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<br />I li ION p; E 7N 0 l � . � � t� I�II��, '�>,
<br />E. COMPLY WITH UBC REQUIREMENTS FOR IDENTIFICATION AND LABELING OF
<br />SAFETY -GLAZING MATERIALS IN HAZARDOUS LOCATIONS SUBJECT TO HUMAN IMPACT
<br />LOADS.
<br />3. GLAZING CLIPS:
<br />a. PROVIDE GLAZING CLIPS AS INDICATED IN DRAWINGS
<br />b. C.R. LAURENCE CO., INC.: 90 DEGREE; FINISH: POLISHED
<br />STAINLESS; PRODUCT: MFC34 - 2" DIA.
<br />c. C.R. LAURENCE CO., INC.: 135 DEGREE; FINISH: POLISHED
<br />STAINLESS; PRODUCT: MFC38 - 2" DIA.
<br />d. C.R. LAURENCE CO., INC.: 180 DEGREE; FINISH: POLISHED
<br />STAINLESS; PRODUCT: MFC30 - 2" DIA.
<br />F. PREPARATION:
<br />1. CLEAN CONTACT SURFACES AND WIPE DRY.
<br />2. SEAL FRAME CORNER JOINTS, AND OTHER LEAKAGE POINTS WITH SEALANT. AT
<br />INSULATING GLASS UNITS THE SEALANT SHALL BE COMPATIBLE WITH THE SEAL OF THE
<br />UNIT. DO NOT PLUG WEEP HOLES.
<br />3. PRIME SURFACES SCHEDULED TO RECEIVE SEALANT, UNLESS OTHERWISE
<br />RECOMMENDED BY THE SEALANT MANUFACTURER.
<br />F. INSTALLATION:
<br />1. UNLESS SPECIFIED OTHERWISE, GLAZE IN ACCORDANCE WITH THE CURRENT EDITION
<br />OF GLASS ASSOCIATION OF NORTH AMERICA (GANA): GLAZING MANUAL.
<br />2. SETTING BLOCKS: PLACE SETTING BLOCKS IN FRAMES FOR SUPPORT OF GLASS. PLACE
<br />AT QUARTER POINTS UNLESS APPROVED OTHERWISE.
<br />3. SET GLASS TIGHTLY IN POSITION WITH PROPER CLEARANCES IN ACCORDANCE WITH
<br />THE REFERENCED STANDARD.
<br />4. UNLESS SPECIFIED OTHERWISE, GLAZE UNITS WITH GASKETS FURNISHED WITH THE
<br />FRAMING SYSTEMS SPECIFIED IN OTHER SECTIONS.
<br />5. GLAZING FOR INTERIOR NON -RATED DOORS AND WINDOWS, WHERE GASKETS ARE NOT
<br />FURNISHED:
<br />a. GLAZE WITH GLAZING TAPE.
<br />b. PRE -MEASURE AND CUT TAPES TO REQUIRED LENGTHS; ADHERE TO FIXED STOPS,
<br />SETTING HORIZONTAL TAPE AT HEADS AND SILLS BEFORE VERTICAL TAPE.
<br />C. INSTALL TAPE WITH TIGHT BUTT JOINTS; NO OVERLAPS WILL BE ACCEPTED. SET TAPE
<br />WITH STRAIGHT LINES LEVEL WITH FRAME SIGHT LINE.
<br />d. POSITION GLASS, UNIFORMLY SEALING AGAINST TAPE. INSTALL INSIDE REMOVABLE
<br />STOPS AND PLACE TAPE IN STOPS FORMING A UNIFORM SEAL AGAINST GLASS, LEVEL
<br />WITH SIGHT LINES.
<br />6. GLAZING FOR FIRE RATED DOORS AND WINDOWS: GLAZE IN ACCORDANCE WITH NFPA
<br />80, UNLESS REQUIRED OTHERWISE BY THE LABELING REQUIREMENT OF THE FRAME.
<br />7. ADJUST GLAZING MATERIALS TO FORM A UNIFORM SIGHT LINE.
<br />G.SCHEDULE:
<br />1. TYPE 1: CLEAR TEMPERED GLAZING WHERE INDICATED AND SPECIFIED.
<br />2. TYPE 2: INSULATING GLASS, DOUBLE GLAZED UNITS WITH 1/2 INCH AIR SPACE BETWEEN
<br />TWO PANES OF 1/4 INCH GLASS; OUTER PANE SHALL BE TINTED HEAT STRENGTHENED
<br />OR TEMPERED GLASS; INNER PANE SHALL BE CLEAR GLASS.
<br />3. PROVIDE TEMPERED WHERE INDICATED AND SPECIFIED. WHERE NOT REQUIRED BY
<br />CODE TO BE TEMPERED, PROVIDE ANNEALED, HEAT -STRENGTHENED OR TEMPERED
<br />GLASS AS DETERMINED BY GLASS MANUFACTURER'S GLASS ANALYSIS.
<br />H. PROVIDE TEMPERED GLASS IN HAZARDOUS LOCATIONS TO MEET THE REQUIREMENTS
<br />OF THE JURISDICTIONAL CODE AUTHORITIES.
<br />DIV1*ION f �� - FIIVI IH S
<br />090561.13 MOISTURE VAPOR EMISSIONG CONTROL
<br />A.GENERAL: PRE -FORMED MOISTURE SUPPRESSION MEMBRANE INSTALLED OVER
<br />CONCRETE SUBFLOOR AS A FLOOR COVERING UNDERLAYMENT.
<br />B. REFERENCES:
<br />1. D3273-00- STANDARD TEST METHOD FOR RESISTANCE TO GROWTH OF MOLD ON THE
<br />SURFACE OF INTERIOR COATINGS IN AN ENVIRONMENTAL CHAMBER
<br />2. E-96-05 - STANDARD TEST METHODS FOR WATER VAPOR TRANSMISSION OF MATERIALS
<br />3. F 2170 - STANDARD TEST METHOD FOR DETERMINING RELATIVE HUMIDITY IN
<br />CONCRETE FLOOR SLABS USING IN SITU PROBES
<br />C.SUBMITTALS:
<br />1. MANUFACTURER'S CURRENT INSTALLATION INSTRUCTIONS
<br />2. MANUFACTURER'S WARRANTY REGISTRATION WITH CONCRETE SUBFLOOR MOISTURE
<br />TEST RESULTS AND BUILDING AMBIENT AIR TEMPERATURE AND RELATIVE HUMIDITY
<br />TEST RESULTS.
