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<br />011000 SUMMARY
<br />A. THIS SPECIFICATION IDENTIFIES REQUIREMENTS FOR SEVERAL PROJECTS, AND MAY
<br />CONTAIN ELEMENTS WHICH DO NOT APPLY TO THIS PARTICULAR PROJECT. REFER TO THE
<br />DRAWINGS TO DETERMINE WHETHER THE SPECIFIED ELEMENT APPLIES TO THIS PROJECT.
<br />B. COMPLY WITH CODES, ORDINANCES, RULES, REGULATION, ORDERS AND OTHER LEGAL
<br />REQUIREMENTS OF PUBLIC AUTHORITIES WHICH GOVERN THE PERFORMANCE OF THE
<br />WORK.
<br />C. DEFINITIONS:
<br />1. LANDLORD: MALL DEVELOPER OR BUILDING OWNER.
<br />2. T-MOBILE: T-MOBILE OR T-MOBILES REPRESENTATIVE (JLL), TENANT.
<br />3. USE OF PREMISES: COORDINATE WITH T-MOBILE.
<br />4. SPECIAL WORK REQUIREMENTS (INCLUDING ALLOWABLE TIMES FOR WORK):
<br />COORDINATE WITH T-MOBILE.
<br />5. WORK PERFORMED BY T-MOBILE UNDER SEPARATE CONTRACTS (FOIO): COORDINATE
<br />WITH T-MOBILE.
<br />6. T-MOBILE FURNISHED CONTRACTOR INSTALLED (FOIC) ITEMS: COORDINATE WITH
<br />T-MOBILE.
<br />7. APPLICATIONS FOR PAYMENT: COORDINATE WITH T-MOBILE.
<br />8. REQUESTS FOR INTERPRETATION (RFIS): RFIS SHALL BE SUBMITTED TO T-MOBILE'S
<br />REPRESENTATIVE WHO WILL CONTACT THE ARCHITECT ON AN AS -NEEDED BASIS.
<br />9. "PROVIDE" MEANS TO FURNISH, FABRICATE, DELIVER, INSTALL AND ERECT, AND
<br />CONNECT, INCLUDING ALL LABOR, MATERIALS, EQUIPMENT, APPARATUS,
<br />APPURTENANCES AND EXPENSES NECESSARY TO COMPLETE IN PLACE, READY FOR
<br />OPERATION AND USE, UNDER THE TERMS OF THE CONTRACT DOCUMENTS.
<br />10. "AS SHOWN", "AS DETAILED", "AS INDICATED" OR WORDS OF SIMILAR IMPORT MEAN AS
<br />INDICATED ON THE DRAWINGS.
<br />11. "APPROVED EQUAL", "OR EQUAL", "OR APPROVED EQUAL" MEANS AS APPROVED AND
<br />ACCEPTED BY THE ARCHITECT AS DEFINED IN SECTION 01600 OF THE SPECIFICATIONS.
<br />12. "SHALL" IS MANDATORY,
<br />013119 PROJECT MEETINGS
<br />A. PROJECT MEETINGS BETWEEN T-MOBILE AND CONTRACTOR WILL BE SCHEDULED BY
<br />T-MOBILE
<br />B. ARCHITECT'S ATTENDANCE WILL BE UPON WRITTEN REQUEST OF T-MOBILE'S
<br />REPRESENTATIVE.
<br />014000 - PROJECT COORDINATION
<br />A. THE G.C. SHALL BE RESPONSIBLE FOR ALL PROJECT COORDINATION. COORDINATE THE
<br />WORK OF ALL SUBCONTRACTORS IN CONJUNCTION WITH T-MOBILE'S CONTRACTORS AND
<br />VENDORS.
<br />B. PREPARE DETAILED SCHEDULE OF OPERATIONS OF ALL SUBCONTRACTORS ON THE
<br />PROJECT AND MONITOR SCHEDULES AS WORK PROGRESSES.
<br />C. REPORT NON-COMPLIANCE TO ARCHITECT, WITH RECOMMENDATION TO REMEDY.
<br />D. MAINTAIN COST ACCOUNTING RECORDS FOR AUTHORIZED WORK PERFORMED, ACTUAL
<br />COSTS FOR LABOR AND MATERIALS, AND OTHER WORK REQUIRING ACCOUNTING
<br />RECORDS.
<br />E. REVIEW SUBCONTRACTOR'S REQUESTS FOR CHANGES AND FOR SUBSTITUTIONS; SUBMIT
<br />RECOMMENDATIONS TO T-MOBILE CONSTRUCTION PROJECT MANAGER AND PROCESS
<br />CHANGE ORDERS.
<br />F. PERMITS AND FEES: VERIFY THAT SUBCONTRACTORS HAVE OBTAINED ALL PERMITS
<br />REQUIRED FOR INSPECTIONS AND TEMPORARY FACILITIES.
<br />G. INTERPRETATIONS OF CONTRACT DOCUMENTS: CONSULT WITH ARCHITECT TO OBTAIN
<br />INTERPRETATIONS. ASSIST IN RESOLUTION OF QUESTIONS WHICH ARISE. TRANSMIT
<br />WRITTEN INTERPRETATIONS TO CONCERNED PARTIES.
<br />SECTION 014500 - QUALITY CONTROL
<br />A. STANDARDS: COMPLY WITH INDUSTRY TANDARDS EXCEPT WHEN MORE RESTRICTIVE
<br />TOLERANCES OR SPECIFIED REQUIREMENTS INDICATE MORE RIGID STANDARDS OR MORE
<br />PRECISE WORKMANSHIP.
<br />B. PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE
<br />CODES, ORDINANCES, LAWS, REGULATIONS, SAFETY ORDERS, AND DIRECTIVES FROM
<br />AUTHORITIES HAVING JURISDICTION OVER THE WORK.
<br />C. PERFORM WORK WITH PERSONS QUALIFIED TO PRODUCE WORKMANSHIP OF SPECIFIED
<br />QU
<br />ALITY.
<br />D. INSTALL PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER / RECOMMENDATIONS.
