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<br />SECTION 017700 - CLOSEOUT PROCEDURES
<br />1.1 SUBSTANTIAL COMPLETION: BEFORE REQUESTING INSPECTION, COMPLETE THE FOLLOWING.
<br />A. OWNER ADViSED OF PENDING INSURANCE CHANGEOVER.
<br />B. TOOLS, SPARE PARTS, AND EXTRA. MATERIALS DELIVERED
<br />C. FINAL CHANGEOVER OF LOCKS PERFORMED.
<br />D. STARTUP TESTING COMPLETED.
<br />E. TEST/ADJUST/BALANCE RECORDS SUBMITTED.
<br />F. TEMPORARY FACILITIES REMOVED.
<br />G. CHANGEOVER INFORMATION FOR USE, OPERATION. AND MAINTENANCE SUBMITTED.
<br />H. OWNER'S PERSONNEL INSTRUCTED IN OPERATION, ADJUSTMENT. AND MAINTENANCE OF EQUIPMENT AND SYSTEMS
<br />I. FINAL CLEANING PERFORMED.
<br />J. TOUCH-UP PERFORMED.
<br />1.2 FINAL COMPLETION: BEFORE REQUESTING FINAL INSPECTION, COMPLETE THE FOLLOWING:
<br />A. FINAL APPLICATION FOR PAYMENT SUBMITTED.
<br />B. LIST OF INCOMPLETE ITEMS (PUNCH LIST) COMPLETED OR OTHERWISE RESOLVED FOR ACCEPTANCE.
<br />C. PROJECT RECORD DOCUMENTS SUBMIT TIED,
<br />0. WARRANTIES, MAINTENANCE SERVICE AGREEMENTS, AND SIMILAR DOCUMENTS SUBMITTED.
<br />E. RELEASES, OCCUPANCY PERMITS, AND OPERATING CERTIFICATES SUBMITTED,
<br />F. EVIDENCE OF CONTINUING INSURANCE COVERAGE SUBMITTED.
<br />G. OWNER ADVISED OF HEAT AND UTILITY CHANGEOVER
<br />H. FINAL PEST -CONTROL INSPECTION REPORT AND WARRANTY SUBMITTED.
<br />1.3 SUBMITTAL OF PROJECT WARRANTIES
<br />A. PARTIAL OCCUPANCY: SUBMIT WARRANTIES WITHIN 15 DAYS OF COMPLETION OF DESIGNATED PORTIONS OF THE WORK THAT
<br />ARE OCCUPIED OR USED BY OWNER.
<br />B. ORGANIZE WARRANTY DOCUMENTS INTO AN ORDERLY SEQUENCE BASED ON THE TABLE OF CONTENTS OF THE PROJECT
<br />MANUAL.
<br />C. WARRANTY ELECTRONIC FILE: SCAN WARRANTIES AND BONDS AND ASSEMBLE COMPLETE WARRANTY AND BOND SUBMITTAL
<br />P INDEXED ELECTRONIC PDF FILE WITH LINKS ENABLING NAVIGATION TO EACH ITEM. PROVIDE
<br />PACKAGE INTO A SINGLE
<br />BOOKMARKED TABLE OF CONTENTS AT BEGINNING OF DOCUMENT.
<br />D. PROVIDE ADDITIONAL COPIES OF EACH WARRANTY TO INCLUDE IN OPERATION AND MAINTENANCE MANUALS.
<br />1.4 FINAL CLEANING
<br />A. CLEANING AGENTS: COMPLY WITH GREEN SEAL'S GS-37 AND CALIFORNIA CODE OF REGULATIONS MAXIMUM ALLOWABLE VOC
<br />LEVELS.
<br />B. CLEAN EACH SURFACE OR UNIT TO CONDITION EXPECTED IN AN AVERAGE COMMERCIAL BUILDING CLEANING AND
<br />MAINTENANCE PROGRAM.
<br />C. REPLACE DISPOSABLE AIR FILTERS AND CLEAN PERMANENT AIR FILTERS.
<br />D. CLEAN DUCTS, BLOWERS, AND COILS IF UNITS WERE OPERATED WITHOUT FILTERS DURING CONSTRUCTION.
<br />E. CLEAN HVAC SYSTEM IN COMPLIANCE WITH NADCA. STANDARD 1992-01.
<br />1.5 REPAIR OF THE WORK
<br />A. REPAIR OR REMOVE AND REPLACE DEFECTIVE CONSTRUCTION, WHERE DAMAGED OR WORN ITEMS CANNOT BE REPAIRED OR
<br />RESTORED, PROVIDE REPLACEMENTS. RESTORE DAMAGED CONSTRUCTION AND PERMANENT FACILITIES USED DURING
<br />CONSTRUCTION TO SPECIFIED CONDITION.
<br />SECTION 017823.OPERATION AND MAINTENANCE DATA
<br />1.1 SUMMARY: EMERGENCY, OPERA. TION.AND MAINTENANCE MANUALS
<br />1.2 FORMAT
<br />A. PDF ELECTRONIC FILES WITH COMPOSITE ELECTRONIC INDEX ON DIG!TAL MEDIA ACCci"TAI.E TO ARCHITECT. INCLUDE A
<br />COMPLETE ELECTRONICALLY LINKED OPERATION AND MAINTENANCE ^DIRECTORY.
<br />B. DIRECTORY: PREPARE A SIN 7LE, COMPREH 4SWE DIRECTORY OF EMERGENCY, CPERATiON, AND MAINTENANCE DATA AND
<br />MATERIALS, LISTING ITEMS AND THEIR LOCATION TO FACILITATE READY ACCESS TO DESIRED INFORMATION.
<br />C. ORGANIZATION: UNLESS OTHERWISE INDICATED, ORGANIZE EACH MANUAL INTO A SEPARATE SECTION FOR EACH SYSTEM AND
<br />SUBSYSTEM, AND A SEPARATE SECTION FOR EACH PIECE OF EQUIPMENT NOT PART OF A SYSTEM. EACH MANUAL SHALL CONTAIN
<br />A TITLE PAGE, TABLE OF CONTENTS AND MANUAL CONTENTS, IN THE ORDER LISTED.
<br />1.3 EMERGENCY MANUALS: TYPES OF EMERGENCIES, EMERGENCY INSTRUCTIONS, AND EMERGENCY PROCEDURES.
<br />1.4 OPERATION MANUALS. SYSTEM, SUBSYSTEM, AND EQUIPMENT DESCRIPTIONS, OPERATING PROCEDURES, WIRING DIAGRAMS,
<br />CONTROL DIAGRAMS AND SEQUENCE OF OPERATION. AND PIPED SYSTEM DIAGRAMS.
<br />1.5 PRODUCT MvtAINTENANGE (MANUALS: SOURCE INFORMA, ION, PRODUCT INFORMATION, MAINTENANCE PROCEDURES, REPAIR
<br />MATERIALS AND SOURCES, AND WARRANTIES AND BONDS.
<br />1.6 SYSTEMS AND EQUIPMENT MAINTENANCE MANUALS: SOURCE INFORMATION; MANUFACTURERS' MAINTENANCE
<br />DOCUMENTATION, MAINTENANCE PROCEDURES, MAINTENANCE AND SERVICE SCHEDULES, SPARE PARTS LIST AND SOURCE
<br />INFORMATION, MAINTENANCE SERVICE CONTRACTS, AND WARRANTIES AND BONDS.
<br />SECTION 017839 - PROJECT RECORD DOCUMENTS
<br />1.1 RECORD DRAWINGS:
<br />A. ONE SET(S) OF MARKED -UP RECORD PRINTS.