<br />SECTION 0 D. COORDINATION: COORDINATE THIS F WORK AND DIRECTLY RELATED
<br />O
<br />SECTION S WITH CONCRETE FLOOR CONSTRUCTION AND REPAIR AND FINISH
<br />FLOORING WORK.
<br />E. MATERIALS
<br />1. MANUFACTURER: HALEX CORPORATION; VERSASHIELD. WWW.HALEXCORP.COM
<br />(800)576-1636
<br />2. PRODUCT NAME: VERSASHIELD 95 FLOORING UNDERLAYMENT
<br />LY 4-PLY COMPOSITE PRODUCT, a. MATERIAL: FREE-STANDING, DIMENSIONAL STABLE, 4 P GO SI O ,
<br />ENGINEERED AS A MOISTURE SUPPRESSION MEMBRANE TO BE USED ON CONCRETE
<br />FLOORS WHERE HIGH MOISTURE EXISTS.
<br />b. DIMENSIONS: [144 FT LONG BY 5 FT WIDE] STANDARD ROLL.
<br />c. MOLD, MILDEW & FUNGAL RESISTANCE, ASTM D3273: 10 RATING
<br />d. MOISTURE VAPOR TRANSMISSION RATE, ASTM E96-05: LESS THAN 0.01 G/HR/ SQ M
<br />e. NO SUBSTITUTIONS PERMITTED
<br />3. PRODUCT NAME: VERSASHIELD MBX FLOORING UNDERLAYMENT
<br />a. MATERIAL: FREE-STANDING, DIMENSIONALLY STABLE, 4-PLY COMPOSITE PRODUCT,
<br />ENGINEERED AS A MOISTURE SUPPRESSION MEMBRANE TO BE USED ON CONCRETE
<br />FLOORS WHERE HIGH MOISTURE EXISTS.
<br />b. DIMENSIONS: [144 FT LONG BY 5 FT WIDE] STANDARD ROLL.
<br />c. MOLD, MILDEW & FUNGAL RESISTANCE, ASTM D3273: 10 RATING
<br />d. MOISTURE VAPOR TRANSMISSION RATE, ASTM E96-05: LESS THAN 0.01 G/HR/ SQ M
<br />e. NO SUBSTITUTIONS PERMITTED
<br />4. ACCESSORIES: VERSASHIELD TAPE
<br />a. APPLICATION: JOINING OF MOISTURE SUPPRESSION UNDERLAYMENT SEAMS
<br />b. DESCRIPTION: MEMBRANE MANUFACTURER'S MOISTURE SUPPRESSION TAPE WITH
<br />PRESSURE SENSITIVE ADHESIVE.
<br />F. EXAMINATION
<br />1. REFERENCE: SECTION 017000: VERIFY EXISTING CONDITIONS BEFORE STARTING
<br />WORK.
<br />2. VERIFY THAT SUB -FLOOR SURFACES ARE SMOOTH AND FLAT WITHIN TOLERANCES
<br />SPECIFIED FOR THE TYPE OF WORK AND ARE READY TO RECEIVE FLOORING.
<br />3. VERIFY THAT SUB -FLOOR IS PREPARED PER ASTM 710. REMOVE COATINGS, INCLUDING
<br />CURING COMPOUNDS, AND OTHER SUBSTANCES THAT ARE INCOMPATIBLE WITH
<br />ADHESIVES AND THAT CONTAIN SOAP, WAX, OILS, OR SILICONE, WITHOUT USING
<br />SOLVENTS. DO NO INSTALL FLOORING IF ALKALINITY EXCEEDS 9 PH.
<br />4. VERIFY SUB -FLOOR MOISTURE TEST RESULTS BY CONDUCT RELATIVE HUMIDITY PER
<br />ASTM F2170. DO NOT INSTALL FLOORING IS RH EXCEED 75% RELATIVE HUMIDITY.
<br />REPORT MOISTURE TEST RESULTS TO ARCHITECT PRIOR TO FLOOR INSTALLATION.
<br />a. IF SUB -FLOOR TEST RESULTS EXCEED 75% RELATIVE HUMIDITY AND 9 PH, PROVIDE AND
<br />INSTALL MOISTURE MITIGATION SYSTEM, VERSASHIELD 95 UP TO 95% RELATIVE HUMIDITY
<br />OR VERSASHIELD MBX UP TO 99% RELATIVE HUMIDITY.
<br />b. DO NOT INSTALL IF RH WITHIN THE CONCRETE EXCEEDS 99%
<br />G. INSTALLATION
<br />1. INSTALL MOISTURE SUPPRESSION MEMBRANE WITH SMOOTH FILM SIDE FACING
<br />CONCRETE SLAB.
<br />2. INSTALL IN ACCORDANCE WITH MEMBRANE MANUFACTURER'S CURRENT WRITTEN
<br />INSTALLATION INSTRUCTIONS.
<br />3. IF ANY JOBSITE CONDITION INTERFERES WITH COMPLIANCE WITH MANUFACTURER'S
<br />INSTRUCTIONS, CONTACT MANUFACTURER AND OBTAIN WRITTEN JOB -SPECIFIC
<br />PROCEDURES. NOTIFY ARCHITECT OR T-MOBILE'S REPRESENTATIVE AS REQUIRED.
<br />4. ADHESIVES - APPLY ADHESIVE TO MINERAL -COATED SURFACE OF MOISTURE
<br />SUPPRESSION MEMBRANE. USE ONLY WATER -BASED ADHESIVES. DO NOT USE
<br />SOLVENT -BASED ADHESIVES.
<br />5. PROTECTION - PROTECT MOISTURE SUPPRESSION MEMBRANE FROM DAMAGE DURING
<br />FLOORING INSTALLATION. DO NOT TEAR, RIP, PUNCTURE, OR DELAMINATE MEMBRANE
<br />WHEN APPLYING TROWEL -ON ADHESIVE. REPAIR DAMAGED AREAS ACCORDING TO
<br />MEMBRANE MANUFACTURER'S INSTRUCTIONS BEFORE FLOORING INSTALLATION.
<br />PROVIDE CONTINUOUS, INTACT MOISTURE SUPPRESSION MEMBRANE UNDER ENTIRE
<br />DESIGNATED FLOORING AREA.
