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ARCHITECTURAL
<br />REVISIONS
<br />BIDDERS PRINTS ISSUED
<br />JANUARY 17, 2007
<br />SECTION 02821
<br />CHAIN LINK FENCE AND GATES
<br />QUALITY ASSURANCE
<br />A. ALL FENCE FABRIC AND POSTS AND GATE FRAMES, FABRIC AND POSTS MATERIALS AND
<br />METHODS OF INSTALLATION INCLUDING ALL ERECTION ACCESSORIES, FITTINGS AND
<br />FASTENINGS, SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE FOLLOWING
<br />CHAIN LINK FENCE MANUFACTURER'S INSTITUTE (CLFMI) AND AMERICAN SOCIETY OF
<br />TESTING MATERIALS (ASTM) REFERENCES, WHICH ARE HEREBY INCLUDED AND SHALL
<br />BECOME A PART OF THESE SPECIFICATIONS.
<br />1. ASTM Al 16 - ZINC -COATED (GALVANIZED) STEEL WOVEN WIRE FENCE FABRIC.
<br />2. ASTM A123 - ZINC (HOT DIP GALVANIZED) COATING ON IRON AND STEEL PRODUCTS.
<br />3. ASTM A153 - ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE.
<br />4. ASTM A392 - ZINC -COATED STEEL CHAIN -LINK FENCE FABRIC.
<br />5. ASTM A428 - WEIGHT OF COATING ON ALUMINUM -COATED IRON OR STEEL ARTICLES.
<br />6. ASTM A446 - STEEL SHEET, ZINC -COATED (GALVANIZED) BY THE HOT -DIP PROCESS,
<br />STRUCTURAL (PHYSICAL) QUALITY.
<br />7. ASTM A491 - ALUMINUM -COATED STEEL CHAIN FENCE FABRIC.
<br />8. ASTM A569 -STEEL, CARBON (0.15 MAXIMUM PERCENT) , HOT -ROLLED SHEET AND STRIP
<br />COMMERCIAL QUALITY.
<br />9. ASTM F567 - INSTALLATION OF CHAIN -LINKED FENCE.
<br />ASTM F573 - RESIDENTIAL ZINC -COATED STEEL CHAIN -LINK FENCE FABRIC.
<br />ASTM F669 - STRENGTH REQUIREMENTS OF METAL POSTS AND RAILS FOR INDUSTRIAL
<br />CHAIN -LINK FENCE.
<br />10. ASTM F1083 - PIPE, STEEL, HOT -DIPPED ZINC -COATED (GALVANIZED) WELDED, FOR
<br />FENCE STRUCTURES.
<br />11. ASTM F1234 - PROTECTIVE COATINGS ON STEEL FRAMEWORK FOR FENCES.
<br />12. CHAIN -LINK FENCE MANUFACTURERS INSTITUTE (CLFMI) - PRODUCT MANUAL.
<br />B. ALL MISCELLANEOUS STEEL ITEMS SHALL CONFORM TO SPECIFIED ASTM STANDARDS
<br />C. ALL CONCRETE SHALL BE PREPARED IN ACCORDANCE TO SPECIFICATIONS FOR READY -
<br />MIXED CONCRETE ASTM C-94.
<br />A. ALL FENCE, FABRIC AND POSTS AND GATE FRAMES, FABRIC AND POSTS MATERIALS,
<br />INCLUDING ALL FITTINGS AND ACCESSORIES, SHALL BE IN ACCORDANCE WITH THE
<br />FOLLOWING STANDARDS:
<br />1. ZINC FABRIC COATING SHALL BE 2,0 OUNCE PER SQUARE FOOT CONFORMING TO ASTM
<br />A-392.
<br />2. ALUMINUM FABRIC COATING SHALL BE .40 OUNCE PER SQUARE FOOT CONFORMING TO
<br />ASTM A-491,
<br />3. ROLL FORMED STEEL SECTIONS SHALL CONFORM TO ASTM A-570, GRADE 45 WITH 2.0
<br />OUNCE PER SQUARE FOOT ZINC -ALUMINUM COATING CONFORMING TO ASTM A-525 OR 2.0
<br />OUNCE PER SQUARE FOOT ZINC COATING CONFORMING TO ASTM A-132.
<br />4. TYPE I STEEL PIPE SHALL BE STANDARD WEIGHT, SCHEDULE 40, WITH 2.0 OUNCE PER
<br />SQUARE FOOT ZINC COATING CONFORMING TO ASTM A-123.
<br />5, TYPE II STEEL PIPE SHALL BE COLD ROLLED WELDED STEEL CONFORMING TO ASTM
<br />A-569 AND HAVING A MINIMUM YIELD STRENGTH OF 50,000 PSI. COATING SHALL BE
<br />CORROSION RESISTANT ZINC BASED CONTAINING 80% MINIMUM ZINC POWDER.
<br />6. ALL FITTINGS SHALL BE HOT DIPPED GALVANIZED CONFORMING TO ASTM A-153.
<br />7. BENDING STRENGTHS UNDER A SIX FOOT (6') CANTILEVER LOAD FOR POSTS AND A
<br />VERTICAL BENDING STRENGTH ON A TEN FOOT (10') SPAN FOR RAILS SHALL NOT BE LESS
<br />THAN SPECIFIED BELOW:
<br />a. CORNER AND TERMINAL POST BENDING STRENGTH SHALL BE 381 POUNDS MINIMUM.
<br />b. INTERMEDIATE POST BENDING STRENGTH SHALL BE 201 POUNDS MINIMUM.
<br />c. TOP RAIL BENDING STRENGTH SHALL BE 202 POUNDS MINIMUM.
<br />B. FENCE FABRIC SHALL BE #9 GAUGE, CHAIN LINK OPEN HEARTH STEEL WIRE, HOT -DIPPED
<br />GALVANIZED AFTER WEAVING OR HOT -DIPPED ALUMINUM COATED BEFORE WEAVING,
<br />WOVEN IN A 2" DIAMOND MESH. TOP SALVAGE SHALL BE KNUCKLED AND BOTTOM SALVAGE
<br />SHALL BE TWISTED AND BARBED.
<br />1. PRIVACY SLATS SHALL BE PLASTIC STRIPS, COLOR TO BE MANUFACTURES STANDARD
<br />"BIEGE". SLATS SHALL BE COMPRISED OF STRIPS SIZED TO FIT FABRIC WEAVE AND
<br />EXTENDED IN ONE (1) PIECE FROM TOP TO BOTTOM OF FABRIC.
<br />C. POSTS SHALL BE 3.5" X 3.5" ROLL FORMED STEEL SECTION, WEIGHT 4.8 LBS. PER FOOT, 3"
<br />O.D., TYPE I STEEL PIPE, WEIGHT 5.79 LBS. PER FOOT OR 3" O.D. OR TYPE II STEEL PIPE,
<br />WEIGHT 4.64 LBS. PER FOOT.
<br />D. TOP, INTERMEDIATE AND BOTTOM RAILS SHALL BE ROLLED FORMED STEEL SECTION,
<br />WEIGHT 1.37 LBS. PER FOOT, 1-5/8" O.D., TYPE I STEEL PIPE, WEIGHT 2.27 LBS. PER FOOT OR
<br />1-5/8" O.D., TYPE II STEEL PIPE, WEIGHT 1.84 LBS. PER FOOT.
<br />1, BOTTOM RAILS SHALL BE PROVIDED FOR THE FIRST FENCE BAY ADJACENT TO CORNER
<br />POSTS (IN EACH DIRECTION) AND AT TERMINAL AND GATE POSTS.
<br />E. GATE POSTS SHALL BE 3.5" X 3.5" ROLL FORMED STEEL SECTION, WEIGHT 4.8 POUNDS PER
<br />FOOT, 3" O.D., TYPE I STEEL PIPE, WEIGHT 5.79 POUNDS PER FOOT OR 3" O.D., TYPE II STEEL
<br />PIPE, WEIGHT 4.64 POUNDS PER FOOT. TENSION WIRE AT ALL OTHER LOCATIONS.
<br />F. BOTTOM TENSION WIRE SHALL BE NO. 6 GAUGE GALVANIZED OR ALUMINUM COATED
<br />SPRING COIL OR CRIMPED WIRE. MINIMUM WEIGHT OF COATING SHALL BE THE SAME AS
<br />THE WIRE FABRIC.
