systems carrying twenty-year non-prorated warranties.
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Other files
| File | Type | Posted |
|---|---|---|
| Addendum 1 Questions.pdf | ||
| Stallings Elementary Bid Final.pdf |
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Text version
R-3
DETAIL PLAN
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FOR CONSTRUCTION
INSTALL NEW PRE-MANUFACTURED
ROOF LADDER, TO BE CONSIDERED
IN ALTERNATE BID
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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826
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DPI REVIEW
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FOR CONSTRUCTION
INSTALL NEW PRE-MANUFACTURED
ROOF LADDER, TO BE CONSIDERED
IN ALTERNATE BID
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P-1817 1001 LANCASTER AVE. MONROE, NC 28112 704-282-0826
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FOR CONSTRUCTION
INSTALL NEW
PRE-MANUFACTURED ROOF
LADDER, TO BE CONSIDERED
IN ALTERNATE BID
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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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REPLACE BACKER RODS AND RECAULK
ALL AREAS AROUND LOUVERS
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ALL AREAS AROUND LOUVERS
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SEE NOTES #1 TO #4 / DP-04 SEE NOTES #1 TO #4 / DP-04
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FOR CONSTRUCTION
REPLACE BACKER RODS AND
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WINDOW
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WINDOW
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AND RECAULK ALL AREAS
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AROUND WINDOWS
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AROUND WINDOWS
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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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DPI REVIEW
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SEE NOTES #1 TO #4
SEE NOTES #1 & #2 SEE NOTES #1 TO #4
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SEE NOTES #1 TO #4
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SEE NOTES #1 TO #4 NEW OVERFLOW, COLLECTOR
HEAD AND DOWNSPOUT.
LATERAL DOWNSPOUT AT 14"
PER FT SLOPE.
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 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.
4. CONTRACTOR TO VERIFY EXTENT OF WORK TO BE DONE ON EIFS AND RE-APPLY COLORS TO MATCH EXISTING. (VERIFY W/ OWNER)
5. CUT CIRCULAR WINDOW TRIM AT ROOF AREA 01.07 (NOT MORE THAN 3 INCHES) TO ACCOMMODATE NEW MODIFIED BITUMEN MEMBRANE FLASHING UP TO 8 INCHES.
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 DETAIL 3/R-6.
8. CONTRACTOR TO EMPLOY A LICENSED AND BONDED ELECTRICAL CONTRACTOR TO REMOVE FLEXIBLE ELECTRICAL CONDUIT. CONTRACTOR TO REPLACE WITH RIGID EXTERIOR ELECTRICAL CONDUIT. SEE DETAIL 3/R-6
9. CONTRACTOR TO WIRE BRUSH EXISTING GAS PIPING AND APPLY ONE COAT OF METAL PRIMER, THEN FOLLOW WITH TWO COATS OF BRUSHED SAFETY YELLOW ENAMEL. CONTRACTOR TO MOUNT GAS PIPING ON LINE MOUNTS SPACED MAX. 10'-0" O.C.
SEE DETAIL 2/R-6.
10. RE-COVER SLEEPERS AS SHOWN IN DETAIL 2/R3.
11. ADJUST THROUGH WALL SCUPPER AND OVERFLOW POSITIONS TO MATCH NEW ROOF ELEVATION AND RETAIN ORIGINAL SIZES.
12. REMOVE ALL GUTTERS AND DOWNSPOUTS ATTACHED TO LOW SLOPE ROOFS & METAL ROOFS DISCHARGING TO LOW SLOPE ROOFS AND REPLACE WITH NEW ONES.
13. CLEAN GUTTERS AND DOWNSPOUTS ON METAL ROOFS. REPAIR THE DAMAGED GUTTERS AND DOWNSPOUTS AS NEEDED.
14. SPLASH PANS MUST BE ADDED TO OPEN ENDED DOWNSPOUTS.
15. WHERE ELECTRICAL REPAIRS AFFECT INTERIOR FINISHES, USE 58" SHEET ROCK WHERE NEEDED, AND FINISH TO LEVEL 4, PRIME AND PAINT.
16. ON METAL ROOFS, REPLACE FASTENERS WITH NEW FASTENERS WITH NEOPRENE WASHERS THAT ARE ONE SIZE LARGER THAN EXISTING.
17. REPLACE BACKER RODS AND RECAULK ALL AREAS AROUND LOUVERS. FOR CONSTRUCTION
REPLACE BACKER RODS
AND RECAULK ALL AREAS
AROUND WINDOWS
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AND RECAULK ALL AREAS
AROUND WINDOWS
REPLACE BACKER RODS
AND RECAULK ALL AREAS
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AND RECAULK ALL AREAS
AROUND WINDOWS
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AND RECAULK ALL AREAS
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AND RECAULK ALL AREAS
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DESCRIPTION
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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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DATE: 05/13/2026
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AutoCAD SHX Text 05-13-2026
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CD SET
| DP01 |
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| DP02 |
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| DP02 |
| DP03 |
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| DP03 |
| C-2 |
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| C-2 |
| C-3 |
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| C-3 |
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