<br />WHERE CONFLICT BETWEEN MANUFACTURER / RECOMMENDATIONS AND THE SPECIFIED
<br />REQUIREMENTS IS DISCOVERED, NOTIFY THE ARCHITECT IMMEDIATELY,
<br />015000 TEMPORARY FACILITIES AND CONTROL
<br />A. ALL TEMPORARY FACILITIES AND CONTROLS, INCLUDING THE FOLLOWING, ARE TO BE
<br />COORDINATED ENTIRELY WITH T-MOBILE.
<br />1. TEMPORARY UTILITIES, INCLUDING ELECTRICITY, LIGHTING, HEATING AND
<br />VENTILATION, WATER AND TELEPHONE.
<br />2. DUST CONTROL.
<br />3. BARRIERS AND ENCLOSURES.
<br />4. SECURITY.
<br />5. CONTRACTOR DESIGNATED AREAS, INCLUDING PARKING AND STORAGE.
<br />016000 PRODUCT REQUIREMENTS
<br />A. SUBSTITUTIONS
<br />1. SUBSTITUTIONS WILL NOT BE ALLOWED UNLESS APPROVED BY T-MOBILE.
<br />2. ARCHITECT WILL DETERMINE ACCEPTABILITY OF PROPOSED SUBSTITUTION, AND WILL
<br />NOTIFY CONTRACTOR OF ACCEPTANCE OR REJECTION WITHIN A REASONABLE TIME IN
<br />WRITING.
<br />3. SUBSTITUTIONS WILL NOT BE CONSIDERED IF THEY ARE INDICATED OR IMPLIED ON
<br />SHOP DRAWINGS OR PROJECT DATA SUBMITTALS WITHOUT FORMAL WRITTEN
<br />REQUEST, OR IF ACCEPTANCE WILL REQUIRE SUBSTANTIAL REVISION OF CONTRACT
<br />DOCUMENTS.
<br />B. KEEP FINISHED SURFACES CLEAN AND UNMARRED UNTIL THE DATE OF ACCEPTANCE.
<br />C. PRODUCTS SHALL BE NEW, OF THE TYPE SPECIFIED, AND FURNISHED IN AMPLE
<br />QUANTITIES TO FACILITATE PROPER AND TIMELY EXECUTION OF THE WORK.
<br />017329 CUTTING AND PATCHING
<br />A REPAIR EXISTING SURFACES AND CONSTRUCTION AS NECESSARY TO MAKE WORK
<br />COMPLETE, WITH ALL COMPONENTS MATCHING AND CONSISTENT.
<br />B. PROVIDE A SMOOTH, EVEN, AND INVISIBLE TRANSITION TO NEW CONSTRUCTION.
<br />C. SEAL ALL PENETRATIONS IN WALLS, FLOORS AND CEILINGS AS REQUIRED TO MAINTAIN
<br />FIRE RATING AND BY JURISDICTION HAVING AUTHORITY. MAJOR PATCHING PROCEDURES
<br />SHALL BE REVIEWED WITH THE
<br />D. T-MOBILE AND THE BUILDING OWNER, PRIOR TO PROCEEDING.
<br />E. EXISTING SPRAYED FIREPROOFING WHERE OCCURS: PATCH AND REPAIR EXISTING
<br />SPRAYED FIREPROOFING TO MATCH THE FIRE -RATING OF THE EXISTING CONSTRUCTION.
<br />HAND PATCH USING UL-APPROVED MATERIALS AND PROCEDURES.
<br />F. PATCHING OF EXISTING CONCRETE SLABS ON GRADE: IN ACCORDANCE WITH SECTION
<br />030133.
<br />G. X-RAY CONCRETE SLABS PRIOR TO ANY SAW -CUTTING FOR AREAS WITH POSSIBLE POST
<br />TENSIONED SLABS
<br />017700 CLOSEOUT PROCEDURES
<br />A. AS -BUILT DOCUMENTS: RECORD DOCUMENTS, PROVIDED BY THE CONTRACTOR, WHICH
<br />EXACTLY INDICATE "AS -BUILT" CONDITIONS, WILL BE AS REQUIRED BY T-MOBILE AND
<br />LOCATED PER NOTES ON THE FLOOR PLAN SHEETS.
<br />B. OPERATION AND MAINTENANCE MANUALS WILL BE AS REQUIRED BY T-MOBILE.
<br />C. PROJECT CLOSEOUT DOCUMENTS, INCLUDING WARRANTY, GUARANTEES AND REQUEST
<br />FOR FINAL PAYMENT, WILL BE AS REQUIRED BY T-MOBILE.
<br />D r{ ISIr-
<br />024119 SELECTIVE DEMOLITION
<br />A. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE THE
<br />WORK. WHERE DEMOLITION EXCEEDS THAT INDICATED, VERIFY SUCH DEMOLITION WITH
<br />THE ARCHITECT PRIOR TO PROCEEDING.
<br />B. PROTECT EXISTING STRUCTURAL MEMBERS. CONTACT THE ARCHITECT PRIOR TO
<br />MODIFYING STRUCTURAL MEMBERS BEYOND THE EXTENT INDICATED. CEASE OPERATIONS
<br />AND NOTIFY THE ARCHITECT IMMEDIATELY IF CONTINUED DEMOLITION OPERATIONS MIGHT
<br />ENDANGER THE EXISTING STRUCTURE.
<br />C. DURING DEMOLITION OPERATIONS, NOTIFY THE ARCHITECT OF ALL CONDITIONS WHICH
<br />DIFFER SUBSTANTIALLY FROM THOSE INDICATED, SPECIFIED, OR EXPECTED. NOTIFY THE
<br />ARCHITECT IF PREVIOUSLY UNKNOWN OPERATIONAL, OR POTENTIALLY OPERATIONAL
<br />ELEMENTS, ARE UNCOVERED DURING DEMOLITION OPERATIONS. PERFORM NO
<br />DEMOLITION IN SUCH AREAS, UNLESS APPROVED BY THE ARCHITECT.