<br />G. POST TOPS SHALL BE PRESSED STEEL OR MALLEABLE IRON DESIGNED AS A
<br />WEATHERTIGHT CLOSURE CAP. TOPS OF LINE POSTS SHALL BE DESIGNED TO PERMIT
<br />PASSAGE OF TOP RAIL. PROVIDE ONE CAP FOR EACH POST.
<br />H. STRETCHER BARS SHALL BE ONE PIECE LENGTHS EQUAL TO FULL HEIGHT OF FABRIC
<br />WITH A MINIMUM CROSS SECTION OF 3/16" X 3/4". PROVIDE ONE STRETCHER BAR FOR EACH
<br />TERMINAL POST AND FOR EACH CORNER POST.
<br />I. STRETCHER BAR BANDS, TIE WIRES, HOG RINGS, COUPLINGS, NUTS, BOLTS AND
<br />MISCELLANEOUS FASTENING DEVICES SHALL BE MANUFACTURER'S STANDARD FOR HEAVY
<br />CONSTRUCTION FENCE AND GATE.
<br />J. SWING GATE SHALL BE FABRICATED FROM THE FOLLOWING COMPONENTS:
<br />1. FABRIC SHALL BE IDENTICAL TO FENCE FABRIC.
<br />2. GATE FRAME SHALL BE 2" O.D., TYPE I STEEL PIPE, WEIGHT 2.72 POUNDS PER FOOT OR 2"
<br />O.D., TYPE II STEEL PIPE WEIGHT 2.28 POUNDS PER FOOT.
<br />3. HINGES SHALL BE PRESSED STEEL OR MALLEABLE IRON TO SUIT GATE SIZE, NON -LIFT
<br />OFF TYPE. HINGES SHALL BE OFFSET TO PERMIT 180 DEGREE OPENING. PROVIDE ONE AND
<br />ONE-HALF (1-1/2) PAIR OF HINGES PER LEAF.
<br />4. LATCH SHALL BE FORKED TYPE FOR SINGLE GATE AND PLUNGER BAR TYPE WITH FLUSH
<br />KEEPER FOR DOUBLE GATE, LATCH SHALL PERMIT OPERATION FROM EITHER SIDE WITH
<br />PROVISIONS FOR PADLOCK.
<br />5. GATE KEEPER SHALL BE AUTOMATIC TYPE FOR SECURING FREE END OF EACH GATE
<br />LEAF IN ITS FULL OPEN POSITION.
<br />K. ALL COMPONENTS AND FABRICS SHALL HAVE THE FINISH AND COLOR AS SHOWN ON THE
<br />DRAWINGS OR AS SPECIFIED HEREIN.
<br />1, ALL HARDWARE AND ACCESSORIES SHALL HAVE THE SAME FINISH AND COLOR AS THE
<br />MAIN COMPONENT AND FABRICS.
<br />L. COATING FOR WELDS SHALL BE LIQUID ZINC BASED COATING, CONTAINING 80% MINIMUM
<br />ZINC POWDER, SPECIFICALLY FORMULATED FOR GALVANIZE TOUCH-UP.
<br />M. CONCRETE FOR POST BASES SHALL CONTAIN PORTLAND CEMENT COMPLYING WITH
<br />ASTM C-150, FINE AND COARSE AGGREGATES COMPLYING WITH ASTM C-33, AND CLEAN
<br />WATER. PROPORTION AND MIX MATERIALS TO PROVIDE CONCRETE WITH A MINIMUM 28-DAY
<br />COMPRESSIVE STRENGTH OF 2500 PSI, USING AT LEAST 4 SACKS OF CEMENT PER CUBIC
<br />YARD AND 1" MAXIMUM SIZE AGGREGATE.
<br />1. PROVIDE AIR -ENTRAINING ADMIXTURE COMPLYING WITH ASTM C-260 TO CREATE 2%TO
<br />4%AIR ENTRAINMENT.
<br />2. CONCRETE TO HAVE A MAXIMUM SLUMP OF 3'
<br />.
<br />3. ALL MIX DESIGN, MATERIALS AND ADMIXTURES MUST MEET THE REQUIREMENTS OF
<br />SECTION 03300.
<br />EXECUTION
<br />INSTALLATION
<br />A. ALL INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE
<br />CHAIN LINK FENCE MANUFACTURERS INSTITUTE (CLFMI) AND "INSTALLATION OF CHAIN LINK
<br />FENCING" ASTM F567.PIECE
<br />B. FENCE POSTS SHALL BE SPACED 6-0" MAXIMUM UNLESS OTHERWISE INDICATED ON THE
<br />DRAWINGS.
<br />1. EXCAVATE HOLES FOR POST BASES IN FIRM UNDISTURBED OR COMPACTED SOIL.
<br />HOLES SHALL BE A MINIMUM OF 10" DIAMETER FOR LINE POSTS AND 12" DIAMETER FOR
<br />CORNER, GATE AND TERMINAL POSTS. EXCAVATE HOLE DEPTHS APPROXIMATELY 3" LOWER
<br />THAN POST BOTTOM, WITH BOTTOM OF POSTS SET NOT LESS THAN 3'-0" BELOW SURFACE
<br />WHEN IN FIRM, UNDISTURBED SOIL (OR SET LOWER TO EXCEED LOCAL FROST DEPTHS),
<br />EXCAVATE DEEPER AS REQUIRED FOR ADEQUATE SUPPORT IN SOFT AND LOOSE SOILS.
<br />2. PLACE CONCRETE AROUND POSTS IN A CONTINUOUS POUR, ROD AND TAMP FOR
<br />CONSOLIDATION. PLACE CONCRETE TO LEVEL OF ADJACENT GRADES, FINISH WITH A WASH
<br />TO POST. CHECK EACH POST FOR ELEVATION, VERTICAL AND TOP ALIGNMENT AND HOLD
<br />POSITION DURING CONCRETE PLACEMENT AND FINISHING OPERATIONS. CONCRETE SHALL
<br />CURE A MINIMUM OF THREE (3) DAYS PRIOR TO INSTALLING FABRIC. DO NOT STRETCH
<br />FABRIC UNTIL CONCRETE HAS CURED.
<br />3. PROVIDE TEMPORARY BRACING OR GUYS TO MAINTAIN POSTS IN A PLUMB POSITION
<br />UNTIL CONCRETE HAS CURED.
<br />C. RAILS ARE TO BE SECURELY FASTENED TO LINE, GATE, TERMINAL AND CORNER POSTS.
<br />TOP RAILS SHALL EXTEND THROUGH POST TOPS AND SHALL BE A MINIMUM OF EIGHTEEN
<br />FEET (18') IN LENGTH AND SHALL BE FITTED WITH COUPLINGS TO FORM CONTINUOUS
<br />LENGTHS. COUPLINGS SHALL BE FORMED TO CONFIGURATION OF RAIL AND BE SIX INCHES
<br />(6") MINIMUM IN LENGTH,
<br />1. BOTTOM RAILS ARE TO BE PROVIDED FOR THE FIRST FENCE BAY ADJACENT TO CORNER
<br />POSTS (IN EACH DIRECTION) AND AT TERMINAL AND GATE POSTS.
<br />D. THE CHAIN LINK FENCE FABRIC SHALL BE SECURELY FASTENED TO ALL CORNER, GATE
<br />AND TERMINAL POSTS USING STRETCHER BARS AND HEAVY GAUGE STRETCHER BAR BANDS.
<br />THERE SHALL BE (1) BAND FOR EACH FOOT IN THE HEIGHT OF FENCE. THE FABRIC SHALL
<br />BE FASTENED TO ALL INTERMEDIATE LINE POSTS WITH 9 GAUGE MINIMUM TIE WIRES,
<br />SPACING NOT TO EXCEED FIFTEEN INCHES (15"). FABRIC SHALL BE TIED TO RAILS AND
<br />BOTTOM TENSION WIRE WITH 9 GAUGE MINIMUM TIE WIRES, SPACING NOT TO EXCEED
<br />TWENTY-FOUR INCHES (24").
<br />1. PROVIDE APPROXIMATELY 2" CLEARANCE BETWEEN FINISH GRADE AND BOTTOM
<br />SALVAGE.
<br />2. STRETCH FABRIC BETWEEN TERMINAL AND/OR GATE POSTS, OR AT INTERVALS NOT TO
<br />EXCEED 100 FEET, WHICHEVER IS LESS.
<br />E. BOTTOM TENSION WIRE SHALL BE SECURED TO ALL INTERMEDIATE LINE POSTS WITH 9
<br />GAUGE MINIMUM TIE WIRES.
<br />1. PROVIDE APPROXIMATELY 2" CLEARANCE BETWEEN TENSION WIRE AND FINISH GRADE.