<br />1. SUBMITTAL: PDF ELECTRONIC FILES OF SCANNED CORRECTED DIGITAL RECORD PRINTS. ARCHITECT WILL INDICATE WHETHER
<br />GENERAL SCOPE OF CHANGES, ADDITIONAL INFORMATION RECORDED, AND QUALITY OF DRAFTING ARE ACCEPTABLE.
<br />2. FORMAT: ANNOTATED PDF ELECTRONIC FILE WITH COMMENT FUNCTION ENABLED.
<br />3. ONE SET OF PAPER COPIES OF CONTRACT DOCUMENTS AND SHOP DRAWINGS, MARKED TO SHOW ACTUAL INSTALLATION.
<br />1.2 RECORD SPECIFICATIONS: ANNOTATED PDF ELECTRONIC FILES.
<br />1.3 RECORD PRODUCT DATA: ANNOTATED PDF ELECTRONIC FILES AND DIRECTORIES.
<br />SECTION 017900. DEMONSTRATION AND TRAINING
<br />1.1 INSTRUCTION PROGRAM
<br />1. PROGRAM STRUCTURE: TRAINING FOR EACH SYSTEM AND FOR EQUIPMENT NOT PART OF A SYSTEM, INCLUDING
<br />BASIS OF SYSTEM DESIGN, OPERATIONAL REQUIREMENTS AND CRITERIA, DOCUMENTATION, EMERGENCIES,
<br />ADJUSTMENTS, TROUBLESHOOTING, MAINTENANCE, REPAIRS.
<br />A FACILITATOR TO PREPARE INSTRUCTION PROGRAM ANC TRAINING MODULES AND TO COORDINATE INSTRUCTORS.
<br />B. EVALUATION: DEMONSTRATION PERFORMANCE -BASED TEST.
<br />SECTION 024119 - SELECTIVE DEEMCLITION
<br />1.1 SUMMARY: DEMOL ITION AND REMOVAL OF SELECTED PORTIONS OF BUILDING OR STRUCTURE, INCLUDING SALVAGE OF
<br />EXISTING ITEMS TO BE RECYCLED.
<br />1.2 MATERIALS OWNERSHIP: UNLESS OTHER'JvISE INDICATED, DEMOLITIONWASTE BECOMES PROPERTY OF CONTRACTOR.
<br />1.3 INFORMATIONAL SUBMITTALS: STATEMENT OF REFRIGERA.N T RECOVERY: SIGNED BY REFRIGERANT REG'0'JtRY TECHNICIAN.
<br />1A QUALITY ASSURANCE: REFRIGERANT RECOVERY TECHNICIAN QUALFICAT'IONS: CERTIFIED BY AN EPA -APPROVED
<br />CERTIFICATION PROGRAM.
<br />1.5 FIELD CONDITIONS
<br />A. ADJACENT TENANTS WILL OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO AREAS OF SELECTIVE DEMCUTION
<br />AREA. CONDUCT SELECTIVE DEMOLITION SO OTHER TENANTS OPERATIONS WILL NOT BE DISRUPTED.
<br />B. CONDITIONS EXISTING AT TIME OF INSPECTION FORBIDDING PURPOSE WILL BE MAINTAINED BY OWNER AS FAR AS PRACTICAL
<br />C. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND DRAWINGS BEFORE PROCEEDING WITH
<br />SELECTIVE DEMOLITION.
<br />D. HAZARDOUS hATERIALS: IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK.
<br />1. ANY KNOWN HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER BEFORE START OF THE WORK.
<br />2. IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED; DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER.
<br />HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT.
<br />E. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON -SITE IS NOT PERMITTED.
<br />F. UTILITY SERVICE: MAINTAIN EXiSTiNG UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE
<br />DURING SELECTIVE DEMOLITION OPERATIONS.
<br />1. MAINTAIN FIRE -PROTECTION FACILITIES IN SERVICE DURING SELECTIVE DEMOLITION OPERATIONS,
<br />1.6 PERFORMANCE REQUIREMENTS
<br />A. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE BEGINNING SELECTIVE
<br />DEMOLITION. COMPLY WITH HAULING AND LEGAL DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.
<br />G. STANDARDS: COMPLY WITH ASSE A10.6 AND NFPA 241.
<br />1.7 EXAMINATION
<br />A. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE STARTING SELECTIVE DEMOLITION OPERATIONS,
<br />B. PERFORM AND/OR ENGAGE A PROFESSIONAL ENGINEER TO PERFORM AN ENGINEERING SURVEY OF CONDITION OF BUILDING
<br />TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF
<br />ANY PORTION OF STRUCTURE OR ADJACENT STRUCTURES DURING SELECTIVE BUILDING DEMOLITION OPERATIONS.
<br />C. REFRIGERANT: BEFORE STARTING DEMOLITION, REMOVE REFRIGERANT FROM MECHANICAL EQUIPMENT ACCORDING TO
<br />40 CFR 82 AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION.
<br />SECTION 033000 E CASTEINoPLACE CONCRETE (CONTINUED)
<br />1.9 INSTALLATION
<br />A. USE AIR -ENTRAINED CONCRETE FOR ALL SIDEWALKS, PAVING, PLATFORMS, CURBS AND OTHER EXTERIOR WORK EXPOSED TO
<br />THE WEATHER.
<br />B STEP ALL FOOTINGS AT A RATIO OF( ' 2) HORIZONTAL TO (1) VERTICAL.
<br />C. ALL FOOTINGS TO REST ON UNDISTRBED SOIL.
<br />D. EXTEND ,ALL REINFORCING AROUND CORNERS FOR CONTINUITY, MiNIMUMA LAP TO BE 24". HOOK ALL REAM BARS AT
<br />DISCONTINUOUS ENDS.
<br />E. ALL WELDED'AIIRE FABRIC SHALL BESET IN PLACE ON BAR CHAIRS 48" O C. BOTH WAYS.
<br />F ALL REINFORCING STEEL- SHALL BE PLACED AND PROPERLY TIED IN PLACE SUFFICIENTLY AHEAD OF PLACING CONCRETE TO
<br />ALLOW INSPECTION ,AND CORRECTION IF NECESSARY, WITHOUT DELAYING THE INSTALLATION OF THE CONCRETE.
<br />G. CONCRETE PLACEMENT:
<br />1. COMPLY WITH .ACI-304 AND AS HEREIN SPECIFIED.
<br />2. DEPOSIT CONCRETE CONTINUOUSLY OR !N LAYERS OF SUCH THICKNESS THAT NO CONCRETE WILL BE PLACED ON CONCRETE
<br />THAT HAS HARDENED SUFFICIENTLY TO CAUSE THE FORMATION OF COLD JOINTS OR PLANES OF WEAKNESS THROUGH THE
<br />SECTION. DEPOSIT CONCRETE AS NEARLY AS PRACTICAL TO ITS FINAL LOCATION TO AVOID SEGREGATION DUE TO REHANDLING
<br />OR FLOWING.
