20240325_PontiacBoosterPS_WindowReplace_Dwgs (4).pdf

JOB NO. 20201012

PREPARED BY:

555 HULET DRIVE

BLOOMFIELD HILLS, MI.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: http: / / www.hrc-engr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 338-2592

PONTIAC BOOSTER STATION

WINDOW REPLACEMENT

ISSUED FOR BIDS:

MARCH 25, 2024

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LOCATION MAP

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PREPARED UNDER THE SUPERVISION OF:

REGISTERED ARCHITECT

MICHIGAN REGISTRATION NO. 1301039345

HUBBELL, ROTH & CLARK, INC.

JANE M. GRAHAM

JOB NO. 20201012

COMMISSIONER: JIM NASH

CHIEF DEPUTY: ANNE VAARA

CHIEF MANAGER: STEVE KORTH, P.E.

OAKLAND COUNTY WATER RESOURCES COMMISSIONER

ONE PUBLIC WORKS DRIVE, WATERFORD, MI 48328-1907

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COVER SHEET

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AutoCAD SHX Text 2024 Hubbell, Roth and Clark, Inc. All Rights Reserved

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3/24/2024 3:46 PM

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PROJECT LOCATION

AutoCAD SHX Text ARCHITECTURAL A-0 SPECIFICATIONS SPECIFICATIONS A-1 DEMOLITION DEMOLITION A-2 DEMOLITION REFERENCE DETAILS DEMOLITION REFERENCE DETAILS A-3 PHOTOS AND DETAILS PHOTOS AND DETAILS A-4 PHOTOS AND DETAILS PHOTOS AND DETAILS A-5 EAST WALL PHOTOS EAST WALL PHOTOS A-6 EAST WALL INFILL ELEVATION EAST WALL INFILL ELEVATION A-7 SECTIONS AND DETAILSSECTIONS AND DETAILS

AutoCAD SHX Text Graham, Jane

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WRC

APPROVED

CHECKED

DRAWN

DESIGNED

DATE

HRC JOB NO.

DATE

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ADDITIONS AND/OR REVISIONS

SHEET

NO.

OF

555 HULET DRIVE

BLOOMFIELD HILLS, MICH.

P.O. BOX 824

48303 - 0824

PHONE: (248) 454-6300

WEB SITE: http: / / www.hrcengr.com

FAX (1st. Floor): (248) 454-6312 FAX (2nd. Floor): (248) 454-6359

OAKLAND COUNTY WATER

RESOURCES COMMISSIONER

PONTIAC BOOSTER

STATION WINDOW

REPLACEMENT

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SPECIFICATIONS

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AS NOTED

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AutoCAD SHX Text 2024 Hubbell, Roth & Clark, Inc. All Rights Reserved

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AutoCAD SHX Text V:\202010\20201012\A\Sheets\A00_PLOT.dwg

AutoCAD SHX Text Graham, Jane

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3/25/2024 4:24 PM

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AutoCAD SHX Text 20201012

AutoCAD SHX Text March 2024

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ORIGINAL PLOT SIZE: ARCH D (24.00 X 36.00 INCHES)

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SPECIFICATIONS:

AutoCAD SHX Text GENERAL SEALANT: 1. SEALANT FOR MISC. VERTICAL OR OVERHEAD JOINTS TO BE CAULKED SHALL SEALANT FOR MISC. VERTICAL OR OVERHEAD JOINTS TO BE CAULKED SHALL FOR MISC. VERTICAL OR OVERHEAD JOINTS TO BE CAULKED SHALL FOR MISC. VERTICAL OR OVERHEAD JOINTS TO BE CAULKED SHALL MISC. VERTICAL OR OVERHEAD JOINTS TO BE CAULKED SHALL MISC. VERTICAL OR OVERHEAD JOINTS TO BE CAULKED SHALL VERTICAL OR OVERHEAD JOINTS TO BE CAULKED SHALL VERTICAL OR OVERHEAD JOINTS TO BE CAULKED SHALL OR OVERHEAD JOINTS TO BE CAULKED SHALL OR OVERHEAD JOINTS TO BE CAULKED SHALL OVERHEAD JOINTS TO BE CAULKED SHALL OVERHEAD JOINTS TO BE CAULKED SHALL JOINTS TO BE CAULKED SHALL JOINTS TO BE CAULKED SHALL TO BE CAULKED SHALL TO BE CAULKED SHALL BE CAULKED SHALL BE CAULKED SHALL CAULKED SHALL CAULKED SHALL SHALL SHALL BE POLYURETHANE, ASTM C920, GRADE NS, TYPE M, CLASS 25, 2 POLYURETHANE, ASTM C920, GRADE NS, TYPE M, CLASS 25, 2 POLYURETHANE, ASTM C920, GRADE NS, TYPE M, CLASS 25, 2 ASTM C920, GRADE NS, TYPE M, CLASS 25, 2 ASTM C920, GRADE NS, TYPE M, CLASS 25, 2 C920, GRADE NS, TYPE M, CLASS 25, 2 C920, GRADE NS, TYPE M, CLASS 25, 2 GRADE NS, TYPE M, CLASS 25, 2 GRADE NS, TYPE M, CLASS 25, 2 NS, TYPE M, CLASS 25, 2 NS, TYPE M, CLASS 25, 2 TYPE M, CLASS 25, 2 TYPE M, CLASS 25, 2 M, CLASS 25, 2 M, CLASS 25, 2 CLASS 25, 2 CLASS 25, 2 25, 2 25, 2 2 2 COMPONENT, CHEMICAL CURING, NON-STAINING, NON-BLEEDING, NON-SAGGING, CHEMICAL CURING, NON-STAINING, NON-BLEEDING, NON-SAGGING, CHEMICAL CURING, NON-STAINING, NON-BLEEDING, NON-SAGGING, CURING, NON-STAINING, NON-BLEEDING, NON-SAGGING, CURING, NON-STAINING, NON-BLEEDING, NON-SAGGING, NON-STAINING, NON-BLEEDING, NON-SAGGING, NON-STAINING, NON-BLEEDING, NON-SAGGING, NON-BLEEDING, NON-SAGGING, NON-BLEEDING, NON-SAGGING, NON-SAGGING, NON-SAGGING, CAPABLE OF WATER IMMERSION; SONOLASTIC NP-2, PECORA DYNATROL II OR OF WATER IMMERSION; SONOLASTIC NP-2, PECORA DYNATROL II OR OF WATER IMMERSION; SONOLASTIC NP-2, PECORA DYNATROL II OR WATER IMMERSION; SONOLASTIC NP-2, PECORA DYNATROL II OR WATER IMMERSION; SONOLASTIC NP-2, PECORA DYNATROL II OR IMMERSION; SONOLASTIC NP-2, PECORA DYNATROL II OR IMMERSION; SONOLASTIC NP-2, PECORA DYNATROL II OR SONOLASTIC NP-2, PECORA DYNATROL II OR SONOLASTIC NP-2, PECORA DYNATROL II OR NP-2, PECORA DYNATROL II OR NP-2, PECORA DYNATROL II OR PECORA DYNATROL II OR PECORA DYNATROL II OR DYNATROL II OR DYNATROL II OR II OR II OR OR OR EQUAL. COLOR TO MATCH WINDOW FRAMES. 2. CLEAN EXISTING SEALANTS FROM WALL SURFACES; REMOVE RESIDUE AS CLEAN EXISTING SEALANTS FROM WALL SURFACES; REMOVE RESIDUE AS EXISTING SEALANTS FROM WALL SURFACES; REMOVE RESIDUE AS EXISTING SEALANTS FROM WALL SURFACES; REMOVE RESIDUE AS SEALANTS FROM WALL SURFACES; REMOVE RESIDUE AS SEALANTS FROM WALL SURFACES; REMOVE RESIDUE AS FROM WALL SURFACES; REMOVE RESIDUE AS FROM WALL SURFACES; REMOVE RESIDUE AS WALL SURFACES; REMOVE RESIDUE AS WALL SURFACES; REMOVE RESIDUE AS SURFACES; REMOVE RESIDUE AS SURFACES; REMOVE RESIDUE AS REMOVE RESIDUE AS REMOVE RESIDUE AS RESIDUE AS RESIDUE AS AS AS RECOMMENDED BY APPROVED (NEW) SEALANT MFR. PRIME SURFACES IF BY APPROVED (NEW) SEALANT MFR. PRIME SURFACES IF BY APPROVED (NEW) SEALANT MFR. PRIME SURFACES IF APPROVED (NEW) SEALANT MFR. PRIME SURFACES IF APPROVED (NEW) SEALANT MFR. PRIME SURFACES IF (NEW) SEALANT MFR. PRIME SURFACES IF (NEW) SEALANT MFR. PRIME SURFACES IF SEALANT MFR. PRIME SURFACES IF SEALANT MFR. PRIME SURFACES IF MFR. PRIME SURFACES IF MFR. PRIME SURFACES IF PRIME SURFACES IF PRIME SURFACES IF SURFACES IF SURFACES IF IF IF REQUIRED BY APPROVED (NEW) SEALANT MFR. FOR PROPER ADHERENCE.