<br />2. PLACE TENSION WIRE ON THE OUTSIDE OF POSTS.
<br />3. STRETCH TENSION WIRE BETWEEN TERMINAL POSTS, OR AT INTERVALS NOT TO EXCEED
<br />10Y, WHICHEVER IS LESS.
<br />F. FABRICATE GATE FRAMES OF PIPE MEMBERS, AS SPECIFIED. PROVIDE ADDITIONAL
<br />HORIZONTAL MEMBERS AND TRUSS RODS TO RESIST SAG AND TWIST, ENSURE PROPER
<br />GATE OPERATION AND FOR ATTACHMENT OF FABRIC, HARDWARE AND ACCESSORIES.
<br />1. ASSEMBLE GATE FRAMES BY WELDING OR BY FITTINGS AND RIVETS FOR RIGID
<br />CONNECTIONS, ALL WELDS SHALL BE COATED WITH LIQUID ZINC. PROVIDE 3/8" MINIMUM
<br />DIAMETER ADJUSTABLE TRUSS RODS ON ALL GATE FRAMES WITH RIVETED FITTING
<br />CONNECTIONS.
<br />2. INSTALL FABRIC WITH STRETCHER BARS AT VERTICAL EDGES, AND TIE WIRES AT TOP AND
<br />BOTTOM EDGES. ATTACH STRETCHER BARS TO GATE FRAME AT NOT MORE THAN 15" O.C.
<br />ATTACH HARDWARE WITH RIVETS OR BY OTHER MEANS, WHICH WILL PROVIDE SECURITY
<br />AGAINST REMOVAL OR BREAKAGE.
<br />3. INSTALL GATES PLUMB, LEVEL AND SECURE, PROVIDE FULL OPENING WITHOUT
<br />INTERFERENCE. PROVIDE ONE (1) GATE KEEPER FOR EACH LEAF.
<br />TOLERANCES
<br />A. SITE FENCING, POSTS AND GATES SHALL BE INSTALLED TO EXTENT, LINES AND LOCATIONS
<br />SHOWN ON THE DRAWINGS. NO FENCE COMPONENT SHALL EXTEND ACROSS PROPERTY LINE.
<br />1. VARIATION IN PLUMB SHALL NOT EXCEED 1/4" IN 6-0".
<br />2. MAXIMUM OFFSET FROM TRUE POSITION SHALL NOT EXCEED 1" IN 25'-0".
<br />3. NO FENCE COMPONENT MAY EXTEND OVER PROPERTY LINE.
<br />SECTION 03300
<br />CAST -IN -PLACE CONCRETE
<br />QUALITY ASSURANCE
<br />A. ALL CONCRETE MATERIALS SHALL CONFORM TO CURRENT SPECIFIED ASTM
<br />AND ACI STANDARDS AND SPECIFICATIONS.
<br />PRODUCTS
<br />MATERIALS
<br />A. CEMENT SHALL BE GREY PORTLAND CEMENT, TYPE 1, OR 1A, CONFORMING TO ASTM
<br />C 150, OR OTHER TYPES IF REQUIRED BY THE SOILS ENGINEER. USE SAME BRAND FOR ALL
<br />EXPOSED WORK.
<br />B. WATER SHALL BE POTABLE, CLEAN AND FREE FROM IMPURITIES AFFECTING THE
<br />STRENGTH OF THE CONCRETE, IN ACCORDANCE WITH ACI AND ASTM REQUIREMENTS,
<br />C. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-33.
<br />1. FINE AND COARSE AGGREGATES SHALL BE REGARDED AS SEPARATE INGREDIENTS AND
<br />EACH SHALL CONFORM TO THE APPROPRIATE GRADING REQUIREMENTS OF ASTM C-33.
<br />ADMIXTURES
<br />A. AIR -ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C-260.
<br />1. PRODUCT/MANUFACTURER; ONE OF THE FOLLOWING:
<br />A. "AIR -MIX'; EUCLID CHEMICAL CO.
<br />B. "SIKA-AER"; SIKA CORP.
<br />C. "MB-VR OR MB-AE"; MASTER BUILDERS.
<br />D. "AIR-TITE", CORMIX CONSTRUCTION CHEMICALS.
<br />B. CHEMICAL ADMIXTURES CONFORMING TO ASTM C-494 USED TO RETARD OR ACCELERATE
<br />SETTING, REDUCE WATER RATIO OR PREVENT FREEZING SHALL NOT BE USED WITHOUT
<br />PRIOR APPROVAL FROM KMART CORPORATION. NO ADMIXTURES CONTAINING CALCIUM
<br />CHLORIDE MAY BE USED.
<br />C. FLY ASH SHALL BE A CALCINATED POZZOLAN AND SHALL CONFORM TO ASTM C-618,
<br />CLASS C OR-F.
<br />1. FLY ASH MAY BE USED TO REPLACE 25% PORTLAND CEMENT BY WEIGHT MAXIMUM.
<br />ACCESSORIES
<br />A. NON -SHRINK GROUT SHALL BE PREMIXED, NON-METALLIC, NON -STAINING TYPE,
<br />1. PRODUCT/MANUFACTURER; ONE OF THE FOLLOWING:
<br />A. "SET GROUT"; MASTER BUILDERS
<br />B. "EUCO-NC"; EUCLID CHEMICAL CO.
<br />C. 10K"; SONNEBORN-REXNORD.
<br />D. "SURE -GRIP" OR "UTILITY GROUT"; DAYTON SUPERIOR
<br />CORPORATION
<br />B. PREFORMED EXPANSION JOINTS SHALL BE 1/2" THICK ASPHALT IMPREGNATED CANE
<br />FIBER EXPANSION JOINTS, CONFORMING TO ASTM D-1751.
<br />C. BOND BREAKER SHALL BE NO. 15 ASPHALT SATURATED PLAIN ORGANIC FELT
<br />CONFORMING TO ASTM D-226,
<br />D. EXPANSION JOINT SEALANT SHALL BE TRAFFIC GRADE, SELF LEVELING. COLOR SHALL BE
<br />BLACK.
<br />1. PRODUCT/MANUFACTURER; ONE OF THE FOLLOWING:
<br />A. ATHC-900"; TREMCO
<br />B. ANR-200; PECORA CORPORATION
<br />2. PRIMER SHALL BE AS RECOMMENDED BY SEALANT MANUFACTURER.
<br />CONCRETE MIX
<br />A. MIX CONCRETE IN ACCORDANCE WITH ACI 304. DELIVER CONCRETE IN ACCORDANCE
<br />WITH ADTM C-94.
<br />B. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE CONSISTING OF A PROPORTIONED
<br />MIXTURE OF PORTLAND CEMENT, FINE AND COARSE AGGREGATE AND WATER.
<br />1. CONCRETE PROPORTIONS SHALL BE SELECTED ON THE BASIS OF TRIAL MIXES
<br />CONFORMING TO AC1 211.1.
<br />2. CONCRETE SHALL BE SO PROPORTIONED TO PROVIDE A WATER/CEMENT RATIO BETWEEN
<br />0.45 AND 0.50. IN NO CASE SHALL THE WATER/CEMENT RATIO EXCEED 0.50.
<br />C. ALL CONCRETE UNLESS OTHERWISE NOTED, SHALL HAVE A MINIMUM COMPRESSIVE
<br />STRENGTH OF 3,000 PSI AT 28 DAYS, MIX DESIGN SHALL BE SO PROPORTIONED TO CONTAIN
<br />A MINIMUM OF 517 POUNDS OF CEMENT PER CUBIC YARD.
<br />1. 1500 PSI CONCRETE MAY BE USED FOR FILL. MIX DESIGN SHALL BE SO PROPORTIONED
<br />TO CONTAIN A MINIMUM OF 376 POUNDS OF CEMENT PER CUBIC YARD.
<br />2. FLY ASH CONFORMING TO ASTM C-618 MAY BE SUBSTITUTED FOR UP TO 25% BY WEIGHT
<br />OF PORTLAND CEMENT.
<br />3. 2,500 PSI CONCRETE MAYBE USED FOR GUARD POST BASES. MIX DESIGN SHALL BE SO
<br />PROPORTIONED TO CONTAIN A
<br />MINIMUM OF 458 POUNDS OF CEMENT PER CUBIC YARD.
<br />D. ALL CONCRETE UNLESS OTHERWISE NOTED, SHALL BE PROPORTIONED TO HAVE A
<br />SLUMP OF 2-1/2" TO 4" MAXIMUM, TOLERANCE IN SLUMP SHALL NOT EXCEED ACI
<br />RECOMMENDATIONS.