<br />6. INSTALL FLOORING ACCORDING TO FLOORING MANUFACTURER'S INSTRUCTIONS
<br />DI �iI�JN # C�►I'�
<br />092200 LIGHT GAGE METAL SUPPORT FRAMING
<br />A. SUMMARY: INTERIOR PARTITION, CEILING, AND SOFFIT CONSTRUCTION, NOT COVERED BY
<br />SECTION 054000.
<br />B. SYSTEM DESCRIPTION:
<br />1. STRUCTURAL DESIGN:
<br />a. SELECT FRAMING SYSTEMS, GAGES, SUPPORTS, BRACING, AND CONNECTIONS AS
<br />NECESSARY TO MEET THE STRUCTURAL REQUIREMENTS SPECIFIED.
<br />b. PARTITION FRAMING SHALL CONFORM TO THE WIDTHS INDICATED, UNLESS APPROVED
<br />OTHERWISE. PROVIDE THICKER GAGES AND DECREASED STUD SPACING AS NECESSARY
<br />TO MEET THE DESIGN REQUIREMENTS.
<br />2. DESIGN LOADS:
<br />a. INTERIOR CEILING ASSEMBLIES: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD, PLUS
<br />DEAD LOADS.
<br />b. INTERIOR PARTITIONS: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LATERAL LOAD.
<br />c. EXTERIOR SOFFITS: 25 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD.
<br />3. DEFLECTION REQUIREMENTS: MAXIMUM OF 1/240 THE SPAN, EXCEPT MAXIMUM 1/360 AT
<br />TILE.
<br />C. CODE REQUIREMENTS:
<br />1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED AND
<br />SPECIFIED. ASSEMBLIES SHALL BEEN TESTED IN ACCORDANCE WITH ASTM E119, AND
<br />SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES.
<br />2. COORDINATE INSTALLATION OF OTHER MATERIALS WHICH ARE A PART EACH
<br />ASSEMBLY.
<br />3. FIRE RATING REQUIREMENTS TAKE PRECEDENCE OVER THE CONSTRUCTION
<br />REQUIREMENTS INDICATED. IN THE EVENT OF CONFLICT, NOTIFY THE ARCHITECT, AND
<br />DO NOT BEGIN CONSTRUCTION IN THE AREA OF CONFLICT UNTIL THE CONFLICT HAS
<br />BEEN RESOLVED.
<br />4. PROVIDE ALL CALCULATIONS, DRAWINGS, PRODUCT DATA, AND OTHER VERIFICATION
<br />AS REQUIRED BY THE JURISDICTIONAL CODE AUTHORITY TO OBTAIN APPROVAL OF THE
<br />LIGHT GAGE METAL FRAMING INSTALLATION.
<br />D. MATERIALS:
<br />1. LIGHT GAGE METAL FRAMING: ASTM C645; GALVANIZED; PROVIDE "C" SHAPED STUDS, U
<br />SHAPED RUNNERS, HAT AND "Z" SHAPED FURRING CHANNELS, AND OTHER SIZES AND
<br />SHAPES AS NECESSARY. MINIMUM 25 GAGE, EXCEPT FURNISH THICKER GAGES AS
<br />REQUIRED TO MEET DEFLECTION REQUIREMENTS.
<br />2. COLD ROLLED CHANNELS: RUST INHIBITIVE PAINT COATING; SIZES IN ACCORDANCE
<br />WITH ASTM C754.
<br />3. SCREWS: SELF -TAPPING; LOW PROFILE HEAD.
<br />4. SECURITY MESH: AMICO (ALABAMA METAL INDUSTRIES CORP) BIRMINGHAM AL
<br />(800/366-2642); ASM .50-13F, MINIMUM 13 GAGE, UNLESS APPROVED OTHERWISE.
<br />5. PROPRIETARY CEILING SUSPENSION SYSTEM:
<br />A. MANUFACTURER:
<br />I. AS SPECIFIED: ARMSTRONG (800-207-2321).
<br />11. ACCEPTABLE SUBSTITUTIONS:
<br />III. USG INTERIORS, INC. (CHICAGO, IL; 800-874-4968).
<br />IV. CHICAGO METALLIC (CHICAGO, IL LOS ANGELES, CA; 800-323-7164).
<br />B. SUSPENSION SYSTEM: SIMILAR TO SYSTEM 650, OR 670; ASTM C635 HEAVY DUTY
<br />CLASSIFICATION.
<br />I. FURRING RUNNERS: MANUFACTURED FROM 0.020 INCH THICK STEEL 1-3/8 INCH WIDE WITH
<br />KNURLED FACE BY 1-1/2 INCHES HIGH; FACTORY PUNCHED CROSS TEE SLOTS, HANGER
<br />HOLES, AND NON -DIRECTIONAL BAYONET END TAB COUPLINGS.
<br />11. FURRING TEES: MANUFACTURED FROM 0.020 INCH THICK L-3/8 INCH WIDE WITH KNURLED
<br />FACE BY 1-1/2 INCHES HIGH; FACTORY PUNCHED CROSS TEE SLOTS AND HANGER HOLES.
<br />111. FURRING CROSS CHANNEL: 0.020 INCH THICK STEEL; 1-3/8 INCH WIDE WITH KNURLED FACE
<br />BY 7/8 INCHES HIGH BY 48 INCHES LONG WITH STRAIGHT LOCKING END TABS.
<br />IV. CROSS TEES: 0.020 INCH THICK STEEL 15/16 INCH WIDE BY 1-1/2 INCHES HIGH; WITH
<br />STAKED -ON DIP END TAB COUPLINGS, FACTORY PUNCHED CROSS TEE SLOTS.
<br />V. MOLDINGS: MANUFACTURER'S STANDARD.
<br />6. PARTITION HEAD COMPENSATING CHANNEL (NON -RATED): DESIGN FOR
<br />MINIMUM +/- 1/2" DEFLECTION. PROFILES AS INDICATED; ONE OF THE FOLLOWING:
<br />a. 20 GAGE DEEP LEG TRACK; 2 INCH LEGS.
<br />b. SLIP TRACK SYSTEMS INC. (ANAHEIM, CA; 714-761-1921) "SLP-TRK."
<br />7. OTHER FRAMING MATERIALS: FURNISH IN ACCORDANCE WITH ASTM C 754.
<br />E. PARTITION FRAMING:
<br />1. RUNNERS:
<br />a. SECURE RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES OC.
<br />b. AT CONCRETE FLOORS, USE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE
<br />ANCHORS.