<br />D. PROVIDE TEMPORARY SHORING AS REQUIRED TO SUPPORT EXISTING CONSTRUCTION
<br />AGAINST MOVEMENT OR OVERLOAD DURING DEMOLITION OPERATIONS, UNTIL PERMANENT
<br />SUPPORTS ARE IN PLACE.
<br />E. EXCEPT WHERE NOTED OR SPECIFIED OTHERWISE, TAKE POSSESSION OF MATERIALS
<br />BEING DEMOLISHED, AND IMMEDIATELY REMOVE FROM SITE. DO NOT OVERLOAD EXISTING
<br />CONSTRUCTION TO REMAIN WITH DEMOLISHED MATERIALS.
<br />F. CAREFULLY REMOVE, STORE, AND PROTECT ALL MATERIALS AND COMPONENTS TO BE
<br />REUSED.
<br />G. WHERE POSSIBLE WITHOUT DAMAGE, REMOVE, STORE, AND PROTECT EXISTING
<br />MATERIALS AND COMPONENTS NOT NOTED FOR REMOVAL, WHICH IF REMOVED, WOULD
<br />FACILITATE THE NEW CONSTRUCTION AND RECONDITIONING.
<br />H. CAREFULLY REMOVE, PROTECT, AND TURN OVER AS DIRECTED, MATERIALS AND
<br />COMPONENTS CLAIMED BY T-MOBILE FOR SALVAGE. PRIOR TO DEMOLITION, CONTACT THE
<br />T-MOBILE TO DETERMINE WHICH ITEMS WILL BE CLAIMED.
<br />I. WHERE CUT EDGES OF THE EXISTING CONSTRUCTION WILL BE VISIBLE IN THE COMPLETED
<br />WORK, CUT IN UNIFORM STRAIGHT LINES. CONCRETE AND MASONRY SHALL BE SAW CUT
<br />OR CORE DRILLED.
<br />J. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO ADDITIONAL
<br />COST TO T-MOBILE.
<br />K. UTILITY LINE DEMOLITION:
<br />1. VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO DEMOLITION.
<br />2. ABANDONED UNDER -SLAB CONDUIT SHALL BE CUT OFF BELOW THE FINISHED
<br />SURFACE LINE, AND ALL CONDUCTORS SHALL BE REMOVED. PATCH AND FILL THE
<br />OPENING FLUSH WITH THE FINISH.
<br />3. ABANDONED ELECTRICAL CONDUCTORS SHALL BE REMOVED BACK TO THE BRANCH
<br />CIRCUIT PANEL, UNLESS INDICATED OTHERWISE. ABANDONED CONDUIT WHICH IS
<br />EXPOSED AND READILY ACCESSIBLE L IL ACCESS LE SHALL BE REMOVED LEAVE ABANDONED
<br />CONDUIT WHICH IS CONCEALED IN EXISTING CONSTRUCTION TO REMAIN.
<br />4. ABANDONED UNDER -SLAB PIPING SHALL BE REMOVED AND CUT OFF FLUSH WITH THE
<br />FLOOR LINE. PATCH FLUSH WITH THE FLOOR.
<br />5. ABANDONED PIPING WHICH IS EXPOSED AND READILY ACCESSIBLE SHALL BE
<br />REMOVED. LEAVE ABANDONED PIPING WHICH IS CONCEALED IN EXISTING
<br />CONSTRUCTION TO REMAIN. CAP ALL EXPOSED ENDS.
<br />6. INDICATE LOCATION OF DISCONNECTED UTILITIES ON THE PROJECT RECORD
<br />DRAWINGS AS SPECIFIED IN DIVISION 01.
<br />L. LEAVE SITE IN A CONDITION ACCEPTABLE TO T-MOBILE AT ALL TIMES. REMOVE
<br />DEMOLISHED MATERIALS FROM SITE DAILY AS WORK PROGRESSES. DO NOT OVERLOAD
<br />EXISTING STRUCTURE WITH DEMOLISHED MATERIALS.
<br />M. REMOVAL OF BONDED FLOOR FINISHES:
<br />1. SCRAPE, GRIND AND OTHERWISE REMOVE EXISTING FLOOR FINISH AND BONDING
<br />MATERIALS AS NECESSARY TO RECEIVE NEW FLOOR FINISHES.
<br />2. PREPARED SURFACE SHALL PRESENT A UNIFORM FLAT SURFACE READY TO RECEIVE
<br />THE NEW FLOOR FINISHES FREE OF TELEGRAPHING AND OTHER SURFACE
<br />IRREGULARITIES.
<br />3. SLOPE SHALL NOT TO EXCEED 1/8" IN 10 FEET. THE FLOOR STRUCTURE MUST HAVE
<br />LESS THAN 1/64" PER FOOT DEFLECTION IN ORDER TO ACCEPT TENANT'S FLOOR
<br />FINISHES.
<br />1. FILL EXCESSIVE VOIDS OR VARIATIONS GREATER THAN IN THE
<br />SUBFLOOR 1/8" IN 10" AS SPECIFIED IN DIVISION 03.
<br />2. NEW FLOOR FINISHES SHALL NOT BE INSTALLED OVER EXISTING FLOOR FINISH
<br />MATERIALS UNLESS APPROVED OTHERWISE.
<br />Dr� 1�r C
<br />030133 CONCRETE SLAB PATCHING
<br />A. QUALITY ASSURANCE: PERFORM WORK IN ACCORDANCE WITH ACI 301, AS APPLICABLE.
<br />B. CONCRETE MATERIALS:
<br />1. CEMENT: ASTM C150, NORMAL - TYPE 1 PORTLAND CEMENT; GRAY COLOR.
<br />2. NORMAL WEIGHT FINE AND COARSE AGGREGATES: ASTM C33
<br />3. ACCELERATOR: ASTM C 494, TYPE CORE, NON -CORROSIVE, NON -CHLORIDE.
<br />C. CONCRETE MIX: IN ACCORDANCE WITH ASTM C94, MINIMUM 3000 PSI 28 DAY COMPRESSIVE
<br />STRENGTH.