<br />1. SLUMP FOR CONCRETE FILL MAY BE 6" MAXIMUM.
<br />E. ALL EXTERIOR CONCRETE, BUILDING FOUNDATIONS, PIERS AND FOUNDATION WALLS
<br />SHALL BE AIR -ENTRAINED, AIR CONTENT SHALL BE 6%+1%.
<br />1. INTERIOR SLABS SHALL NOT BE AIR ENTRAINED.
<br />F. CHEMICAL ADMIXTURES USED TO RETARD OR ACCELERATE SETTING, REDUCE
<br />WATER/CEMENT RATIO OR PREVENT FREEZING SHALL NOT BE USED WITHOUT PRIOR
<br />APPROVAL OF THE KMART CORPORATION.
<br />G. NO ADMIXTURE CONTAINING CALCIUM CHLORIDE MAY BE USED.
<br />H. MAXIMUM AGGREGATE SIZE SHALL CONFORM TO THE FOLLOWING AND SHALL NOT
<br />EXCEED TOLERANCES ON OVERSIZE AS PER ASTM C-33.
<br />1. FOOTINGS, FOUNDATIONS AND WALLS 3/4" TO 1-1/2"
<br />2. SLABS ON GROUND 3/4" - V
<br />3. CONCRETE FILL 2"
<br />PRODUCTION
<br />A. READY -MIXED CONCRETE PRODUCTION SHALL CONFORM TO ASTM C-94 AND THE
<br />NATIONAL READY MIX CONCRETE ASSOCIATION. USE OF NON -AGITATING TRUCKS IS NOT
<br />PERMITTED.
<br />B. USE OF RE -TEMPERED CONCRETE IS NOT PERMITTED
<br />C. THE ADDITION OF WATER AT THE JOB SITE IS PERMITTED PROVIDING THAT ONLY
<br />SUFFICIENT WATER IS ADDED TO PROVIDE A WORKABLE MIX AND THAT THE DESIGN WATER
<br />CEMENT RATIO AND/OR THE MAXIMUM SLUMP ARE NOT EXCEEDED. THE ADDITION OF
<br />PORTLAND CEMENT OR FLY ASH AT JOB SITE TO MAINTAIN WATER CEMENT RATIO IS NOT
<br />PERMITTED.
<br />D. IF AIR -ENTRAINED PORTLAND CEMENT IS NOT USED, AIR -ENTRAINING ADMIXTURES SHALL
<br />BE INTRODUCED INTO THE CONCRETE, IN ACCORDANCE WITH MANUFACTURERS
<br />RECOMMENDATIONS,
<br />E. WHEN POURING CONCRETE AGAINST PREVIOUSLY POURED WORK, THE EXISTING
<br />SURFACES SHALL BE THOROUGHLY CLEANED AND ROUGHENED, THEN WETTED AND
<br />COATED WITH A THICK CEMENT AND WATER GROUT OR BONDING AGENT, NOT MORE THAN
<br />FIFTEEN MINUTES IN ADVANCE OF THE NEW CONCRETE. CORE EXISTING CONCRETE AND
<br />INSERT DOWELS WHERE REQUIRED ON THE DRAWINGS.
<br />INSTALLATION
<br />A. PLACEMENT - GENERAL
<br />1. DELIVER AND PLACE CONCRETE IN ACCORDANCE WITH ACI-304 AND ASTM C-94.
<br />2. UTILIZE COLD WEATHER AND/OR HOT WEATHER INSTALLATION PROCEDURES AND
<br />PROTECTION AS RECOMMENDED IN ACI 306R AND ACI 305R.
<br />B. PLACEMENT - FLOOR SLABS
<br />1. CONCRETE FLOOR SLABS ON GRADE SHALL NOT BE POURED UNTIL ALL UNDERFLOOR
<br />CONSTRUCTION, INCLUDING MECHANICAL AND ELECTRICAL LINES ARE INSTALLED
<br />COMPLETE, BACKFILLED, INSPECTED AND APPROVED BY THE KMART PROJECT MANAGER.
<br />A. FLOOR SLABS SHALL BE POURED ON 4" MINIMUM OF COMPACTED POROUS FILL. SEE
<br />SECTION 02315.
<br />B. INSTALL VAPOR BARRIER OVER A SMOOTH COMPACTED 4" MINIMUM POROUS FILL BASE.
<br />VAPOR BARRIER SHALL BE LAPPED A MINIMUM OF 6" WITH LAP 1N DIRECTION OF CONCRETE
<br />POUR. USE MAXIMUM SHEET SIZE WITH A MINIMUM OF JOINTS, CARE SHALL BE EXERCISED
<br />TO PREVENT PUNCTURE, DAMAGE OR RUPTURE OF VAPOR BARRIER, WHERE COLUMNS,
<br />PIPE, CONDUIT ETC. PENETRATE VAPOR BARRIER, CUT AROUND PROJECTION AND SEAL
<br />WITH JOINT TAPE.
<br />C. ALL CONTROL JOINTS SHALL BE CUT INTO THE CONCRETE SLAB USING AN EARLY -CUT
<br />SAW, SUCH AS SOFF-CUTT" OR EQUAL. PLASTIC "ZIP -STRIP" OR OTHER PREFORMED
<br />CONTROL JOINTS ARE NOT PERMITTED.
<br />1. ALIGNMENT OF CONTROL JOINTS MUST BE STRAIGHT.
<br />2. SAW CUTTING MUST BE DONE AS SOON AS THE CONCRETE IS SET ENOUGH THAT THE
<br />CUTTING OPERATION DOES NOT DISTURB THE SURFACE MATRIX OF THE CONCRETE.
<br />3. ALL SAW CUT JOINTS WITHIN THE SALES FLOOR SLAB TO BE COVERED WITH VINYL TILE
<br />SHALL NOT BE FILLED.
<br />4. ALL SAW CUT JOINTS IN THE REAR STOCK AREA AND ELSEWHERE INSIDE THE BUILDING
<br />WHERE VINYL TILE IS NOT APPLIED SHALL BE FILLED WITH A SEMI -RIGID EPDXY FILLER.
<br />5. ALL SAW CUT JOINTS IN THE EXTERIOR GARDEN SHOP SLAB SHALL BE FILLED WITH A SELF
<br />LEVELING SILICONE POLYMER SEALANT.
<br />6. SAW CUTS SHALL BE 1/8" WIDE X 1" DEEP.
<br />7. FURNISH AND INSTALL NO. 15 FELT BOND BREAKER FULL DEPTH OF SLAB WHERE SLABS
<br />ABUT VERTICAL SURFACE, PERIMETER OF STEEL COLUMNS AND ELSEWHERE AS INDICATED
<br />ON THE DRAWINGS.
<br />8. SHAPE SLABS TO THE SLOPES AND ELEVATIONS INDICATED, AND ACCURATELY PITCH OR
<br />GRADE TO THE DRAINAGE FITTINGS, EQUIPMENT AND FIXTURES OCCURRING THEREIN.
<br />9. DEPRESS AND FORM SLABS FOR FLOOR DRAINS, SCRUBBER DRAIN AND CURB,
<br />ELECTRICAL EQUIPMENT PADS, AND ELSEWHERE AS INDICATED ON THE DRAWINGS.
<br />A. THICKEN SLAB UNDER VESTIBULE BULKHEAD AND ALL LOAD BEARING STUD PARTITIONS
<br />AND ELSEWHERE AS INDICATED ON THE DRAWINGS.
<br />B. NO HORIZONTAL RUNS OF PIPING OR ELECTRICAL CONDUIT WILL BE PERMITTED IN
<br />CONCRETE FLOOR SLABS.
<br />E. PLACEMENT EXTERIOR CONCRETE
<br />1. EXTERIOR SIDEWALKS, SLABS, APRONS, CURBS, COMBINATION CURB AND GUTTER, PADS,
<br />RAMPS, APPROACHES, ETC., CONNECTED TO OR ABUTTING BUILDINGS SHALL BE POURED
<br />TO SLOPES, ELEVATIONS AND PROFILES INDICATED ON DRAWINGS AND ACCURATELY
<br />PITCHED TO DRAINAGE FITTINGS OCCURRING THEREIN.
