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WARRANTIES
<br />ARCHITECTURAL SPECIFICATIONS
<br />NOTE: NOT ALL ITEMS ARE APPUCABLE TO THIS PROJECT
<br />0. GYPSUM BOARD SYSTEMS
<br />PFODL)CTS/MANUFACTUPEFIS
<br />DOMTAR GYPSUM COMPANY
<br />GEOPGA-PACIFC CORPORATION
<br />GOLD BOND BUILDING PRODUCTS
<br />UNITED STATES GYPSUM 00.
<br />GYPSUM BOARD MATERIALS
<br />STANDARD GYPSUM BOARD ASTM C36,5/8 INCH THICK ENDS
<br />SQUARE CJJT TAPERED EDGES
<br />FF WD GYPSUM BOARD ASTM C36 FIRE RESISTIVE- TYPE, UL
<br />RAW, 8 INCH THICK ENDS SQUARE �,Of, TAPERED EDGES
<br />MOISTURE RESISTANT GYPSUM BOARD ASTM C= 5/8 INCH THICK
<br />ENDS SQUARE CUT, TAPERED EDGES
<br />ACCESSORIES
<br />THERMAL INSULATION AS DEFINED
<br />CORNER BEADS, METAL
<br />EDGE TRIM, GA 201 AND GA 216- TYPE L, LK U EXPOSED REVEAL
<br />BEAD JOINT MATERIALS ASTM C475 RENFORCING TAPE, JOINT
<br />COMPOUND, ADHESIVE AND WATER
<br />P, METAL FRAMING AND FURRING
<br />SECTION INCWDES
<br />WALL, BULKHEAD� CEILING, AND FURRED SPACE
<br />FRAMING
<br />SYSTEM DESCRIPTION
<br />TO LIMIT FINISH SURFACE DEFLECTION TO 1/180 UNDER
<br />LATERAL PONT LOAD OF 100 LBS
<br />FABRICATE HORIZONTAL CELNG AND SOFFIT FRAMING TO
<br />LIW FINISH SURFACE TO 1/360 DEFLECTION UNDER
<br />SUPERIMPOSED DEAD LOADS AND WIND UPLIFT,
<br />FABRICATE VERTICAL WALL AND FURRED SPACE FRAMING
<br />PROIDUCTS/MANUFACTURERS
<br />MANUFACTURERS: PRODUCTS OF TYPES SPECIFIED
<br />IF ANY OF THE FOLLOWING LISTED FIRMS:
<br />DALE INDUSTRIES, INC.
<br />DIETRICH INDUSTRES� INC.
<br />GOLD BOND BUILDING PRODUCTS,
<br />USG NDUSTRIES.
<br />FRAMING MATERIALS
<br />INTEP40R WALLS: AS SPEaFED ON PLANS.
<br />FURRING., CHAMELa FORMED STEEL� MINIMUM
<br />25 GAGE THICK 3/8 INCH DEEP X 3/4 INCH
<br />MAN CEILING CHANNELS- FORMED STEEL4
<br />MINIMUM 18 GAGE THICK, 3/4 INCH DEEP X 1-1/2
<br />INCH HIGH; LENGTH AS REQUIRED.
<br />HANGERS GALVANIZED STEEL, OF SIZE AND TYPE TO
<br />SUIT APPLICATION TO RIGIDLY SUPPORT CEILING
<br />COMPONENTS IN PLACE, TO DEFLECTION LIMITS AS
<br />INDICATED.
<br />LATERAL EFACINIG FORMED STEEL, MINIMUM 16
<br />GALGE THICK S12E AND LENGTH AS REQUIRED.
<br />CASING BEAD. FORMED SHEET STEEL; MINIMUM 26
<br />GAGE THICK DEPTH GOVERNED BY PLASTER
<br />THMESS; MAXJMUIVI POSSIBLE LENGTHR,
<br />EXPANDED METAL FLANGES� WITH SQUARE EDGES.
<br />CORNER BEAD FORMED SHEET STEEL, MINIMUM 26
<br />GAGE THICK DEPTH GOVERNED BY RASTER
<br />THICKNESS, MAXAMUM POSSIBLE LENGTI-e,
<br />EXPANDED METAL FLANGES, WITH BULLNOSED EDGE.
<br />BASE SCREED FORMED SHEET STEEL, MINIMUM 26
<br />GAGE THICK� DEPTH GOVERNED BY PLASTER
<br />THICKNESS, MAMMUM POSSIBLE LENGTHS;
<br />EXPANDED METAL FLAINGES, W7H BEVELLED EDGE
<br />ACCESSORIES
<br />FACTORY FABRICATED AND FINISH TRIM UNITS
<br />TYPES FOR FORMING PEVEALS� VEI'NITS OR OTHER
<br />INDICATED TRIM OR FEATURES SHALL BE OF TYPE AND
<br />DESIGN INDICATED, EXTRUDED ALUMINUM (6063-T5
<br />ALLOY) AS MANUFACTURED BY FRY REGLET CO, MM
<br />SYSTEMS OR AS APPROVED BY ARCHITECT
<br />ANCHORAGE TIE WIFE, NALS, SCREWS AND OTHER
<br />METAL SUPPORTS, OF TYPE AND SIZE TO SUIT
<br />APPLICATION TO RGIDLY SECURE MATERIALS IN PLACE
<br />POLYETHYLENE SHEET. CLEAR 6 MIL THICK
<br />TE WIRE ANNEALED GALVANIZED STEEL
<br />FINISHES
<br />FRAMING MATERIALS: GALVANIZED.