<br />c. TOP RUNNER: USE PROPRIETARY COMPENSATING CHANNEL OR DEEP LEG TRACK AT
<br />CONTRACTOR'S OPTION, AS NECESSARY TO ACCOMMODATE BUILDING DEFLECTION.
<br />d. ALIGN TO TOLERANCES SPECIFIED.
<br />2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16 INCHES O.C., AND
<br />NOT MORE THAN 2 INCHES FROM ABUTTING CONSTRUCTION, AT EACH SIDE OF
<br />OPENINGS, AND AT CORNERS.
<br />3. FIT RUNNERS UNDER AND ABOVE OPENINGS; SECURE INTERMEDIATE STUDS AT
<br />SPACING OF WALL STUDS.
<br />4. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID.
<br />5. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO CEILING TRACK AT THE JAMB
<br />OF EACH DOOR FRAME AND CASED OPENING. STUDS SHALL BE THE SAME GAGE AS
<br />THE ADJACENT STUDS, BUT NO LESS THAN 20 GAGE. PROVIDE DIAGONAL STEEL STUD
<br />BRACING TO STRUCTURE AT EACH JAMB AT PARTITIONS WHICH DO NOT EXTEND TO
<br />STRUCTURE.
<br />6. COORDINATE ERECTION OF STUD SYSTEM WITH REQUIREMENTS OF DOOR AND
<br />WINDOW FRAMES, FIRE EXTINGUISHER CABINETS, RECESSED TOILET ACCESSORIES,
<br />ACCESS DOORS, AND OTHER CONSTRUCTION WITHIN MOUNTED PARTITION
<br />CONSTRUCTION.
<br />7. COORDINATE THE INSTALLATION OF FRAMING WITH THE GYPSUM BOARD INSTALLER TO
<br />ENSURE SUPPORT AT ALL BOARD EDGES. PROVIDE FRAMING IMMEDIATELY EITHER
<br />SIDE OF EXPANSION JOINTS.
<br />8. STUD SPLICING NOT PERMISSIBLE.
<br />9. AT NON -LOAD BEARING FULL HEIGHT PARTITIONS SUBJECT TO COMPRESSION CAUSED
<br />BY OVERHEAD STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL
<br />HEIGHT, EXCEPT AS OTHERWISE INDICATED. DO NOT RIGIDLY CONNECT STUD TO TOP
<br />RUNNER.
<br />10. STUD BRIDGING:
<br />a. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH, AND WITH RIGID FACING
<br />MATERIAL ON ONE STUD FLANGE ONLY, PROVIDE 3/4" BRIDGING CHANNELS IN
<br />HORIZONTAL ROWS AT A MAXIMUM OF 5'-0" ON CENTER FOR THE FULL HEIGHT OF THE
<br />PARTITION.
<br />b. INTERIOR FULL HEIGHT PARTITIONS (STUDS EXTENDING FROM THE FLOOR TO THE
<br />STRUCTURE ABOVE) WITH RIGID FACING MATERIAL STOPPING T-0" OR MORE BELOW TOP
<br />OF STUDS - PROVIDE ONE ROW 3/4" BRIDGING CHANNEL HORIZONTALLY AT TERMINATION
<br />OF GYPSUM BOARD MATERIAL, AND ONE ADDITIONAL ROW FOR EACH 5'-0" OF EXPOSED
<br />STUDS.
<br />C. INSTALL STUD BRIDGING CHANNELS IN LONG LENGTHS, WIRE TYING AND LAPPING THE
<br />JOINTS A MINIMUM OF 12."
<br />11. ATTACH BRIDGING CHANNEL TO EACH STUD AS SHOWN IN MANUFACTURER'S PRINTED
<br />INSTRUCTIONS.
<br />12. INSTALL SECURITY MESH AT ALL WALLS OF THE INVENTORY ROOM PER SECTION
<br />092200.
<br />F. CEILING AND SOFFIT FRAMING:
<br />1. COORDINATE LOCATIONS OF HANGERS AND SUPPORTS WITH THE WORK OF OTHER
<br />SECTIONS.
<br />2. PROVIDE CEILING AND SOFFIT FRAMING AS INDICATED. WHERE NOT INDICATED
<br />PROVIDE, STUD AND RUNNER FRAMING, SUSPENDED FRAMING, OR PROPRIETARY
<br />SUSPENDED FRAMING.
<br />3. PROPRIETARY SUSPENDED FRAMING: INSTALL IN ACCORDANCE WITH
<br />MANUFACTURER'S RECOMMENDATIONS.
<br />4. STUD AND RUNNER FRAMING:
<br />a. SECURE RUNNERS TO STRUCTURE ABOVE WITH FASTENERS AT A MAXIMUM OF 24 INCHES
<br />ON CENTER. SIZE FASTENERS AND USE REINFORCEMENTS AS NECESSARY TO SUPPORT
<br />THE DEAD LOADS APPLIED.
<br />b. SCREW FASTEN FRAMING AT EACH FLANGE JOINT.
<br />c. SPACE STUDS AT 16 INCHES ON CENTER AT HORIZONTAL LOCATIONS.
<br />d. SELECT MEMBERS TO MEET THE STRUCTURAL REQUIREMENTS SPECIFIED.
<br />5. LIGHT GAGE SUSPENDED FRAMING:
<br />a. INSTALL IN ACCORDANCE WITH ASTM C754, UNLESS INDICATED OR SPECIFIED
<br />OTHERWISE.
<br />b. SUSPEND CEILING FROM OVERHEAD STRUCTURAL ELEMENTS ONLY. DO NOT SUPPORT
<br />FROM ANY ELECTRICAL, HVAC, PLUMBING, OR SPRINKLER SYSTEM COMPONENTS.
<br />c. SPACE CARRYING CHANNELS 4 FEET ON CENTER WITH SPLICES LAPPED 12 INCHES AND
<br />TIED.
<br />d. SUPPORT COLD ROLLED CARRYING CHANNELS WITH HANGER WIRES SPACED AT 3 FEET
<br />ON CENTER FOR LATH AND PLASTER CEILINGS AND 4 FEET ON CENTER FOR GYPSUM
<br />BOARD CEILINGS. LOOP HANGER WIRE AROUND SUPPORT ELEMENT AND TIGHTLY WRAP
<br />AROUND VERTICAL WIRE 3 TIMES; CUT OFF NEATLY.