<br />2. FURNISH AND INSTALL EXPANSION JOINTS WHERE EXTERIOR SLABS, PAVEMENTS,
<br />SIDEWALKS, ETC., ABUT VERTICAL SURFACES AND FIFTY FEET (50') MAXIMUM ON CENTER
<br />UNLESS OTHERWISE INDICATED. JOINTS SHALL BE EQUALLY SPACED IN A REGULAR
<br />PATTERN ALONG SIDEWALK OR WITHIN ANY GIVEN SLAB AREA. JOINTS IN CURB SHALL
<br />ALIGN WITH SIDEWALK AND SLAB JOINTS.
<br />A. EXPANSION JOINTS SHALL BE 1/2" THICK, FULL DEPTH OF SLAB. SET FILLER
<br />APPROXIMATELY 1" BELOW FINISHED SURFACE AND FILL WITH NON -TRACKING RUBBER OR
<br />ELASTOMERIC SEALANT.
<br />3 CONTROL 1 1 4 TOOLED OR FORMED. SAW CUT JOINTS WILL BE
<br />JOINTS SHALL BE / S - /
<br />PERMITTED. DEPTH OF JOINTS SHALL BE 1/5 TO 1/4 OF SLAB THICKNESS.
<br />A. CONTROL JOINTS IN SIDEWALKS SHALL BE SPACED AS INDICATED ON DRAWINGS.
<br />UNBROKEN CONCRETE AREA SHALL NOT BE LESS THAN 16 SQUARE FEET AND NO MORE
<br />THAN 36 SQUARE FEET.
<br />B. CONTROL JOINTS IN OPEN GARDEN SHOP AREA SHALL BE EVENLY SPACED BUT NO MORE
<br />THAN 20 FEET ON CENTER IN EITHER DIRECTION, OR AS INDICATED ON DRAWINGS.
<br />C. SAW CUT JOINTS SHALL BE FILLED WITH A SELF -LEVELING SILICONE POLYMER SEALANT,
<br />4. ALL EXPOSED EDGES OF EXPANSION AND CONTROL JOINTS, ETC., SHALL BE ROUNDED
<br />WITH A 1/4" RADIUS -EDGING TOOL.
<br />A. SAW CUT CONTROL JOINTS SHALL BE FILLED WITH A SILICONE POLYMER SEALANT.
<br />CONCRETE FINISHES
<br />A. "DEFINITION" OF FINISH TYPES SHALL BE AS DEFINED IN SPECIFICATIONS FOR
<br />STRUCTURAL CONCRETE FOR BUILDINGS ACI 301.
<br />B. ALL FLOORS SLABS SHALL BE FINISHED AS FOLLOWS:
<br />1. EXTERIOR SLABS, SIDEWALKS, CURBS, RAMPS, AND PADS SHALL HAVE A "BROOM OR BELT
<br />FINISH".
<br />2. EXTERIOR GARDEN SHOP AREA CONCRETE SLAB SHALL HAVE A "BROOM FINISH".
<br />CURING AND PROTECTION
<br />A. IMMEDIATELY AFTER PLACEMENT PROTECT NEW INTERIOR AND EXTERIOR CONCRETE
<br />FROM MOISTURE LOSS AND PREMATURE DRYING, EXCESSIVE HOT AND COLD
<br />TEMPERATURES AND OTHER ADVERSE ENVIRONMENTAL CONDITIONS FOR A MINIMUM OF 7
<br />DAYS, FOLLOW APPLICABLE PROVISIONS OF ACI 301.
<br />1. APPLY LIQUID CURING COMPOUND IN ACCORDANCE WITH MANUFACTURER
<br />RECOMMENDATIONS.
<br />2. PROTECT CONCRETE FROM DAMAGE, MECHANICAL INJURY, LOAD STRESSES AND
<br />ELEMENTS DURING CURING PROCESS.
<br />B. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE APPLY 1 COAT OF
<br />SEALER ON ALL INTERIOR EXPOSED CONCRETE FLOORS.
<br />1. DO NOT APPLY SEALER TO ANY CONCRETE FLOOR TO RECEIVE FLOOR COVERING.
<br />2. CONCRETE SEALER MUST BE COMPATIBLE WITH CONCRETE CURING COMPOUND.
<br />TOLERANCES
<br />A. ALL CONCRETE FOUNDATIONS, WALLS, SLABS, APRONS, EXTERIOR CONCRETE, ETC.
<br />SHALL BE PLACED AND FINISHED AS REQUIRED TO MEET THE CONSTRUCTION TOLERANCE
<br />REQUIREMENTS OF ACI-304.
<br />REPAIRING, PATCHING, GRINDING
<br />A. PATCH CRACKS, ROCK POCKETS, HONEYCOMBS, AND HOLES RESULTING FROM THE
<br />REMOVAL OF THE NAIL, ROD AND CONE TIES, SEPARATORS, AND CORE SAMPLES. CHIP
<br />AWAY DEFECTIVE AREAS TO SOLID CONCRETE, FORMING PERPENDICULAR EDGES OR
<br />SLIGHTLY UNDERCUT EDGES. DRENCH AREA OF PATCH AND SURROUNDING AREA WITH
<br />WATER. BRUSH A THIN COAT OF CEMENT GROUT ONTO THE BASE AND EDGES OF THE
<br />PATCH AREA.
<br />1. EXPOSED CONCRETE COLUMNS SHALL BE PATCHED, RUBBED AND SANDED AS REQUIRED
<br />TO PROVIDE A UNIFORM FINISH THROUGHOUT EACH COLUMN AND FROM COLUMN TO
<br />COLUMN.
<br />B. CONCRETE FLOORS HAVING DEFECTS OF SUFFICIENT MAGNITUDE TO "READ THROUGH"
<br />FLOOR COVERING SHALL BE REMEDIED BY GRINDING, FILLING WITH AN ACCEPTABLE
<br />UNDERLAYMENT MATERIAL, OR BY TOTAL REMOVAL AND REPLACEMENT OF SLAB.
<br />1. UNDERLAYMENT PRODUCT/MANUFACTURER, ONE OF THE FOLLOWING:
<br />A. "ARDEX K15", ARDEX, INC.
<br />B. "FLO-TOP", EUCLID CHEMICAL COMPANY
<br />C. "LEVELAYER 1",DAYTON SUPERIOR CORPORATION
<br />D. "TECK 2800", GEISTLICH INTERNATIONAL
<br />INC.
<br />2. LATEX UNDERLAYMENT MATERIAL MAY NOT BE USED.
<br />3. INSTALLATION SHALL BE CERTIFIED AND/OR AS RECOMMENDED BY THE MANUFACTURER.
<br />SECTION 06100
<br />ROUGH CARPENTRY
<br />GENERAL
<br />DESCRIPTION:
<br />FURNISH ALL MATERIALS, LABOR, EQUIPMENT, SERVICE, SCAFFOLDING, ETC. NECESSARY
<br />AND INCIDENTAL FOR THE COMPLETION OF ALL ROUGH CARPENTRY AS INDICATED ON THE
<br />DRAWINGS AND AS SPECIFIED HEREIN.
<br />QUALITY ASSURANCE
<br />A. ALL LUMBER SHALL CONFORM TO AND BE GRADED IN CONFORMANCE WITH THE
<br />AMERICAN LUMBER STANDARD PS-20.
<br />B. ALL PLYWOOD SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE -TRADEMARK OF
<br />AMERICAN PLYWOOD ASSOCIATION AND MEET THE REQUIREMENTS OF U.S. PRODUCT
<br />STANDARD PS-L.
<br />PRODUCTS
<br />MATERIALS:
<br />DIMENSION AND BOARD LUMBER SHALL BE DOUGLAS FIR, ALL LUMBER SHALL BE "SEASONED
<br />DRY" (S-DRY), 19% OR LESS MOISTURE CONTENT. EXTREME FIBER STRESS IN BENDING SHALL
<br />BE 1250 P.S.I. (FB) REPETITIVE (MINIMUM).
<br />A. LUMBER GRADES SHALL BE AS FOLLOWS:
<br />1. LIGHT FRAMING AND STUDS (2" TO 4" THICK, 2" TO 4" WIDE) SHALL BE DOUGLAS FIR, S4S,
<br />CONSTRUCTION OR BETTER.
<br />B. PLYWOOD GRADES SHALL BE AS FOLLOWS:
<br />1. PLYWOOD WALLS (UNFINISHED AREAS) SHALL BE B-D INT-APA OR APA RATED SHEATHING,
<br />EXPOSURE 2.
<br />2. PLYWOOD WALL SHEATHING SHALL BE C-D INT-APA WITH EXTERIOR GLUE.
<br />3. SEE DRAWINGS FOR THE ABOVE PLYWOOD LOCATIONS AND THICKNESS.