<br />HANGERS, ANCHORS, AND FASTENING DEVICES.
<br />GALVANIZED.
<br />LATH MATERIALS: GALVANIZED.
<br />INSTALLATION
<br />VERIFY THAT SURFACES CONDITIONS ARE READY TO
<br />RECEIVE WORK.
<br />WALL AND FURRED SPACE FRAMING
<br />INSTALL LATHING AND FURRINIG FOR PORTLAND CEMENT
<br />PLASTER WORK IN ACC09DANCE WITH ASTM C1063
<br />ERECT WALL FURI*G BY DIRECTLY ATTACHING TO
<br />MASONRY WALLS.
<br />ERECT FURRINGG CHANNELS AT VERTICALLY, SECURE WITH
<br />FASTENERS ON ALTERNATE CHANNEL FLANGES AT
<br />MAMMUM 24 INCHES OC,
<br />SPACING3 FURRING CHANNELS MAXIMUM 24 INCHES
<br />ON CENTER NOT MORE THAN 4 INCHES FROM FLOOR
<br />AND CEILING LINES
<br />CEILING AND SOFFIT FRAMING
<br />INSTALL FJRRING TO HEIGHT INDICATED ERECT AFTER
<br />ABOVE CEILING OR SOFFIT WORK IS COMPLETE
<br />COORDINATE THE LOCATION OF HANGERS WITH OTHER WORK
<br />INSTALL FURFIINGi NDEPEMENT OF WALLS, COLUMNS,
<br />AND ABOVE CEILING WORK
<br />SECURELY ANCHOR HANGERS TO STRUCTURAL MEMBERS
<br />OR EMBED IN STRUCTURAL SLAB SPACE HANGERS TO
<br />ACHIEVE DEFLECTION LIMITS INDICATEIA
<br />SPACE MAIN CARRYING CHANNELS AT MAXIMUM 48
<br />INCH CENTERS; NOT MORE THAN 2 INCHES FROM WALL
<br />SURFACES LAP SPLICE SECURELY.
<br />SECURELY FIX CARRYING CI-ANNEL-S TO HANGERS TO
<br />PREVENT TURNING OR TWISTING AND TO TRANSMIT FULL
<br />LOAD TO HANGERS.
<br />PLACE FURRING CHANNELS PERPENDICULAR TO CARRYING
<br />CHANNELS, NOT MORE THAN 2 INCHES FROM
<br />PERIMETER WALLS� AND RIGIDLY SECURE, LAP SPLICE
<br />SECURELY.
<br />RENFORCE OPENINGS IN SUSPENSION SYSTEM WHICH
<br />INTERRUPT MAIN CARRYING CHANNELS OR FURRING
<br />CHANNELS WITH LATERAL CHANNEL BRACING EXTEND
<br />BRAaNG3 MINIMUM 24 INCHES PAST EACH OPENING
<br />LATERALLY BRACE SUSPENSION SYSTEM.
<br />TOLERANCES
<br />MAXIMUM VARIATION FROM TRUE LINES AND LEVELS.
<br />V8 INCH IN 10 FEET.
<br />MAXIMUM VARIATION FROM TRUE POSITION: V8 INCH
<br />Q. SUSPENDED ACOUSTICAL CEILING
<br />CEILINGS. THE MANUFACTURER WARRANTS THAT THE
<br />C9LINGjS WILL REMAIN FREE FROM SAQ WARP, OR
<br />DELAMINATION AS A DIRECT RESULT OF DEFECTS IN THE
<br />MATERIALS OR FACTORY WORKMANSHIP, SUBJECT TO WARRANTY
<br />PROVISIONS OR INSTALLATION CONDITIONS AND EXCLUSIONS.
<br />WARRANTY PERIOD TEN YEARS FROM DATE OF INSTALLATION
<br />PRODUCTS
<br />ACOUSTICAL CEIUIG2 PANELS AND SUSPENSION SYSTEM
<br />ARMSTROING, USG OR APPROVED EQUAL
<br />ARMSTRONG- FIELD VERIFY AND MATCH EXISTING
<br />CONDITIONIS. SEE PLANS
<br />PANEL SIZE 24' x 24" (UON)
<br />PROVIDE TYPE 3, FORIVI Z PATTERN CE, CLASS A
<br />SUPPLEMENTAL MATERALS
<br />ANCHORINIG DEVICES: HOT DIPPED GALVANIZED STEEJ-
<br />ASTM A153 COATING CLASS C & D, SCREWS, BOLTS� HOOKS�
<br />AND EYES
<br />TE WIFE 16 GAGE MIN. (ASTM A 641), ZINC -CARBON STEEL
<br />TOUCH UP PANT TYPE AND COLOR TO MATCH AOC)USTICAL
<br />AND GRID UNITS
<br />CONCEALED ACOUSTICAL SEALANT: NON--DRYINIG�
<br />NON -SHRINKING -BLEEDING-
<br />A NON -�, GUNNABLE SEALANT
<br />PECORA BA-98 OR TREMCO ACOUSTICAL SEALANT
<br />COORDINATION
<br />COORDINATE LAYOUT AND INSTALLATION OF ACOUSTICAL
<br />PANELS AM SUSPENSION SYSTEM COMPONENTS WITH OTHER
<br />CONSTRUCTION THAT PENETRATES CEILINGS OR IS
<br />SUPPORTED BY THEM, INCLUDING LIGHT FIXTURES, HVAC
<br />EQUIPMENT, FIRE SUPPRESSION SYSTEM AND PARTITION
<br />ASSEMBLIES
<br />EXTRA MATERALS
<br />FURNISH EXTRA MATERIALS THAT MATCH INSTALLED PRODUCT
<br />AND ENSURE QUANTITY OF FULL-SIZE UNITS EQUAL TO
<br />5 PERCENT OF AMOUNT INSTALLED
<br />R, RESILIENT FLOORING
<br />PRODLCTS/MANUFACTURER
<br />VINYL COMPOSITION TILE
<br />ARMSTRONG STANDARD E)(CELON - IMPERIAL TEXTURE
<br />COLOR TO MATCHExisTINGCONDITIONS (FELD VEF". VCT
<br />SdALL CONFORM TO THE REQUIREMENTS OF ASTM F1066
<br />a -ASS 2 - THROUGH PATTERN,
<br />WALL BASE PROVIDE 4! HIGH ARMSTRONG CCLOR INTEGPATED
<br />WALL BASE WITH A MATTE FINISH. FELD VERIFY AND MATCH
<br />EXISTING CONDITIONS. ADHESIVES, ACCESSORIES AND INSTALLATION
<br />PER MANUFACTURERS RECOMMENDATIONS.
