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<br />1. GENERAL NOTES AND CONDITIONS OF THE CONTRACT
<br />A. STANDARD FORM OF AGREEMENT BETWEEN OWNER AND
<br />CONTRACTOR - AIA DOCUMENT A101-2007.
<br />EXCEPTION: STANDARD FORM OF AGREEMENT BETWEEN
<br />OWNER AND CONTRACTOR FOR RESIDENTIAL AND SMALL
<br />COMMERCIAL PROJECTS - AIA DOCUMENT A105-2007
<br />SHALL BE USED WITHOUT ITEM B BELOW WHEN THE CONTRACT
<br />COST IS LESS THAN $200,000.00.
<br />B. THE GENERAL CONDITIONS OF THE CONTRACT FOR
<br />CONSTRUCTION, AIA DOCUMENT A201-2007.
<br />C. THE CONTRACTOR SHALL PURCHASE AND SECURE ALL
<br />PERMITS, LICENSES AND INSPECTIONS, PAY ALL FEES AND
<br />OBTAIN ALL OCCUPANCY PERMITS.
<br />D. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES,
<br />RULES, REGULATIONS AND LAWFUL ORDERS OF BUILDING
<br />OFFICIALS BEARING ON PERFORMANCE OF THE WORK.
<br />E. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK,
<br />USING THE CONTRACTOR'S BEST SKILLS AND ATTENTION.
<br />THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE
<br />WORK, HAVE CONTROL OVER CONSTRUCTION MEANS AND METHODS,
<br />TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR
<br />COORDINATING ALL PORTIONS OF THE WORK UNDER THE
<br />CONTRACT. THE CONTRACTOR SHALL PROVIDE A MONTHLY JOB
<br />STATUS REPORTS TO THE ARCHITECT
<br />F. INSURANCE:
<br />1. BUILDERS RISK: TO BE PROVIDED BY THE GENERAL CONTRACTOR.
<br />2. WORKERS COMPENSATION - STATE STATUTORY LIMITS - $1,000,000
<br />3. GENERAL LIABILITY AGGREGATE - $2,000,000
<br />PRODUCTS/COMPLETED OPERATIONS - $2,000,000.
<br />4. EXCESS COVERAGE AGGREGATE - $ 2,000,000.
<br />5. AUTOMOBILE BODILY INJURY & PROPERTY DAMAGE -
<br />$ 1,000,000 - COMBINED LIMIT FOR EACH ACCIDENT.
<br />6. ENDORSEMENT AS ADDITIONAL INSURED - THE OWNER
<br />AND THEIR EMPLOYEES.
<br />2. SUMMARY OF WORK
<br />A. CONTRACT DOCUMENTS INDICATE THE WORK OF THE
<br />CONTRACT AND RELATED REQUIREMENTS AND CONDITIONS
<br />THAT HAVE AN IMPACT ON THE PROJECT.
<br />B. SUMMARY BY REFERENCE: WORK OF THE CONTRACT
<br />CAN BE SUMMARIZED BY REFERENCES TO THE CONTRACT,
<br />PROJECT MANUAL, GENERAL AND SUPPLEMENTAL & SPECIAL
<br />CONDITIONS, GENERAL REQUIREMENTS, TECHNICAL SPECIFICATIONS,
<br />DRAWINGS, ADDENDA AND MODIFICATIONS TO CONTRACT
<br />DOCUMENTS.
<br />C. THE CONTRACT PRICE FOR THE PROJECT SHALL REFLECT ALL
<br />FEES, LICENSES, INSURANCES, CONSTRUCTION REQUIRED TO
<br />ACCOMMODATE THE EQUIPMENT OF OTHER TRADES, TEMPORARY
<br />FACILITIES AND UTILITIES, AND APPLICABLE TAXES.
<br />D. WARRANTIES AND BONDS:
<br />1. GENERAL CONTRACTOR'S WARRANTY - LABOR AND MATERIALS
<br />FURNISHED AND WORK PERFORMED ARE IN ACCORD WITH THE
<br />CONTRACT DOCUMENTS AND WILL BE FREE OF DEFECTIVE
<br />MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE AND ONE HALF
<br />(1-1/2) YEARS AFTER ACCEPTANCE AND/OR FROM DATE OF
<br />SUBSTANTIAL COMPLETION.