AutoCAD SHX Text GENERAL REQUIREMENTS: 1. CONTRACTOR SHALL COORDINATE ALL WORK PRIOR TO INSTALLATION OR CONTRACTOR SHALL COORDINATE ALL WORK PRIOR TO INSTALLATION OR SHALL COORDINATE ALL WORK PRIOR TO INSTALLATION OR SHALL COORDINATE ALL WORK PRIOR TO INSTALLATION OR COORDINATE ALL WORK PRIOR TO INSTALLATION OR COORDINATE ALL WORK PRIOR TO INSTALLATION OR ALL WORK PRIOR TO INSTALLATION OR ALL WORK PRIOR TO INSTALLATION OR WORK PRIOR TO INSTALLATION OR WORK PRIOR TO INSTALLATION OR PRIOR TO INSTALLATION OR PRIOR TO INSTALLATION OR TO INSTALLATION OR TO INSTALLATION OR INSTALLATION OR INSTALLATION OR OR OR FABRICATION OF ANY COMPONENTS. 2. CONTRACTOR TO OBTAIN AND PAY FOR ALL NECESSARY PERMITS. CONTRACTOR TO OBTAIN AND PAY FOR ALL NECESSARY PERMITS. 3. ALL WORK MUST CONFORM TO THE 2015 MICHIGAN BUILDING CODE (MBC). ALL WORK MUST CONFORM TO THE 2015 MICHIGAN BUILDING CODE (MBC). WORK MUST CONFORM TO THE 2015 MICHIGAN BUILDING CODE (MBC). WORK MUST CONFORM TO THE 2015 MICHIGAN BUILDING CODE (MBC). MUST CONFORM TO THE 2015 MICHIGAN BUILDING CODE (MBC). MUST CONFORM TO THE 2015 MICHIGAN BUILDING CODE (MBC). CONFORM TO THE 2015 MICHIGAN BUILDING CODE (MBC). CONFORM TO THE 2015 MICHIGAN BUILDING CODE (MBC). TO THE 2015 MICHIGAN BUILDING CODE (MBC). TO THE 2015 MICHIGAN BUILDING CODE (MBC). THE 2015 MICHIGAN BUILDING CODE (MBC). THE 2015 MICHIGAN BUILDING CODE (MBC). 2015 MICHIGAN BUILDING CODE (MBC). 2015 MICHIGAN BUILDING CODE (MBC). MICHIGAN BUILDING CODE (MBC). MICHIGAN BUILDING CODE (MBC). BUILDING CODE (MBC). BUILDING CODE (MBC). CODE (MBC). CODE (MBC). (MBC). (MBC). IF DISCREPANCIES IN DRAWING APPEAR, WORK MUST BE DONE PER CODE. 4. EXISTING CONDITIONS OF BUILDING SHOWN ON THESE DOCUMENTS ARE EXISTING CONDITIONS OF BUILDING SHOWN ON THESE DOCUMENTS ARE CONDITIONS OF BUILDING SHOWN ON THESE DOCUMENTS ARE CONDITIONS OF BUILDING SHOWN ON THESE DOCUMENTS ARE OF BUILDING SHOWN ON THESE DOCUMENTS ARE OF BUILDING SHOWN ON THESE DOCUMENTS ARE BUILDING SHOWN ON THESE DOCUMENTS ARE BUILDING SHOWN ON THESE DOCUMENTS ARE SHOWN ON THESE DOCUMENTS ARE SHOWN ON THESE DOCUMENTS ARE ON THESE DOCUMENTS ARE ON THESE DOCUMENTS ARE THESE DOCUMENTS ARE THESE DOCUMENTS ARE DOCUMENTS ARE DOCUMENTS ARE ARE ARE ILLUSTRATIVE OF CONDITIONS VISIBLE TO ARCHITECT, AT TIME OF DESIGN. ALL OF CONDITIONS VISIBLE TO ARCHITECT, AT TIME OF DESIGN. ALL OF CONDITIONS VISIBLE TO ARCHITECT, AT TIME OF DESIGN. ALL CONDITIONS VISIBLE TO ARCHITECT, AT TIME OF DESIGN. ALL CONDITIONS VISIBLE TO ARCHITECT, AT TIME OF DESIGN. ALL VISIBLE TO ARCHITECT, AT TIME OF DESIGN. ALL VISIBLE TO ARCHITECT, AT TIME OF DESIGN. ALL TO ARCHITECT, AT TIME OF DESIGN. ALL TO ARCHITECT, AT TIME OF DESIGN. ALL ARCHITECT, AT TIME OF DESIGN. ALL ARCHITECT, AT TIME OF DESIGN. ALL AT TIME OF DESIGN. ALL AT TIME OF DESIGN. ALL TIME OF DESIGN. ALL TIME OF DESIGN. ALL OF DESIGN. ALL OF DESIGN. ALL DESIGN. ALL DESIGN. ALL ALL ALL EXISTING DIMENSIONS, CONDITIONS, SIZES & LOCATIONS ARE TO BE FIELD DIMENSIONS, CONDITIONS, SIZES & LOCATIONS ARE TO BE FIELD DIMENSIONS, CONDITIONS, SIZES & LOCATIONS ARE TO BE FIELD CONDITIONS, SIZES & LOCATIONS ARE TO BE FIELD CONDITIONS, SIZES & LOCATIONS ARE TO BE FIELD SIZES & LOCATIONS ARE TO BE FIELD SIZES & LOCATIONS ARE TO BE FIELD & LOCATIONS ARE TO BE FIELD & LOCATIONS ARE TO BE FIELD LOCATIONS ARE TO BE FIELD LOCATIONS ARE TO BE FIELD ARE TO BE FIELD ARE TO BE FIELD TO BE FIELD TO BE FIELD BE FIELD BE FIELD FIELD FIELD VERIFIED, PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS. CONTRACTOR SHALL PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS. CONTRACTOR SHALL PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS. CONTRACTOR SHALL TO THE SUBMITTAL OF SHOP DRAWINGS. CONTRACTOR SHALL TO THE SUBMITTAL OF SHOP DRAWINGS. CONTRACTOR SHALL THE SUBMITTAL OF SHOP DRAWINGS. CONTRACTOR SHALL THE SUBMITTAL OF SHOP DRAWINGS. CONTRACTOR SHALL SUBMITTAL OF SHOP DRAWINGS. CONTRACTOR SHALL SUBMITTAL OF SHOP DRAWINGS. CONTRACTOR SHALL OF SHOP DRAWINGS. CONTRACTOR SHALL OF SHOP DRAWINGS. CONTRACTOR SHALL SHOP DRAWINGS. CONTRACTOR SHALL SHOP DRAWINGS. CONTRACTOR SHALL DRAWINGS. CONTRACTOR SHALL DRAWINGS. CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL FIELD MEASURE ALL WALL OPENINGS FOR WINDOW AND GLAZING REPLACEMENT. 5. THE CONTRACTOR SHALL KEEP THE SITE IN A NEAT AND ORDERLY CONDITION THE CONTRACTOR SHALL KEEP THE SITE IN A NEAT AND ORDERLY CONDITION CONTRACTOR SHALL KEEP THE SITE IN A NEAT AND ORDERLY CONDITION CONTRACTOR SHALL KEEP THE SITE IN A NEAT AND ORDERLY CONDITION SHALL KEEP THE SITE IN A NEAT AND ORDERLY CONDITION SHALL KEEP THE SITE IN A NEAT AND ORDERLY CONDITION KEEP THE SITE IN A NEAT AND ORDERLY CONDITION KEEP THE SITE IN A NEAT AND ORDERLY CONDITION THE SITE IN A NEAT AND ORDERLY CONDITION THE SITE IN A NEAT AND ORDERLY CONDITION SITE IN A NEAT AND ORDERLY CONDITION SITE IN A NEAT AND ORDERLY CONDITION IN A NEAT AND ORDERLY CONDITION IN A NEAT AND ORDERLY CONDITION A NEAT AND ORDERLY CONDITION A NEAT AND ORDERLY CONDITION NEAT AND ORDERLY CONDITION NEAT AND ORDERLY CONDITION AND ORDERLY CONDITION AND ORDERLY CONDITION ORDERLY CONDITION ORDERLY CONDITION CONDITION CONDITION AND SHALL REMOVE RUBBISH DAILY OR AS DIRECTED BY OWNER. SHALL REMOVE RUBBISH DAILY OR AS DIRECTED BY OWNER. SHALL REMOVE RUBBISH DAILY OR AS DIRECTED BY OWNER. REMOVE RUBBISH DAILY OR AS DIRECTED BY OWNER. REMOVE RUBBISH DAILY OR AS DIRECTED BY OWNER. RUBBISH DAILY OR AS DIRECTED BY OWNER. RUBBISH DAILY OR AS DIRECTED BY OWNER. DAILY OR AS DIRECTED BY OWNER. DAILY OR AS DIRECTED BY OWNER. OR AS DIRECTED BY OWNER. OR AS DIRECTED BY OWNER. AS DIRECTED BY OWNER. AS DIRECTED BY OWNER. DIRECTED BY OWNER. DIRECTED BY OWNER. BY OWNER. BY OWNER. OWNER. OWNER. CONTRACTOR SHALL PROVIDE DUMPSTERS FOR HIS OWN USE. 6. ALL STAGING AND MATERIALS STORAGE IS TO BE COORDINATED WITH THE ALL STAGING AND MATERIALS STORAGE IS TO BE COORDINATED WITH THE STAGING AND MATERIALS STORAGE IS TO BE COORDINATED WITH THE STAGING AND MATERIALS STORAGE IS TO BE COORDINATED WITH THE AND MATERIALS STORAGE IS TO BE COORDINATED WITH THE AND MATERIALS STORAGE IS TO BE COORDINATED WITH THE MATERIALS STORAGE IS TO BE COORDINATED WITH THE MATERIALS STORAGE IS TO BE COORDINATED WITH THE STORAGE IS TO BE COORDINATED WITH THE STORAGE IS TO BE COORDINATED WITH THE IS TO BE COORDINATED WITH THE IS TO BE COORDINATED WITH THE TO BE COORDINATED WITH THE TO BE COORDINATED WITH THE BE COORDINATED WITH THE BE COORDINATED WITH THE COORDINATED WITH THE COORDINATED WITH THE WITH THE WITH THE THE THE OWNER. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO ISOLATE THE CONTRACTOR SHALL TAKE PRECAUTIONS TO ISOLATE THE CONTRACTOR SHALL TAKE PRECAUTIONS TO ISOLATE THE CONTRACTOR SHALL TAKE PRECAUTIONS TO ISOLATE CONTRACTOR SHALL TAKE PRECAUTIONS TO ISOLATE CONTRACTOR SHALL TAKE PRECAUTIONS TO ISOLATE SHALL TAKE PRECAUTIONS TO ISOLATE SHALL TAKE PRECAUTIONS TO ISOLATE TAKE PRECAUTIONS TO ISOLATE TAKE PRECAUTIONS TO ISOLATE PRECAUTIONS TO ISOLATE PRECAUTIONS TO ISOLATE TO ISOLATE TO ISOLATE ISOLATE ISOLATE CONSTRUCTION ACTIVITIES FROM ADJACENT AREAS THAT ARE TO REMAIN IN ACTIVITIES FROM ADJACENT AREAS THAT ARE TO REMAIN IN ACTIVITIES FROM ADJACENT AREAS THAT ARE TO REMAIN IN FROM ADJACENT AREAS THAT ARE TO REMAIN IN FROM ADJACENT AREAS THAT ARE TO REMAIN IN ADJACENT AREAS THAT ARE TO REMAIN IN ADJACENT AREAS THAT ARE TO REMAIN IN AREAS THAT ARE TO REMAIN IN AREAS THAT ARE TO REMAIN IN THAT ARE TO REMAIN IN THAT ARE TO REMAIN IN ARE TO REMAIN IN ARE TO REMAIN IN TO REMAIN IN TO REMAIN IN REMAIN IN REMAIN IN IN IN OPERATION DURING CONSTRUCTION - CONFIRM SCHEDULE AND REQUIRED DURING CONSTRUCTION - CONFIRM SCHEDULE AND REQUIRED DURING CONSTRUCTION - CONFIRM SCHEDULE AND REQUIRED CONSTRUCTION - CONFIRM SCHEDULE AND REQUIRED CONSTRUCTION - CONFIRM SCHEDULE AND REQUIRED - CONFIRM SCHEDULE AND REQUIRED - CONFIRM SCHEDULE AND REQUIRED CONFIRM SCHEDULE AND REQUIRED CONFIRM SCHEDULE AND REQUIRED SCHEDULE AND REQUIRED SCHEDULE AND REQUIRED AND REQUIRED AND REQUIRED REQUIRED REQUIRED BARRICADES WITH OWNER PRIOR TO COMMENCEMENT. 7. REFER TO SPECIFICATION PROJECT MANUAL FOR ADDITIONAL INFORMATION. REFER TO SPECIFICATION PROJECT MANUAL FOR ADDITIONAL INFORMATION. 8. ALL INSTALLATIONS TO BE COORDINATED WITH EXISTING CONDITIONS FOR ALL INSTALLATIONS TO BE COORDINATED WITH EXISTING CONDITIONS FOR INSTALLATIONS TO BE COORDINATED WITH EXISTING CONDITIONS FOR INSTALLATIONS TO BE COORDINATED WITH EXISTING CONDITIONS FOR TO BE COORDINATED WITH EXISTING CONDITIONS FOR TO BE COORDINATED WITH EXISTING CONDITIONS FOR BE COORDINATED WITH EXISTING CONDITIONS FOR BE COORDINATED WITH EXISTING CONDITIONS FOR COORDINATED WITH EXISTING CONDITIONS FOR COORDINATED WITH EXISTING CONDITIONS FOR WITH EXISTING CONDITIONS FOR WITH EXISTING CONDITIONS FOR EXISTING CONDITIONS FOR EXISTING CONDITIONS FOR CONDITIONS FOR CONDITIONS FOR FOR FOR PROPER SIZE, LOCATION AND PROVISIONS REQUIRED TO INSTALL COMPONENTS. 