<br />EXECUTION
<br />INSTALLATION:
<br />A. STUD PARTITIONS (ALTERNATE TO METAL STUDS AS INDICATED ON DRAWINGS).
<br />1. WOOD STUD PARTITIONS SHALL EXTEND TO THE UNDERSIDE OF ROOF DECK AND/OR
<br />MEZZANINE FRAMING AND SHALL BE 16" O.C. UNLESS OTHERWISE NOTED.
<br />2. STUDS AT DWARF PARTITIONS SHALL BE 2'-0" O.C. UNLESS OTHERWISE NOTED. BRACE
<br />PARTITIONS BACK TO MASONRY WALLS AS INDICATED.
<br />3. FURNISH SOLID WOOD BLOCKING IN PARTITIONS FOR ALL WALL MOUNTED EQUIPMENT,
<br />HARDWARE, ETC.
<br />4. FURNISH WOOD BLOCKING BETWEEN STUDS AS REQUIRED BY THE UNSUPPORTED
<br />LENGTH OF THE STUDS.
<br />SECTION 05400
<br />COLD FORMED METAL FRAMING
<br />GENERAL
<br />DESCRIPTION:
<br />FURNISH ALL MATERIALS, LABOR, EQUIPMENT, SERVICES, ETC., NECESSARY AND INCIDENTAL
<br />FOR THE COMPLETION OF ALL THE COLD FORM METAL FRAMING WORK AS INDICATED ON THE
<br />DRAWINGS AND AS SPECIFIED HEREIN.
<br />PRODUCTS
<br />METAL FRAMING:
<br />A. SYSTEM COMPONENTS
<br />FURNISH MANUFACTURER'S STANDARD STEEL RUNNERS (TRACKS), BLOCKING, LINTELS, CLIP
<br />ANGLES, SHOES, REINFORCEMENTS, FASTENERS, AND ACCESSORIES AS RECOMMENDED BY
<br />MANUFACTURER FOR APPLICATIONS INDICATED, AS NEEDED TO FURNISH A COMPLETE METAL
<br />FRAMING SYSTEM. ALL PRODUCTS TO BE MANUFACTURED BY THE CURRENT MEMBERS OF THE
<br />STEEL STUD MANUFACTURERS ASSOCIATION.
<br />B. ALL GALVANIZED STUDS SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE
<br />MINIMUM REQUIREMENTS OF 1996 A.I.S.I. STANDARDS.
<br />C. MATERIALS AND FINISHES
<br />FABRICATE METAL FRAMING COMPONENTS OF CORROSION RESISTANT STRUCTURAL QUALITY
<br />STEEL SHEET. STEEL STUDS SHALL CONFORM TO ASTM A446, GRADE A, WITH A MINIMUM YIELD
<br />POINT OF 33 KS1 FOR 18 AND 20 GAUGE; GRADE D WITH A MINIMUM YIELD POINT OF 50 KS1 FOR
<br />12,14 AND 16 GAUGE. UNLESS SHOWN SPECIFICALLY ON DRAWINGS, ALL 20 AND 18 GAUGE
<br />STUDS TO HAVE A MINIMUM OF 1-3/8" FLANGE, ALL 16 AND 14 GAUGE STUDS TO HAVE A
<br />MINIMUM OF 1-5/8" FLANGE, AND 12 GAUGE STUDS TO HAVE A MINIMUM OF A 2" FLANGE.
<br />EXECUTION
<br />FABRACATION AND INSTALLATION
<br />A. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO
<br />PERPENDICULAR MEMBERS OR AS REQUIRED FOR ANGULAR FIT AGAINST ABUTTING
<br />MEMEBERS.
<br />B. STUDS SHALL BE PLUMBED, ALIGHNED AND SECURELY ATTACHED TO FLANGES OF BOTH
<br />UPPER AND LOWER RUNNERS.
<br />C. IN ALL DOULBLED JAMBS AND HEADERS NOT ACCESSIBLE TO INSULATION CONTRACTORS,
<br />INSULATION EQUAL TO THAT SPECIFIED ELSEWHERE SHALL BE PROVIDED.
<br />D. TEMPORARY BRACING WHERE REQUIRED, SHALL BE PROVIDED UNTIL ERECTIONNIS
<br />COMPLETE.
<br />INSTALLATION (NON -BEARING WALLS)
<br />A. RUNNERS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS SHOWN IN
<br />DRAWINGS.
<br />B. JACK STUDS SHALL BE INSTALLED UNDER AND OVER DOORS AND WINDOWS, AND
<br />ELSEWHERE TO FURNISH SUPPORT.
<br />C. PROVISIONS FOR STRUCTURAL VERTICAL MOVEMENT SHALL BE PROVIDED
<br />SECTION 08111
<br />STANDARD STEEL DOORS
<br />GENERAL
<br />DESCRIPTION:
<br />A. FURNISH ALL MATERIALS, LABOR, EQUIPMENT, SERVICE, ETC., NECESSARY AND INCIDENTAL
<br />FOR THE COMPLETION OF ALL STANDARD STEEL DOOR WORK AS SHOWN ON THE DRAWINGS
<br />AND AS SPECIFIED HEREIN.
<br />QUALITY ASSURANCE
<br />A. FURNISH DOORS COMPLYING WITH STEEL DOOR INSTITUTE "RECOMMENDED
<br />SPECIFICATIONS: STANDARD STEEL DOORS AND FRAMES" (ANSI/SDI 100-91).
<br />SECTION 08112
<br />STANDARD STEEL FRAMES
<br />GENERAL
<br />DESCRIPTION:
<br />A. FURNISH ALL MATERIALS, LABOR, EQUIPMENT, SERVICE, ETC., NECESSARY AND INCIDENTAL
<br />FOR THE COMPLETION OF STANDARD STEEL FRAME WORK AS SHOWN ON THE DRAWINGS AND
<br />AS SPECIFIED HEREIN.
<br />QUALITY ASSURANCE:
<br />FURNISH FRAMES COMPLYING WITH STEEL FRAME INSTITUTE "RECOMMENDED SPECIFICATIONS:
<br />STANDARD STEEL FRAMES" (ANSI/SDI 100-91).
<br />A. HOLLOW METAL DOOR FRAMES
<br />1. HOLLOW METAL DOOR FRAMES SHALL BE FORMED FROM 18 GAUGE STEEL. FRAMES SHALL
<br />BE FLUSH DOUBLE RABBETED TYPE WITH 5/8 DEEP STOPS AND 2" FACE. PROVIDE CASED
<br />OPENING (WITHOUT RABBETED STOP) WHERE SCHEDULED.
<br />A. FRAMES, IN MASONRY PARTITIONS, SHALL BE 18 GAUGE, SET UP UNIT TYPE WITH CORNERS
<br />MITERED, ARC WELDED AND GROUND SMOOTH. PROVIDE SILL ANCHORS, SPREADERS, JAMB
<br />ANCHORS AT 2-0" O.C.
<br />B. FRAMES IN STUD PARTITIONS SHALL BE "DRYWALL TYPE" FRAMES DESIGNED TO BE INSTALLED
<br />AFTER WALL IS UP. FRAMES SHALL HAVE MITERED INTERLOCKING CORNERS, COMPRESSION
<br />TYPE JAMB ANCHORS, SILL ANCHORS AND DOUBLE RETURN ON THE BACK BEND TO GRIP AND
<br />CAP WALL.
<br />C. FRAMES FOR DOUBLE ACTING SERVICE DOORS SHALL BE UNIT TYPE WITH 12 GAUGE STEEL
<br />REINFORCEMENT (HEAD AND JAMBS).
<br />2. ALL FRAMES SHALL BE SUPPLIED WITH FACTORY INSTALLED RUBBER BUMPERS, THREE (3) PER
<br />STRIKE JAMB AND TWO (2) PER HEAD FOR PAIR OF DOORS.
<br />3. EXTERIOR DOOR FRAMES SHALL BE GALVANIZED STEEL.
<br />4. FABRICATE FRAMES SQUARE, PLUMB AND TRUE.
<br />MANUFACTURERS:
<br />A. STEEL FRAMES
<br />1. AMWELD
<br />2. STEELCRAFT
<br />3. CURRIES
<br />4. CECO
<br />5. REPUBLIC
<br />6. MESKER
<br />HARDWARE
<br />A. TEMPLATES FOR HARDWARE WILL BE SHIPPED TO THE FACTORY FOR FABRICATION BY THE
<br />DOOR AND FRAME MANUFACTURER.