<br />2. SUB -CONTRACTOR'S WARRANTY - ON THEIR RESPECTIVE
<br />TRADE(S) - LABOR AND MATERIALS AND WORK PERFORMED ARE
<br />IN ACCORDANCE THE CONTRACT DOCUMENTS AND AUTHORIZED
<br />MODIFICATIONS, AND WILL BE FREE FROM DEFECTS FOR A
<br />PERIOD OF ONE AND ONE HALF (1-1/2) YEARS AFTER
<br />ACCEPTANCE AND/OR FROM DATE OF SUBSTANTIAL COMPLETION.
<br />3. STATUTORY AFFIDAVIT - THE CONTRACTOR CERTIFIES THAT
<br />ALL WORK UNDER THE PROJECT HAS BEEN PERFORMED IN
<br />ACCORDANCE WITH THE TERMS THEREOF, THAT ALL MATERIALMEN,
<br />MECHANICS, AND LABORERS HAVE BEEN PAID AND SATISFIED
<br />IN FULL, AND THAT THERE ARE NO OUTSTANDING CLAIMS,
<br />DISPUTED CLAIMS OR ANY CLAIMS TO WHICH THE CONTRACTOR
<br />HAS OR WILL ASSERT ANY DEFENSE ARISING OUT OF THE
<br />PERFORMANCE OF THE CONTRACT WHICH HAVE NOT BEEN
<br />PAID IN AND SATISFIED IN FULL.
<br />E. CLEAN UP
<br />1. KEEP PROJECT SITE FREE FROM ACCUMULATION OF WASTE
<br />MATERIALS AND RUBBISH AT ALL TIMES DURING CONSTRUCTION.
<br />2. REMOVE ALL WASTE MATERIALS AND RUBBISH FROM AND ABOUT
<br />THE PROJECT, AS WELL AS TOOLS, CONSTRUCTION EQUIPMENT,
<br />MACHINERY AND SURPLUS MATERIALS, EXCEPT THOSE SPECIFICALLY
<br />REQUIRED FOR OWNER'S MAINTENANCE AND/OR FOR COMPLETION
<br />OF WORK.
<br />3. STORE VOLATILE AND TOXIC WASTE IN COVERED METAL CONTAINERS,
<br />REMOVE FROM SITE ON A DAILY BASIS. PROVIDE ADEQUATE VENTILATION
<br />® ALL TIMES.
<br />4. PROHIBITED ACTIVITIES:
<br />a. BURNING OR BURYING RUBBISH OR DEBRIS ON SITE.
<br />b. DISPOSAL OF VOLATILE AND/OR TOXIC THROUGH THE SANITARY OR
<br />STORM SYSTEMS OR OTHERWISE ON -SITE DISPOSAL (BURY, SPILL,
<br />AIR OR RUN-OFF DISPOSAL).
<br />DIVISION NO. 8 DOORS AND WINDOWS:
<br />008100 HOLLOW METAL DOORS AND FRAMES:
<br />A. MATERIALS:
<br />1. METALS
<br />a. ASTM A366-85, COLD ROLLED STEEL SHEETS.
<br />b. EXTERIOR DOORS AND FRAMES - ZINC COATED PER
<br />ASTM A525-87
<br />c. WIPE COAT GALVANIZED STEEL COMPONENTS ARE PROHIBITED.
<br />2. PRIMER COAT:
<br />a. PRIME COAT OVER STEEL - ONE COAT MFR.'S STANDARD
<br />BAKED -ON ENAMEL RUST -INHIBITIVE PRIMER, 0.7 DFT MIN. THICKNESS.
<br />b. ONE COAT MFR'S STANDARD BAKED ON ENAMEL RUST -INHIBITIVE
<br />PRIMER, AFTER PAINT ADHESION TREATMENT, 1.0 MIL DFT.
<br />3. MANUFACTURED DOOR UNITS:
<br />a. DOORS - EXTERIOR UNITS
<br />INSULATED TYPE, GRADE III, EXTRA HEAVY DUTY, MODEL 3, SEAMLESS,
<br />HOLLOW STEEL CONSTRUCTION, 16 GAUGE MATERIAL, UNITIZED GRID
<br />INNER STRUCTURE.
<br />b. 1 -Y4" THICK DOOR.
<br />c. PROVIDE ATTACHED LABELS INDICATING CLASSIFIED RATING FOR LABELED
<br />OPENINGS.