<br />D. REINFORCING:
<br />1. REINFORCING STEEL: ASTM C615, GRADE 40, UNLESS INDICATED OTHERWISE.
<br />2. CHAIRS, BOLSTERS, BAR SUPPORTS, AND SPACERS: SIZED AND SHAPED FOR
<br />STRENGTH AND SUPPORT OF REINFORCEMENT DURING INSTALLATION AND
<br />PLACEMENT OF CONCRETE.
<br />3. FABRICATE AS INDICATED AND IN ACCORDANCE WITH ACI 315.
<br />4. DOWEL INTO EXISTING SLAB AT MINIMUM 18 INCHES ON CENTER BUT IN NOT LESS
<br />THAN 2 PLACES ALONG LONG SIDE OF CONCRETE PATCH AREA. DOWEL INTO EXISTING
<br />SLAB AT MINIMUM 18 INCHES ON CENTER BUT IN NOT LESS THAN 2 PLACES ALONG
<br />LONG SIDE OF CONCRETE PATCH AREA. EPDXY -COATED REINFORCING BARS:
<br />ASTM A 775/A 775M, EPDXY COATED, WITH LESS THAN 2 PERCENT DAMAGED COATING
<br />IN EACH 12-INCH (300-MM) BAR LENGTH.
<br />4.1. EPDXY BONDING ADHESIVE: ASTM C 881, TWO -COMPONENT EPDXY RESIN,
<br />CAPABLE OF HUMID CURING AND BONDING TO DAMP SURFACES, OF CLASS
<br />SUITABLE FOR APPLICATION TEMPERATURE AND OF GRADE TO SUIT
<br />REQUIREMENTS, AND FOR BONDING HARDENED OR FRESHLY MIXED CONCRETE
<br />TO HARDENED CONCRETE.
<br />4.2. PRODUCT: HILTI HIT-HY 200 EPDXY. INSTALL PER ICC-ES-3187
<br />5. PLACE, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT.
<br />6. LOCATE REINFORCING SPLICES NOT INDICATED ON THE DRAWINGS AT POINTS OF
<br />MINIMUM STRESS.
<br />E. PLACEMENT:
<br />1. COORDINATE WITH OTHER TRADES FOR INSTALLATION AND BEDDING OF UTILITIES.
<br />2. ENSURE THAT BELOW GRADE CONSTRUCTION IS COMPLETE IN THE SLAB AREA TO BE
<br />PATCHED.
<br />3. REPLACE EXISTING SUBGRADE MATERIALS TO MATCH EXISTING. REPLACE AND MAKE
<br />CONTINUOUS VAPOR BARRIERS AND OTHER SIMILAR CONSTRUCTION DISTURBED OR
<br />DAMAGED DURING DEMOLITION OR CONSTRUCTION OPERATIONS.
<br />4. RECOMPACT EXISTING SUBGRADE TO 95 PERCENT OF MAXIMUM DRY DENSITY AS
<br />DETERMINED BY ASTM D1557.
<br />5. PATCH SLAB WITH CONCRETE HAVING A MINIMUM 28-DAY STRENGTH OF 3000 PSI;
<br />MAXIMUM WATER/CEMENT RATIO OF 0.40. USE SUPERPLASTICIZER ADMIXTURE AS
<br />NECESSARY FOR WORKABILITY.
<br />6. FINISH CONCRETE TO MATCH ADJACENT SURFACES.
<br />F. CURING: MOISTURE CURE CONCRETE FOR A MINIMUM OF 7 DAYS, UNLESS APPROVED
<br />OTHERWISE.
<br />G. SEALING AND HARDENING CONCRETE FLOORS.
<br />1. MANUFACTURERS
<br />a. ACCEPTABLE MANUFACTURER: CURECRETE DISTRIBUTION, INC; 1203 WEST SPRING
<br />CREEK PLACE, SPRINGVILLE, UT 84663. ASD. TEL (800) 998-5664, FAX (801) 489-3307, EMAIL:
<br />TECHSUPPORT@ASHFORDFORMULA.COM, WWW.ASHFORDFORMULA.COM
<br />2. MATERIALS
<br />a. CURE -SEAL -HARDENER: ASHFORD FORMULA; WATER -BASED CHEMICALLY -REACTIVE
<br />PENETRATING SEALER AND HARDENER, THAT SEALS BY DENSIFYING CONCRETE SO THAT
<br />WATER MOLECULES CANNOT PASS THROUGH BUT AIR AND WATER VAPOR CAN, WHILE
<br />ALLOWING CONCRETE TO ACHIEVE FULL COMPRESSIVE STRENGTH, MINIMIZING SURFACE
<br />CRAZING, AND ELIMINATING DUSTING.
<br />a.a. COLORLESS, TRANSPARENT, ODORLESS, NON -TOXIC, NON-FLAMMABLE.
<br />a.b. CONTAINING NO SOLVENTS OR VOLATILE ORGANIC COMPOUNDS.
<br />a.c. ALLOWING TRAFFIC ON FLOORS WITHIN 2 TO 3 HOURS, WHICH CHEMICAL PROCESS
<br />COMPLETE WITH 3 MONTHS.
<br />a.d. NO CHANGE TO SURFACE APPEARANCE EXCEPT A SHEEN DEVELOPED DUE TO TRAFFIC
<br />AND CLEANING.
<br />VI , D O 3 r
<br />ONCR E CoT.
<br />3. WATER: CLEAN, POTABLE
<br />4. PREPARATION
<br />A. CLEAN SURFACES THOROUGHLY PRIOR TO INSTALLATION.
<br />B. PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE MANUFACTURER FOR
<br />ACHIEVING THE BEST RESULT FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
<br />5. INSTALLATION
<br />A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
<br />B. PREVENT DAMAGE TO AND SOILING OF ADJACENT WORK.
<br />C. NEW CONCRETE: APPLY CURE -SEAL -HARDENER TO NEW CONCRETE AS SOON AS THE
<br />CONCRETE IS FIRM ENOUGH TO WORK ON AFTER TOWELING, EXCEPT ON COLORED
<br />CONCRETE WAIT MINIMUM OF 30 DAYS.