9. PATCH, REPAIR AND REFINISH EXISTING WALLS AND ADJACENT CONDITIONS AT PATCH, REPAIR AND REFINISH EXISTING WALLS AND ADJACENT CONDITIONS AT REPAIR AND REFINISH EXISTING WALLS AND ADJACENT CONDITIONS AT REPAIR AND REFINISH EXISTING WALLS AND ADJACENT CONDITIONS AT AND REFINISH EXISTING WALLS AND ADJACENT CONDITIONS AT AND REFINISH EXISTING WALLS AND ADJACENT CONDITIONS AT REFINISH EXISTING WALLS AND ADJACENT CONDITIONS AT REFINISH EXISTING WALLS AND ADJACENT CONDITIONS AT EXISTING WALLS AND ADJACENT CONDITIONS AT EXISTING WALLS AND ADJACENT CONDITIONS AT WALLS AND ADJACENT CONDITIONS AT WALLS AND ADJACENT CONDITIONS AT AND ADJACENT CONDITIONS AT AND ADJACENT CONDITIONS AT ADJACENT CONDITIONS AT ADJACENT CONDITIONS AT CONDITIONS AT CONDITIONS AT AT AT ALL WINDOW PENETRATIONS AFFECTED BY WORK. THIS ALSO APPLIES TO WINDOW PENETRATIONS AFFECTED BY WORK. THIS ALSO APPLIES TO WINDOW PENETRATIONS AFFECTED BY WORK. THIS ALSO APPLIES TO PENETRATIONS AFFECTED BY WORK. THIS ALSO APPLIES TO PENETRATIONS AFFECTED BY WORK. THIS ALSO APPLIES TO AFFECTED BY WORK. THIS ALSO APPLIES TO AFFECTED BY WORK. THIS ALSO APPLIES TO BY WORK. THIS ALSO APPLIES TO BY WORK. THIS ALSO APPLIES TO WORK. THIS ALSO APPLIES TO WORK. THIS ALSO APPLIES TO THIS ALSO APPLIES TO THIS ALSO APPLIES TO THIS ALSO APPLIES TO ALSO APPLIES TO ALSO APPLIES TO APPLIES TO APPLIES TO TO TO DAMAGES THAT OCCUR AS PART OF THE CONSTRUCTION PROCESS - RETURN THAT OCCUR AS PART OF THE CONSTRUCTION PROCESS - RETURN THAT OCCUR AS PART OF THE CONSTRUCTION PROCESS - RETURN OCCUR AS PART OF THE CONSTRUCTION PROCESS - RETURN OCCUR AS PART OF THE CONSTRUCTION PROCESS - RETURN AS PART OF THE CONSTRUCTION PROCESS - RETURN AS PART OF THE CONSTRUCTION PROCESS - RETURN PART OF THE CONSTRUCTION PROCESS - RETURN PART OF THE CONSTRUCTION PROCESS - RETURN OF THE CONSTRUCTION PROCESS - RETURN OF THE CONSTRUCTION PROCESS - RETURN THE CONSTRUCTION PROCESS - RETURN THE CONSTRUCTION PROCESS - RETURN CONSTRUCTION PROCESS - RETURN CONSTRUCTION PROCESS - RETURN PROCESS - RETURN PROCESS - RETURN - RETURN - RETURN RETURN RETURN AFFECTED AREAS TO ORIGINAL CONDITIONS. 10. CONTRACTOR SHALL PROVIDE ALL REQUIRED TRIM PIECES, CLOSURES, CONTRACTOR SHALL PROVIDE ALL REQUIRED TRIM PIECES, CLOSURES, SHALL PROVIDE ALL REQUIRED TRIM PIECES, CLOSURES, SHALL PROVIDE ALL REQUIRED TRIM PIECES, CLOSURES, PROVIDE ALL REQUIRED TRIM PIECES, CLOSURES, PROVIDE ALL REQUIRED TRIM PIECES, CLOSURES, ALL REQUIRED TRIM PIECES, CLOSURES, ALL REQUIRED TRIM PIECES, CLOSURES, REQUIRED TRIM PIECES, CLOSURES, REQUIRED TRIM PIECES, CLOSURES, TRIM PIECES, CLOSURES, TRIM PIECES, CLOSURES, PIECES, CLOSURES, PIECES, CLOSURES, CLOSURES, CLOSURES, SEALANTS, ETC. TO EFFECT A COMPLETED INSTALLATION AT EACH WINDOW ETC. TO EFFECT A COMPLETED INSTALLATION AT EACH WINDOW ETC. TO EFFECT A COMPLETED INSTALLATION AT EACH WINDOW TO EFFECT A COMPLETED INSTALLATION AT EACH WINDOW TO EFFECT A COMPLETED INSTALLATION AT EACH WINDOW EFFECT A COMPLETED INSTALLATION AT EACH WINDOW EFFECT A COMPLETED INSTALLATION AT EACH WINDOW A COMPLETED INSTALLATION AT EACH WINDOW A COMPLETED INSTALLATION AT EACH WINDOW COMPLETED INSTALLATION AT EACH WINDOW COMPLETED INSTALLATION AT EACH WINDOW INSTALLATION AT EACH WINDOW INSTALLATION AT EACH WINDOW AT EACH WINDOW AT EACH WINDOW EACH WINDOW EACH WINDOW WINDOW WINDOW OPENING. 11. CONFIRM ANY COLOR SELECTIONS WITH OWNER. COLORS TO MATCH/ CONFIRM ANY COLOR SELECTIONS WITH OWNER. COLORS TO MATCH/ ANY COLOR SELECTIONS WITH OWNER. COLORS TO MATCH/ ANY COLOR SELECTIONS WITH OWNER. COLORS TO MATCH/ COLOR SELECTIONS WITH OWNER. COLORS TO MATCH/ COLOR SELECTIONS WITH OWNER. COLORS TO MATCH/ SELECTIONS WITH OWNER. COLORS TO MATCH/ SELECTIONS WITH OWNER. COLORS TO MATCH/ WITH OWNER. COLORS TO MATCH/ WITH OWNER. COLORS TO MATCH/ OWNER. COLORS TO MATCH/ OWNER. COLORS TO MATCH/ COLORS TO MATCH/ COLORS TO MATCH/ COLORS TO MATCH/ TO MATCH/ TO MATCH/ MATCH/ MATCH/ COORDINATE WITH EXISTING BUILDING. 12. PREVENT GALVANIC ACTION AND OTHER FORMS OF CORROSION BY INSULATING PREVENT GALVANIC ACTION AND OTHER FORMS OF CORROSION BY INSULATING GALVANIC ACTION AND OTHER FORMS OF CORROSION BY INSULATING GALVANIC ACTION AND OTHER FORMS OF CORROSION BY INSULATING ACTION AND OTHER FORMS OF CORROSION BY INSULATING ACTION AND OTHER FORMS OF CORROSION BY INSULATING AND OTHER FORMS OF CORROSION BY INSULATING AND OTHER FORMS OF CORROSION BY INSULATING OTHER FORMS OF CORROSION BY INSULATING OTHER FORMS OF CORROSION BY INSULATING FORMS OF CORROSION BY INSULATING FORMS OF CORROSION BY INSULATING OF CORROSION BY INSULATING OF CORROSION BY INSULATING CORROSION BY INSULATING CORROSION BY INSULATING BY INSULATING BY INSULATING INSULATING INSULATING METALS OR OTHER MATERIALS FROM DIRECT CONTACT WITH INCOMPATIBLE OR OTHER MATERIALS FROM DIRECT CONTACT WITH INCOMPATIBLE OR OTHER MATERIALS FROM DIRECT CONTACT WITH INCOMPATIBLE OTHER MATERIALS FROM DIRECT CONTACT WITH INCOMPATIBLE OTHER MATERIALS FROM DIRECT CONTACT WITH INCOMPATIBLE MATERIALS FROM DIRECT CONTACT WITH INCOMPATIBLE MATERIALS FROM DIRECT CONTACT WITH INCOMPATIBLE FROM DIRECT CONTACT WITH INCOMPATIBLE FROM DIRECT CONTACT WITH INCOMPATIBLE DIRECT CONTACT WITH INCOMPATIBLE DIRECT CONTACT WITH INCOMPATIBLE CONTACT WITH INCOMPATIBLE CONTACT WITH INCOMPATIBLE WITH INCOMPATIBLE WITH INCOMPATIBLE INCOMPATIBLE INCOMPATIBLE MATERIALS. BACK COAT ALUMINUM WINDOW FRAME/RETAINERS/RECEIVERS IN BACK COAT ALUMINUM WINDOW FRAME/RETAINERS/RECEIVERS IN BACK COAT ALUMINUM WINDOW FRAME/RETAINERS/RECEIVERS IN BACK COAT ALUMINUM WINDOW FRAME/RETAINERS/RECEIVERS IN COAT ALUMINUM WINDOW FRAME/RETAINERS/RECEIVERS IN COAT ALUMINUM WINDOW FRAME/RETAINERS/RECEIVERS IN ALUMINUM WINDOW FRAME/RETAINERS/RECEIVERS IN ALUMINUM WINDOW FRAME/RETAINERS/RECEIVERS IN WINDOW FRAME/RETAINERS/RECEIVERS IN WINDOW FRAME/RETAINERS/RECEIVERS IN FRAME/RETAINERS/RECEIVERS IN FRAME/RETAINERS/RECEIVERS IN IN IN CONTACT WITH UNPAINTED MASONRY SURFACES. 13. SHOP DRAWINGS AND PRODUCT DATA - THE CONTRACTOR SHALL SUBMIT TO SHOP DRAWINGS AND PRODUCT DATA - THE CONTRACTOR SHALL SUBMIT TO DRAWINGS AND PRODUCT DATA - THE CONTRACTOR SHALL SUBMIT TO DRAWINGS AND PRODUCT DATA - THE CONTRACTOR SHALL SUBMIT TO AND PRODUCT DATA - THE CONTRACTOR SHALL SUBMIT TO AND PRODUCT DATA - THE CONTRACTOR SHALL SUBMIT TO PRODUCT DATA - THE CONTRACTOR SHALL SUBMIT TO PRODUCT DATA - THE CONTRACTOR SHALL SUBMIT TO DATA - THE CONTRACTOR SHALL SUBMIT TO DATA - THE CONTRACTOR SHALL SUBMIT TO - THE CONTRACTOR SHALL SUBMIT TO - THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTOR SHALL SUBMIT TO THE CONTRACTOR SHALL SUBMIT TO CONTRACTOR SHALL SUBMIT TO CONTRACTOR SHALL SUBMIT TO SHALL SUBMIT TO SHALL SUBMIT TO SUBMIT TO SUBMIT TO TO TO THE OWNER AND ENGINEER, SHOP DRAWINGS & PRODUCT DATA SUBMITTALS OWNER AND ENGINEER, SHOP DRAWINGS & PRODUCT DATA SUBMITTALS OWNER AND ENGINEER, SHOP DRAWINGS & PRODUCT DATA SUBMITTALS AND ENGINEER, SHOP DRAWINGS & PRODUCT DATA SUBMITTALS AND ENGINEER, SHOP DRAWINGS & PRODUCT DATA SUBMITTALS ENGINEER, SHOP DRAWINGS & PRODUCT DATA SUBMITTALS ENGINEER, SHOP DRAWINGS & PRODUCT DATA SUBMITTALS SHOP DRAWINGS & PRODUCT DATA SUBMITTALS SHOP DRAWINGS & PRODUCT DATA SUBMITTALS DRAWINGS & PRODUCT DATA SUBMITTALS DRAWINGS & PRODUCT DATA SUBMITTALS & PRODUCT DATA SUBMITTALS & PRODUCT DATA SUBMITTALS PRODUCT DATA SUBMITTALS PRODUCT DATA SUBMITTALS DATA SUBMITTALS DATA SUBMITTALS SUBMITTALS SUBMITTALS FOR ALL PRODUCTS AND COMPONENTS TO BE USED ON THIS PROJECT. ALL PRODUCTS AND COMPONENTS TO BE USED ON THIS PROJECT. ALL PRODUCTS AND COMPONENTS TO BE USED ON THIS PROJECT. PRODUCTS AND COMPONENTS TO BE USED ON THIS PROJECT. PRODUCTS AND COMPONENTS TO BE USED ON THIS PROJECT. AND COMPONENTS TO BE USED ON THIS PROJECT. AND COMPONENTS TO BE USED ON THIS PROJECT. COMPONENTS TO BE USED ON THIS PROJECT. COMPONENTS TO BE USED ON THIS PROJECT. TO BE USED ON THIS PROJECT. TO BE USED ON THIS PROJECT. BE USED ON THIS PROJECT. BE USED ON THIS PROJECT. USED ON THIS PROJECT. USED ON THIS PROJECT. ON THIS PROJECT. ON THIS PROJECT. THIS PROJECT. THIS PROJECT. PROJECT. PROJECT. MAINTAIN ONE COPY OF ALL REVIEWED SUBMITTALS AT THE SITE FOR THE ONE COPY OF ALL REVIEWED SUBMITTALS AT THE SITE FOR THE ONE COPY OF ALL REVIEWED SUBMITTALS AT THE SITE FOR THE COPY OF ALL REVIEWED SUBMITTALS AT THE SITE FOR THE COPY OF ALL REVIEWED SUBMITTALS AT THE SITE FOR THE OF ALL REVIEWED SUBMITTALS AT THE SITE FOR THE OF ALL REVIEWED SUBMITTALS AT THE SITE FOR THE ALL REVIEWED SUBMITTALS AT THE SITE FOR THE ALL REVIEWED SUBMITTALS AT THE SITE FOR THE REVIEWED SUBMITTALS AT THE SITE FOR THE REVIEWED SUBMITTALS AT THE SITE FOR THE SUBMITTALS AT THE SITE FOR THE SUBMITTALS AT THE SITE FOR THE AT THE SITE FOR THE AT THE SITE FOR THE THE SITE FOR THE THE SITE FOR THE SITE FOR THE SITE FOR THE FOR THE FOR THE THE THE OWNER'S REFERENCE. 