<br />LUXURY VINYL TILE (LVT) WITH WOOD PLANK
<br />ARMSTRONG NATURAL CREATIONS - ARBOPART
<br />1/8" THICKNESS CONFIRM COLOR WITH OWNER PRIOR TO
<br />ORDERM FLOORING SI-ALL CONFORIM TO THE REQUIREMENTS OF
<br />ASTM F1700 - CLASS 3, TYPE B - EMBOSSED SURFACE
<br />WALL BASE PROVIDE 4� HIGH ARMSTRONG COLOR NTEGRATED WALL
<br />BASE NTH A MATTE FINISH. ADHESIVES, ACCESSORIES AND
<br />INSTALLATION PER MANUFACTURERS RECOMMENDATIONS.
<br />(UNLESS NOTED OTHERWISE)
<br />OR EQUAL TO BE APPROVED BY ARCHITECT OR OWNER
<br />QUALITY ASSURANCE
<br />OBTAIN EACH TYPE, COLOR AND PATTERN OF TILE FROM
<br />A SINGLE SOURCE WITH RESOURCES TO PROVIDE PRODUCTS
<br />OF CONSISTENT QUALITY IN APPEARANCE AND PHYSICAL
<br />PROPERTIES WITHOUT DELAYING PROGRESS IN WC)RK
<br />PROVIDE RESILIENT FLOOR TILE WITH PERFORMANCE
<br />CHARACTERST)CS AS TESTED PER ASTIVI E648 CRITICAL
<br />RADIANT FLUX AND ASTM E 662 SMOKE DENS" OR UL TESTING
<br />EXTRA MATERIALS
<br />FURNISH NOT LESS THAN ONE BOX FOR EACH 50 BOXES OR
<br />FRACTION TI-ERE OF
<br />S. CERAMIC TILE FLOORING
<br />PRODUCTS/MANUFACTUIPER
<br />AMERICAN OLEAN TILE CO.
<br />DAL -TILE CORP.
<br />CROSSVILLE
<br />FLORIDATII F
<br />CUSTOM BUILDING PRODUCTS
<br />LATICRETE INTERNATIONAL, INC
<br />L & M SURCO MFG, INC,
<br />QUALITY ASSURANCE
<br />SOURCE LIMITATIONS FOR TILE,
<br />OBTAIN COLOR GRADE, FINISH, TYPE, COMPOSITION, AND
<br />VARIETY OF TILE FROM ONE SOURCE WITH RESOURCES TO
<br />PROVIDE PRODUCTS FROM THE SAME PRODUCTION RUN
<br />FOR EACH CONTIGLK)US AREA OF CONSISTENT QUALITY
<br />IN APPEARANCE AND PHYSICAL PROPERTIES WITHOUT
<br />DELAY IN WlORK.
<br />SOURCE LIMITATIONS FOR SETTING AND GROUTING MATERIALS:
<br />OBTAIN INGREDIENTS OF A UNIFORM QUALITY FOR EACH
<br />MORTAR ADHESIVE, AND GROUT COMPONENT FROM A
<br />SINGLE MANUFACTURER AND EACH AGGREGATE FROM ONE
<br />SOURCE OR PRODUCER
<br />EXTRA MATERIALS
<br />FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH
<br />PRODUIC-TS INSTALLED, APE PACKAGED WITH PROTECTIVE
<br />COVERING FOR STORAGE, AND ARE IDENTIFIED WITH LABLES
<br />DESCRIBING CONTENTS.
<br />INSTALLATION
<br />COMPLY WITH PARTS OF ANSI A108 SERIES OF TILE INSTALLATION
<br />STANDARDS IN *SPECIFICATIONS FOR INSTALLATION OF
<br />CERAMIC TILE" THAT APPLY TO TYPES OF SETTING AND
<br />GROUTING MATERIALS AND THE METHODS USED
<br />COMPLY NTH 'HANDBOCK FOR CERAMIC TILE NSTALLATKW
<br />EXT� TILE WORK INTO RECESSES AND UNDER 08 BEHIND
<br />EQUPMENT AND FIXTURES TO FORM A COMPLETE COVERING
<br />WITHOUT INTERRUPTIONS. TERMINATE WORK NEATLY AT
<br />OBSTRUCTIONS, EDGES, AND CORNERS WITHOUT DISRUPTING
<br />PATTERN OR JOINT ALIGNMENTS.
<br />LAY TILE IN GRID PATTERN, UNLESS OTHERWISE INDICATED.