<br />1. REINFORCE, DRILL AND TAP DOORS TO RECEIVE MORTISED HARDWARE. SURFACE APPLIED
<br />HARDWARE SHALL HAVE REINFORCING AS REQUIRED FOR DRILLING AND TAPPING BY INSTALLER.
<br />2. PROVIDE PLASTER/DUST GUARDS FOR MORTISES IN FRAME,
<br />FINISH
<br />A. AFTER THOROUGHLY CLEANING AND CHEMICALLY TREATING SURFACES, APPLY ONE COAT OF
<br />MANUFACTURER'S STANDARD PRIMER, BAKED ON.
<br />SECTION 08710
<br />AUTOMATIC ENTRANCE DOORS
<br />MATERIALS
<br />A. AUTOMATIC DOOR SYSTEM SHALL BE SLIDING BI-PARTING ALUMINUM DOORS AND
<br />SIDELIGHTS, TRANSOM, HEADERS, OPERATORS AND ACTUATING CONTROLS.
<br />1. SLIDING DOOR AND SIDELIGHTS SHALL BE BREAKOUT DESIGN.
<br />B. ALUMINUM DOORS AND FRAMES
<br />1. DOORS AND FRAMES SHALL BE EXTRUDED ALUMINUM, MAJOR SECTIONS SHALL BE
<br />MINIMUM, 125" WALL THICKNESS.
<br />2. DOORS AND SIDELIGHTS SHALL BE MEDIUM STILE AND FURNISHED WITH TWO MUNTIN
<br />BARS,10" BOTTOM RAILS, NYLON BRUSH BOTTOM SWEEPS.
<br />A. AT EXTERIOR DOORS FURNISH WEATHER-STRIPPING AT ALL STILES AND HEADER.
<br />3. ALL OPERATING EQUIPMENT SHALL BE FACTORY ASSEMBLED, ADJUSTED AND TESTED.
<br />4. DOORS SHALL INCLUDE ALL HARDWARE, PIVOTS, ROLLERS, MOUNTING COMPONENTS, ETC.
<br />A. FURNISH THUMBTURN CYLINDERS ON INSIDE OF EXTERIOR ALUMINUM DOORS.
<br />5. INCLUDE 1/2" MAXIMUM RAISED THRESHOLDS WITH BEVELED EDGES AT EXTERIOR DOORS
<br />(EXCEPT AT ENTRANCE MAT WHERE THRESHOLD IS SQUARE EDGE).
<br />6. INCLUDE ALL DECALS ON DOORS AS REQUIRED BY ANSI AND NFPA.
<br />7. DOOR MANUFACTURER TO SUPPLY MAGNETIC CONTACT SWITCH, SENTROL 1078W, AND
<br />PREPARE DOORS AND HEAD FRAME TO RECEIVE MAGNETIC CONTACT SWITCH AND
<br />WIRING.ROUTE WIRING THROUGH HEAD FRAME AND INTO FIXED LEAF TO ALLOW FOR FINAL
<br />CONNECTION BY KMART AT HEADERAON WIRED MAGNET TO BE LOCATED IN ACTIVE
<br />LEAF. LOCATE HOLES FOR MAGNETIC SWITCH A MINIMUM 15 INCHES BELOW TOP HINGE
<br />MOUNTING POINT, SEE DRAWINGS FOR LOCATION. MANUFACTURERS
<br />A. STANLEY MAGIC -DOOR, "DURA-GLIDE" SERIES 3000, MODEL 10-3360
<br />B. BEAAM, INC., "POWERGLIDE AMD"
<br />C. GYRO -TECH, INC., "GT SYSTEM 1175"
<br />D. DOR-O-MATIC, DIVISION OF INGERSOLL RAND, "96K SLIDING DOOR SYSTEM"
<br />FINISHES
<br />A. DOORS AND FRAMES
<br />1. FINISH SHALL MATCH EXISTING ADJACENT.
<br />OPERATORS
<br />1. OPERATORS SHALL BE ELECTRO-MECHANICAL ACTIVATED BY MOTION/PRESENCE DETECTORS
<br />AT HEADER FOR ONE-WAY AND TWO-WAY TRAFFIC, SURFACE MOUNTED.
<br />A. EXIT DOORS
<br />1. FURNISH "EXIT ONLY" DECALS ON EXTERIOR SIDE OF DOOR AND "ARROW" DECAL INSIDE.
<br />B. TWO-WAY DOORS
<br />1. FURNISH "ARROW" DECALS ON BOTH SIDES OF DOORS,
<br />C. ALL DECALS CONFORM TO ANSI/A156.10-LATEST EDITION.
<br />D. APPROACH SIDE OF DOOR FURNISH DECAL "CAUTION AUTOMATIC DOOR" AND ON EGRESS
<br />SIDE FURNISH "EMERGENCY PUSH TO OPEN"
<br />2. INCLUDE FULL OPENING SAFETY THRESHOLD/PRESENCE DETECTION. 3. SYSTEM SHALL
<br />INCLUDE DOOR HOLD -OPEN DEVICE AND ON/OFF SWITCH AT HEADER.
<br />4. ALL AUTOMATIC EQUIPMENT AND FUNCTIONS SHALL COMPLY WITH ANSI-A156.10- LATEST
<br />EDITION.
<br />SAFETY EQUIPMENT
<br />1. ACTIVATION SENSOR
<br />A. ACTIVATION CAN BE NO LESS THAN 43" OUT FROM CLOSED DOOR AND LESS 5" ON EITHER
<br />SIDE OF DOOR OPENING WIDTH.
<br />B. DETECTION CAN BE NO LESS THAN 28" OFF FINISHED FLOOR.
<br />2. HEADER MOUNTED SAFETY SENSOR
<br />A. MUST BE MOUNTED ON SWING SIDE OF THE DOOR OPENING
<br />B. SENSORR IS LOCATED ON PACKAGE HEADER
<br />C. SAFETY ZONE IS SET AT 45 ^ OUT FROM CLOSED DOOR AND LEESS 5" ON EITHER SIDE OF
<br />DOOR OPENING WIDTH
<br />D. SENSOR MUST BE ABLE TO DETECTOR OBJECT 28" OR HIGHER
<br />E. SENSOR PROTECTS 5" THROUGH THE THRESHOLD IN THE DOORS OPEN POSITION.
<br />3. SAFETY BEAMS
<br />A. BEAMS KEEP THE DOOR FROM CLOSING WHEN AN OBJECT IS IN THE THRESHOLD AREA
<br />DOOR WILL REACTIVATE IF AN OBJECT IS
<br />DETECTED IN THE SAFETY ZONE.
<br />SECTION 08710
<br />FINISH HARDWARE
<br />GENERAL
<br />DESCRIPTION
<br />A. FURNISH ALL MATERIALS, LABOR, EQUIPMENT, SERVICE, ETC., NECESSARY AND INCIDENTAL
<br />FOR THE COMPLETION OF ALL FINISH HARDWARE WORK AS SHOWN ON THE DRAWINGS AND AS
<br />SPECIFIED HEREIN. -
<br />QUALITY ASSURANCE
<br />A. REQUIREMENTS OF REGULATORY AGENCIES: FURNISH FINISH HARDWARE TO COMPLY WITH
<br />THE REQUIREMENTS OF LAWS, CODES, ORDINANCES, AND REGULATIONS OF THE
<br />GOVERNMENTAL AUTHORITIES HAVING JURISDICTION WHERE SUCH REQUIREMENTS EXCEED THE
<br />REQUIREMENTS OF THE SPECIFICATIONS.
<br />A. FURNISH EACH CATEGORY WITH THE PRODUCTS OF ONLY ONE MANUFACTURER; THIS
<br />REQUIREMENT IS MANDATORY WHETHER VARIOUS MANUFACTURERS ARE LISTED ON NOT.
<br />B. HINGES: FURNISH CLASS AS SPECIFIED IN HARDWARE SETS IN SIZE
<br />4-1/2 X 4-1/2 INCHES FOR 1-3/4" DOORS. FURNISH NON -REMOVABLE PINS (NRP) FOR HINGES ON
<br />EXTERIOR OUT SWINGING DOORS.
<br />HAGER LAWRENCE MCKINNEY STANLEY
<br />H-1 1279 4181 T27143 F179
<br />H-2 BB1279 BB4101 TB27143 FBB179
<br />C. LOCKSETS AND LATCHSETS:
<br />1. MORTISE: SERIES AND FUNCTION DESIGNATIONS ARE BEST (NO SUBSTITUTION).