<br />3. CONSOLODATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND -SPADING, RAKING OR
<br />TAMPING. LIMIT THE DURATION OF VIBRATING TO THE TIME NECESSARY TO CONSOLIDATE THE CONCRETE AND COMPLETE
<br />IMBEDMENT OF REINFORCEMENT AND OTHER EMBEDDED ITEMS WITHOUT CAUSING SEGREGATION OF THE MIX. DEPOSIT AND
<br />CONSOLIDATE CONCRETE SLABS IN A CONTINUOUS OPERATION, WITHIN THE LIMITS OF CONSTRUCTION JOINTS, UNTIL THE
<br />PLACING OF A PANEL OR SECTION IS COMPLETED. CONSOLIDATE CONCRETE DURING PLACING OPERATION SO THAT CONCRETE IS
<br />THOROUGHLY WORKED AROUND REINFORCEMENT AND OTHER IMBEDDED ITEMS AND INTO CORNERS. BRING SLAB SURFACES TO
<br />THE CORRECT LEVEL WITH A STRAIGHT EDGE AND STRIKE OFF. USE BULL FLOATS OR DERBIES TO SMOOTH THE SURFACE.
<br />H. CONCRETE CURING AND PROTECTION:
<br />1. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURE, AND
<br />MAINTAIN DRYING AT A RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD OF TIME NECESSARY FOR HYDRATION OF CEMENT
<br />AND PROPER HARDENING.
<br />2. START !NITIAL CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACE AFTER PLACING AND
<br />FINISHING. WEATHER PERMITTING, KEEP CONTINUOUSLY MOIST FOR NOT LESS THAN 72 HOURS.
<br />3. CURING METHODS: PERFORM CURING OF CONCRETE BY MOIST CURING, BY MOISTURE -RETAINING COVER CURING OR BY
<br />MEMBRANE CURING AS REQUIRED ACCORDING TO THE RECOMMENDATIONS OF THE ACI FOR THE PARTICULAR WORK,
<br />I. FINISHING
<br />1, GENERAL: COMPLY WITH RECOMMENDATIONS IN ACI 302.1R FOR SCREEDING, RESTRAIGHTENING, AND FINISHING OPERATIONS
<br />FOR CONCRETE SURFACES. DO NOT WET CONCRETE SURFACES.
<br />2. SCRATCH FINISH: WHILE STILL PLASTIC, TEXTURE CONCRETE SURFACE THAT HAS BEEN SCREEDED AND BULLFLOATED OR
<br />DARBIED. USE STIFF BRUSHES, BROOMS, OR RAKES.
<br />a. APPLY SCRATCH FINISH TO SURFACES INDICATED AND TO SURFACES TO RECEIVE CONCRETE FLOOR TOPPING OR MORTAR
<br />SETTING BEDS FOR CERAMIC OR QUARRY TILE, PORTLAND CEMENT TERRAllO, AND OTHER BONDED CEMENTITIOUS FLOOR
<br />FINISHES.
<br />3. TROWEL FINISH: AFTER APPLYING FLOAT FINISH APPLY FIRST TROWEL FINISH AND CONSOLIDATE CONCRETE BY HAND OR
<br />POWEREDRIVEN TROWEL. CONTINUE TROWELING PASSES AND RESTRAIGHTEN UNTIL SURFACE IS FREE OF TROWEL MARKS AND
<br />UNIFORM IN TEXTURE AND APPEARANCE. GRIND SMOOTH ANY SURFACE DEFECTS THAT WOULD TELEGRAPH THROUGH APPLIED
<br />COATINGS OR FLOOR COVERINGS.
<br />a, APPLY A TROWEL FINISH TO SURFACES INDICATED AND TO FLOOR AND SLAB SURFACES EXPOSED TO VIEW OR TO BE COVERED
<br />WITH RESILIENT FLOORING, CARPET, CERAMIC OR QUARRY TILE SET OVER A CLEAVAGE MEMBRANE, PAINT, OR ANOTHER THIN
<br />FILMEFINISH COATING SYSTEM
<br />b. FINISH SURFACES TO THE FOLLOWING TOLERANCES, MEASURED WITHIN 24 HOURS ACCORDING TO ASTM E 1155/E 1155M FOR A
<br />RANDOMLY TRAFFICKED FLOOR SURFACE:
<br />I. SPECIFIED OVERALL VALUES OF FLATNESS, F(F) 35; AND LEVELNESS, F(L) 25; WITH MINIMUM LOCAL VALUES OF FLATNESS, F(F)
<br />24; AND LEVELNESS, F(L)17; FOR SLABS EONEGRADE.
<br />4. BROOM FINISH: APPLY A BROOM FINISH TO EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS, AND ELSEWHERE AS
<br />INDICATED.
<br />a, IMMEDIATELY AFTER FLOAT FINISHING, SLIGHTLY ROUGHEN TRAFFICKED SURFACE BY BROOMING WITH FIBER EBRISTLE BROOM
<br />PERPENDICULAR TO MAIN TRAFFIC ROUTE. COORDINATE REQUIRED FINAL FINISH WITH ARCHITECT BEFORE APPLICATION.
<br />J. TESTING
<br />1. TESTING AGENCY: CONTRACTOR TO ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO PERFORM
<br />TESTING AND INSPECTION ITEMS AS DEFINED IN SECTION 014010 STRUCTURAL TESTS AND SPECIAL INSPECTIONS. CONTRACTOR
<br />IS REQUIRED TO COOPERATE WITH THE INDEPENDENT AGENCY FOR THE TESTS AND INSPECTIONS LISTED IN SECTION 014010 E
<br />STRUCTURAL TESTS AND SPECIAL! NSPECTIONS AND NOT FOR COMPLETING THOSE REQUIREMENTS.
<br />SECTION 055000 -METAL FABRICATIONS
<br />1 1 SUMMARY
<br />A. SECTION INCLUDES:
<br />1. MISCELLANEOUS STEEL FRAMING AND SUPPORTS.
<br />2, METAL LADDERS.
<br />3. METAL BOLLARDS.
<br />4. LOOSE BEARING AND LEVELING PLATES,
<br />5. STEEL PIPE HANDRAILS AND GUARDRAILS.
<br />B. PRODUCTS FURNISHED, BUT NOT INSTALLED, UNDER THIS SECTION INCLUDE THE FOLLOWING:
<br />1. LOOSE STEEL LINTELS.
<br />2. ANCHOR BOLTS, STEEL PIPE SLEEVES, SLOTTED -CHANNEL INSERTS, AND WEDGE -TYPE INSERTS INDICATED TO BE CAST INTO
<br />CONCRETE OR BUILT INTO UNIT MASONRY.
<br />1.2 ACTION SUBMITTALS
<br />A. REFER TO THE REQUIRED SUBMITTAL LOGIN SECTION 013300 -SUBMITTAL PROCEDURES.
<br />B. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION DETAILS. INCLUDE PLANS, ELEVATIONS, SECTIONS, AND DETAILS OF
<br />METAL FABRICATIONS AND THEIR CONNECTIONS. SHOW ANCHORAGE AND ACCESSORY ITEMS.
<br />C. DELEGATED -DESIGN SUBMITTAL: FOR LADDERS, HANDRAILS, AND GUARDRAILS, INCLUDING ANALYSIS DATA SIGNED AND
<br />SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION.
<br />1.3 METALS
<br />A. METAL SURFACES, GENERAL: PROVIDE MATERIALS WITH SMOOTH, FLAT SURFACES UNLESS OTHERWISE INDICATED. FOR
<br />METAL FABRICATIONS EXPOSED TO VIEW IN THE COMPLETED WORK, PROVIDE MATERIALS WITHOUT SEAM MARKS, ROLLER MARKS,
<br />ROLLED TRADE NAMES, OR BLEMISHES.
<br />B. STEEL PLATES, SHAPES, AND BARS: ASTM A 36/A 36M.