14. "RECORD" DRAWINGS - THE CONTRACTOR SHALL MAINTAIN A SET OF "RECORD" DRAWINGS - THE CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS - THE CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS - THE CONTRACTOR SHALL MAINTAIN A SET OF - THE CONTRACTOR SHALL MAINTAIN A SET OF - THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONTRACTOR SHALL MAINTAIN A SET OF CONTRACTOR SHALL MAINTAIN A SET OF CONTRACTOR SHALL MAINTAIN A SET OF SHALL MAINTAIN A SET OF SHALL MAINTAIN A SET OF MAINTAIN A SET OF MAINTAIN A SET OF A SET OF A SET OF SET OF SET OF OF OF "AS-BUILT" PRINTS, MARKED UP AT THE SITE, CONTAINING ALL "AS-BUILT" PRINTS, MARKED UP AT THE SITE, CONTAINING ALL "AS-BUILT" PRINTS, MARKED UP AT THE SITE, CONTAINING ALL "AS-BUILT" MARKED UP AT THE SITE, CONTAINING ALL "AS-BUILT" MARKED UP AT THE SITE, CONTAINING ALL "AS-BUILT" UP AT THE SITE, CONTAINING ALL "AS-BUILT" UP AT THE SITE, CONTAINING ALL "AS-BUILT" AT THE SITE, CONTAINING ALL "AS-BUILT" AT THE SITE, CONTAINING ALL "AS-BUILT" THE SITE, CONTAINING ALL "AS-BUILT" THE SITE, CONTAINING ALL "AS-BUILT" SITE, CONTAINING ALL "AS-BUILT" SITE, CONTAINING ALL "AS-BUILT" CONTAINING ALL "AS-BUILT" CONTAINING ALL "AS-BUILT" ALL "AS-BUILT" ALL "AS-BUILT" "AS-BUILT" "AS-BUILT" INFORMATION. TURN SET OVER TO OWNER UPON COMPLETION OF THE WORK. 15. INSTALL ALL MATERIALS IN COMPLIANCE W/ MFR. RECOMMENDATIONS AND INSTALL ALL MATERIALS IN COMPLIANCE W/ MFR. RECOMMENDATIONS AND ALL MATERIALS IN COMPLIANCE W/ MFR. RECOMMENDATIONS AND ALL MATERIALS IN COMPLIANCE W/ MFR. RECOMMENDATIONS AND MATERIALS IN COMPLIANCE W/ MFR. RECOMMENDATIONS AND MATERIALS IN COMPLIANCE W/ MFR. RECOMMENDATIONS AND IN COMPLIANCE W/ MFR. RECOMMENDATIONS AND IN COMPLIANCE W/ MFR. RECOMMENDATIONS AND COMPLIANCE W/ MFR. RECOMMENDATIONS AND COMPLIANCE W/ MFR. RECOMMENDATIONS AND W/ MFR. RECOMMENDATIONS AND W/ MFR. RECOMMENDATIONS AND MFR. RECOMMENDATIONS AND MFR. RECOMMENDATIONS AND RECOMMENDATIONS AND RECOMMENDATIONS AND AND AND CODE REQUIREMENTS. 16. PROVIDE INTERIOR TEMPORARY WEATHER PROTECTIONS FOR PUMP ROOM; PROVIDE INTERIOR TEMPORARY WEATHER PROTECTIONS FOR PUMP ROOM; INTERIOR TEMPORARY WEATHER PROTECTIONS FOR PUMP ROOM; INTERIOR TEMPORARY WEATHER PROTECTIONS FOR PUMP ROOM; TEMPORARY WEATHER PROTECTIONS FOR PUMP ROOM; TEMPORARY WEATHER PROTECTIONS FOR PUMP ROOM; WEATHER PROTECTIONS FOR PUMP ROOM; WEATHER PROTECTIONS FOR PUMP ROOM; PROTECTIONS FOR PUMP ROOM; PROTECTIONS FOR PUMP ROOM; FOR PUMP ROOM; FOR PUMP ROOM; PUMP ROOM; PUMP ROOM; PUMP ROOM; ROOM; ROOM; PROTECT OPENINGS IN EAST WALL FROM WEATHER AND WATER INFILTRATION. 17. PROVIDE INTERIOR AND EXTERIOR PROTECTIONS FOR OWNER'S EQUIPMENT AND PROVIDE INTERIOR AND EXTERIOR PROTECTIONS FOR OWNER'S EQUIPMENT AND BUILDING - SEE SECTION -1950 SPECIAL PROJECT REQUIREMENTS. 18. MCC AT NORTH END OF EAST WALL OPENING AND DISCONNECT SWITCHES AT MCC AT NORTH END OF EAST WALL OPENING AND DISCONNECT SWITCHES AT AT NORTH END OF EAST WALL OPENING AND DISCONNECT SWITCHES AT AT NORTH END OF EAST WALL OPENING AND DISCONNECT SWITCHES AT NORTH END OF EAST WALL OPENING AND DISCONNECT SWITCHES AT NORTH END OF EAST WALL OPENING AND DISCONNECT SWITCHES AT END OF EAST WALL OPENING AND DISCONNECT SWITCHES AT END OF EAST WALL OPENING AND DISCONNECT SWITCHES AT OF EAST WALL OPENING AND DISCONNECT SWITCHES AT OF EAST WALL OPENING AND DISCONNECT SWITCHES AT EAST WALL OPENING AND DISCONNECT SWITCHES AT EAST WALL OPENING AND DISCONNECT SWITCHES AT WALL OPENING AND DISCONNECT SWITCHES AT WALL OPENING AND DISCONNECT SWITCHES AT OPENING AND DISCONNECT SWITCHES AT OPENING AND DISCONNECT SWITCHES AT AND DISCONNECT SWITCHES AT AND DISCONNECT SWITCHES AT DISCONNECT SWITCHES AT DISCONNECT SWITCHES AT SWITCHES AT SWITCHES AT AT AT SOUTH END OF EAST WALL OPENING ARE LIVE AND MUST REMAIN IN-SERVICE, END OF EAST WALL OPENING ARE LIVE AND MUST REMAIN IN-SERVICE, END OF EAST WALL OPENING ARE LIVE AND MUST REMAIN IN-SERVICE, OF EAST WALL OPENING ARE LIVE AND MUST REMAIN IN-SERVICE, OF EAST WALL OPENING ARE LIVE AND MUST REMAIN IN-SERVICE, EAST WALL OPENING ARE LIVE AND MUST REMAIN IN-SERVICE, EAST WALL OPENING ARE LIVE AND MUST REMAIN IN-SERVICE, WALL OPENING ARE LIVE AND MUST REMAIN IN-SERVICE, WALL OPENING ARE LIVE AND MUST REMAIN IN-SERVICE, OPENING ARE LIVE AND MUST REMAIN IN-SERVICE, OPENING ARE LIVE AND MUST REMAIN IN-SERVICE, ARE LIVE AND MUST REMAIN IN-SERVICE, ARE LIVE AND MUST REMAIN IN-SERVICE, LIVE AND MUST REMAIN IN-SERVICE, LIVE AND MUST REMAIN IN-SERVICE, AND MUST REMAIN IN-SERVICE, AND MUST REMAIN IN-SERVICE, MUST REMAIN IN-SERVICE, MUST REMAIN IN-SERVICE, REMAIN IN-SERVICE, REMAIN IN-SERVICE, IN-SERVICE, IN-SERVICE, ACCESSIBLE TO THE OWNER, UNLESS COORDINATED OTHERWISE WITH PUMP TO THE OWNER, UNLESS COORDINATED OTHERWISE WITH PUMP TO THE OWNER, UNLESS COORDINATED OTHERWISE WITH PUMP THE OWNER, UNLESS COORDINATED OTHERWISE WITH PUMP THE OWNER, UNLESS COORDINATED OTHERWISE WITH PUMP OWNER, UNLESS COORDINATED OTHERWISE WITH PUMP OWNER, UNLESS COORDINATED OTHERWISE WITH PUMP UNLESS COORDINATED OTHERWISE WITH PUMP UNLESS COORDINATED OTHERWISE WITH PUMP COORDINATED OTHERWISE WITH PUMP COORDINATED OTHERWISE WITH PUMP OTHERWISE WITH PUMP OTHERWISE WITH PUMP WITH PUMP WITH PUMP PUMP PUMP STATION STAFF. ELECTRICAL MUST BE WEATHER PROTECTED AT ALL TIMES STAFF. ELECTRICAL MUST BE WEATHER PROTECTED AT ALL TIMES STAFF. ELECTRICAL MUST BE WEATHER PROTECTED AT ALL TIMES ELECTRICAL MUST BE WEATHER PROTECTED AT ALL TIMES ELECTRICAL MUST BE WEATHER PROTECTED AT ALL TIMES ELECTRICAL MUST BE WEATHER PROTECTED AT ALL TIMES MUST BE WEATHER PROTECTED AT ALL TIMES MUST BE WEATHER PROTECTED AT ALL TIMES BE WEATHER PROTECTED AT ALL TIMES BE WEATHER PROTECTED AT ALL TIMES WEATHER PROTECTED AT ALL TIMES WEATHER PROTECTED AT ALL TIMES PROTECTED AT ALL TIMES PROTECTED AT ALL TIMES AT ALL TIMES AT ALL TIMES ALL TIMES ALL TIMES TIMES TIMES UNTIL WALL INFILL IS COMPLETED AND CLOSED IN. 19. PROVIDE LANDSCAPE RESTORATION FOR EAST SIDE WALL INFILL. EXISTING PROVIDE LANDSCAPE RESTORATION FOR EAST SIDE WALL INFILL. EXISTING LANDSCAPE RESTORATION FOR EAST SIDE WALL INFILL. EXISTING LANDSCAPE RESTORATION FOR EAST SIDE WALL INFILL. EXISTING RESTORATION FOR EAST SIDE WALL INFILL. EXISTING RESTORATION FOR EAST SIDE WALL INFILL. EXISTING FOR EAST SIDE WALL INFILL. EXISTING FOR EAST SIDE WALL INFILL. EXISTING EAST SIDE WALL INFILL. EXISTING EAST SIDE WALL INFILL. EXISTING SIDE WALL INFILL. EXISTING SIDE WALL INFILL. EXISTING WALL INFILL. EXISTING WALL INFILL. EXISTING INFILL. EXISTING INFILL. EXISTING EXISTING EXISTING EXISTING SCREEN WALL FOUNDATION IS TO REMAIN (REMOVE BRICK WALL AS WALL FOUNDATION IS TO REMAIN (REMOVE BRICK WALL AS WALL FOUNDATION IS TO REMAIN (REMOVE BRICK WALL AS FOUNDATION IS TO REMAIN (REMOVE BRICK WALL AS FOUNDATION IS TO REMAIN (REMOVE BRICK WALL AS IS TO REMAIN (REMOVE BRICK WALL AS IS TO REMAIN (REMOVE BRICK WALL AS TO REMAIN (REMOVE BRICK WALL AS TO REMAIN (REMOVE BRICK WALL AS REMAIN (REMOVE BRICK WALL AS REMAIN (REMOVE BRICK WALL AS (REMOVE BRICK WALL AS (REMOVE BRICK WALL AS BRICK WALL AS BRICK WALL AS WALL AS WALL AS AS AS SPECIFIED.) UPON COMPLETION OF WORK, GRADE LAWN AREA TO REMOVE UPON COMPLETION OF WORK, GRADE LAWN AREA TO REMOVE UPON COMPLETION OF WORK, GRADE LAWN AREA TO REMOVE COMPLETION OF WORK, GRADE LAWN AREA TO REMOVE COMPLETION OF WORK, GRADE LAWN AREA TO REMOVE OF WORK, GRADE LAWN AREA TO REMOVE OF WORK, GRADE LAWN AREA TO REMOVE WORK, GRADE LAWN AREA TO REMOVE WORK, GRADE LAWN AREA TO REMOVE GRADE LAWN AREA TO REMOVE GRADE LAWN AREA TO REMOVE LAWN AREA TO REMOVE LAWN AREA TO REMOVE AREA TO REMOVE AREA TO REMOVE TO REMOVE TO REMOVE REMOVE REMOVE RUTS AND DRAIN AWAY FROM BUILDING WALL. PROVIDE TOPSOIL, SEED AND AND DRAIN AWAY FROM BUILDING WALL. PROVIDE TOPSOIL, SEED AND AND DRAIN AWAY FROM BUILDING WALL. PROVIDE TOPSOIL, SEED AND DRAIN AWAY FROM BUILDING WALL. PROVIDE TOPSOIL, SEED AND DRAIN AWAY FROM BUILDING WALL. PROVIDE TOPSOIL, SEED AND AWAY FROM BUILDING WALL. PROVIDE TOPSOIL, SEED AND AWAY FROM BUILDING WALL. PROVIDE TOPSOIL, SEED AND FROM BUILDING WALL. PROVIDE TOPSOIL, SEED AND FROM BUILDING WALL. PROVIDE TOPSOIL, SEED AND BUILDING WALL. PROVIDE TOPSOIL, SEED AND BUILDING WALL. PROVIDE TOPSOIL, SEED AND WALL. PROVIDE TOPSOIL, SEED AND WALL. PROVIDE TOPSOIL, SEED AND PROVIDE TOPSOIL, SEED AND PROVIDE TOPSOIL, SEED AND PROVIDE TOPSOIL, SEED AND TOPSOIL, SEED AND TOPSOIL, SEED AND SEED AND SEED AND AND AND MULCH OVER FOR RESTORATION.