<br />' ON � \ ■- ,
<br />D E
<br />e. SPACE FURRING CHANNELS 16" O.C. WITH SPLICES LAPPED 12", MINIMUM AND TIED; CLIP
<br />OR SADDLE TIE TO RUNNER CHANNELS WITH 16-GAGE TIE WIRE.
<br />f. WHERE OVERHEAD OBSTRUCTIONS PREVENT THE REGULAR SPACING OF HANGERS,
<br />PROVIDE SECONDARY CARRYING MEMBERS FOR INDIRECT SUPPORT OF THE
<br />SUSPENSION SYSTEM, OR REINFORCE THE NEAREST ADJACENT HANGERS AND RELATED
<br />FRAMING COMPONENTS AS REQUIRED TO SPAN THE REQUIRED DISTANCE.
<br />6. STABILIZE SUSPENDED CEILING, SOFFIT, AND FASCIA FRAMING AGAINST LATERAL
<br />MOVEMENT BY MEANS OF DIAGONAL BRACING. AT LOCATIONS WHERE PARTITIONS
<br />EXTEND TO CEILING, ONLY, INSTALL SUPPLEMENTARY BRACING AT MAXIMUM 8'-0" O.C.
<br />ALONG LENGTH OF PARTITION, AND ABOVE EACH DOOR HINGE AND STRIKE JAMB.
<br />7. FORM OPENINGS IN CEILINGS AND FRAME OPENINGS FOR RECESSED LIGHT FIXTURES,
<br />AIR DIFFUSERS, ACCESS DOORS, HATCHES, ETC.
<br />8. INSTALL SUPPLEMENTARY HANGER WIRES FOR SUPPORT OF CEILING MOUNTED
<br />EQUIPMENT.
<br />G.BACKING:
<br />1. PROVIDE STEEL BACKING WHERE INDICATED. AT CONTRACTOR'S OPTION STEEL
<br />BACKING PLATES MAY BE SUBSTITUTED FOR WOOD BLOCKING, EXCEPT WOOD
<br />BLOCKING SHALL BE USED AT THE FOLLOWING LOCATIONS: HANDRAILS, GUARDRAILS,
<br />GRAB BARS, AND SIMILAR SAFETY ITEMS.
<br />2. UNLESS INDICATED OTHERWISE, STEEL BACKING SHALL CONSIST OF MINIMUM 4 INCH
<br />WIDE 16 GAGE STEEL PLATE SCREWED RIGIDLY TO THE STUDS.
<br />H. INSTALLATION TOLERANCES:
<br />1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8
<br />INCH IN 10 FEET IN ANY DIRECTION.
<br />2. LOCATE ASSEMBLIES WITHIN 1/4 INCH OF REQUIRED LOCATIONS.
<br />METAL STUD SCHEDULE
<br />INTERIOR
<br />HEIGHT
<br />STUD
<br />FLANGE
<br />GAGE
<br />SPACING
<br />12'4"
<br />3 5/8"
<br />1 5/8"
<br />20
<br />24" O.C.
<br />14'-0"
<br />3 5/8"
<br />1 5/8"
<br />20
<br />16" O.C.
<br />16'4"
<br />3 5/8"
<br />1 5/8"
<br />18
<br />16" O.C.
<br />18'4"
<br />3 5/8"
<br />1 5/8"
<br />1 16
<br />12" O.C.
<br />EXTERIOR
<br />HEIGHT
<br />STUD
<br />FLANGE
<br />GAGE
<br />SPACING
<br />12'-0"
<br />6"
<br />2"
<br />18
<br />16" O.C.
<br />14'-0"
<br />6"
<br />2"
<br />16
<br />12" O.C.
<br />16'-0"
<br />6"
<br />2 1/2"
<br />14
<br />12" O.C.
<br />18'-0"
<br />6"
<br />2 1/2"
<br />12
<br />12" O.C.
<br />092200 INVENTORY ROOM SPECIFICATIONS
<br />A.WALLS AND CEILING
<br />1. WALLS MUST BE DECK -TO -DECK, CEILING TO HARD DECK CEILING, OR 6" ABOVE
<br />CEILING AS DESCRIBED IN THE WALL TYPES ON SHEET A531.
<br />2. HARDENING: EXPANDED CARBON STEEL AND FIBER -CEMENT BACKERBOARD
<br />MATERIALS MUST BE INSTALLED ON THE INTERIOR SIDE OF THE INVENTORY ROOM
<br />WALL STUDS.
<br />a. EXPANDED CARBON STEEL SECURITY MESH: AMICO (ALABAMA METAL INDUSTRIES CORP)
<br />BIRMINGHAM AL (800/366-2642); ASM .50-13F, MINIMUM 13 GAGE, UNLESS APPROVED
<br />OTHERWISE. INSTALL ON THE INTERIOR SIDE OF THE WALL STUDS.
<br />I. STEEL MUST MEET OR EXCEED ASTM A-569 HSLA STEEL. CONVENTIONAL EXPANDED
<br />CARBON STEEL THAT IS NOT MANUFACTURED SPECIFICALLY FOR SECURITY PURPOSES
<br />IS NOT ACCEPTABLE FOR THIS USE.
<br />11. CARBON STEEL (MESH) SIZE OPENINGS MAY NOT EXCEED THE FOLLOWING
<br />DIMENSIONS: 0.5 INCH X 1.26 INCHES.
<br />III.ANCHOR THE EXPANDED CARBON STEEL (INCLUDING ALL SEAMS) TO EACH STUD
<br />USING SECURE CLIPS [AMICO SECURA CLIPS] (FASTENERS WITH AN EXPANDED
<br />SURFACE AREA) WITH FLAT HEAD, PHILLIPS, ONE-WAY, STEEL SCREWS SPACED NO
<br />MORE THAN 12 INCHES APART VERTICALLY (DRYWALL SCREWS ARE UNACCEPTABLE).
<br />STEEL SCREWS MUST PENETRATE THROUGH THE STUDS BY AT LEAST 0.25 INCH, PER
<br />MANUFACTURER INSTRUCTIONS.
<br />IV. END JOINTS MUST BE BUTTED AND OCCUR OVER STUDS. IF OVERLAPPING IS
<br />NECESSARY, A LONGER SCREW MUST BE USED TO MAINTAIN A 0.25 INCH STUD
<br />PENETRATION.
<br />B. FIBER -CEMENT BACKERBOARD
<br />I. INSTALL 0.5 INCH FIBER -CEMENT HARDIBACKER (JAMES HARDIE BUILDING PRODUCTS,
<br />INC.) BACKERBOARD ON THE INTERIOR SIDE OF THE WALL STUDS (BUT DIRECTLY OVER
<br />THE EXPANDED CARBON STEEL).