<br />C. STAINLESS -STEEL BARS AND SHAPES: ASTM A 276, TYPE 304 TYPICAL, TYPE 316L IN CORROSIVE ENVIRONMENTS
<br />D. STEEL TUBING: ASTM A 500/A 500M, COLD -FORMED STEEL TUBING.
<br />E. STEEL PIPE: ASTM A 53/A 53M, STANDARD WEIGHT (SCHEDULE 40) UNLESS OTHERWISE INDICATED.
<br />F. SLOTTED CHANNEL FRAMING: COLD -FORMED METAL BOX CHANNELS (STRUTS) COMPLYING WITH MFMA4.
<br />1. SIZE OF CHANNELS: 1-5/8 BY 1-5/8 INCHES, OR AS INDICATED IN DRAWINGS.
<br />2. MATERIAL: GALVANIZED STEEL, ASTM A 653/A 653M, STRUCTURAL STEEL, GRADE 33, WITH G90 COATING; 0.064-INCH MINIMUM
<br />NOMINAL THICKNESS.
<br />3. MATERIAL: COLD -ROLLED STEEL, ASTM A 1008/A 1008M, STRUCTURAL STEEL, GRADE 33, 0.0528-INCH MINIMUM THICKNESS;
<br />4. FINISH: REFER TO DRAWINGS.
<br />G. ALUMINUM EXTRUSIONS: ASTM B 221, ALLOY 6063-T6.
<br />H. ALUMINUM CASTINGS: ASTM B 26/B 26M, ALLOY 443.0-F.
<br />1.4 MISCELLANEOUS MATERIALS
<br />A. SHOP PRIMERS: PRIMER FORMULATED FOR EXTERIOR USE OVER ZINC -COATED METAL AND COMPATIBLE WITH FINISH PAINT
<br />SYSTEMS INDICATED.
<br />B. GALVANIZING REPAIR PAINT: HIGH -ZINC -DUST -CONTENT PAINT COMPLYING WITH SSPC-PAINT 20 AND COMPATIBLE WITH PAINTS
<br />SPECIFIED TO BE USED OVER IT.
<br />1.5 FABRICATION, GENERAL
<br />A. SHOP ASSEMBLY: PRE -ASSEMBLE ITEMS IN THE SHOP TO GREATEST EXTENT POSSIBLE, USE CONNECTIONS THAT MAINTAIN
<br />STRUCTURAL VALUE OF JOINED PIECES.
<br />B. OUT, DRILL, AND PUNCH METALS CLEANLY AND ACCURATELY. REMOVE BURRS AND EASE EDGES. REMOVE SHARP OR ROUGH
<br />AREAS ON EXPOSED SURFACES.
<br />C. WELD CORNERS AND SEAMS CONTINUOUSLY TO COMPLY WITH THE FOLLOWING:
<br />1. USE MATERIALS AND METHODS THAT MINIMIZE DISTORTION AND DEVELOP STRENGTH AND CORROSION RESISTANCE OF BASE
<br />METALS.
<br />2. OBTAIN FUSION WITHOUT UNDERCUT OR OVERLAP.
<br />3. REMOV'E'WELDING FLUX IMMEDIATELY.
<br />4. AT EXPOSED CONNECTIONS, FINISH EXPOSED WELDS AND SURFACES SMOOTH AND BLENDED.
<br />D. FORM EXPOSED CONNECTIONS WITH HAIRLINE JOINTS, FLUSH AND SMOOTH, USING CONCEALED FASTENERS OR WELDS
<br />WHERE POSSIBLE. LOCATE JOINTS WHERE LEAST CONSPICUOUS.
<br />E. FABRICATE SEAMS AND OTHER CONNECTIONS THAT ARE EXPOSED TO WEATHER IN A MANNER TO EXCLUDE WATER. PROVIDE
<br />WEEP HOLES WHERE WATER MAY ACCUMULATE.
<br />F. WHERE UNITS ARE INDICATED TO BE CAST INTO CONCRETE OR BUILT INTO MASONRY, EQUIP WITH INTEGRALLY WELDED STEEL
<br />STRAP ANCHORS NOT LESS THAN 8 INCHES FROM ENDS AND CORNERS OF UNITS AND 24 INCHES O.C.
<br />1.6 MISCELLANEOUS FRAMING AND SUPPORTS
<br />A. GENERAL: PROVIDE STEEL FRAMING AND SUPPORTS NOT SPECIFIED IN OTHER SECTIONS AS NEEDED TO COMPLETE THE
<br />WORK.
<br />B. FABRICATE UNITS FROM STEEL SHAPES, PLATES, AND BARS OF WELDED CONSTRUCTION UNLESS OTHERWISE INDICATED.
<br />FABRICATE TO SIZES, SHAPES, AND PROFILES INDICATED AND AS NECESSARY TO RECEIVE ADJACENT CONSTRUCTION.
<br />1. WHERE WOOD NAILERS ARE ATTACHED TO GIRDERS WITH BOLTS OR LAG SCREWS, DRILL OR PUNCH HOLES AT 24 INCHES O.C.
<br />1.7 METAL LADDERS
<br />A, GENERAL:
<br />1. COMPLY WITH ANSI A14.3.
<br />B. STEEL LADDERS:
<br />1. SPACE SIDERAILS 18 INCHES APART UNLESS OTHERWISE INDICATED.
<br />2. SIDERAILS: CONTINUOUS, 3/8-BY-2-1/2-INCH STEEL FLAT BARS, WITH EASED EDGES.
<br />3. RUNGS: 3/4-INCH-DIAMETER STEEL BARS.
<br />4. FIT RUNGS IN CENTERLINE OF SIDERAILS; PLUG -WELD AND GRIND SMOOTH ON OUTER RAIL FACES.
<br />5. PROVIDE NONSLIP SURFACES ON TOP OF EACH RUNG.
<br />6. PRIME EXTERIOR LADDERS, INCLUDING BRACKETS AND FASTENERS, WITH ZINC -RICH PRIMER.
<br />SECTION 024119 - SELECTIVE DEMOLITION
<br />1.1 SUMMARY: DEMOLITION AND REMOVAL OF SELECTED PORTIONS OF BUILDING OR STRUCTURE, INCLUDING SALVAGE OF
<br />EXISTING ITEMS TO BE
<br />RECYCLED.
<br />1.2 MATERIALS OWNERSHIP; UNLESS OTHERWISE INDICATED, DEMOLITION WASTE BECOMES PROPERTY OF CONTRACTOR.
<br />1.3 INFORMATIONAL SUBMITTALS; STATEMENTS OF REGFRIGERANT RECOVERY; SIGNED BY REFRIGERANT RECOVERY TECHNICIAN.
<br />1.4 QUALITY ASSURANCE: REFRIGERANT RECOVERY TECHNICIAN QUALIFICATIONS; CERTIFIED BY AN EPA- APPROVED
<br />CERTIFICA.T!ON
<br />PROGRAM.
<br />1.5 FIELD CONDITIONS
<br />A. ,ADJACENT TENANTS WILL OCCUPY PORTIONS OF BUILDING IMMEDIATELY ADJACENT TO ARES OF SELECTIVE DEMOLITION AREA.
<br />CONDUCT SELECTIVE DEMOLITION SO OTHER TENANT'S OPERATIONS WILL NOT BE
<br />DISRUPTED.
<br />B. CONDITICNS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSE WILL BE MAINTAINED BY OWNER AS FAR AS PRACTICAL.
<br />C. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN EXISTING CONDITIONS AND DRAWINGS BEFORE PROCEEDING WITH SELECTIVE
<br />DEMOLITION.
<br />D. HAZARDOUS MATERIALS; IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK.