<br />ALIGN JOINTS WHEN ADJOINING TILES ON FLOOR BASF, WALLS,
<br />AND TRIM ARE THE SAME SIZE LAYOUT TILE WORK AND
<br />CENTER TILE FIELDS IN BOTH DIRECTIONS IN EACH SPACE
<br />OR ON EACH WALL AREA ADJUST TO MINIMIZE TILE CUTTING,
<br />PROVIDE UNIFORM JOINT WIDTHS, UNLESS OTHERWISE INDICATED
<br />T. GLUE DOWN CARPETING (IF APPLICABLE
<br />PRODUCTS/MANUFACTURER
<br />ATLAS CARPET MILLS, INC.
<br />SHAW CARPETING
<br />QUALITY ASSURANCE
<br />THE CONTRACTOR SHALL PROVIDE TO THE OWNER WRI17EN
<br />WARRANTIES FROM THE MANUFACTURER FOR EDGE RAVELING,
<br />1096 LOSS OF FACE FIBER SNAGS, RUNS, AND DELAMINATION
<br />TEN YEARS, DELAMINATION: TEN YEARS, WEAR TEN YEARS
<br />EXTRA MATERIALS
<br />FURNISH EXTRA MATERIALS THAT MATCH PRODUCTS INSTALLED
<br />AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR
<br />STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS
<br />CARPET TO BE FULL -WIDTH EQUAL TO 5 PERCENT OF AMOUNT
<br />INSTALLED FOR EACH TYPE INDICATED, BUT NOT LESS THAN
<br />10 SO. YIDS.
<br />PRODUCTS
<br />PROVIDE MANUFACTURERS STANDARD LINE COLOR AND
<br />PATTERN OPTIONS, CARPET BACKING, CUSHION OR PADDING,
<br />AND INSTALLATION ACCESSORIES INCLUDING� BUT NOT LIMITED
<br />TO, ADHESIVES, LEVELING COMPOUNDS, TACKLESS CARPET
<br />STRIPPING, SEAMING CEMENT, AND METAL EDGE STRIPS
<br />PERFORMANCE CHARACTERISTICS AS FOLLOWS:
<br />CRITICAL RADIANT FLUX CLASSIFICATION:
<br />NOT LESS THAN 22W/SQ. CM
<br />DRY BREAKING STRENGTH:
<br />NOT LESS THAN 100 LBF PER ASTM D 2646
<br />RESISTANCE TO INSECTS� COMPLY WITH AATCC-24
<br />NOISE REDUCTION COEFICENT. PER ASTIM C 423
<br />COLORFASTNESS TO CROCKING
<br />NOT LESS THAN 4, WET AND DRY PER AATCC-165
<br />COLORFASTNESS TO LIGHT:
<br />NOT I ESS THAN 4 AFTER 40 AFU PER AATCC-16
<br />ANTIMICROBIAL ACTIVITY: NOT LESS THAN 2-MM HALO OF
<br />INHIBITION FOR GRAM -POSITIVE BACTERIA NOT LESS THAN
<br />1 MM HALO OF INHIBITION FOR GRAM --NEGATIVE BACTERIA
<br />NO FUNGAL GROWTH PER AATOC-174
<br />INSTALLATION
<br />DIRECT GLUE DOWN INSTALLATION TO COMPLY WITH CRI 104�
<br />SECTION 8, ODIRECT GLUE --DOWN INSTALLATION"
<br />INSTAL ER SHALL BE EXPERIENCED WHO IS CERTIFIED BY
<br />THE FLOOR COVERING INSTALLATION BOARD OR WHO CAN
<br />DEMONSTRATE COMPLIANCE WITH ITS CERIRCATION PROGRAM
<br />REQUIREMENTS.
<br />PROVIDE PRODUCTS WITH THE CRITICAL RADIANT FLUX
<br />CLASSIFICATION AND AS DETERMINED BY TESTING IDENTICAL
<br />PRODUCTS PER ASTM E 648 BY AN INDEPENDENT TESTING
<br />AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION
<br />U. FINISH CARPENTRY
<br />PRODUCTS
<br />LUMBER MATERIALR
<br />SHEET MATEPIALSN SOFTWOOD PLYWOOD PS 1 GRADE C-D
<br />GRADED IN ACZMANCE WITH AW CUSTOM VENEER CORE,
<br />FIR FACE SPECIES, FLAT CUT USE FOR FIXED SHELVING OR
<br />SHELVING ON ADJUSTABLE STANDARDS
<br />LUMBER FOR SHIMMING AND BLOCKING SOFTWOOD LLA4BER OF
<br />SOUTHERN FINE SPECIES
<br />FABRICATION
<br />FABRACATE MILLWORK TO AW STANDARDS
<br />SHOP ASSEMBLE WCIRK FOR DELIVERY TO STE, PERIMITTINGG
<br />PASSAGE THROUGH BUILDNG OPENINGS
<br />FIT EXPOSED SHEET MATERIAL EDGES WITH PLASTIC EDGING
<br />CAP EXPOSED PLASTIC LAMINATE FINISH EDGES WITH
<br />MATERIAL OF FINISH AND PATTERN
<br />WHEN NECESSARY TO CUT AND FIT ON STE, PROVIDE
<br />MATERIALS WITH AMPLE ALLOWANCE FOR Ck)TTING.