AutoCAD SHX Text SCHEDULE: 1. REFER TO THE AGREEMENT DOCUMENT FOR OVERALL PROJECT DURATION. IT REFER TO THE AGREEMENT DOCUMENT FOR OVERALL PROJECT DURATION. IT IS UNDERSTOOD THAT ONCE THE WINDOW SHOP DRAWINGS HAVE BEEN REVIEWED THAT THERE MAY BE SEVERAL WEEKS OF LEAD TIME FOR THE WINDOW ASSEMBLIES TO ARRIVE ON-SITE. 2. DEMOLITION WORK FOR REMOVAL SHALL NOT START UNTIL NEW WINDOWS ARE DEMOLITION WORK FOR REMOVAL SHALL NOT START UNTIL NEW WINDOWS ARE AVAILABLE FOR INSTALLATION ON THE NORTH, WEST AND SOUTH WALLS. 3. CONTRACTOR MAY ELECT TO START MASONRY INFILL WALL CONSTRUCTION CONTRACTOR MAY ELECT TO START MASONRY INFILL WALL CONSTRUCTION BEFORE WINDOW UNITS ARRIVE AT SITE BUT NEW MASONRY OPENINGS IN EAST WALL SHALL BE FRAMED AND WEATHER PROTECTED UNTIL WINDOWS ARE INSTALLED.