<br />11. HARDIBACKER FIBER -CEMENT BACKERBOARD MUST BE INSTALLED IN ACCORDANCE
<br />WITH THE MANUFACTURER'S INSTRUCTIONS. HARDIBACKER INFORMATION CAN BE
<br />FOUND AT:
<br />HTTP://WVWV.JAMESHARD IE.COM/BACKERBOARD/HOMEOWNER/HARDI BACKER500, PHP
<br />III.END JOINTS MUST BE BUTTED AND OCCUR OVER STUDS.
<br />4. AVOID VENTS IN THE INVENTORY ROOMS. IF REQUIRED, VENTS OR LOUVERS MUST BE:
<br />a. NO GREATER THAN 24 SQUARE INCHES AND LOCATED BEHIND (EXTERIOR SIDE OF) THE
<br />EXPANDED CARBON STEEL DESCRIBED IN SECTION 1.3.1 (ABOVE).
<br />b. SUPPLY / RETURN DUCTS SHALL NOT EXCEED 24" SQUARE. INSTALL BURGLAR BARS IF
<br />OPENING EXCEEDS THE RECOMMENDED SIZES.
<br />B. INVENTORY ROOM DOOR (SEE DOOR SCHEDULE AND BELOW)
<br />1. INVENTORY ROOMS MAY ONLY HAVE ONE (1) ACCESS POINT/DOOR.
<br />2. DUTCH DOORS MUST NOT BE INSTALLED.
<br />3. THE DOOR MUST BE METAL OR OF SOLID CORE WOOD CONSTRUCTION, AND A MINIMUM
<br />OF 1.75 INCHES THICK.
<br />a. A METAL DOOR MUST BE OF 16-GAUGE STEEL. E-016;
<br />b. A SOLID CORE WOODEN DOOR REQUIRES A 16-GAUGE STEEL SKIN.
<br />c. THE DOOR MAY NOT HAVE VENTS, LOUVERS, OR CONTAIN ANY OPENINGS OTHER THAN
<br />THOSE NECESSARY TO AFFIX THE DOOR HARDWARE/HANDLE.
<br />4. THE DOOR FRAME MUST BE STEEL AND REINFORCED TO ENSURE DURABILITY.
<br />a. THE STEEL FRAME MUST BE ANCHORED TO THE WALL IN ACCORDANCE WITH
<br />MANUFACTURER INSTRUCTIONS OR BEST PRACTICES;
<br />b. SUPPORTING WALL STRUCTURES MUST CONSIST OF DOUBLE STUDDING OR FRAMING OF
<br />EQUIVALENT STRENGTH; AND
<br />c. THERE MUST NOT BE MORE THAN 0.125 INCH CLEARANCE BETWEEN THE DOOR AND THE
<br />FRAME.
<br />5. THE DOOR MUST BE EQUIPPED WITH A PROPERLY FUNCTIONING, COMMERCIAL GRADE,
<br />AUTOMATIC DOOR CLOSER DEVICE.
<br />6. IF THE DOOR HINGES ARE ACCESSIBLE FROM THE EXTERIOR SIDE, THE HINGE MUST BE
<br />A HEAVY DUTY CONTINUOUS (PIANO OR ROTON) HINGE.
<br />7. THE DOOR MUST BE EQUIPPED WITH A LATCH GUARD COVERING THE EXTERIOR LATCH
<br />EXPOSURE.
<br />CLOCKS/ KEYS
<br />1. INVENTORY ROOM DOORS MUST BE EQUIPPED WITH HIGH QUALITY, COMMERCIAL
<br />GRADE LOCKS THAT:
<br />a. USE MANUFACTURER -RESTRICTED KEYWAYS (INCLUDING INSTAKEY) AND
<br />b. CANNOT BE SET IN AN UNLOCKED STATE (I.E., STOREROOM FUNCTION).
<br />2. THE SECURITECH 4850 MP 5 POLICE LOCK (5-POINT SECURITY LOCK) LOCKING SYSTEM
<br />MUST BE INSTALLED ON THE INTERIOR SIDE OF THE INVENTORY ROOM TO SECURE THE
<br />INVENTORY ROOM DOOR AFTER HOURS. SECURITECH 4850 INFORMATION CAN BE
<br />FOUND AT:
<br />a. HTTP://WVWV.SECURITECH.COM/DO1-MP-POLICE-LOCK.HTML AND
<br />b.
<br />HTTP://WWW. SECURITECH,COM/WE/20CATALOG/4/20MULTI-POINT/20LOCKING/D18. PDF
<br />092813 GYPSUM SHEATHING
<br />A. MATER IALS:
<br />1. GYPSUM SHEATHING: ONE OF THE FOLLOWING:
<br />A. G-P GYPSUM CORPORATION "DENS -GLASS GOLD"; GLASS MAT FACED; ASTM C1177; 1/2
<br />INCH THICK
<br />B. USG FIBEROCK BRAND SHEATHING WITH AQUA -TOUGH TM; 1/2 INCH THICK.
<br />2. SCREWS: GALVANIZED; SELF -DRILLING; SELF -DRILLING, BUGLE HEAD SCREWS;
<br />MINIMUM 1-1/4 INCH LONG.
<br />B. INSTALLATION:
<br />1. INSTALL SQUARE EDGE BOARDS PARALLEL OR PERPENDICULAR TO FRAMING. INSTALL
<br />BOARDS PARALLEL TO FRAMING AT FIRE RATED WALLS. APPLY SHEATHING WITH
<br />JOINTS STAGGERED. ALL EDGES SHALL BE FIRMLY SUPPORTED.
<br />2. INSTALL SHEATHING WITH COATING TOWARDS EXTERIOR.
<br />3. SCREW TO FRAMING. SPACE FASTENERS 8 INCHES O.C. IN FIELD AND 4 INCHES O.C. AT
<br />ENDS ALONG EACH FRAMING MEMBER.
<br />4. 4. DO NOT BRIDGE EXPANSION OR SEISMIC JOINTS.
<br />DI" SIO D0
<br />092900 GYPSUM BOARD
<br />A. QUALITY CONTROL:
<br />1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED. ASSEMBLIES
<br />SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES.