<br />PROVIDE TRIM FOR SCRIBING AND SITE CUTTING
<br />APPLY PLASTIC LAMINATE FINISH IN FULL UNINTERUPTED
<br />SHEETS CONSISTENT WITH MANUFACtOlEb SIZES FIT
<br />CORNERS AND JOINTS
<br />HAIRLINE: SECURE WITH CONCEALED FASTENERS
<br />APPLY LAMINATE BACKING SHEET TO REVERSE 61DE
<br />OF PLASTIC LAMINATE FINISHED SURFACES
<br />V. PAINTING
<br />PRODUCTS/IVIANUFACTUREPS
<br />MOORE BENJAMIN MOORE & CO.
<br />CA CA
<br />PORTER PORTER PAWS
<br />SW SHERWIN WILLIAMS
<br />SCHEDULE
<br />CEMENTITIOUS MATERIALS
<br />ELASTOMERIC FNISR THREE COATS, MIN. 35 MILS DRY FILM
<br />PF#ilER BLOCK FILLERISEALER
<br />FIRST/SECOND COAT& ELASTOMERIC TYPE
<br />GYPSUM DRYWALL SYSTEMS
<br />SEMI--GI-OSS ENAMEL FINISH: TWO COATS� MIN. 3.5 MILS DRY FILM
<br />PRIMER VINYL PRIMER
<br />FINISH COAT LATEX SEMI--GLOSS� ENAMEL
<br />MOISTURE RESISTANT GYP BOARD ASSEMBLIES
<br />EPDXY FINISH: TWO COATS AS RECOMMENDED BY MANUFACTURER
<br />PRIMER EPDXY PRIMER
<br />FINISH COAT EPDXY ENAMEL
<br />WOODWORK (OPAQUE FINISH)
<br />SEMI -GLOSS ENAMEL THREE COATS
<br />UNDERCOAT. UNDERCOATER
<br />FIRST AND SECOND COATS LOW LUSTRE ALKYD ENAMEI
<br />WOODWORK OPANSPAPENT RN64
<br />STAINED -VARNISH RUBBED FNISH: THREE COATS OVER STAIN PLUS
<br />FILLER ON OPEN -GRAIN WOOD WIPE FILLER BEFORE VARNISH
<br />COAT
<br />STAN COAT OIL TYPE INTERIOR WOOD STAN INTERlIOR
<br />OIL STAN
<br />FIRST COAT SEALER
<br />FILLER COAT PASTE WOOD FILLER
<br />SECOND AND THIRD COATS� OIL RUBBING3 VARNISH,
<br />SATIN VARNISH
<br />FERROUS METAL
<br />SEMP-GLOSS ENAMEL FINISH: TWO COATS OVER PRIMER
<br />PRIMER SYNTHETIC, QUICK-DRYM RUST INHIBITING
<br />ROL ANTI CORROSIVE METAL PRIMER
<br />UNDERCOAT: INTERIOR ENAMEL UNDERCOAT,
<br />LOW LUSTRE ALKYD ENAMEL
<br />FINISH COAT INTERCR SEMI-aOSS, ODORLESS� ALKYD
<br />ENAMEL, LOW LUSTRE ALKYD ENAMEL
<br />ZIW--COATED METAL
<br />SEMI -GLOSS FINISH: TWO COATS OVER PRIMER
<br />PRIMER GALVANIZED METAL PRIMER
<br />UNDERCOAT INTERIOR ENAMEL UNDERCOAT, LOW WSTRE
<br />ALKYD ENAMEI
<br />FINISH COAT: INTERIOR SEMI -GLOSS, ODORLESS, ALKYD
<br />ENAMEL, LOW WSTRE ALKYD ENAMEL
<br />W. FIRE EXTINGUISHERS. CABINETS, AND ACCESSORIES
<br />PRODUIC-TS/MANUFACTURERS
<br />JL. INDUSTRIES
<br />LARSENS MANUFACTURING CO.
<br />MODERN METAL PRODUCTS BY MUCKLE
<br />POTTER-ROEMER INC.
<br />SAMSON METAL PRODUCTS INC
<br />QUAILITY ASSURANCE
<br />OBTAIN EXTINGUISHERS AND CABINETS FROM SINGLE SOURCE
<br />MANUFACTURER AND SUPPUER
<br />FIRE EXTINGUISHERS SHALL BE UL LISTED WITH UL LISTING
<br />MARK FOR TYPE, RATING, AM CLASSIFICATION OF EXTIINGUISHER
<br />FIRE BM-4GUISHERS
<br />PROVIDE FIRE DMNIGUISHERS FOR EACH LOCATION INDICATED
<br />STANDARD 'REU COLOR AND FACTORY ENAMEL FINISH
<br />USEmuL-nPURP0SE DRY CHEMICAL TYPE UL-RATED 2-A l0f3lC
<br />5 LB. NOMINAL CAPACTY, IN ENAMEI En STEEL CONTAINER
<br />STRUCTURAL SPECIFICATIONS
<br />CAST IN PLACE
<br />1 ALL CONCRETE FORMWORK TO BE PERFORMED IN ACCORDANCE WITH
<br />AMERICAN CONCRETE INSTITUTE PUBLICATION 347.
<br />2 THE STANDARDS OF THE ACI BUILDING3 CODE 318 AND MANUAL OF
<br />PRACTICE ACI PUBLICATION 315 SHALL BE FOLLOWED FOR ALL
<br />DETAJLINIG� FABRICCATION, AND PLACEMENT OF ALL REINFORCANG3 STEEL
<br />AND ACCESSORIES. WORK SHALL ALSO BE PERFORIVIED IN
<br />ACCORDANCE WITH CPS MANUAL OF PRACTICE, AND SECTIONS 63
<br />AND 65� FOR PLACING REINFORCING BARS, DO NOT USE CUT
<br />MASONRY OR W= FOR BAR SUPPORTS.