AutoCAD SHX Text SHEET METAL SILL FLASHING AND TRIM FOR WINDOWS: 1. ALUMINUM - MIL FINISH TO MATCH WINDOW FRAMES, MIN. 0.032 INCH ALUMINUM - MIL FINISH TO MATCH WINDOW FRAMES, MIN. 0.032 INCH - MIL FINISH TO MATCH WINDOW FRAMES, MIN. 0.032 INCH - MIL FINISH TO MATCH WINDOW FRAMES, MIN. 0.032 INCH MIL FINISH TO MATCH WINDOW FRAMES, MIN. 0.032 INCH MIL FINISH TO MATCH WINDOW FRAMES, MIN. 0.032 INCH FINISH TO MATCH WINDOW FRAMES, MIN. 0.032 INCH FINISH TO MATCH WINDOW FRAMES, MIN. 0.032 INCH TO MATCH WINDOW FRAMES, MIN. 0.032 INCH TO MATCH WINDOW FRAMES, MIN. 0.032 INCH MATCH WINDOW FRAMES, MIN. 0.032 INCH MATCH WINDOW FRAMES, MIN. 0.032 INCH WINDOW FRAMES, MIN. 0.032 INCH WINDOW FRAMES, MIN. 0.032 INCH FRAMES, MIN. 0.032 INCH FRAMES, MIN. 0.032 INCH MIN. 0.032 INCH MIN. 0.032 INCH 0.032 INCH 0.032 INCH 0.032 INCH INCH INCH THICK. 2. ALL EXPOSED EDGES SHALL BE HEMMED. ALL EXPOSED EDGES SHALL BE HEMMED. 3. BACKCOAT ALL ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS, BACKCOAT ALL ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS, ALL ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS, ALL ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS, ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS, ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS, IN CONTACT WITH DISSIMILAR MATERIALS, IN CONTACT WITH DISSIMILAR MATERIALS, CONTACT WITH DISSIMILAR MATERIALS, CONTACT WITH DISSIMILAR MATERIALS, WITH DISSIMILAR MATERIALS, WITH DISSIMILAR MATERIALS, DISSIMILAR MATERIALS, DISSIMILAR MATERIALS, MATERIALS, MATERIALS, INCLUDING MASONRY.