<br />1. ANY KNOWN HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER BEFORE START OF THE WORK.
<br />2. IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER.
<br />HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE
<br />CONTRACT.
<br />E. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON -SITE IS NOT PERMITTED.
<br />F. UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING
<br />SELECTIVE DEMOLITION
<br />OPERATIONS.
<br />1. MAINTAIN FIRE -PROTECTION FACILITIES IN SERVICE DURING SELECTIVE DEMOLITION OPERATIONS
<br />1.6 PERFORMANCE REQUIREMENTS
<br />A. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE BEGINNING SELECTIVE
<br />DEMOLITION. COMPLY WITH HAULING AND LEGAL DISPOSAL REGULATIONS OF AUTHORITIES HAVING
<br />JURISDICTION.
<br />G. STANDARDS: COMPLY WITH ASSE A10.6 AND NFPA 241,
<br />1.7 EXAMINATION
<br />A. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE STARTING SELECTIVE DEMOLITION OPERATIONS.
<br />B. PERFORM AND/OR ENGAGE A PROFESSIONAL ENGINEER TO PERFORM AN ENGINEERING SURVEY OF CONDITION OF BUILDING TO
<br />DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY PORTION
<br />OF STRUCTURE OR ADJACENT STRUCTURES DURING SELECTIVE BUILDING DEMOLITION
<br />OPERATIONS.
<br />C. REFRIGERANT: BEFORE STARTING DEMOLITION, REMOVE REFRIGERANT FROM MECHANICAL EQUIPMENT ACCORDING TO 40 CFR 82 AND
<br />REGULATIONS OF AUTHORITIES HAVING JURISDICTION.
<br />1.8 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
<br />A. EXISTING SERVICES/SYSTEMS TO REMAIN: MAINTAIN SERVICES/SYSTEMS INDICATED TO REMAIN AND PROTECT THEM AGAINST
<br />DAMAGE.
<br />B. EXISTING SERVICES/SYSTEMS TO BE REMOVED, RELOCATED, OR ABANDONED: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR
<br />CAP OFF UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY DEMOLISHED.
<br />1. ARRANGE TO SHUT OFF UTILITIES WITH UTILITY COMPANIES, BUT ONLY WHEN APPLICABLE.
<br />2. IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, PROVIDE TEMPORARY
<br />SERVICES/SYSTEMS THAT BYPASS AREA OF SELECTIVE DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO
<br />OTHER PARTS OF BUILDING.
<br />3. DISCONNECT, DEMOLISH, AND REMOVE FIRE -SUPPRESSION SYSTEMS, PLUMBING, AND HVAC SYSTEMS, EQUIPMENT, AND
<br />COMPONENTS INDICATED ON DRAWINGS TO BE REMOVED.
<br />C. PIPING TO BE REMOVED: REMOVE PORTION OF PIPING INDICATED TO BE REMOVED AND CAP OR PLUG REMAINING PIPING WITH
<br />SAME OR COMPATIBLE PIPING MATERIAL.
<br />D. PIPING TO BE ABANDONED IN PLACE: DRAIN PIPING AND CAP OR PLUG PIPING WITH SAME OR COMPATIBLE PIPING MATERIAL
<br />AND LEAVE IN PLACE.
<br />E, EQUIPMENT TO BE REMOVED: DISCONNECT AND CAP SERVICES AND REMOVE EQUIPMENT.
<br />F. EQUIPMENT TO BE REMOVED AND REINSTALLED: DISCONNECT AND CAP SERVICES AND REMOVE, CLEAN, AND STORE
<br />EQUIPMENT; WHEN APPROPRIATE, REINSTALL, RECONNECT, AND MAKE EQUIPMENT OPERATIONAL.
<br />G. DUCTS TO BE REMOVED: REMOVE PORTION OF DUCTS INDICATED TO BE REMOVED AND PLUG REMAINING DUCTS WITH SAME
<br />OR COMPATIBLE DUCTWORK MATERIAL.
<br />1.9 PROTECTION
<br />A. TEMPORARY PROTECTION: PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO
<br />PEOFLE AND DAMAGE TO ADJACENT TENANT'S AND FACILITIES TO REMAIN.
<br />B. TEMPORARY SHORING: DESIGN, PROVIDE, AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED TO
<br />PRESERVE STA.BIL!TY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND FINISHES TO REMAIN, AND
<br />TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED.
<br />1.10 SELECTIVE DEMOLITION
<br />A. GENERAL.: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND
<br />AS INDICATED. USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS AND AS
<br />FOLLOWS:
<br />1. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED, USE CUTTING METHODS LEAST
<br />LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS
<br />DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING. TEMPORARILY COVER OPENINGS TO REMAIN.
<br />2. CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED
<br />SURFACES.
<br />3, DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS
<br />DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME -CUTTING
<br />OPERATIONS. MAINTAIN PORTABLE FIRE -SUPPRESSION DEVICES DURING FLAME -CUTTING OPERATIONS,
<br />4. MAINTAIN FIRE WATCH DURING AND FOR AT LEAST ONE HOUR AFTER FLAME -CUTTING OPERATIONS.
<br />5. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS
<br />ON SUPPORTING WALLS, FLOORS, OR FRAMING,
<br />6. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY. COMPLY WITH REQUIREMENTS IN SECTION 017419
<br />"CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL." i
<br />B. SITE ACCESS AND TEMPORARY CONTROLS: CONDUCT SELECTIVE DEMOLITION AND DEBRIS -REMOVAL OPERATIONS TO
<br />ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED
<br />FACILITIES.
<br />C. REMOVED AND REINSTALLED ITEMS:
<br />1. CLEAN AND REPAIR ITEMS TO FUNCTIONAL CONDITION ADEQUATE FOR INTENDED REUSE.
<br />2, PACK OR CRATE ITEMS AFTER CLEANING AND REPAIRING. IDENTIFY CONTENTS OF CONTAINERS,
<br />D. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING
<br />SELECTIVE DEMOLITION. WHEN PERMITTED BY ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE
<br />LOCATION DURING SELECTIVE DEMOLITION AND CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS AFTER SELECTIVE
<br />DEMOLITION OPERATIONS ARE COMPLETE.
<br />1.11 CLEANING
<br />A. REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND RECYCLE OR DISPOSE OF THEM LAWFULLY,
<br />B. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION
<br />OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN.
<br />SECTION 033000 E CAST] 1WPLACE CONCRETE
<br />1.1 GENERAL NOTES:
<br />A. MEASURING, MIXING AND PLACING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 304.
<br />B. PROTECTION AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACi 305,306 AND 308
<br />C. ALL PERTINENT SECTIONS OF ACI 318 SHALL APPLY.
<br />1.2 STEEL REINFORCEMENT:
<br />A. REINFORCING BARS: ASTM A 615, GRADE 60, DEFORMED,
<br />B. PLAIW,STEEL WELDED WIPE FABRIC: ASTM A 185, FABRICATED FROM AS EDRAWN STEEL WIRE INTO FLAT SHEETS
<br />C. REINFORCING STEEL SHALL BE FABRICATED AND PLACED IN ACCORDANCE WITH THE ACI 315.
<br />1.3 CONCRETE MATERIALS:
<br />A. PORTLAND CEMENT: ASTM C 150, TYPE I/11.
<br />1. FLY ASH: ASTM C 618, CLASS C OR F.
<br />2. GROUND GRANULATED BLAST 6FURN.ACE SLAG: ASTM C 989, GRADE 100 OR 120.