<br />3 PROVIDE DEFORMED BILLET STEEL REINFORCING BARS, PLAN FINISH, OF THE
<br />SIZES INDICATED ON THE DRAWINGS, OF 60 KSI YELD GRADE, PER ASTIVI
<br />A615 MI"MUM166 GAUGE TIE WIFE
<br />4 PROVIDE .006 INCH (6 MIL) THICK CLEAR POLYETHYLENE VAPOR BARRIER FILM
<br />AS SHOWN ON DRAWINGS LAP ALL SEAMS AND TAPE TIGHT, TAPE REPAIR
<br />ANY PUNCTURES.
<br />5 PROVIDE WELDED WIFE FABRIC CONFORMING TO ASTM A185 IN SIZES
<br />INDICATED ON DRAWINGS
<br />6 ALL CAST---IN-PLACE CONICRETE SHALL ATTAIN A MINIMUM COMPRESSIVE
<br />STRENGTH OF 3000 POUNDS PER WJARE INCH AT 28 DAYS. CEMENT SHALL
<br />BE ASTM C150, TYPE I NORMAL PORTLAND, GREY COLOR USE ONE BRAND
<br />THROUGHOUT FINE AND COURSE AGGREGATES SIALL BE PER ASTM
<br />AND ANY AIR ENTPANMENT PER ASTM C260.
<br />7 UNLESS OTHERWISE NOTED ALL SLAM SHALL HAVE SMOOTH TROWEL
<br />FINISHED TOP SURFACES WITH SURFACE FURTHER PREPARED FOR ANY
<br />FINISH MATERIAL AS REQUIRED. ALL SLABS, WHETHER HORIZONTAL OR
<br />SLOPED, SHALL BE LEVEL WITHIN ITS DES04ED PLANE WITH A MAXJMUM
<br />VARIANCE OF 1/4� IN TEN FEET IN ANY DFECTION.
<br />8 PROVIDE PROPERLY TIED SPACERS� CHARS, BOLSTERS, ETC, AS REQUIRED
<br />AND NECESSARY TO ASSEMBLE, PLACE AND SUPPORT ALL REINFORCING IN
<br />PLACE USE WIFE BAR TYPE SUPPORTS COMPLYING WITH CRSI
<br />RECOMIVENDATIONS. USE PLASTIC TIP LEGS ON ALL EXPOSED SURFACE&
<br />9 ALL BEAM, SPANDRELS AND SLABS SHALL BE POURED MONIOLITHICALLY,
<br />EXCEPT FOR REQUIRED CONSTRUCTION JOINTS. PROPOSED CONSTRUCTION
<br />JOINT LOCATIONS SiALL BE SUBMITTED TO ENGINEER FOR APPROVAL
<br />10. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES,
<br />AND SLAB RECESSES AS REQUIRED BY OTHER TRADES BEFORE C04CFETE
<br />IS PLACED NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN
<br />BEAMS, JOISTS, OR CO-UMNS UNLESS APPROVED BY THE ENGINEER
<br />ft CONTRACTOR SHALL VERIFY EMBEDDED ITEMS, INCLUDING BUT NOT LIMITED TO
<br />ANCHOR BOLTS BOLT CLUSTERS WaD PLATES ETC, BEFORE PLACING
<br />CONCRETE NOTIFY ENGINEER OF ANY CONFLICTS WITH REBAR
<br />12, SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCFETE FINISHES.
<br />13 ALL CONCRETE SAALL BE CURED IMMEDIATELY AFTER FINSHING
<br />OPERATIONS IN ACC09DANCE WITH ONE OF THE FOLLOWING METHODS.
<br />A) APPLY A 3096 SOLIDS LKM MEMBRANE FOPMING CHEIVOCAL
<br />CUP44G COMPOUND IN ACCORDANCE WITH ASTM C-309,
<br />B) PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE
<br />WITH ACI 301.
<br />14. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER DESIGN AND
<br />CONSTRUCTION OF ALL FORMWORK SHORING� AND RESHICIRING.
<br />15. RESTRICT THE ADDITION OF MIX WATER AT THE JOB SITE. DO NOT
<br />ADD WATER WITHOUT THE APPROVAL OF THE GENERAL CONTRACTOR AND
<br />DO NOT EXCEED SLUMP LIMITATIONS OR TOTAL ALLOWABLE WATER TO
<br />CEMENT RATIO USE COLD WATER FROM THE TRUCK TANK AND FEW TO
<br />ACHIEVE CONSISTENCY THE REPORTS SAALL INDICATE HOW MUCH
<br />WATER WAS ADDED AT THE JOB SITE
<br />16. MAXIMUM WATER TO CEMENT RATIO,
<br />A) 4000 PSI, 28-DAY COMPRESSIVE STRENGTH, W/C RATIO, 0.44
<br />MAXJMUM (NON-AIR--ENTRANO), 036 MAXIMUM (AIR-ENTRAINEID),
<br />B) 3000 PSI, 28-DAY COMPRESSIVE STRENGTH, W/C RATION, 0.58
<br />MAXIMUM (NON-AIR---ENTRANED), 0.47 MAAMUM (AIR -ENTRAINED).
<br />17, REINFORCING BAR COVER
<br />A) FOOTINGS T
<br />B) COLUMNS �-IIZ
<br />C) BEAM �-VZ
<br />D) SLABS 3/4' (INTEI" 1-1/2' (EXTERIOR)
<br />la REPAIR AND PATCH DEFECTIVE AREAS WITH CEMENT MORTAR
<br />IMMEDIATELY AFTER REMOVAL OF FORMS, EXCEPT WHERE REIWORCNG
<br />IS VISIBLE C0'%ffACT STRUCTURAL EWAE69 FOR EVALUATION OF
<br />EXPOSED REINFORCING
<br />19 PROVIDE CORNER BARS AT ALL BEAM AND WALL FOOTING CORNERS TO
<br />MATCH HORIZONTAL BARS.