AutoCAD SHX Text PAINTING: 1. EXPOSED STEEL LINTEL ANGLES AT EXTERIOR WINDOWS SHALL BE CLEANED EXPOSED STEEL LINTEL ANGLES AT EXTERIOR WINDOWS SHALL BE CLEANED STEEL LINTEL ANGLES AT EXTERIOR WINDOWS SHALL BE CLEANED STEEL LINTEL ANGLES AT EXTERIOR WINDOWS SHALL BE CLEANED LINTEL ANGLES AT EXTERIOR WINDOWS SHALL BE CLEANED LINTEL ANGLES AT EXTERIOR WINDOWS SHALL BE CLEANED ANGLES AT EXTERIOR WINDOWS SHALL BE CLEANED ANGLES AT EXTERIOR WINDOWS SHALL BE CLEANED AT EXTERIOR WINDOWS SHALL BE CLEANED AT EXTERIOR WINDOWS SHALL BE CLEANED EXTERIOR WINDOWS SHALL BE CLEANED EXTERIOR WINDOWS SHALL BE CLEANED WINDOWS SHALL BE CLEANED WINDOWS SHALL BE CLEANED SHALL BE CLEANED SHALL BE CLEANED BE CLEANED BE CLEANED CLEANED CLEANED AND PAINTED ON UNDERSIDE. NEW MASONRY CMU AND GYPSUM BOARD PAINTED ON UNDERSIDE. NEW MASONRY CMU AND GYPSUM BOARD PAINTED ON UNDERSIDE. NEW MASONRY CMU AND GYPSUM BOARD ON UNDERSIDE. NEW MASONRY CMU AND GYPSUM BOARD ON UNDERSIDE. NEW MASONRY CMU AND GYPSUM BOARD UNDERSIDE. NEW MASONRY CMU AND GYPSUM BOARD UNDERSIDE. NEW MASONRY CMU AND GYPSUM BOARD NEW MASONRY CMU AND GYPSUM BOARD NEW MASONRY CMU AND GYPSUM BOARD NEW MASONRY CMU AND GYPSUM BOARD MASONRY CMU AND GYPSUM BOARD MASONRY CMU AND GYPSUM BOARD CMU AND GYPSUM BOARD CMU AND GYPSUM BOARD AND GYPSUM BOARD AND GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD BOARD BOARD SURFACES AND CEILING PATCHING SHALL ALSO BE PAINTED. 2. ALL DRY FILM THICKNESSES SHALL FALL WITHIN PAINT MFR. RECOMMENDED ALL DRY FILM THICKNESSES SHALL FALL WITHIN PAINT MFR. RECOMMENDED DRY FILM THICKNESSES SHALL FALL WITHIN PAINT MFR. RECOMMENDED DRY FILM THICKNESSES SHALL FALL WITHIN PAINT MFR. RECOMMENDED FILM THICKNESSES SHALL FALL WITHIN PAINT MFR. RECOMMENDED FILM THICKNESSES SHALL FALL WITHIN PAINT MFR. RECOMMENDED THICKNESSES SHALL FALL WITHIN PAINT MFR. RECOMMENDED THICKNESSES SHALL FALL WITHIN PAINT MFR. RECOMMENDED SHALL FALL WITHIN PAINT MFR. RECOMMENDED SHALL FALL WITHIN PAINT MFR. RECOMMENDED FALL WITHIN PAINT MFR. RECOMMENDED FALL WITHIN PAINT MFR. RECOMMENDED WITHIN PAINT MFR. RECOMMENDED WITHIN PAINT MFR. RECOMMENDED PAINT MFR. RECOMMENDED PAINT MFR. RECOMMENDED MFR. RECOMMENDED MFR. RECOMMENDED RECOMMENDED RECOMMENDED RANGES. INSTALL ALL PAINT MATERIALS PER MFR. RECOMMENDATIONS. INSTALL ALL PAINT MATERIALS PER MFR. RECOMMENDATIONS. INSTALL ALL PAINT MATERIALS PER MFR. RECOMMENDATIONS. INSTALL ALL PAINT MATERIALS PER MFR. RECOMMENDATIONS. ALL PAINT MATERIALS PER MFR. RECOMMENDATIONS. ALL PAINT MATERIALS PER MFR. RECOMMENDATIONS. PAINT MATERIALS PER MFR. RECOMMENDATIONS. PAINT MATERIALS PER MFR. RECOMMENDATIONS. MATERIALS PER MFR. RECOMMENDATIONS. MATERIALS PER MFR. RECOMMENDATIONS. PER MFR. RECOMMENDATIONS. PER MFR. RECOMMENDATIONS. MFR. RECOMMENDATIONS. MFR. RECOMMENDATIONS. RECOMMENDATIONS. RECOMMENDATIONS. COLOR TO BE DETERMINED BY OWNER. ALL PAINT PRODUCTS UTILIZED TO TO BE DETERMINED BY OWNER. ALL PAINT PRODUCTS UTILIZED TO TO BE DETERMINED BY OWNER. ALL PAINT PRODUCTS UTILIZED TO BE DETERMINED BY OWNER. ALL PAINT PRODUCTS UTILIZED TO BE DETERMINED BY OWNER. ALL PAINT PRODUCTS UTILIZED TO DETERMINED BY OWNER. ALL PAINT PRODUCTS UTILIZED TO DETERMINED BY OWNER. ALL PAINT PRODUCTS UTILIZED TO BY OWNER. ALL PAINT PRODUCTS UTILIZED TO BY OWNER. ALL PAINT PRODUCTS UTILIZED TO OWNER. ALL PAINT PRODUCTS UTILIZED TO OWNER. ALL PAINT PRODUCTS UTILIZED TO ALL PAINT PRODUCTS UTILIZED TO ALL PAINT PRODUCTS UTILIZED TO ALL PAINT PRODUCTS UTILIZED TO PAINT PRODUCTS UTILIZED TO PAINT PRODUCTS UTILIZED TO PRODUCTS UTILIZED TO PRODUCTS UTILIZED TO UTILIZED TO UTILIZED TO TO TO BE BY THE SAME MFR. 3. ALL PAINT USED MUST BE FROM THE SAME MANUFACTURER. ALL PAINT USED MUST BE FROM THE SAME MANUFACTURER. 4. FERROUS METALS SHALL BE PAINTED IN (2) COATS: FERROUS METALS SHALL BE PAINTED IN (2) COATS: PRIMER COAT - SHERWIN WILLIAMS MACROPOXY 646, CARBOLINE 890 VOC OR TNEMEC V69 (4.0 DRY MILS MIN.) FINISH COAT - SHERWIN WILLIAMS 250, CARBOLINE 134 MC, OR TNEMEC 1095 (3.0 DRY MILS MIN.) 5. NEW CMU SHALL BE PAINTED; USE BLOCK FILLER/PRIMER PER PAINT MFR. NEW CMU SHALL BE PAINTED; USE BLOCK FILLER/PRIMER PER PAINT MFR. CMU SHALL BE PAINTED; USE BLOCK FILLER/PRIMER PER PAINT MFR. CMU SHALL BE PAINTED; USE BLOCK FILLER/PRIMER PER PAINT MFR. SHALL BE PAINTED; USE BLOCK FILLER/PRIMER PER PAINT MFR. SHALL BE PAINTED; USE BLOCK FILLER/PRIMER PER PAINT MFR. BE PAINTED; USE BLOCK FILLER/PRIMER PER PAINT MFR. BE PAINTED; USE BLOCK FILLER/PRIMER PER PAINT MFR. PAINTED; USE BLOCK FILLER/PRIMER PER PAINT MFR. PAINTED; USE BLOCK FILLER/PRIMER PER PAINT MFR. USE BLOCK FILLER/PRIMER PER PAINT MFR. USE BLOCK FILLER/PRIMER PER PAINT MFR. BLOCK FILLER/PRIMER PER PAINT MFR. BLOCK FILLER/PRIMER PER PAINT MFR. FILLER/PRIMER PER PAINT MFR. FILLER/PRIMER PER PAINT MFR. PER PAINT MFR. PER PAINT MFR. PAINT MFR. PAINT MFR. MFR. MFR. AS INITIAL COAT AND PROVIDE (2) COATS OF SHERWIN WILLIAMS MACROPOXY INITIAL COAT AND PROVIDE (2) COATS OF SHERWIN WILLIAMS MACROPOXY INITIAL COAT AND PROVIDE (2) COATS OF SHERWIN WILLIAMS MACROPOXY COAT AND PROVIDE (2) COATS OF SHERWIN WILLIAMS MACROPOXY COAT AND PROVIDE (2) COATS OF SHERWIN WILLIAMS MACROPOXY AND PROVIDE (2) COATS OF SHERWIN WILLIAMS MACROPOXY AND PROVIDE (2) COATS OF SHERWIN WILLIAMS MACROPOXY PROVIDE (2) COATS OF SHERWIN WILLIAMS MACROPOXY PROVIDE (2) COATS OF SHERWIN WILLIAMS MACROPOXY (2) COATS OF SHERWIN WILLIAMS MACROPOXY (2) COATS OF SHERWIN WILLIAMS MACROPOXY COATS OF SHERWIN WILLIAMS MACROPOXY COATS OF SHERWIN WILLIAMS MACROPOXY OF SHERWIN WILLIAMS MACROPOXY OF SHERWIN WILLIAMS MACROPOXY SHERWIN WILLIAMS MACROPOXY SHERWIN WILLIAMS MACROPOXY WILLIAMS MACROPOXY WILLIAMS MACROPOXY MACROPOXY MACROPOXY 646, CARBOLINE 890 VOC OR TNEMEC V69 (4.0 DRY MILS MIN.) AS CARBOLINE 890 VOC OR TNEMEC V69 (4.0 DRY MILS MIN.) AS CARBOLINE 890 VOC OR TNEMEC V69 (4.0 DRY MILS MIN.) AS 890 VOC OR TNEMEC V69 (4.0 DRY MILS MIN.) AS 890 VOC OR TNEMEC V69 (4.0 DRY MILS MIN.) AS VOC OR TNEMEC V69 (4.0 DRY MILS MIN.) AS VOC OR TNEMEC V69 (4.0 DRY MILS MIN.) AS OR TNEMEC V69 (4.0 DRY MILS MIN.) AS OR TNEMEC V69 (4.0 DRY MILS MIN.) AS TNEMEC V69 (4.0 DRY MILS MIN.) AS TNEMEC V69 (4.0 DRY MILS MIN.) AS V69 (4.0 DRY MILS MIN.) AS V69 (4.0 DRY MILS MIN.) AS (4.0 DRY MILS MIN.) AS (4.0 DRY MILS MIN.) AS DRY MILS MIN.) AS DRY MILS MIN.) AS MILS MIN.) AS MILS MIN.) AS MIN.) AS MIN.) AS AS AS INTERMEDIATE AND FINISH COAT. 6. NEW GYPSUM BOARD SURFACES AT COLUMNS SHALL BE PAINTED; USE NEW GYPSUM BOARD SURFACES AT COLUMNS SHALL BE PAINTED; USE GYPSUM BOARD SURFACES AT COLUMNS SHALL BE PAINTED; USE GYPSUM BOARD SURFACES AT COLUMNS SHALL BE PAINTED; USE BOARD SURFACES AT COLUMNS SHALL BE PAINTED; USE BOARD SURFACES AT COLUMNS SHALL BE PAINTED; USE SURFACES AT COLUMNS SHALL BE PAINTED; USE SURFACES AT COLUMNS SHALL BE PAINTED; USE AT COLUMNS SHALL BE PAINTED; USE AT COLUMNS SHALL BE PAINTED; USE COLUMNS SHALL BE PAINTED; USE COLUMNS SHALL BE PAINTED; USE SHALL BE PAINTED; USE SHALL BE PAINTED; USE BE PAINTED; USE BE PAINTED; USE PAINTED; USE PAINTED; USE USE USE PRIMER COAT PER PAINT MFR. AND FINISH COAT COAT AS FOLLOWS: COAT PER PAINT MFR. AND FINISH COAT COAT AS FOLLOWS: COAT PER PAINT MFR. AND FINISH COAT COAT AS FOLLOWS: PER PAINT MFR. AND FINISH COAT COAT AS FOLLOWS: PER PAINT MFR. AND FINISH COAT COAT AS FOLLOWS: PAINT MFR. AND FINISH COAT COAT AS FOLLOWS: PAINT MFR. AND FINISH COAT COAT AS FOLLOWS: MFR. AND FINISH COAT COAT AS FOLLOWS: MFR. AND FINISH COAT COAT AS FOLLOWS: AND FINISH COAT COAT AS FOLLOWS: AND FINISH COAT COAT AS FOLLOWS: FINISH COAT COAT AS FOLLOWS: FINISH COAT COAT AS FOLLOWS: COAT COAT AS FOLLOWS: COAT COAT AS FOLLOWS: COAT AS FOLLOWS: COAT AS FOLLOWS: AS FOLLOWS: AS FOLLOWS: FOLLOWS: FOLLOWS: SHERWIN WILLIAMS PRO INDUSTRIAL WATER BASED CATALYZED EPOXY; WILLIAMS PRO INDUSTRIAL WATER BASED CATALYZED EPOXY; WILLIAMS PRO INDUSTRIAL WATER BASED CATALYZED EPOXY; PRO INDUSTRIAL WATER BASED CATALYZED EPOXY; PRO INDUSTRIAL WATER BASED CATALYZED EPOXY; INDUSTRIAL WATER BASED CATALYZED EPOXY; INDUSTRIAL WATER BASED CATALYZED EPOXY; WATER BASED CATALYZED EPOXY; WATER BASED CATALYZED EPOXY; BASED CATALYZED EPOXY; BASED CATALYZED EPOXY; CATALYZED EPOXY; CATALYZED EPOXY; EPOXY; EPOXY; CARBOLINE 225 OR TNEMEC 113 H.B. TUFCOAT (.0 DRY MILS MIN.) 7. INTERIOR TOUCH-UP PAINT AT WALL FOR WINDOW W-2 SHALL BE EPOXY AS INTERIOR TOUCH-UP PAINT AT WALL FOR WINDOW W-2 SHALL BE EPOXY AS TOUCH-UP PAINT AT WALL FOR WINDOW W-2 SHALL BE EPOXY AS TOUCH-UP PAINT AT WALL FOR WINDOW W-2 SHALL BE EPOXY AS PAINT AT WALL FOR WINDOW W-2 SHALL BE EPOXY AS PAINT AT WALL FOR WINDOW W-2 SHALL BE EPOXY AS AT WALL FOR WINDOW W-2 SHALL BE EPOXY AS AT WALL FOR WINDOW W-2 SHALL BE EPOXY AS WALL FOR WINDOW W-2 SHALL BE EPOXY AS WALL FOR WINDOW W-2 SHALL BE EPOXY AS FOR WINDOW W-2 SHALL BE EPOXY AS FOR WINDOW W-2 SHALL BE EPOXY AS WINDOW W-2 SHALL BE EPOXY AS WINDOW W-2 SHALL BE EPOXY AS W-2 SHALL BE EPOXY AS W-2 SHALL BE EPOXY AS SHALL BE EPOXY AS SHALL BE EPOXY AS BE EPOXY AS BE EPOXY AS EPOXY AS EPOXY AS AS AS SPECIFIED ABOVE FOR CMU PAINTING BUT NO BLOCK FILLER REQUIRED. 8. TOUCH-UP PATCHED CEILING AREAS WITH PAINT COLOR TO MATCH EXISTING.TOUCH-UP PATCHED CEILING AREAS WITH PAINT COLOR TO MATCH EXISTING.