<br />B. MATERIALS:
<br />1. SYNTHETIC GYPSUM BOARD:
<br />a. MANUFACTURERS: NATIONAL GYPSUM CO. "GOLD BOND BRAND"; USG
<br />CORPORATION, "SHEETROCK BRAND"; TEMPLE -INLAND GYPSUM, "SYNTHETIC GYPSUM."
<br />b. 5/8 INCH THICK UNLESS NOTED OTHERWISE; PROVIDE TYPE X IN FIRE RATED PARTITIONS.
<br />c. STANDARD BOARD: ASTM C36.
<br />2. ACCESSORIES:
<br />a. TRIM: CONCEALED FLANGE SCREW -ON TYPE; METAL: GA 216.
<br />b. JOINT COMPOUND, TAPE, AND FINISHING COMPOUND: ASTM C475 AND GA 216.
<br />c. SCREWS: ASTM C1002.
<br />d. PROPRIETARY SKIM COAT: USG "TUFF -HIDE SHEETROCK BRAND PRIMER -SURFACER."
<br />C. INSTALLATION:
<br />1. INSTALLATION STANDARD: UNLESS SPECIFIED OTHERWISE, PERFORM WORK IN
<br />ACCORDANCE WITH GYPSUM ASSOCIATION 216, "RECOMMENDED SPECIFICATIONS FOR
<br />THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD."
<br />2. INSTALL WATER RESISTANT BOARD RESTROOM WALLS AS A SUBSTRATE FOR
<br />SURFACES
<br />3. SCREW FASTEN BOARD TO FRAMING, UNLESS APPROVED OTHERWISE.
<br />4. TRIM:
<br />a. USE LONGEST PRACTICAL LENGTHS, WITH NO PIECE LESS THAN 2 FEET LONG FOR
<br />CONTINUOUS RUNS GREATER THAN 8 FEET. SECURELY FASTEN AND ALIGN TRIM ENDS AT
<br />JOINTS.
<br />b. PLACE CONCEALED FLANGE CORNER BEADS AT ALL EXTERNAL CORNERS. AT ANGLES
<br />OTHER THAN 90 DEGREES, BEND THE FLANGE TO CONFORM TO THE ANGLE.
<br />c. PLACE CONCEALED FLANGE TYPE L TRIM WHERE GYPSUM BOARD ABUTS DISSIMILAR
<br />MATERIALS.
<br />d. USE J TRIM AT EXPOSED GYPSUM BOARD EDGES (INCLUDING LIGHT COVES) WHERE
<br />SEALANT JOINT IS INDICATED.
<br />5. CONTROL JOINTS:
<br />a. POSITION CONTROL JOINTS TO INTERSECT LIGHT FIXTURES, AIR DIFFUSERS, DOOR
<br />OPENINGS, AND OTHER AREAS OF STRESS CONCENTRATION.
<br />b. POSITION CONTROL JOINTS AT LOCATIONS WHERE EXPANSION OR CONTROL JOINTS
<br />OCCUR IN THE BUILDING STRUCTURE.
<br />c. LOCATE CONTROL JOINTS TO FORM RECTANGULAR OR SQUARE SECTIONS, IN "L," "U," "T,"
<br />OR OTHER IRREGULARLY SHAPED AREAS.
<br />6. FINISHING:
<br />a. PROVIDE FINISHING IN ACCORDANCE WITH GA 214.
<br />b. WHERE NECESSARY TO SAND, DO SO WITHOUT DAMAGING THE FACE OF THE GYPSUM
<br />BOARD.
<br />c. LEVELS OF FINISH: PROVIDE AS NOTED IN DRAWINGS
<br />c.a. LEVEL 4: SALES AREA. PROVIDE UNLESS INDICATED OR SPECIFIED OTHERWISE.
<br />c.b. LEVEL 3: PUBLIC TOILET ROOMS & HALLWAYS OR AS NOTED ON DRAWINGS.
<br />c.c. LEVEL 2: BACK OF HOUSE, STORAGE ROOMS, MECHANICAL ROOMS, JANITOR'S CLOSETS
<br />OR AS NOTED ON DRAWINGS.
<br />CA. LEVEL 1: PROVIDE AT THE FOLLOWING LOCATIONS:
<br />c.d.a. SURFACES OF FIRE RATED ASSEMBLIES CONCEALED FROM VIEW IN THE FINISHED
<br />WORK ("FIRE TAPING").
<br />c.d.b. SURFACES OF ACOUSTICAL ASSEMBLIES CONCEALED FORM VIEW IN THE FINISHED
<br />WORK
<br />c.e. LEVEL 0: PROVIDE AT THE FOLLOWING LOCATIONS:SURFACES OF NON -FIRE RATED
<br />ASSEMBLIES CONCEALED FROM VIEW IN THE FINISHED WORKLEVEL 4 AND 5 FINISHES:
<br />RETURN TO THE SITE AFTER PRIMER IS APPLIED, AND TOUCH-UP SURFACE DEFECTS.
<br />D. PROPRIETARY SKIM COAT MATERIAL MAYBE USED IN LIEU OF JOINT COMPOUND AS SKIM
<br />COAT AT LEVEL 5 SURFACES
<br />093105 CERAMIC TILE
<br />A. GENERAL
<br />1. RELATED DOCUMENTS
<br />a. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND
<br />SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 1 SPECIFICATION SECTIONS, APPLY
<br />TO THIS SECTION.
<br />b. STATIC COEFFICIENT OF FRICTION: FOR TILE INSTALLED ON WALKWAY SURFACES,
<br />PROVIDE PRODUCTS WITH THE FOLLOWING VALUES AS DETERMINED BY TESTING
<br />IDENTICAL PRODUCTS PER ASTM C 1028:
<br />c. LEVEL SURFACES: MINIMUM 0.6.
<br />B. PRODUCTS
<br />1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE
<br />PRODUCTS AS SHOWN ON FINISH MATERIAL SCHEDULE.
<br />a. TILE -SETTING AND -GROUTING MATERIALS: AS SHOWN ON FINISH MATERIAL SCHEDULE.
<br />2. ANSI CERAMIC TILE STANDARD: PROVIDE TILE THAT COMPLIES WITH STANDARD GRADE
<br />REQUIREMENTS OF ANSI A137.1, "SPECIFICATIONS FOR CERAMIC TILE," FOR TYPES,
<br />COMPOSITIONS, AND OTHER CHARACTERISTICS INDICATED.