<br />MANUFACTURER SERIES DESIGN
<br />BEST 35H 15H
<br />2. BEST HEAVY DUTY CYLINDRICAL: SERIES AND FUNCTION DESIGNATIONS ARE BEST (NO
<br />SUBSTITUTION).
<br />MANUFACTURER SERIES DESIGN
<br />BEST 9K 15D
<br />D. KICK PLATES: FURNISH 10" X 0.050 INCHES X DOOR WIDTH LESS 1-1/2" AT SINGLE DOORS, AND
<br />LESS ONE INCH AT PAIRS. WHERE GLASS OR LOUVERS PREVENT THIS HEIGHT, SUPPLY WITH
<br />HEIGHT EQUAL TO HEIGHT OF BOTTOM RAIL LESS ONE INCH.
<br />E. WALL STOPS: B.H.M.A. L12101. WROUGHT, FORGED, OR CAST. APPROXIMATELY 2-1/2"
<br />DIAMETER, CONVEX OR CONCAVE RUBBER CENTER, CONCEALED FASTENERS.
<br />F. FINISHES: EXTERIOR HINGES, PRIME COAT, USP, OVER MANUFACTURER'S RUST RESISTING
<br />BASE: HAGER CP, LAWRENCE CB, MCKINNEY S, STANLEY K. INTERIOR HINGES, ALUMINUM
<br />LACQUER: HAGER LS, LAWRENCE LT, MCKINNEY AP, STANLEY LA. DOOR SPRINGS,
<br />MANUFACTURER'S STANDARD, FLUSH BOLTS, LOCKSETS, CARRY BARS, DULL CHROME, US26D.
<br />KICK PLATES, FLOOR STOPS, WALL STOPS AND HOLDERS, WEATHER-STRIPPING, ANODIZED
<br />ALUMINUM, US28. THRESHOLDS, EXTRUDED ALUMINUM, MILL FINISH. CLOSERS, SPRAYED
<br />ALUMINUM. AT EXTERIOR DOORS, PROTECT ALL CLOSER CYLINDERS (IF FERROUS), ARMS AND
<br />PLATES WITH SPECIAL RUST INHIBITING (SRI) FINISH PRIOR TO FINAL SPRAYED ALUMINUM.
<br />EXECUTION
<br />GENERAL
<br />A. INSTALL HARDWARE ACCORDING TO MANUFACTURER'S PRINTED INSTRUCTIONS AND TO
<br />TEMPLATE DIMENSIONS.
<br />QUANTITIES
<br />A. PROVIDE ONE HINGE FOR EACH 30 INCHES OF DOOR HEIGHT OR FRACTION THEREOF.
<br />EXECUTION
<br />GENERAL
<br />A. INSTALL HARDWARE ACCORDING TO MANUFACTURER'S PRINTED INSTRUCTIONS AND TO
<br />TEMPLATE DIMENSIONS.
<br />QUANTITIES
<br />A. PROVIDE ONE HINGE FOR EACH 30 INCHES OF DOOR HEIGHT OR FRACTION THEREOF.
<br />SECTI ON07460
<br />EXTERIOR SIDING PANELING
<br />EXTERIOR CEMENT FIBER VERTICAL SIDING PANELS
<br />DESCRIPTION
<br />A. FURNISH ALL MATERIALS LABOR, EQUIPMENT, SERVICE, ETC., NECESSARYAND INCIDENTAL
<br />FOR THE COMPLETION OF ALL THE EXTERIOR SIDING PANELS AS INDICATED ON THE DRAWINGS
<br />AND AS SPECIFIED HEREIN.
<br />DELIVERY, STORAGE AND HANDLING
<br />A. PROTECT INSULATION FROM PHYSICAL DAMAGE AND FROM BECOMING WET, SOILED OR
<br />COVERED WITH ICE OR SNOW. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR
<br />HANDLING, STORAGE AND PROTECTION DURING INSTALLATION.
<br />B. LABEL INSULATION PACKAGES TO INCLUDE MATERIAL NAME, PRODUCTION DATE AND/OR
<br />PRODUCT CODE.
<br />C. STACK SIDING PANELS ON A LEVEL SURFACE. PROTECT EDGES AND CORNERS FROM
<br />CHIPPING.
<br />JOB CONDITIONS
<br />A. IT WILL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO COORDINATE AND SCHEDULE THE
<br />EXTERIOR SIDING PANEL INSTALLATION WITH THE GENERAL CONTRACTOR SO AS TO PROVIDE FOR
<br />A SMOOTH AND ORDERLY PROGRESSION OF THE WORK PRODUCTS
<br />MATERIALS
<br />A. EXTERIOR SIDING PANELS SHALL BE UNPRIMED, SINGLE FACED, CELLULOSE FIBER
<br />REINFORCED CEMENT BUILDING BOARDS..
<br />B. SIDING PANELS SHALL COMPLY WITH ASTM STANDARD SPECIFICATION C1186, GRADE II, TYPE A
<br />C. SIDING PANELS ARE TO BE NON-COMBUSTIBLE WHEN TESTED IN ACCORDANCE WITH ASTM
<br />E136.
<br />ACCESSORIES
<br />A. "Z BAR" METAL FLASHING @ HORIZONTAL JOINTS
<br />MANUFACTURERS
<br />A. EXTERIOR SIDING PANELS
<br />1. JAMES HARDIE BUILDING PRODUCTS, "HARDIE PANEL SIERRA 8", 4'X8' VERTICAL
<br />SIDING PANEL"
<br />2. CERTAINTEED, "8" O.C. CEDAR PANEL 4'X8"
<br />3. MAXITILE, "MAXI PANEL 4'X8', V GROOVE 8" O.C."
<br />FINISHES
<br />A. SIDING PANELS ARE TO BE PAINTED WITH PRIME AND FINISH COAT:
<br />1. PRIME COAT - (1 COAT):
<br />A. PRATT & LAMBERT, "PRO -HIDE GOLD LATEX PRIMER" (Z8460 SERIES
<br />B. PITTSBURGH PAINT, "SPEEDHIDE EXTERIOR LATEX WOOD PRIMER" (6-609
<br />SERIES)
<br />C. SHERWIN WILLIAMS, "PREP RITE PRO BLOCK" LATEX PRIMER (1351W20)
<br />D. BENJAMIN MOORE, "MOORECRAFT SUPER SPEC LATEX EXTERIOR PRIMER" (PRODUCT
<br /># 169)
<br />E. ICI DULUX, GRIPPER (PRODUCT #3210)
<br />2. FINISH COAT - (2 COATS TO PROVIDE FULL HIDING COVERAGE):
<br />A. PRATT & LAMBERT, "PRO -HIDE SILVER FLAT"
<br />B. PITTSBURGH PAINTS, "SPEEDHIDE, FLAT LATEX HOUSE PAINT" (6-610 SERIES)
<br />C. SHERWIN WILLIAMS, "A-100 LATEX FLAT" (A6 SERIES)
<br />D. BENJAMIN MOORE, "MOORECRAFT SUPER SPEC EXTERIOR LATEX FLAT" (PRODUCT #189)
<br />E. ICI DULUX, "ULTRA -HIDE DURUS" (PRODUCT #2220)
<br />EXECUTION
<br />EXAMINATION
<br />A. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF
<br />WORK. INSTALLATION
<br />A. BLOCK FRAMING BETWEEN STUDS WHERE SIDING PANEL HORIZONTAL JOINTS OCCUR.
<br />B. PLACE FASTENERS NO CLOSER THAN 1/2" FROM PANEL EDGES AND 2 INCHES FROM PANEL
<br />CORNERS.
<br />C. ALLOW MINIMUM 1 INCH VERTICAL CLEARANCE BETWEEN ROOFING AND BOTTOM EDGE OF
<br />SIDING.
<br />D. MAINTAIN CLEARANCE BETWEEN SIDING AND ADJACENT FINISHED GRADE.
<br />E. SPECIFIC FRAMING AND FASTENER REQUIREMENTS REFER TO TABLES 2 AND 3 IN NATIONAL
<br />EVALUATION SERVICE REPORT NO. NER-405.
<br />F. PER MANUFACTURERS REQUIREMENTS, VERTICAL JOINTS ARE TO BE BUTT JOINTS WITH
<br />SEALANT AND HORIZONTAL JOINTS ARE TO BE "Z BAR" METAL FLASHING.
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<br />Project Arch.l Engineer:
<br />R. THORNTON
<br />Drawn:
<br />RKT
<br />Checked:
<br />JOHN LINEGAR
<br />Date:
<br />JANUARY 17, 2007
<br />Sheet No:
<br />
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