<br />20. ALL BUILDING AND SITE SI-Affi--ON-GRADE S:HALL BE AT LEAST 4�
<br />THICK REINFORCED WITH 6X6-W1.4 X W14 W.W.F, ON 6 MIL VAPOR
<br />BARRIER WITH SAW -CUT CONTROL JOINTS 20'-0' OC EACH WAY
<br />INCLUDING HOUSEKEEPING PADS AS REQUIRED SEE PLANS FOR OTHER
<br />CONDITIONS.
<br />21. STEP AND SLOPE ALL WALKWAYS AWAY FROM THE BUILDING
<br />FIBERIMESH CONCRETE REINFORCING
<br />1. RBB:WESH IS USED AT THE RATE OF 1 BAG OF 15 POUNDS (680 GRAMS)
<br />PER CUBIC YARD OF CONCRETE, OR 1 BAG OF 9 KILO PER CAJBC METER
<br />2 FOR TRANSIT MIXED CONCRETE, EMPTY CONTENTS OF ONE BAG FOR
<br />EACH CUBIC YARD OF CONCRETE INTO THE MIXEIR ANYTIME AFTER THE
<br />INITIAL MIXING WATER HAS BEEN RIBBONED WITH THE CEMENT AND
<br />AGGREGATES ALLOW MINIMUM 3-4 MINUTES BEYOND NORMAL MIXING
<br />TIME FOR PROPEIR DISTRIBUTIOR
<br />a RBEFtMESH MAY BE ADDED TO THOROUGHLY MIXED CONCRETE AT THE
<br />JOBSITE WITH APPROXIMATELY 4--5 MINUTES ADDITIONAL MIXING TIME
<br />NOTE MIXING TIME IS LESS IF FIBERS ARE INTRODUCED SLOWLY TO
<br />CONCRETE THAT HAS BEEN MIXED
<br />4 FOR CENTRAL MIXED CONCRETE, FIBERMESH MAY BE ADDED DURING-3 OR
<br />AFTER BATCHINGG SEQUENCE� OR AFTER CONCRETE HAS BEEN THOROUGHLY
<br />MIXED.
<br />5. DUE TO VARIATIONS IN MIXER PERFORMANCE SOME ADDITIONAL MIXING
<br />MAY BE REQUIRED. PROLONGED MIXING DOES NOT ADVERSELY AFFECT
<br />DISTRIBUTION OF FIBERS.
<br />6 FIBERMESH SHOULD NOT BE ADDED TO THE MIXER FIRST.
<br />COLD -FORM STEEL FRAM
<br />1. ALL STEEL FRAMING SHALL CONFORM TO "THE SPECAFICATION FOR THE
<br />DESIGN OF COLD --FORMED STEEL STRUCTURAL MEMBERS!, LATEST
<br />EDTION, BY THE AISI.
<br />2 WELDED CONNECTIONS SHALL CONFORM TO "CODE FOR WELDING IN
<br />BUILDING CONSTRUCTOR Dl.0 BY THE AWS.
<br />3 ASTM A-568 STANDARD SPEaFCATICN FOR GENERAL REQUIFEMENTS
<br />FOR STEEL, CARBON AND HIGH STPENGTH LOW -ALLOY HOT POLLED SHEET
<br />AND COLD ROLLED SHEET,
<br />4. ALL STEEL FRAMING SHALL BE INSTALLED BY PERSONNEL EXPERIENCEID
<br />IN LIGHT GAUGE STEEL FRAMING INSTALLATION.
<br />5 WHERE STEEL FRAMING MB03ERS APE COMPONENTS OF ASSEMBLIES
<br />INDICATED FOR A FIRE-RESSTANCE RATING INCLUDING THOSE
<br />REQUIRED FOR COMPLIANCE NTH GOVERNING REGULATIONS, PROVIDE
<br />MEMBERS WHICH HAVE BEEN APPROVED BY GOVERNING AUTHORITIES
<br />HAVING JURISDICTION.
<br />6. PROTECT LIGHT GAUGE STEEL FRAMING MEMBERS FROM RUSTNG AND
<br />DAMAGE DELIVER TO PROJECT SITE IN BUNDLES, FULLY IDENTIFIED
<br />WITH NAME� BRAND, TYPE AND GRADE STORE OFF GROUND IN A DRY
<br />VENTILATED SPACE OR PROTECT WITH SUITABLE WATERPROOF
<br />COVERINGS.
<br />7 WITH EACH TYPE OF STEEL FRAMING PEOUIRED� PROVIDE MANUFACTURER'S
<br />STANDAFID STEEL RUNNERS (TRACKS), BLOCKING, LINTELS, CUP AW-4-ES,
<br />BRACING, REINFORCEMENTS, FASTENERS AND ACCESSORIES AS
<br />RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED
<br />AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING SYSTEM.
<br />8. FABRICATE METAL FRAMING COMPONENTS OF STRUCTURAL QUALITY
<br />SHEE7 STEEL NTH A MINIMUM YIELD PONT OF 40,000 PSI FOR
<br />STUOS� AND 33,000 PSI FOR RUNNERS, ASTM A446.
<br />9 SCREWS SHALL BE AS RECOMMENDED BY MANUFACTURER
<br />10. PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTS
<br />COMPLYNG WITH ASTIVI A525 WITH A G60 COATING.