<br />3. ANSI STANDARDS FOR TILE INSTALLATION MATERIALS: PROVIDE MATERIALS
<br />COMPLYING WITH REFERENCED ANSI STANDARDS,
<br />4. COLORS, TEXTURES, AND PATTERNS: FOR TILE, GROUT, AND OTHER PRODUCTS
<br />REQUIRING SELECTION OF COLORS, SURFACE TEXTURES, PATTERNS, AND OTHER
<br />APPEARANCE CHARACTERISTICS, COMPLY WITH THE FOLLOWING REQUIREMENTS:
<br />a. MATCH COLORS, TEXTURES, AND PATTERNS INDICATED BY REFERENCING
<br />MANUFACTURER'S STANDARD DESIGNATIONS FOR THESE CHARACTERISTICS.
<br />5. FACTORY BLENDING: FOR TILE EXHIBITING COLOR VARIATIONS WITHIN THE RANGES
<br />SELECTED DURING SAMPLE SUBMITTALS, BLEND TILE IN THE FACTORY AND PACKAGE
<br />SO TILE UNITS TAKEN FROM ONE PACKAGE SHOW THE SAME RANGE IN COLORS AS
<br />THOSE TAKEN FROM OTHER PACKAGES AND MATCH APPROVED SAMPLES.
<br />6. FLOOR TILE: PROVIDE FLAT TILE COMPLYING WITH THE FOLLOWING REQUIREMENTS:
<br />a. COMPOSITION: AS NOTED IN DRAWINGS.
<br />b. FACIAL DIMENSIONS: AS NOTED IN DRAWINGS.
<br />c. THICKNESS: AS NOTED IN DRAWINGS
<br />d. FACE: AS NOTED IN DRAWINGS.
<br />e. FOR LATEX-PORTLAND CEMENT MORTARED AND GROUTED PAVER TILE, PRE -COAT WITH
<br />TEMPORARY PROTECTIVE COATING.
<br />7. 7. WALL TILE: PROVIDE FLAT TILE COMPLYING WITH THE FOLLOWING REQUIREMENTS:
<br />a. MODULE SIZE: AS NOTED IN DRAWINGS
<br />b. THICKNESS: AS NOTED IN DRAWINGS
<br />c. FACE: AS NOTED IN DRAWINGS
<br />d. MOUNTING: PRE -GROUTED SHEETS OF TILES FACTORY ASSEMBLED AND GROUTED WITH
<br />MANUFACTURER'S STANDARD SILICONE RUBBER COMPLYING WITH ANSI A118.6.
<br />8. WATERPROOFING FOR THIN -SET TILE INSTALLATIONS: PROVIDE PRODUCTS THAT
<br />COMPLY WITH ANSI Al18.10.
<br />9. SETTING MATERIALS: AS FOLLOWS:
<br />a. LATEX-PORTLAND CEMENT MORTAR: ANSI A118.4, COMPOSED AS FOLLOWS:
<br />b. PREPACKAGED DRY -MORTAR MIX: FACTORY -PREPARED MIXTURE OF PORTLAND CEMENT;
<br />DRY, REDISPERSIBLE, ETHYLENE VINYL ACETATE ADDITIVE; AND OTHER INGREDIENTS TO
<br />WHICH ONLY WATER NEEDS TO BE ADDED AT PROJECT SITE.
<br />c. MIXTURE OF DRY -MORTAR MIX AND LATEX ADDITIVE: MIXTURE OF PREPACKAGED
<br />DRY -MORTAR MIX AND LIQUID -LATEX ADDITIVE COMPLYING WITH THE FOLLOWING
<br />REQUIREMENTS:
<br />10. LATEX ADDITIVE: STYRENE BUTADIENE RUBBER.
<br />11. LATEX ADDITIVE: ACRYLIC RESIN.
<br />a. CHEMICAL -RESISTANT, WATER -CLEANABLE, CERAMIC TILE -SETTING AND -GROUTING
<br />EPDXY: ANSI A118.3.
<br />b. PROVIDE PRODUCT CAPABLE OF RESISTING CONTINUOUS AND INTERMITTENT EXPOSURE
<br />TO TEMPERATURES OF UP TO 140 DEG F (60 DEG C) AND 212 DEG F (100 DEG C),
<br />RESPECTIVELY, AS CERTIFIED BY MORTAR MANUFACTURER FOR INTENDED USE.
<br />c. WATER -CLEANABLE, TILE -SETTING EPDXY ADHESIVE: ANSI A118.3.
<br />d. GROUT FOR EXTERIOR: LATICRETE 4237 LATEX THIN SET MORTAR ADDITIVE WITH 211
<br />CRETE FILLER POWDER OR LATICRETE 3701 LATEX ADMIXTURE WITH LATICRETE FLOOR
<br />AND WALL THIN SET. PROVIDE LATICRETE 9235 WATERPROOF MEMBRANE PER MFR.
<br />RECOMMENDATIONS.
<br />12. GROUTING MATERIALS: AS FOLLOWS:
<br />a. LATEX-PORTLAND CEMENT GROUT: ANSI A118.6 FOR MATERIALS DESCRIBED IN SECTION
<br />H-2.4, COMPOSED AS FOLLOWS:
<br />a.a. MIXTURE OF DRY -GROUT MIX AND LATEX ADDITIVE: MIXTURE OF FACTORY -PREPARED,
<br />DRY -GROUT MIX AND LATEX ADDITIVE COMPLYING WITH THE FOLLOWING
<br />REQUIREMENTS:
<br />13. UNSANDED DRY -GROUT MIX: DRY -SET GROUT COMPLYING WITH ANSI A118.6 FOR
<br />MATERIALS DESCRIBED IN SECTION H-2.3, FOR JOINTS 1/8 INCH (3.2 MM) AND
<br />NARROWER.
<br />14. SANDED DRY -GROUT MIX: COMMERCIAL PORTLAND CEMENT GROUT COMPLYING WITH
<br />ANSI A118.6 FOR MATERIALS DESCRIBED IN SECTION H-2.1, FOR JOINTS 1/8 INCH (3.2
<br />MM) AND WIDER.
<br />15. LATEX ADDITIVE: STYRENE BUTADIENE RUBBER.
<br />16. LATEX ADDITIVE: ACRYLIC RESIN.
<br />Mobile
<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.
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<br />02/10/2022
<br />CONSULTING ENGINEER:
<br />DESCROMON DATE
<br />DATE: February 5, 2022
<br />,„
<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 />4
<br />3
<br />2
<br />SHEET NUMBER:
<br />A704
<br />.;i
<br />
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