<br />D. SPRAY ON AT RATE OF 200 SQUARE FEET PER GALLON
<br />E. KEEP SURFACES WET WITH CURE -SEAL HARDENER FOR MINIMUM SOAK -IN PERIOD OF 30
<br />MINUTES WITHOUT ALLOWING DRYING OUT OR BECOMING SLIPPERY. IN HOT WEATHER,
<br />SLIPPERINESS MAY APPEAR BEFORE THE 30 MINUTE TIME PERIOD HAS ELAPSED. IF THAT
<br />OCCURS, APPLY MORE CURE -SEAL -HARDENER AS REQUIRED TO KEEP ENTIRE SURFACE IN
<br />A NON -SLIPPERY STATE FOR THE FIRST 15 MINUTES. FOR THE REMAINING 15 MINUTES,
<br />MIST THE SURFACE AS NEEDED WITH WATER TO KEEP THE MATERIAL IN A NON -SLIPPERY
<br />STATE.
<br />F. AFTER THIS PERIOD, WHEN TREATED SURFACE BECOMES SLIPPERY, LIGHTLY MIST WITH
<br />WATER UNTIL SLIPPERINESS DISAPPEARS.
<br />G. WAIT FOR THE SURFACE TO BECOME SLIPPERY AGAIN AND THEN FLUSH ENTIRE SURFACE
<br />WITH WATER REMOVING ALL RESIDUE OF CURE -SEAL -HARDENER.
<br />H. SQUEEGEE SURFACE COMPLETELY DRY, FLUSHING ANY REMAINING SLIPPERY AREAS
<br />UNTIL NO RESIDUE REMAINS.
<br />I. WET VACUUM OR SCRUBBING MACHINES MAY BE USED TO REMOVE RESIDUE, PROVIDED
<br />MANUFACTURER'S INSTRUCTIONS ARE FOLLOWED.
<br />035416 HYDRAULIC CEMENT UNDERLAYMENT
<br />A. SUMMARY:
<br />1. CEMENTITIOUS UNDERLAYMENTS AS NECESSARY FOR LEVELING OF NEW OR EXISTING
<br />CONCRETE FLOOR SUBSTRATES, AS NECESSARY TO MEET SPECIFIED TOLERANCES.
<br />2. CEMENTITIOUS TOPPINGS AS NECESSARY FOR LEVELING NEW OR EXISTING SLABS AT
<br />LOCATIONS INDICATED TO RECEIVE CONCRETE SEALER ONLY.
<br />3. RAMPS AND TAPERS AS NECESSARY TO ALIGN LEVELS BETWEEN DISSIMILAR FINISHES.
<br />B. ENVIRONMENTAL REQUIREMENTS"
<br />1. MAINTAIN SURFACE AND AMBIENT TEMPERATURE OF BETWEEN 50 AND 80 DEGREES F
<br />FOR 24 HOURS BEFORE, DURING, AND 24 HOURS AFTER UNDERLAYMENT
<br />INSTALLATION.
<br />2. KEEP TRAFFIC OUT OF AREA IN WHICH UNDERLAYMENT IS BEING APPLIED OR CURED.
<br />C. SELF -LEVELING UNDERLAYMENT SYSTEM: SELF -LEVELING, POURABLE, CEMENT BASED
<br />MATERIAL, MINIMUM 28 DAY COMPRESSIVE STRENGTH 2,000 PSI; MINIMUM BOND
<br />STRENGTH 200 PSI; ONE OF THE FOLLOWING AS RECOMMENDED BY MANUFACTURER FOR
<br />CONDITIONS, OR APPROVED.
<br />1. MAPEI CORPORATION "ULTRAPLAN 1 PLUS" OR "NOVOPLAN 2 PLUS."
<br />2. ARDEX INC. "K-15" SELF -LEVELING UNDERLAYMENT CONCRETE
<br />3. LATICRETE INTERNATIONAL, INC. "LATICRETE 86 LATILEVEL THIN POUR
<br />UNDERLAYMENT."
<br />D. TROWELABLE UNDERLAYMENT SYSTEM: AS RECOMMENDED BY MANUFACTURER FOR
<br />CONDITIONS, OR APPROVED:
<br />1. MAPEI CORPORATION "MAPACEM 100" OR "PLANITOP 11".
<br />2. ARDEX INC. "SD-P" FAST -SETTING UNDERLAYMENT.
<br />3. LATICRETE INTERNATIONAL, INC. "LATICRETE 220 MEDIUM BED MORTAR" MIXED WITH
<br />"LATICRETE 3701 LATEX MORTAR ADMIX."
<br />E. CEMENTITIOUS TOPPINGS: FOR CONCRETE SURFACES AT LOCATIONS INDICATED TO
<br />RECEIVE CONCRETE SEALER OR NOT OTHERWISE COVERED BY FLOORING MATERIAL; ONE
<br />OF THE FOLLOWING OR APPROVED:
<br />1. SELF -LEVELING TYPES:
<br />a. MAPEI CORPORATION "ULTRATOP" SELF -LEVELING ABRASION -RESISTANT TOPPING.
<br />b. ARDEX INC. "K-500" SELF -LEVELING CONCRETE TOPPING.
<br />2. TROWELABLE TYPES:
<br />a. MAPEI CORPORATION "MARECEM 100" FAST -SETTING TOPPING MORTAR
<br />b. ARDEX INC. "CD" SELF -DRYING CONCRETE DRESSING.
<br />F. ACCESSORIES: FURNISH PRIMERS, PATCHING COMPOUNDS, AND SAND FILLERS AS
<br />RECOMMENDED BY THE UNDERLAYMENT MANUFACTURER FOR THE CONDITIONS OF THE
<br />PROJECT.
<br />G. PREPARATION:
<br />1. THOROUGHLY MIX UNDERLAYMENT MATERIALS FOR EACH TYPE OF PRODUCT IN
<br />PROPER PROPORTIONS TO ACHIEVE SMOOTH HOMOGENEOUS MIX, FREE OF LUMPS.