<br />B. BLENDED HYDRAULIC CEMENT: ASTM C 595, TYPE IS, PORTLAND BLAST EFURNACE SLAG CEMENT.
<br />C. SILICA FUME: ASTM C 1240 AMORPHOUS SILICA.
<br />D. NORMALEWEIGHT AGGREGATE: ASTM C 33, UNIFORMLY GRADED, AND AS FOLLOWS:
<br />1. CLASS: SEVERE WEATHERING REGION, BUT NOT LESS THAN 3S TYPICAL EXCEPT NOT LESS THAN 4S FOR CONCRETE
<br />PAVEMENTS, BRIDGE DECKS, DRIVEWAYS AND CURBS, WALKS, PATIOS, GARAGE FLOORS, EXPOSED FLOORS AND PORCHES, OR
<br />WATERFRONT STRUCTURES EXPOSED TO FREQUENT WETTING OR NOT LESS THAN 5S FOR EXPOSED ARCHITECTURAL CONCRETE.
<br />2. NOMINAL MAXIMUM AGGREGATE SIZE: 1 INCH.
<br />E. WATER: POTABLE AND COMPLYING WITH ASTM C 94.
<br />1.4 CONCRETE MIXES
<br />A. FOUNDATION WALL AND INTERIOR CONCRETE:
<br />1. COMPRESSIVE STRNEGTH: 3,500 PSI AT 28 DAYS
<br />2. SLUMP: 2 TO 4 INCHES
<br />B. CONCRETE EXPOSED TO WEATHER:
<br />1. COMPRESSIVE STRNEGTH: 4,500 PSI AT 28 DAYS
<br />2, SLUMP: 2 TO 3 INCHES
<br />C. INTERIOR FLOOR SLABS: 4,000 PSI AT 28 DAYS.
<br />1. COMPRESSIVE STRNEGTH: 4,000 PSI AT 28 DAYS
<br />2. SLUMP: 2 TO 4 INCHES
<br />1.5 ADMIXTURES
<br />A. GENERAL: ADMIXTURES CERTIFIED BY MANUFACTURER TO CONTAIN NOT MORE THAN PA PERCENT WATER SOLUBLE
<br />CHLORIDE IONS BY MASS OF CEMENTITIOUS MATERIAL AND TO BE COMPATIBLE WITH OTHER ADMIXTURES AND CEMENTITIOUS
<br />MATERIALS. DO NOT USE ADMIXTURES CONTAINING CALCIUM CHLORIDE.
<br />B. AIREENTRAINING ADMIXTURE: ASTM C 260.
<br />C. WATEREREDUCING ADMIXTURE: ASTM C 494, TYPE A.
<br />D. HIGHCRANGE, WATER EREDUCING ADMIXTURE: ASTM C 494, TYPE F. �
<br />E. WATEREREDUCING AND ACCELERATING ADMIXTURE: ASTM C 494, TYPE E.
<br />F. WATEREREDUCING AND RETARDING ADMIXTURE: ASTM C 494, TYPE D.
<br />.6 FIBER REINFORCEMENT
<br />A. SYNTHETIC FIBER: FIBRILLATED POLYPROPYLENE FIBERS ENGINEERED AND DESIGNED FOR USE IN CONCRETE, COMPLYING
<br />WITH ASTM C 1116, TYPE Ill, 112 E TO I A/21LNCHES LONG.
<br />1.7 REPAIR MATERIALS
<br />A. REPAIR UNDERLAYMENT: CEMENT Li BASED, POLYMER. 0MODIFIED, SELF C LEVELING PRODUCT THAT CAN BE APPLIED IN
<br />THICKNESSES FROM 118 INCH AND THAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOOR ELEVATIONS,
<br />1. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED IN ASTM C
<br />219.
<br />2. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER RECOMMENDED FOR SUBSTRATE, CONDITIONS, AND APPLICATION.
<br />3. AGGREGATE: WELL oGRADED, WASHED GRAVEL, 1/8 C TO 1/4ANCH OR COARSE SAND AS RECOMMENDED BY UNDERLAYMENT
<br />MANUFACTURER.
<br />4. COMPRESSIVE STRENGTH: NOT LESS THAN 4100 PSI AT 28 DAYS WHEN TESTED ACCORDING TO ASTM C 109/C 109M.
<br />B. REPAIR T OPPING: TRAFFIC EBEARING, CEMENTuBASED, POLY1%oiER SiMODiFLEC', SELF; LEVELING PRODUCT THAT CAN UE APPLIED
<br />IN THICKNESSES FROM 1/4 CINCH.
<br />CEMENT BINDER: ASTM C 150, PORTLAND CEMENT OR HYDRAULIC OR BLENDED HYDRAULIC CEMENT AS DEFINED IN ASTM C
<br />219.
<br />2. PRIMER: PRODUCT OF TOPPING MANUFACTURER RECOMMENDED FOR SUBSTRATE. CONDI T IONS, AND APPLICATION.
<br />3. AGGREGATE: WELL °GRADED, WASHED GRAVEL, 1r8 E TO 1/4CI1J.CH OR COARSE SAND AS RECCM4MENDED BY rOPPING
<br />MANUFACTURER.
<br />4. COMPRESSIVE STRENGTH: NOT LESS THAN 5700 PSI AT 28 DAYS WHEN TESTED A,,CORDIMdG TO ASTM C 108rC i,19M.
<br />1.8 VAPOR BARRIER
<br />A. PLASTIC VAPOR BARRIER: ASTM E 1745, CLASS A, NOT LESS THAN 15 MILS THICK; INCLUDE MANUFACTURER'S RECOMMENDED
<br />ADHESIVE OR PRESSURE ESENSITIVE TAPE.
<br />B. VAPOR BARRIER SHALL COMPLY WITH THE FOLLOWING QUALITIES-
<br />Q. PERMEANCE OF LESS THAN 0.01 PERMS PER ASTM F 1249 OR ASTM E 96.
<br />a. MAINTAIN PERMEANCE OF LESS THAN 0.01 PERMS AFTER. MANDATORY COiND!TIONING TESTS PER ASTH E 15A SECTIONS 8, 11,
<br />12, AND 13.
<br />SECTION 055000 - METAL FABRICATIONS (CONTINUED)
<br />1.8 LADDER SAFETY CAGES
<br />A. PROVIDE SAFETY CAGES FOR LADDERS LONGER THAN 20 FEET PER OSHA.
<br />B. FABRICATE LADDER SAFETY CAGES TO COMPLY WITH ANSI A14.3. ASSEMBLE BY WELDING OR VV! T H STAINLESS -STEEL
<br />FASTENERS.
<br />C. PROVIDE PRIMARY HOOPS AT TOPS AND BOTTOMS OF CAGES AND SPACED NOT MORE THAN 20 FEET O.C. PROVIDE
<br />SECONDARY INTERMEDIATE HOOPS SPACED NOT MORE THAN 48 INCHES O.0 BETWEEN PRIMARY HOOPS.
<br />D. PRIME STEEL LADDER SAFETY CAGES, INCLUDING BRACKETS AND FASTENERS, WITH ZINC -RICH PRIMER.
<br />1.9 METAL BOLLARDS
<br />A. FABRICATE METAL BOLLARDS FROM SCHEDULE 40 STEEL PIPE.
<br />B. SIZE: 6 INCHES NOMINAL DIAMETER UNLESS INDICATED OT
<br />HERWISE ON DRAWINGS,
<br />C. FILL STEEL PIPE WITH CONCRETE TO TOP AND PROVIDE 1 INCH CROWN.
