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<br />007200 GENERAL CONDITIONS
<br />A. UNLESS OTHERWISE AGREED UPON BY CONTRACTOR AND T-MOBILE, IN PART OR IN
<br />WHOLE, THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION," AIA
<br />DOCUMENT A201, 1997 EDITION, SHALL GOVERN THE WORK.
<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-MOBIILE 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 ARCHRTECT TO OBTAIN
<br />INTERPRETATIONS. ASSIST IN RESOLUTION OF QUESTIONS WHICH ARISE. TRANSMIT
<br />WRITTEN INTERPRETATIONS TO CONCERNED PARTIES.
<br />SECTION 0 QUALITY CONTROL
<br />A. STANDARDS: COMPLY WITH INDUSTRY STANDARDS EXCEPT WHEN MORE RESTRICTIVE
<br />TOLERANCES OR SPECIFIED: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
<br />C. PERFORM WORK OF r
<br />PRODUCTSD. INSTALL
<br />REQUIREMENTSWHERE CONFLICT BETWEEN MANUFACTURER I RECOMMENDATIONS AND THE SPECIFIED
<br />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
<br />APPROVEDA. SUBSTITUTIONS
<br />1. SUBSTITUTIONS WILL NOT BE ALLOWED UNLESS
<br />2. ARCHITECT WILL DETERMINE ACCEPTABILITY OF PROPOSED SUBSTITUTION, AND WILL
<br />NOTIFY CONTRACTOR OF ACCEPTANCE OR REJECTION WITHIN A REASONABLE TIME IN
<br />3. SUBSTITUTIONS WILL NOT BE CONSIDERED IF THEY ARE INDICATED OR IMPLIED
<br />D
<br />SHOP DRAWINGS OR PROJECT DATA SUBMITTALS WITHOUTFORMAL
<br />REQUEST, OR IF i
<br />ACCEPTANCE■
<br />CLEANB. KEEP FINISHED SURFACES D UNMARRED i i
<br />C. PRODUCTS SHALL BE NEW, OF THE TYPE SPECIFIED, AND D IN AMPLE
<br />QUANTITIES O FACILITATE PROPERD TIMELY EXECUTION
<br />017329
<br />A. REPAIR NECESSARY MAKE WORK
<br />COMPONENTSCOMPLETE, WITH ALL i CONSISTENT.
<br />B. PROVIDE i SMOOTH,CONSTRUCTION.
<br />PENETRATIONSC. SEAL ALL AS j. TO MAINTAIN
<br />JURISDICTIONFIRE RATING AND BY AUTHORITY.
<br />SHALL BE REVIEWED WITH THE
<br />D. 16.,
<br />E. EXISTING SPRAYED OCCURS:
<br />FIRE-RATINGSPRAYED FIREPROOFING TO MATCH THE
<br />HAND . D
<br />PRIORF. PATCHING OF EXISTING CONCRETE SLABS ON GRADE: IN ACCORDANCE WITH SECTION
<br />030133.
<br />G. X-RAY CONCRETE SLABS , FOR AREAS POSSIBLE
<br />SLABSTENSIONED
<br />017700 CLOSEOUT PROCEDURES
<br />A,. AS -BUILT DOCUMENTS: RECORD DOCUMENTS, PROVIDED BY THE
<br />CONTRACTOR,
<br />INDICATEEXACTLY CONDITIONS,
<br />` REQUIRED BY
<br />B. OPERATION AND MAINTENANCE MANUALS WILL LOCATED PER NOTES ON THE FLOOR PLAN SHEETS.
<br />..
<br />GUARANTEESE AS REQUIRED BY T-MOBILE.
<br />PROJECT CLOSEOUT DOCUMENTS, INCLUDING WARRANTY, AND REQUEST
<br />FOR FINAL PAYMENT, WILL BE AS REQUIRED BY
<br />`
<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 SR -TALL 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 BELOWTHE 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 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 DIVISIONS 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 />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. RECOilr'IPACT 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. 1!V'101W,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 />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 TOWELLING, 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 MIAY 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 ABRASIONI-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 />11\,°ORK 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 />1. 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 DEAD RESIST RI S A AND LIVE LOADS FR011/I 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 L/720.
<br />d. ANCHORAGES SHALL BE DESIGNED TO SIMULTANEOUSLY RESIST ALL VERTICAL AND
<br />LATERAL LOADS, WITH A SAFETY FACTOR OF 2.
<br />2. DESIGN SYSTEM TO ACCOMMODATE BUILDING DEFLECTION, DYNAMIC BUILDING
<br />MOVEMENT, AND TEMPERATURE VARIATIONS WITHOUT DAMAGE TO SYSTEMS
<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 \/\/ELDERS.
<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 />Imo, `pry Y 0 fI EVE I `2 E EI T
<br />12920 SE 38th STREET
<br />BELLEVUE, WA 98006
<br />UnrtnN.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:
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<br />REGISTERED
<br />DONALD J. RETHMAN
<br />'STATE DE WASHINGTON
<br />07/06,121
<br />CONSULTING ENGINEER:
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<br />SHEET NUMBER:
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