<br />d. MAXIMUM ALLOWABLE UNDERCUT CLEARANCE SHALL BE IN ACCORDANCE
<br />WITH NFPA 80
<br />4. MANUFACTURED FRAME UNITS:
<br />a. PRESSED STEEL CONSTRUCTED FRAMES FOR DOORS, SIDELIGHTS, TRANSOMS,
<br />MULLIONS, BORROWED LIGHTS AND OTHER INDICATED OPENINGS.
<br />b. 16 GAUGE METAL FRAMES FOR EXTERIOR AND FIRE RATED OPENINGS: WELD,
<br />DRESS AND GRIND SMOOTH ALL CORNERS. AND OTHER CONNECTIONS.
<br />PROVIDE TEMPORARY SPREADERS DURING SHIPPING, HANDLING AND INSTALLATION.
<br />NOTE: LABELED METAL FRAMES FOR RATED DRYWALL ASSEMBLIES MAY BE OF
<br />KNOCK DOWN TYPE COMPLYING W/ANSI/NFPA 80 OR OTHER ACCEPTABLE
<br />AGENCY REQUIREMENTS.
<br />c. INTERIOR NON -FIRE -RATED APPLICATION: MAY BE KNOCK DOWN TYPE.
<br />5. FRAME ANCHORS:
<br />a. MASONRY- ADJUSTABLE FLAT, CORRUGATED OR PERFORATED 18 GAUGE
<br />T-SHAPED ANCHORS MINIMUM OF 2" WIDE x 18" LONG, HOT -DIPPED GALVANIZED.
<br />b. DRYWALL - MANUFACTURER'S STANDARD ADJUSTABLE STUD TYPE, 18 GAUGE,
<br />® 2'-0" MAXIMUM O.C.
<br />c. PROVIDE UL TYPE ANCHORS FOR FIRE RATED FRAMES.
<br />d. CEILING STRUTS: PROVIDE Y4" x 2" STEEL STRUTS SPOT WELDED TO
<br />JAMB FRAMES, EACH SIDE OF OPENING AND EXTEND STRUTS TO BUILDING
<br />STRUCTURE AND ANCHOR.
<br />DIVISION NO. 8 DOORS AND WINDOWS:
<br />008100 CEILING ACCESS DOOR:
<br />A. MATERIALS:
<br />1. CONSTRUCTION
<br />a. METALS: GALVANIZED STEEL
<br />FRAME - 16GA MIN.
<br />PANEL - 18 GA MIN.
<br />LINER - 22 GA MIN.
<br />b. INSULATION - 1-1/2" HIGH TEMP INSULATION
<br />c. NON COMBUSTIBILITY CLASSIFICATION
<br />CAN/ULC S114, ASTM E136, CAN/ULC S102, ASTM E84
<br />UL723, FLAME SPREAD = 0, SMOKE DEVELOPMENT = 0
<br />2. PRIMER COAT:
<br />a. PRIME COAT OVER STEEL - ONE COAT MFR.'S STANDARD
<br />ELECTROCHEMICALLY APPLIED RUST INHIBITIVE PRIME COAT.
<br />3. MANUFACTURED DOOR AND FRAME UNITS:
<br />a. INSULATED, SURFACE MOUNTED, UPWARD OPENING, FIRE
<br />RATED, CEILING ACCESS
<br />b. PROVIDE WARNOCK HERSEY LABEL INDICATING CLASSIFIED
<br />RATING FOR LABELED
<br />OPENINGS.
<br />c. CONCEALED CONTINUOUS PIANO HINGE.
<br />d. STANDARD FACTORY LATCH FOR FIRE RATED ASSEMBLY
<br />e. MAXAM METAL PRODUCTS: VAN -MET MODEL FAI-150
<br />2 HR. FIRE RATED OR APPROVED EQUAL.
<br />DIVISION NO. 8 DOORS AND WINDOWS:
<br />008210 WOOD DOORS:
<br />A. MATERIALS:
<br />1. INDUSTRY STANDARDS:
<br />a. AWI: ARCHITECTURAL WOODWORK QUALITY STANDARDS, GUIDE SPECS.,
<br />QUALITY CERTIFICATION PROGRAM, CURRENT EDITION.
<br />b. NWWDA:; INDUSTRY STANDARD I.S. SERIES.
<br />2. WARRANTY: DOORS: LIFE OF THE INSTALLATION AGAINST DELAMINATION OR
<br />WARP. PROVIDE FOR FINISHED REPLACEMENT; INCLUDE PROJECT SITE
<br />LABOR AND MATERIALS.