<br />2. WITH THE EXCEPTION OF AREAS WHERE LEVELING CAN BE ACCOMPLISHED BY USE OF
<br />LATEX UNDERLAYMENT, AS SPECIFIED IN OTHER SECTIONS, INSTALL CEMENTITIOUS
<br />UNDERLAYMENT TO CONCRETE SLABS AS INDICATED ON THE DRAWINGS, AND AS
<br />NECESSARY TO LEVEL SLABS OR BRING SUBSTRATES TO PROPER ELEVATION.
<br />3. INSPECT FLOOR TO VERIFY THAT DEMOLITION IS COMPLETE TO THE POINT WHERE
<br />WORK MAY PROGRESS.
<br />4. SURVEY FLOOR AS NECESSARY TO SET SCREEDS AND REFERENCE POINTS. IDENTIFY
<br />CONSTRUCTION JOINTS. PREPARE FOR UNDERLAYMENT AT ALL LOCATIONS WHERE
<br />FLOOR DOES NOT MEET SPECIFIED TOLERANCE REQUIREMENTS.
<br />5. ENSURE THAT SUBFLOOR IS CLEAN, DRY, HARD, SOUND, AND FREE OF OILS, OR OTHER
<br />SUBSTANCE THAT WOULD AFFECT PROPER BONDING AND CURING.
<br />6. VERIFY THAT ALL AREAS TO BE LEVELED ARE AT OR BELOW FINAL DESIGN ELEVATION.
<br />GRIND DOWN HIGH SPOTS AS NECESSARY TO MEET SPECIFIED TOLERANCE
<br />REQUIREMENTS.
<br />7. SET SCREEDS, MARKERS, AND REFERENCE BLOCKS. SET SCREEDS AT ALL
<br />CONSTRUCTION AND CONTROL JOINTS TO ESTABLISH WEAKENED PLANE JOINTS IN
<br />UNDERLAYMENT.
<br />8. APPLY PRIMER TO ALL AREAS TO RECEIVE UNDERLAYMENT AND TOPPINGS; REPEAT
<br />APPLICATION IF NECESSARY TO ACHIEVE PROPER BUILD.
<br />H. INSTALLATION:
<br />1. INSTALL TROWELABLE UNDERLAYMENT AT LOCATIONS WHERE SLOPES ARE INDICATED
<br />AND AT OTHER LOCATIONS WHERE TAPERED FILL IS NECESSARY TO ALIGN THE
<br />FINISHED SURFACES OF THE VARIOUS FLOOR FINISH MATERIALS.
<br />2. INSTALL SELF -LEVELING UNDERLAYMENT AT EXISTING CONCRETE SLAB SURFACES TO
<br />CORRECT SLAB FLATNESS AND LEVELNESS.
<br />3. PROVIDE CEMENTITIOUS TOPPINGS AT LOCATIONS TO REMAIN EXPOSED IN THE
<br />FINISHED WORK.
<br />4. INSTALL UNDERLAYMENTS AND TOPPINGS; FINISH TO A SMOOTH UNIFORM SURFACE.
<br />5. CURE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
<br />6. TOLERANCES: VERY FLAT; LEVEL TO WITHIN 1/16" IN 40"
<br />I. CLEANING: AS WORK PROCEEDS, CLEAN UP EXCESS MATERIALS, RUBBISH, AND SPLASH.
<br />054000 COLD -FORMED METAL FRAMING
<br />A. SUMMARY:
<br />1. LIGHT GA STRUCTURAL STEEL METAL FRAMING AT EXTERIOR WALLS WHERE
<br />INDICATED ON THE DRAWINGS, AND AT SOFFIT CONSTRUCTION SUPPORTING
<br />STOREFRONTS, DISPLAY WINDOWS, AND SIGNAGE ELEMENTS.
<br />2. STRUCTURAL DESIGN OF COLD FORMED METAL FRAMING SYSTEMS NOT INDICATED ON
<br />THE STRUCTURAL DRAWINGS.
<br />B. SYSTEM DESCRIPTION:
<br />1. STRUCTURAL DESIGN:
<br />a. SIZE AND ARRANGE MEMBERS TO SUPPORT DEAD AND LIVE LOADS IN ACCORDANCE
<br />CODE REQUIREMENTS.
<br />b. DESIGN SYSTEM TO RESIST DEAD AND LIVE LOADS FROM WINDOWS, DISPLAY CASES,
<br />AWNINGS, AND OTHER ITEMS INDICATED TO BE SUPPORTED BY COLD FORMED METAL
<br />FRAMING.
<br />c. DESIGN SYSTEM TO RESIST 100 PERCENT OF THE DESIGN LOAD WITH A MAXIMUM
<br />DEFLECTION OF U720.
<br />d. ANCHORAGES SHALL BE DESIGNED TO SIMULTANEOUSLY RESIST ALL VERTICAL AND
<br />LATERAL LOADS, WITH A SAFETY FACTOR OF 2.
<br />DtVr �C0 NT.
<br />2. DESIGN SYSTEM TO ACCOMMODATE BUILDING DEFLECTION, DYNAMIC BUILDING
<br />MOVEMENT, AND TEMPERATURE VARIATIONS WITHOUT DAMAGE TO SYSTEM
<br />COMPONENTS.
<br />3. CONFIGURATION:
<br />a. PROVIDE FRAMING OF DEPTH INDICATED ON THE DRAWINGS.
<br />b. WHERE STUD GA IS INDICATED ON THE DRAWINGS, PROVIDE STUDS OF INDICATED OR
<br />HEAVIER GA.
<br />c. WHERE STUD SPACING IS INDICATED ON THE DRAWINGS, PROVIDE ADDITIONAL STUDS
<br />OR CLOSER SPACING AS NECESSARY TO MEET DESIGN REQUIREMENTS.
<br />d. IN ADDITION TO COLD FORMED METAL FRAMING, PROVIDE ADDITIONAL STRUCTURAL
<br />STEEL MEMBERS AS REQUIRED TO SUPPORT THE LOADS IMPOSED.
<br />C. QUALITY ASSURANCE:
<br />1. USE ONLY CERTIFIED WELDERS.