<br />D. PRIME BOLLARDS WITH ZINC -RICH PRIMER,
<br />E. FINISH PAINT "SAFETY YELLOW" UNLESS INDICATED OTHERWISE.
<br />1.10 LOOSE BEARING AND LEVELING PLATES
<br />A. PROVIDE LOOSE BEARING AND LEVELING PLATES FOR STEEL ITEMS BEARING ON MASONRY OR CONCRETE CONSTRUCTION.
<br />DRILL PLATES TO RECEIVE ANCHOR BOLTS AND FOR GROUTING.
<br />1.11 EXTERIOR STEEL PIPE HANDRAILS AND GUARDRAILS
<br />A. DELEGATED DESIGN: ENGAGE A QUALIFIED PROFESSIONAL ENGINEER. AS DEFINED iN SECT;CN G140G0 "QUALI I'Y
<br />REQUIREMENTS," TO DESIGN RAILINGS, INCLUDING ATTACHMENT TO BUILDING CONSTRUCTION.
<br />B. STRUCTURAL PERFORMANCE: RAILINGS, INCLUDING ATTACHMENT T O BI iiLDING CONSTRUCTOOM,:. SHALL'W:T. Si AND I .-
<br />EFFECTS OF GRAVITY LOADS .AND THE FOLLOWING LOADS AND S REUSES'WITHIN LIMITS AND UNDER r ONDIT!UNS INUIC.A i ED,
<br />HANDRAILS AND TOP RAILS OF GUARDS:
<br />a. UNIFORM LOAD OF 50 LBF/ FT APPLIED IN ANY DIRECTION.
<br />b. CONCENTRATED LOAD OF 200 LBF APPLIED IN ANY DIRECTION.
<br />UNIFORM AND CONCENTRATED LOADS NEED NOT BE ASSUME) T O r+CT CONCURREN i+_Y.
<br />2. INFILL OF GUARDS:
<br />a. CONCENTRATED LOAD OF 50 LB/FT APPLIED HORIZ0NT,4L Y ON AN ARE4 OF 1 SQ FT.
<br />b. INFILL LOAD AND OTHER LOADS NEED NOT BE ASSUMED T 0 ACT CONC,'URRENTLY.
<br />C.
<br />C. PIPE: ASTM A 53/A 53M, TYPE F OR TYPE S, GRADE A. STANDARD WEIGHT ;SCHEDULE 401, UNLESS ANOTHER GRADE AND
<br />WEIGHT ARE REQUIRED BY STRUCTURAL LOADS,
<br />SIZE:
<br />a. HANDRAIL: 1-1/2 INCH OUTSIDE DIAMETER.
<br />b. GUARDRAILS, POSTS, AND INFILL MEMBERS: 1-1/2 INCH OUTSIDE DiAMcTER, T+P!CPI
<br />D. 2 INCHES WHERE REQUIRED STRUCTURAL LOAD CONDITIONS,
<br />E PRIME STEEL PIPE HANDRAILS AND GUARDRAILS, INCLUDING POSTS AND INFILL MEMSERS, WITH ZINC -RICH PRIMER.
<br />E. FINISH: AS INDICATED IN DRAWINGS.
<br />G. FABRICATION:
<br />CUT, DRILL, AND PUNCH METALS CLEANLY AND ACCURATELY. REMOVE BURRS AND EASE EDGES TO A RADIUS OF
<br />APPROXIMATELY 1/32 INCH UNLESS OTHERWISE INDICATED. REMOVE SHARP OR ROUGH AREAS ON EXPOSED SURFACES.
<br />2. WELDED CONNECTIONS: COPE COMPONENTS AT CONNECTIONS TO PROVIDE CLOSE FT, OR USE FITTINGS DESIGNED FOR
<br />THIS PURPOSE, WELD ALL AROUND AT CONNECTIONS, INCLUDING AT FITTINGS.
<br />3, FORM CHANGES IN DIRECTION BY BENDING.
<br />4. FOR CHANGES INDIRECTION MADE BY BENDING, USE JIGS TO PRODUCE UNIFORVi %LiRVATURE FOE! EACH REPETITIVE
<br />CONFIGURATION REQUIRED. MAINTAIN CROSS SECTION OF MEMBER THROUGHOUT ENTIRE BEND'WITHOU T BUCKLING,
<br />TWISTING, CRACKING, OR OTHERWISE DEFORN41NG EXPOSED SURFACES OF COMPONENTS,
<br />5. WELD CAPS TO EXPOSED ENDS OF HANDRAILS OR GUARDRAILS WITH 1/8 INCH MINIMUM STEEL PLATE AND GRIND SMOOTH.
<br />6. PROVIDE WALL RETURNS AT ENDS OF WALL -MOUNTED HANDRAILS UNLESS OTHERWISE INDICATED.
<br />7. BRACKETS, FLANGES, FITTINGS, AND ANCHORS: PROVIDE WALL BRACKETS, FLANGES, MISCELLANEOUS FITTINGS, AND
<br />ANCHORS TO INTERCONNECT RAILING MEMBERS TO OTHER WORK UNLESS OTHERWISE INDICATED.
<br />1.12 LOOSE STEEL LINTELS
<br />A. FABRICATE LOOSE STEEL LINTELS FROM STEEL ANGLES AND SHAPES OF SIZE INDICATED FOR OPENINGS AND RECESSES IN
<br />MASONRY WALLS AND PARTITIONS AT LOCATIONS INDICATED,
<br />B. GALVANIZE LOOSE STEEL LINTELS LOCATED IN EXTERIOR WALLS, UNLESS NOTED OTHERWISE.
<br />C. PRIME LOOSE STEEL LINTELS LOCATED IN EXTERIOR WALLS WITH ZINC -RICH PRIMER WHERE INDICATED.
<br />1.13 FINISHES, GENERAL
<br />A. FINISH METAL FABRICATIONS AFTER ASSEMBLY,
<br />1,14 STEEL ANDIRON FINISHES
<br />A. GALVANIZING: HOT -DIP GALVANIZE ITEMS AS INDICATED TO COMPLY WITH AG v' A 15+/A 153M FOR STEEL AND IRON
<br />HARDWARE AND WITH ASTM A 123/A 123M FOR OTHER STEEL .AND IRON PRODUCTS
<br />B. SHOP PRIME IRON AND STEEL ITEMS NOT INDICATED TO BE GALVANIZED UNLESS THEY ARE I U SE EMBEDDED IMv COM` CRATE,
<br />SPRAYED -ON FIREPROOFING, OR MASONRY, OR UNLESS OTHERWISE INi7!CATED
<br />SHOP PRIME WITH UNIVERSAL SHOP PRIMER UNLESS PRIMERS SPECIFIED IN SECTION !)95 -Yj "H,41. J ;',ZE I'"iDI'1'1 TE^.
<br />C. PREPARATION FOR SHOP PRIMING: PREPARE SURFACES TO COMPLY WIT;; REOU!REM-EN T S ii',001!;' I=D 6ELC`W-
<br />EXTERIOR ITEMS: SSPC-SP 6/NACE NO 3, "COMMERC!Ai. BLAST CLFAN! ":G."
<br />2. ITEMS INDICATED TO RECEIVE ZINC -RICH PRIMER: SSPC-SP 51NACE NO.3,' COid MERC!AL BLAST CLEA.-,!iNG."
<br />3, ITEMS INDICATED TO RECEIVE PRIMERS SPECIFIED IN SECTION 099100 "PAINT": SSPC-SP S/NACE NO 3, CMMM6ER.CiA'_ EL4S?