<br />3. ACCEPTABLE MANUFACTURERS:
<br />a. MARSHFIELD DOORSYSTEMS, INC.
<br />B. MANUFACTURED UNITS:
<br />1. TYPE: NWWDA L.S. 1-87, GRADE II, AND
<br />AWI SECTION 1300, CUSTOM GRADE, SOLID CORE.
<br />2. GENERAL: FIVE PLY CONST., 28-32 DENSITY
<br />PARTICLE BOARD CORE, ANSI A208.1, GRADE
<br />1-L-1, AWI SECTION 1300 PC-5.
<br />3. EDGE BANDS & MOULDINGS: MATCH FACE VENEER.
<br />4. ADHESIVE: COMMERCIAL STANDARD CS 171, TYPE II,
<br />WATER RESISTANT.
<br />5. FACTORY FABRICATED CUTOUTS IN LABELED DOORS ONLY -
<br />(NOTE: FIELD FABRICATED OPENINGS ARE PROHIBITED).
<br />6. LABEL: UL OR WHI RATED LABELS ATTACHED ON RATED DOORS.
<br />7. FINISH: FACTORY
<br />8. GLAZING AS SCHEDULED.
<br />9. DOOR SKINS:
<br />a. AWI SECTION 200 S 8, GRADE II. (STAIN GRADE).
<br />b. FACE VENEER:
<br />SPECIES AND CUT: SEE FINISH SCHEDULE.
<br />VENEERS: BOOK MATCHED
<br />THICKNESS: &"
<br />CROSSBAND: Xo", THICKNESS.
<br />c. WOOD BEADS & APPLIED MOULDINGS: AWI GRADE.
<br />10. GLAZING: Y4" TEMPERED SAFETY GLASS MEETING ANSI Z97.1-1984
<br />PROVIDE GLAZING BEADS WITH MITERED CORNERS, MATCH DOOR
<br />SPECIES. PROVIDE NFPA 80 TRIM 0 RATED DOORS.
<br />DIVISION NO. 8 DOORS AND WINDOWS:
<br />008400 ENTRANCES, STOREFRONT AND WINDOWS:
<br />A. DESIGN REQUIREMENTS:
<br />EXTERIOR WALLS:
<br />1. DESIGN COMPLETED STOREFRONT SYSTEM TO WITHSTAND WIND LOADS
<br />NORMAL TO WALL PLANE INDICATED.
<br />2. POSITIVE PRESSURE - MEET LOCAL CODE REQTS.
<br />3. NEGATIVE PRESSURE - MEET LOCAL CODE REQTS.
<br />INTERIOR WALLS:
<br />1. 10 PSF - ACTING IN EITHER DIRECTION.
<br />PROVISIONS FOR THERMAL MOVEMENT TO HANDLE 180' F. SURFACE
<br />TEMPERATURE RANGE AND/OR CHANGE WITHOUT CAUSING
<br />BUCKLING STRESSES ON GLASS, JOINT SEAL FAILURE, UNDUE STRESS
<br />ON STRUCTURAL ELEMENTS, DAMAGING LOADS ON FASTENERS, REDUCTION
<br />OF PERFORMANCE OR DETRIMENTAL EFFECTS.
<br />B. PERFORMANCE REQUIREMENTS:
<br />1. STATIC PRESSURE AIR INFILTRATION - 0.06 CFM MAXIMUM ® DIFFERENTIAL
<br />STATIC PRESSURE OF 1.57 PSF PER ASTM E 283-84.
<br />2. STATIC PRESSURE WATER INFILTRATION (CONDENSATION ON INDOOR FACE OF
<br />AND CONPOMENT ONLY) ® TEST PRESSURE EQUAL TO 10% POSITIVE WIND
<br />PRESSURE DESIGN BUT NOT LESS THAN 6.24 PSF PER ASTM E331-86. NO
<br />UNCONTROLLED WATER WILL BE USED FOR TEST PURPOSES.
<br />3. CONTAIN WATER PENETRATING STOREFRONT SYSTEM WITHIN SYSTEM BY GUTTERS,
<br />DRAIN TO EXTERIOR THROUGH WEEP HOLES. NO UNCONTROLLED WATER INFILTRATION
<br />IS ALLOWABLE.
<br />C. WARRANTY:
<br />1. DOOR HARDWARE - ONE YEAR EXCEPT FIVE YEARS ON CLOSERS.