AutoCAD SHX Text

12-22-21 OWNER REVIEWOWNER REVIEW

AutoCAD SHX Text

04-12-22 OWNER REVIEWOWNER REVIEW

AutoCAD SHX Text

03-25-24 BIDSBIDS

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1. SEE ADDITIONAL REQUIREMENTS IN SECTION 04100 AND 04300. SEE ADDITIONAL REQUIREMENTS IN SECTION 04100 AND 04300. 2. ALL CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90 AND C140. ALL CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90 AND C140. 3. MORTAR SHALL CONFORM TO ASTM C270, AS FOLLOWS: MORTAR SHALL CONFORM TO ASTM C270, AS FOLLOWS: IN CONTACT WITH EARTH - TYPE M NOT IN CONTACT WITH EARTH - TYPE S MORTAR COLOR SHALL MATCH EXISTING - PROVIDE SAMPLES FOR OWNER 4. LOAD BEARING BLOCK SHALL CONFORM TO ASTM C90, MEDIUM WEIGHT WITH NET LOAD BEARING BLOCK SHALL CONFORM TO ASTM C90, MEDIUM WEIGHT WITH NET BEARING BLOCK SHALL CONFORM TO ASTM C90, MEDIUM WEIGHT WITH NET BEARING BLOCK SHALL CONFORM TO ASTM C90, MEDIUM WEIGHT WITH NET BLOCK SHALL CONFORM TO ASTM C90, MEDIUM WEIGHT WITH NET BLOCK SHALL CONFORM TO ASTM C90, MEDIUM WEIGHT WITH NET SHALL CONFORM TO ASTM C90, MEDIUM WEIGHT WITH NET SHALL CONFORM TO ASTM C90, MEDIUM WEIGHT WITH NET CONFORM TO ASTM C90, MEDIUM WEIGHT WITH NET CONFORM TO ASTM C90, MEDIUM WEIGHT WITH NET TO ASTM C90, MEDIUM WEIGHT WITH NET TO ASTM C90, MEDIUM WEIGHT WITH NET ASTM C90, MEDIUM WEIGHT WITH NET ASTM C90, MEDIUM WEIGHT WITH NET C90, MEDIUM WEIGHT WITH NET C90, MEDIUM WEIGHT WITH NET MEDIUM WEIGHT WITH NET MEDIUM WEIGHT WITH NET WEIGHT WITH NET WEIGHT WITH NET WITH NET WITH NET NET NET AREA COMPRESSIVE STRENGTH = 1900 PSI MINIMUM. 5. MASONRY GROUT SHALL CONFORM TO ASTM C476 AND NCMA TEK NOTES 3-2 MASONRY GROUT SHALL CONFORM TO ASTM C476 AND NCMA TEK NOTES 3-2 GROUT SHALL CONFORM TO ASTM C476 AND NCMA TEK NOTES 3-2 GROUT SHALL CONFORM TO ASTM C476 AND NCMA TEK NOTES 3-2 SHALL CONFORM TO ASTM C476 AND NCMA TEK NOTES 3-2 SHALL CONFORM TO ASTM C476 AND NCMA TEK NOTES 3-2 CONFORM TO ASTM C476 AND NCMA TEK NOTES 3-2 CONFORM TO ASTM C476 AND NCMA TEK NOTES 3-2 TO ASTM C476 AND NCMA TEK NOTES 3-2 TO ASTM C476 AND NCMA TEK NOTES 3-2 ASTM C476 AND NCMA TEK NOTES 3-2 ASTM C476 AND NCMA TEK NOTES 3-2 C476 AND NCMA TEK NOTES 3-2 C476 AND NCMA TEK NOTES 3-2 AND NCMA TEK NOTES 3-2 AND NCMA TEK NOTES 3-2 NCMA TEK NOTES 3-2 NCMA TEK NOTES 3-2 TEK NOTES 3-2 TEK NOTES 3-2 NOTES 3-2 NOTES 3-2 3-2 3-2 AND 9-4 WITH PEA GRAVEL AGGREGATE AND A MINIMUM COMPRESSIVE STRENGTH 9-4 WITH PEA GRAVEL AGGREGATE AND A MINIMUM COMPRESSIVE STRENGTH 9-4 WITH PEA GRAVEL AGGREGATE AND A MINIMUM COMPRESSIVE STRENGTH WITH PEA GRAVEL AGGREGATE AND A MINIMUM COMPRESSIVE STRENGTH WITH PEA GRAVEL AGGREGATE AND A MINIMUM COMPRESSIVE STRENGTH PEA GRAVEL AGGREGATE AND A MINIMUM COMPRESSIVE STRENGTH PEA GRAVEL AGGREGATE AND A MINIMUM COMPRESSIVE STRENGTH GRAVEL AGGREGATE AND A MINIMUM COMPRESSIVE STRENGTH GRAVEL AGGREGATE AND A MINIMUM COMPRESSIVE STRENGTH AGGREGATE AND A MINIMUM COMPRESSIVE STRENGTH AGGREGATE AND A MINIMUM COMPRESSIVE STRENGTH AND A MINIMUM COMPRESSIVE STRENGTH AND A MINIMUM COMPRESSIVE STRENGTH A MINIMUM COMPRESSIVE STRENGTH A MINIMUM COMPRESSIVE STRENGTH MINIMUM COMPRESSIVE STRENGTH MINIMUM COMPRESSIVE STRENGTH COMPRESSIVE STRENGTH COMPRESSIVE STRENGTH STRENGTH STRENGTH OF 3000 PSI. 6. REINFORCING BARS, DOWELS AND TIES SHALL CONFORM TO ASTM A615, GRADE 60 REINFORCING BARS, DOWELS AND TIES SHALL CONFORM TO ASTM A615, GRADE 60 BARS, DOWELS AND TIES SHALL CONFORM TO ASTM A615, GRADE 60 BARS, DOWELS AND TIES SHALL CONFORM TO ASTM A615, GRADE 60 DOWELS AND TIES SHALL CONFORM TO ASTM A615, GRADE 60 DOWELS AND TIES SHALL CONFORM TO ASTM A615, GRADE 60 AND TIES SHALL CONFORM TO ASTM A615, GRADE 60 AND TIES SHALL CONFORM TO ASTM A615, GRADE 60 TIES SHALL CONFORM TO ASTM A615, GRADE 60 TIES SHALL CONFORM TO ASTM A615, GRADE 60 SHALL CONFORM TO ASTM A615, GRADE 60 SHALL CONFORM TO ASTM A615, GRADE 60 CONFORM TO ASTM A615, GRADE 60 CONFORM TO ASTM A615, GRADE 60 TO ASTM A615, GRADE 60 TO ASTM A615, GRADE 60 ASTM A615, GRADE 60 ASTM A615, GRADE 60 A615, GRADE 60 A615, GRADE 60 GRADE 60 GRADE 60 60 60 AND SHALL BE INSTALLED PER NCMA TEK NOTE 3-3. 7. PROVIDE STEEL LINTELS OVER NEW WINDOWS IN EAST WALL. UNLESS OTHERWISE PROVIDE STEEL LINTELS OVER NEW WINDOWS IN EAST WALL. UNLESS OTHERWISE STEEL LINTELS OVER NEW WINDOWS IN EAST WALL. UNLESS OTHERWISE STEEL LINTELS OVER NEW WINDOWS IN EAST WALL. UNLESS OTHERWISE LINTELS OVER NEW WINDOWS IN EAST WALL. UNLESS OTHERWISE LINTELS OVER NEW WINDOWS IN EAST WALL. UNLESS OTHERWISE OVER NEW WINDOWS IN EAST WALL. UNLESS OTHERWISE OVER NEW WINDOWS IN EAST WALL. UNLESS OTHERWISE NEW WINDOWS IN EAST WALL. UNLESS OTHERWISE NEW WINDOWS IN EAST WALL. UNLESS OTHERWISE WINDOWS IN EAST WALL. UNLESS OTHERWISE WINDOWS IN EAST WALL. UNLESS OTHERWISE IN EAST WALL. UNLESS OTHERWISE IN EAST WALL. UNLESS OTHERWISE EAST WALL. UNLESS OTHERWISE EAST WALL. UNLESS OTHERWISE WALL. UNLESS OTHERWISE WALL. UNLESS OTHERWISE UNLESS OTHERWISE UNLESS OTHERWISE UNLESS OTHERWISE OTHERWISE OTHERWISE NOTED LINTELS SHALL BEAR 8" MINIMUM ON SUPPORTING WALLS AND WALL CORES LINTELS SHALL BEAR 8" MINIMUM ON SUPPORTING WALLS AND WALL CORES LINTELS SHALL BEAR 8" MINIMUM ON SUPPORTING WALLS AND WALL CORES SHALL BEAR 8" MINIMUM ON SUPPORTING WALLS AND WALL CORES SHALL BEAR 8" MINIMUM ON SUPPORTING WALLS AND WALL CORES BEAR 8" MINIMUM ON SUPPORTING WALLS AND WALL CORES BEAR 8" MINIMUM ON SUPPORTING WALLS AND WALL CORES 8" MINIMUM ON SUPPORTING WALLS AND WALL CORES 8" MINIMUM ON SUPPORTING WALLS AND WALL CORES MINIMUM ON SUPPORTING WALLS AND WALL CORES MINIMUM ON SUPPORTING WALLS AND WALL CORES ON SUPPORTING WALLS AND WALL CORES ON SUPPORTING WALLS AND WALL CORES SUPPORTING WALLS AND WALL CORES SUPPORTING WALLS AND WALL CORES WALLS AND WALL CORES WALLS AND WALL CORES AND WALL CORES AND WALL CORES WALL CORES WALL CORES CORES CORES SHALL BE GROUTED SOLID. 8. FILL CORES CONTAINING REINFORCEMENT WITH. NON-GROUTED CORES SHALL BE FILL CORES CONTAINING REINFORCEMENT WITH. NON-GROUTED CORES SHALL BE CORES CONTAINING REINFORCEMENT WITH. NON-GROUTED CORES SHALL BE CORES CONTAINING REINFORCEMENT WITH. NON-GROUTED CORES SHALL BE CONTAINING REINFORCEMENT WITH. NON-GROUTED CORES SHALL BE CONTAINING REINFORCEMENT WITH. NON-GROUTED CORES SHALL BE REINFORCEMENT WITH. NON-GROUTED CORES SHALL BE REINFORCEMENT WITH. NON-GROUTED CORES SHALL BE WITH. NON-GROUTED CORES SHALL BE WITH. NON-GROUTED CORES SHALL BE NON-GROUTED CORES SHALL BE NON-GROUTED CORES SHALL BE CORES SHALL BE CORES SHALL BE SHALL BE SHALL BE BE BE INSULATED, SEE CMU CORE INSULATION SPECIFICATIONS. 9.