<br />11. PROVIDE MANUFACTURER'S STANDARD STRUCTIJRAL V SHAPED STEEL
<br />STUDS OF SIZE, SHAPE AND GAILGE NDICATED� WITH A NOMINAL
<br />1-3/4" FLANGE AND MINIMUM 11Z FLANGE RETURN LIP BY UNIMAST,
<br />INC, OR PRIOR APPROVED EQUAL MINIMUM STRUCTURAL PROPERTIES:
<br />I = 22675 NA s = .7328iKa
<br />12. FRAMING COMPONENTS MAY BE PREFABRICATED INTO PANELS PF40R
<br />TO ERECTOR FABRICATE PANELS PLUMB, SOUARE- TRUE TO LINE AND
<br />BRACED AGAINST RACKING WITH JOINTS WELDED. PERFORM LIFTING OF
<br />PREFABRICATED PANELS IN A MANNER TO PREVENT DAMAGE OR
<br />DISTORTION.
<br />13 INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH
<br />MANUFACTURERS PRINTED OR WRITTEN INSTRUCTIONS AND
<br />RECOMMENDATIONS� UNLESS OTHERWISE INDICATED.
<br />14, INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUD DEPTH. ALC44
<br />TRACKS ACCURATELY TO LAYOUT AT BASE AND TOPS OF STUDS SECURE
<br />TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR TYPE OF
<br />CONSTRLr-TION INVOLVED� EXCEPT DO NOT EXCEED 24� OC SPAaNG
<br />FOR NAIL OR POWDER-DRIVENI FASTENERS OR 16' OC, FOR OTFER
<br />TYPES OF ATTACHMENT. PROVIDE FASTENERS AT CORNERS AND ENDS OF
<br />TRACKS.
<br />15. WHERE REQUIRED, TEMPORARY BRACING SHALL BE PROVIDED UNTIL
<br />ERECTION IS COMPLETED.
<br />16. RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL
<br />BE PROVIDED BY MECHANICAL LATERAL BRAOINGS WHERE REQUIRED
<br />17, ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE DONE BY WELDING
<br />SCREW ATTACHMENT, OR BOLTING WIRE TYING OF FRAMING COMPONENTS
<br />SHALL NOT BE PERMITTED.
<br />la WELDING OF MEMBERS LIGHTER THAN 18 GAUGE SHALL NOT BE PERMITTED.
<br />19 SPLICES SHALL NOT BE PERMITTED
<br />2o. MINIMUM NUMBER OF EQUALLY SPACED HORIZONTAL WALL BRIDGNG FOR
<br />THE HEIGHTS SHOWN:
<br />UP TO 10, - 1 ROW
<br />1U TO W - 2 ROWS
<br />ABOVE W - AT 4! CENTERS
<br />21. FULLY INSTALL ALL BRIDGING BEFORE APPLYING LOADS
<br />22. FOR WELDED CONNECTIONS, FUSION WELDING IS RECOMMENDED WITH A
<br />DIRECT CURRENT WELDER OF 200 OR MORE AMPERE CAPACITY� USE A
<br />HEAT OF 60 TO 90 AMPERES (DEPENDING ON THE GAUGE OF METAL)
<br />I ALONG WITH ASTM E60 R ECTRODES.
<br />23 SUBMffTED SHOP DRAWINGS MUST BE CHECKED AND SIGNED BY THE
<br />GENERAL CONTRACTOR
<br />EXISTING STEEL
<br />1. VERIFY THE EXACT LOCATION AND WEGHT OF ALL MECHANICAL
<br />EQUIPMENT WITH THE MECHANICAL CONTRACTOR PP40R TO
<br />FABRICATION OF SUPPORTS ATTACHED TO EXIST STEEL JOISTS.
<br />2- ALL HANGERS TO SUPPORT MECHANICAL ECIUIPMIENT TO BE
<br />SUPPORTED BY THE TOP OR BOTTOM CHORD OF JOISTS AND
<br />SHALL BE LOCATED AT THE PANEL POINT OF THE JOIST IF
<br />HANGERS MUST BE LOCATED IN BETWEEN PANEL POINTS, PROME
<br />JOIST STIFFENER AS INDICATED IN DETAILS. ALL HANGERS TO BE
<br />LOCATED AT THE CENTERLINE OF THE BOTTOM CHORE) MEMBER
<br />a PROVIDE BOTTOM CHORD CEILING ExTENGKM wHe:E
<br />REQUIRED BY ARCHITECT.
<br />4 DO NOT HANG OR ATTACH DUCTWORK CONDUIT MING
<br />EQUIPMENT, CElUNGa ETC FROM METAL DECKING
<br />SPECIFICATIONS GENERAL NOTE:
<br />THE SPECIFICATIONS INDICATED ON THIS PAGE ARE ARCHITEC7S
<br />RECOMMENDATIONS ONLY. NOT ALL ITEMS ARE APPLICABLE TO THIS PROJECT.
<br />GENERAL CONTRACTOR TO VERIFY OWNER'S PREFERENCES PRIOR TO ORDERING
<br />MATERIALS OR PERFORMING WORK
<br />Issue Date
<br />09-03-21
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<br />Job Number
<br />2008
<br />Revisions
<br />A
<br />A"
<br />A"
<br />Sheet No.
<br />A7
<br />I I T I T- -i I I -T ------- 7FTF-M -fl-91W F !.j 1 1& !iViT101 I --,F w 1.--, 1 i I Ij 1 T- -I - ------- F-- i
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