<br />2. WATERTIGHTNESS OF SYSTEM - TWO YEARS.
<br />3. FINISH - MANUFACTURER'S STANDARD FINISH WARRANTY.
<br />D. ACCEPTABLE MANUFACTURERS:
<br />1. YKK CORP.
<br />2. KAWNEER CORP.
<br />3. PPG INDUSTRIES, INC.
<br />4. VISTAWALL ARCH. PRODUCTS, INC.
<br />5. TUBELITE, INC.
<br />E. MATERIALS:
<br />1. DOORS, DOOR FRAME AND TRIM MOLDINGS SHALL BE EXTRUDED FROM
<br />6063-T5 ALUMINUM ALLOY & TEMPER. ASTM B 221 ALLOY H.A. 1OA-T5.
<br />2. GLAZING GASKETS FOR DOORS AND FRAMES SHALL BE ELASTOMERIC
<br />EXTRUDED GASKETS. ALL SCREWS AND MISC. FASTENERS SHALL BE OF ALUMINUM,
<br />STAINLESS OR ZINC PER ASTM A164
<br />FINISH: ELECTROLYTICALLY DEPOSITED COLOR - AA-M12C22A42/44 - STATUARY
<br />BRONZE #40 OR CLEAR ANODIZED #17 FINISH.
<br />F. COMPONENTS:
<br />1. ENTRANCE DOORS - MED. STILES - BOT RAIL 10"
<br />INSTALL %" DIAMETER ALUM ROD W/THREADED ENDS & NUTS 0 TOP
<br />BOTTOM RAILS TO ANCHOR STILES TOGETHER FOR DOOR STABILITY.
<br />2. STORE FRONT - EQUAL TO TRIFAB 451 (KAWNEER)- 1 Y4" x 4".
<br />3. ALUMINUM ENTRANCE HARDWARE:
<br />a. 1 X PR HEAVY DUTY PINNED HINGES (SAME FIN AS DOOR)
<br />b. 1 EA. PUSH/PULL - F2 (KAWNEER)
<br />c. 1 EA. THRESHOLD - NGP
<br />d. 1 EA. CYLINDER - 1 73 - KEY OPERATED ® EXTERIOR AND
<br />THUMBTURN OPERATION ON INSIDE. FINISH TO MATCH DOORS.
<br />DIVISION NO. 8 DOORS AND WINDOWS:
<br />008700 FINISH HARDWARE:
<br />A. REFERENCE FINISH HARDWARE SCHEDULE AND DOOR AND FRAME SCHEDULE IN
<br />THE CONSTRUCTION DOCUMENTS.
<br />DIVISION NO. 8 DOORS AND WINDOWS:
<br />008800 GLASS AND GLAZING:
<br />A. INDUSTRY STANDARDS:
<br />1. ANSI: SAFETY PERFORMANCE STANDARDS AND METHODS OF TESTS FOR SAFETY
<br />GLAZING MATERIALS USED IN BUILDINGS, Z97.1 1984.
<br />2. ALI DIRECTORY, MARCH 1981 EDITION
<br />3. CPSC: SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS, 16 CFR
<br />PART 1201, JANUARY 1986 EDITION.
<br />4. FGMA:; GLAZING MANUAL, 1986 EDITION AND SEALANT MANUAL, 1983 EDITION.
<br />5. GTA: ENGINEERING STANDARDS MANUAL.
<br />6. IGCC: CERTIFIED PRODUCTS DIRECTORY.
<br />B. WARRANTY: MANUFACTURER'S STANDARD WARRANTY; TO START ® DATE OF
<br />SUBSTANTIAL COMPLETION.
<br />GENERAL NOTE:
<br />TENANT IMPROVEMENTS WILL
<br />REQUIRE A VARYING AMOUNT OF
<br />IMPROVEMENTS UNDER THIS
<br />PROJECT SCOPE OF WORK.
<br />THEREFORE, SOME OF THESE
<br />SPECIFICATIONS MAY ONLY RELATE
<br />TO A SMALL PORTION OF THE
<br />WORK, OR IN SOME CASES NONE
<br />AT ALL.
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<br />DRAWN BY:
<br />EM
<br />DATE: 10/11/2022
<br />PROJECT NO.2022.
<br />REVISIONS
<br />REV.
<br />R_
<br />R_
<br />Sheet No.
<br />T-101
<br />
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