<br />2. CALCULATE STRUCTURAL PROPERTIES OF FRAMING MEMBERS IN ACCORDANCE WITH
<br />THE AISI "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL MEMBERS".
<br />3. STRUCTURAL DESIGN: STRUCTURAL DESIGN OF THE FRAMING SYSTEM SHALL BE BY A
<br />STRUCTURAL ENGINEER LICENSED TO PRACTICE IN THE STATE WHERE THE PROJECT
<br />IS LOCATED.
<br />4. REGULATORY REQUIREMENTS:
<br />a. FRAMING SYSTEM SHALL MEET THE REQUIREMENTS OF THE JURISDICTIONAL CODE
<br />AUTHORITIES.
<br />b. FURNISH ALL CALCULATIONS, ENGINEER'S STAMPS, DRAWINGS, AND OTHER ITEMS
<br />REQUIRED BY THE CODE AUTHORITIES TO OBTAIN APPROVAL OF THE INSTALLATION.
<br />D. COMPONENTS:
<br />1. COLD FORMED LIGHT -GA STEEL FRAMING: ASTM A653; TYPES AS INDICATED ON THE
<br />STRUCTURAL DRAWINGS; G60 GALVANIZED COATING.
<br />2. SCREWS: ASTM C954; SELF -DRILLING, SELF -TAPPING; PAN HEAD; GALVANIZED OR
<br />FLUOROPOLYMER COATED STEEL.
<br />3. ZINC RICH TOUCH-UP PAINT: "GALV-WELD," "GALVICAN," "ZRC COLD GALVANIZED
<br />COMPOUND," OR APPROVED.
<br />E. INSTALLATION:
<br />1. INSTALL LIGHT GA STRUCTURAL FRAMING IN ACCORDANCE WITH ASTM C1007, UNLESS
<br />INDICATED OR SPECIFIED OTHERWISE, AND AS INDICATED ON THE DRAWINGS.
<br />2. SCREW OR WELD EACH JOINT. WELDS SHALL BE IN ACCORDANCE WITH AWS D1.3.
<br />3. METAL FRAMING MEMBERS SHALL BE SAW OR SHEAR CUT. NO TORCH CUTTING IS
<br />PERMITTED.
<br />4. CONSTRUCT CORNERS WITH A MINIMUM OF 3 STUDS PER CORNER.
<br />5. FRAME BOTH SIDES OF EXPANSION AND SEISMIC JOINTS. DO NOT BRIDGE JOINTS WITH
<br />SYSTEM COMPONENTS OR ACCESSORIES.
<br />6. PROVIDE FRAMING AS REQUIRED TO FORM SOLID BACKING FOR ALL EDGES OF
<br />SHEATHING, AND TRIM ACCESSORIES.
<br />7. TOLERANCES:
<br />a. PLUMBNESS: PLUMB WITHIN 1/8 INCH IN 10 FEET.
<br />b. LOCATION: LOCATED WITHIN 1/4 INCH OF THE REQUIRED LOCATION.
<br />c. ALIGNMENT: STUD AND RUNNER FACES TO RECEIVE FINISH MATERIALS SHALL NOT VARY
<br />GREATER THAN 1/8 INCH FROM THE REQUIRED PLANE, WITH NO ABRUPT JOGS OR
<br />BREAKS IN PLANE.
<br />d. LEVEL: LEVEL WITHIN 1/8 INCH IN 10 FEET.
<br />8. ERECT STUDS IN ONE PIECE FULL LENGTH. SPLICING AND WIRE TYING OF FRAMING
<br />COMPONENTS SHALL NOT BE USED.
<br />9. TOUCH-UP FIELD WELDS AND SCRATCHED OR DAMAGED GALVANIZING WITH ZINC RICH
<br />PAINT.
<br />10. ATTACH CROSS STUDS OR FURRING CHANNELS TO STUDS FOR ATTACHMENT OF WALL
<br />MOUNTED ITEMS.
<br />11. INSTALL FRAMING BETWEEN STUDS FOR ATTACHMENT OF ELECTRICAL BOXES AND
<br />OTHER MECHANICAL AND ELECTRICAL ITEMS.
<br />F. FIELD QUALITY CONTROL:
<br />1. THE COLD FORMED METAL FRAMING DESIGN ENGINEER OR HIS AUTHORIZED
<br />REPRESENTATIVE SHALL VISIT THE SITE TO INSPECT THE WORK. VERIFY AND CERTIFY
<br />THAT FRAMING SIZES AND MATERIALS ARE AS REQUIRED, THAT CONNECTIONS ARE
<br />PROPERLY EXECUTED, AND THAT STRUCTURAL INTEGRITY OF MATERIALS HAS BEEN
<br />MAINTAINED.
<br />061000 ROUGH CARPENTRY
<br />A. DIMENSION LUMBER:
<br />1. LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH PS 20, AND SHALL BE
<br />STAMPED AND GRADED IN ACCORDANCE WITH SPIB, WWPA, WCLIB, OR NLGA GRADING
<br />RULES.
<br />2. MOISTURE CONTENT: KILN DRIED TO 19% MAXIMUM MOISTURE CONTENT, EXCEPT FOR
<br />MATERIAL WHOSE LEAST DIMENSION IS 4 INCHES THICK OR GREATER.
<br />3. SPECIES: SOUTHERN PINE, HEM -FIR, SPRUCE -PINE -FIR (SPF), OR DOUGLAS FIR LARCH,
<br />UNLESS INDICATED OR SPECIFIED OTHERWISE.
<br />4. ARCHITECTURAL LUMBER GRADES: UNEXPOSED NON-STRUCTURAL WOOD FRAMING
<br />AND BLOCKING INDICATED ON THE ARCHITECTURAL DRAWINGS SHALL BE GRADED AS
<br />FOLLOWS:
<br />a. BLOCKING AND NAILERS: "UTILITY - LIGHT FRAMING," OR BETTER.