<br />CLEANING."
<br />4. OTHER ITEMS: SSPC-SP 3, "POWER TOOL CLEANING."
<br />D. SHOP PRIMING: APPLY SHOP PRIMER TO COMPLY WITH SGPC-PA 1, "PAINT APPLICATiON SPECIFICATION NO. 1: SHOP, FIELD,
<br />AND MAINTENANCE PAINTING OF STEEL,' FOR SHOP PAINI I`vG.
<br />1.15 INSTALLATION, GENERAL
<br />A. CUTTING, FITTING, AND PLACEMENT: PERFORM CUTTING. DRILLING. AND FITTING REQUIRED FOR INSTALLING METAL
<br />FABRICATIONS. SET METAL FABRICATIONS ACCURATELY IN LOCATION. ALIGNMENT, AND ELEVATION; WITH EDGES AND
<br />SURFACES LEVEL, PLUMB, TRUE, AND FREE OF RACK: AND MEASURED FR'IM ESTACUSHED LNES ANDLEVELS.
<br />B. FIT EXPOSE CONNECTIONS ACCURATELY TOGETHER TC FORM HAIRLINE JOINTS. WELD CONNECTIONS THAT ARE NOT TO
<br />BE LEFT AS EXPOSED JOINTS BUT CANNOT BE SHOP VVELDED 6ECAUSE (:,F SH!FP!NG SI::c LUA:TAT10NS. CC) NOT WELD; CU `' OP,
<br />ABRADE SURFACES OF EXTERIOR UNITS THAT HAVE BEEN HOT-D!P GAL`VA.!NIZEI� AFTER FASR.!CA.Tir0N Air, ERE FGR Bl:'LT: EC OR
<br />SCREWED FIELD CONNECTIONS.
<br />C. FIELD WELDING: COMPLY WITH THE FOLLOWING REQUIREMENTS:
<br />USE MATERIALS AND METHODS THAT MINIMIZE DISTORTION AND DEVELOP STRENGTH AND CORROSION RESISTANCE OF
<br />BASE METALS.
<br />2. OBTAIN FUSION WITHOUT UNDERCUT OR OVERLAP.
<br />3. REMOVE WELDING FLUX IMMEDIATELY.
<br />4. AT EXPOSED CONNECTIONS, FINISH EXPOSED WELDS AND SURFACES SMOOTH AND BLENDED SO NO ROUGHNESS SHOWS
<br />AFTER FINISHING AND CONTOUR OF WELDED SURFACE h'LATrHES THAT OF ADJArEntT SURFACE.
<br />D FASTENING TO IN -PLACE CONSTRUCTION: PROVIDE ANCHORAGE DEVir;ES AND FASTENEPS WHERE METAI FABRICATIONS
<br />ARE REQUIRED TO BE FASTENED TO IN -PLACE CONSTRUCTION.
<br />E. PROVIDE TEMPORARY BRACING OR ANCHORS IN FORIMWORK FOR ITEMS THAT ARE TO BE BUILT INTO CONCRETE, MASONRY,
<br />OR SIMILAR CONSTRUCTION.
<br />1.16 ADJUSTING AND CLEANING
<br />A. TOUCHUP PAINTING: IMMEDIATELY AFTER ERECTION, CLEAN FIELD WELDS, BOLTED CONNECTIONS. AND ABRADED AREAS.
<br />PAINT UNCOATED AND ABRADED AREAS WITH THE SAME MATERIAL AS USE FOR SHOP PAINTING TO COi✓PLY WITH SSPC,-PA 1
<br />FOR TOUCHING UP SHOP -PAINTED SURFACES.
<br />B. GALVANIZED SURFACES: C�•EAN FIELD WELDS, BOLTED CONNECTIONS, AND ABRADED AREAS AND REPAIR GALVANIZING TO
<br />COMPLY WITH ASTM A 780/A 780M.
<br />SECTION 061053 MISCELLANEOUS ROUGH CARPENTRY
<br />1.1 GENERAL: PROVIDE MISCELLANEOUS ROUGH CARPENTRY.
<br />A. STANDARDS: COMPLY WITH REQUIREMENTS OF AMERICAN PLYWOOD ASSOCIATION (APA) AND OTHER APPLICABLE CODE
<br />REQUIREMENTS.
<br />B. PLYWOOD: PROVIDE MINIMUM APA C-D EXTERIOR (CDX) PLYWOOD; STRESS RATED WHERE SPANNING SUPPORTING
<br />MEMBERS; FIRE -RETARDANT TREATED; MINIMUM 3/4" THICK UNLESS OTHERWISE INDICAT ED.
<br />PLYWOOD STANDARD: COMPLY WITH PS1 (ANSI A199.1).
<br />2. PLYWOOD PANEL BOARDS: PROVIDE PANEL BOARDS FOR ELECTRICAL AND COMMUNICATION PANEL BOARDS; APA
<br />PLUGGED, INTERIOR TYPE PLYWOOD WITH EXTERIOR GLUE, FIRE -RETARDANT TREATED; MINIMUM,1.12" TRICK.
<br />3. PLYWOOD BACKING PANELS: DOC PS 1, EXPOSURE 1, C-D PLUGGED, F!Rr RE-TI RDAN T TREAl EO NO- LESS THAN, :;Z
<br />THICKNESS.
<br />C. FASTENERS: PROVIDE FASTENERS AS REQUIRED FOR C01;PLETE, SECURE INSTAi. A,TiOIN OF crilS';:LLANE IS ;it i:: H
<br />CARPENTRY;
<br />D. GALVANIZED AT EXTERIOR LOCATIONS AND WHEN LIFD VVITH PRES UR'c;TREr?TED'vJ:;00: SIZE ANU TYPE TO SUIT
<br />APPLICATION; PROVIDE
<br />E. WASHERS FOR NUTS AND BOLTS.
<br />1.2 INSTALLATION: COMPLY WITH REFERENCED STANDARCS AND APPL!CABLh CODE REOUIREIMENTS.
<br />A. PLYWOOD: COMPLY WITH APA RECOMMENDATIONS FOR FABRICATION AND INSTALLATION.
<br />B. PLACE MISCELLANEOUS ROUGH CARPENTRY TRUE TO LINES AND LE'V ELS.
<br />C. COORDINATE LOCATION SO ATTACHED WORK WILL COMPLY WITH DESIC--,N REQUIREMENT AND BE PROPERLY LOCATEr,.
<br />D. CONSTRUCT MEMBERS OF CONTINUOUS PIECES OF LONGEST POSSIBLE LENGTHS.
<br />E. FIT CARPENTRY WORK. TO OTHER WORK; SCRIBE AND COPE AS REQUIRED FOR ACCURATE FIT.
<br />F. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES BY ANCHORING AND FAST EEING AS REQUIRES BY RECOGNIZED
<br />STANDARDS,
<br />G. PROVIDE WASHERS UNDER BOLT HEADS AND NUTS IN CCNTAC•T'0!t'rH, 'ffi")0D
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<br />Tampa, Fr>ric--i 31 460
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<br />rights reserved 2017
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<br />GENESIS ENGINEER GROUP, LLC
<br />CONTACT: MIKE HANEY
<br />1000 N. ASHLEY DR. #900
<br />TAiv11FA. FL
<br />PHONE: 813.54`16A�5
<br />GENESIS ENGINEER GROUP, LLC
<br />CONTACT: MIKE HAKE`,'
<br />1000 N. ASHLEY DR #900
<br />TAMPA, FL
<br />PHONE: 813 523.655
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