<br />B. PANEL MATERIALS:
<br />1. MISCELLANEOUS SHEATHING: APA RATED SHEATHING; CD GRADE; EXTERIOR;
<br />PLYWOOD OR ORIENTED STRAND BOARD, UNLESS APPROVED OTHERWISE; THICKNESS
<br />AS INDICATED.
<br />2. TERMINAL BACKBOARDS: APA AC GRADE EXTERIOR; FIRE RETARDANT TREATED.
<br />C. ACCESSORIES:
<br />1. FASTENERS:
<br />a. HOT -DIPPED GALVANIZED STEEL FOR EXTERIOR, HIGH HUMIDITY LOCATIONS.
<br />b. G-185 GALVANIZED COATING OR STAINLESS STEEL FASTENERS AT TREATED WOOD
<br />LOCATIONS.
<br />D. WOOD TREATMENT:
<br />1. WOOD PRESERVATIVE (PRESSURE TREATMENT):
<br />a. PRESERVATIVE TREAT ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, AND MOIST
<br />CONDITIONS. SITE TREAT SAWN eNDS WITH PRESERVATIVE TREATMENT.
<br />b. PRESERVATIVE TREAT ALL WOOD AND PLYWOOD AT ROOF CONSTRUCTION OR OTHER
<br />WOOD IN MOIST CONDITIONS. SITE TREAT SAWN ENDS WITH PRESERVATIVE TREATMENT.
<br />c. FOR ABOVE GROUND USE, USE AWPA CERTIFIED AMMONIUM COPPER QUATERNIUM (ACQ)
<br />OR COPPER HYDROXIDE SODIUM DIM ETHYLDITH I OCARBAMATE (CDDC) WATERBORNE
<br />PRESERVATIVE WITH 0.25 POUNDS PER CUBIC FOOT OF WOOD RETENTION.
<br />d. TREATED WOOD SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19%.
<br />e. TREATED WOOD SHALL BEAR THE QUALITY STAMP OF AN INSPECTION AGENCY
<br />APPROVED BY THE JURISDICTIONAL CODE AUTHORITIES.
<br />2. FIRE RETARDANT TREATMENT (AT TYPES I AND II CONSTRUCTION ONLY):
<br />a. FIRE RETARDANT TREAT ALL INTERIOR CONCEALED LUMBER AND PLYWOOD, AND OTHER
<br />WOOD AS INDICATED OR SPECIFIED. PROVIDE EXTERIOR FIREPROOFING AT ROOFTOP
<br />BLOCKING, NAILERS, CURBS, SHEATHING, AND OTHER LOCATIONS SUBJECT TO WETTING
<br />DURING CONSTRUCTION OPERATIONS.
<br />b. ALL FIRE RETARDANT TREATED WOOD MATERIALS SHALL BEAR A UL "FR-S" LABEL, OR A
<br />LABEL FROM AN APPROVED INSPECTION AGENCY CERTIFYING THAT THE MATERIAL
<br />MEETS THE REQUIREMENTS OF AWPA C-20 TYPE A FOR LUMBER AND AWPA C-27 TYPE A
<br />FOR PLYWOOD.
<br />c. TREATED LUMBER SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 19%,
<br />TREATED PLYWOOD SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 15%.
<br />d. APPROVED PRODUCTS INTERIOR FIREPROOFING: CLEAR FINISH PRODUCT, HICKSON
<br />CORPORATION "DRICON," HOOVER TREATED WOOD PRODUCTS "PYRO-GUARD," OR
<br />OSMOSE WOOD PRESERVING CO. OF AMERICA, INC. "FLAME PROOF LHC."
<br />E. BLOCKING AND NAILERS:
<br />1. PROVIDE BLOCKING, NAILERS FOR ALL SHEATHING, ROOF CONSTRUCTION, METAL
<br />FLASHING, AND OTHER CONSTRUCTION AS INDICATED.
<br />2. WOOD BLOCKING: INSTALL WOOD BLOCKING TO RECEIVE MECHANICAL FASTENERS
<br />FOR SUPPORT OF ELECTRICAL FIXTURES AND EQUIPMENT, CABINETS, DOORSTOP
<br />PLATES, WOOD BASE, WAINSCOTS, COAT HOOKS, AND ALL OTHER WALL AND CEILING
<br />MOUNTED COMPONENTS, UNLESS SPECIFIED OTHERWISE.
<br />3. BACKING:
<br />a. PLYWOOD BACKING SHALL BE USED IN LIEU OF BLOCKING AT LOCATIONS OF
<br />WALL -MOUNTED STANDARDS, SHELVING AND COUNTERS.
<br />b. BACKING SHALL BE MOUNTED OVER FACE OF STUDS BENEATH GYPSUM BOARD AND
<br />SHALL BE CONTINUOUS OVER ENTIRE PLANE OF WALL; 1/2 INCH THICKNESS.
<br />c. SECURE BACKING WITH ALL EDGES ON FIRM BEARING.
<br />Mobi*le"
<br />12920 SE 38th STREET
<br />BELLEVUE, WA 98006
<br />www.T-Mobile.com
<br />COPYRIGHT NOTICE:
<br />THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO
<br />COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF
<br />THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED JANUARY 2003. THE PROTECTION
<br />INCLUDES. WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND
<br />COMPOSITION OF SPACES AND ELEMENTS OF THE DESIGN. UNDER SUCH
<br />PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS
<br />MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND/OR
<br />MONETARY LIABILITY.
<br />ARCHITECT
<br />rmUzioN
<br />9096 EAST BAHIA DRIVE
<br />SUITE 103
<br />SCOTTSDALE, AZ 85260
<br />DESIGN@FUZIONVE.COM
<br />VWVW.FUZIONVE.COM
<br />VENDOR PROJECT NO: 21.11.212680
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<br />DATE: February 5, 2022
<br />SCALE: AS NOTED
<br />DRAWN BY: LEO V.
<br />SAP NUMBER:
<br />4SIR
<br />CORPORATE TENANT REBUILD
<br />LDC
<br />SHEET TITLE:
<br />SPECIFICATIONS
<br />SHEET NUMBER:
<br />4
<br />3
<br />2
<br />A701
<br />
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