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a <br />II I __ j I I <br />__ �I ' r <br />SECTION 079200 - JOINT SEALANTS (CONTINUED) <br />1.13 JOINT -SEALANT BACKING <br />A. CYLINDRICAL SEALANT BACKINGS: ASTM C 1330, TYPE C (CLOSED -CELL MATERIAL WITH A SURFACE SKIN) OR ANY OF THE <br />PRECEDING TYPES, AS APPROVED IN WRITING BY JOINT -SEALANT MANUFACTURER FOR JOINT APPLICATION INDICATED, AND OF <br />SIZE AND DENSITY TO CONTROL SEALANT DEPTH AND OTHERWISE CONTRIBUTE TO PRODUCING OPTIMUM SEALANT <br />PERFORMANCE. <br />B. BOND -BREAKER TAPE: POLYETHYLENE TAPE OR OTHER PLASTIC TAPE RECOMMENDED BY SEALANT MANUFACTURER FOR <br />PREVENTING SEALANT FROM ADHERING TO RIGID, iNFLEXIBLE JOINT -FILLER MATERIALS OR JOINT SURFACES AT BACK OF JOINT <br />WHERE SUCH ADHESION WOULD RESULT IN SEALANT FAILURE PROVIDE SELF ADHESIVE TAPE WHERE APPLICABLE, <br />1.14 MISCELLANEOUS MATERIALS <br />A. PRIMER: MATERIAL RECOMMENDED BY JOINT -SEALANT MANUFACTURER WHERE REQUIRED FOR ADHESION OF SEALANT TO <br />JOINT SUBSTRATES INDICATED, AS DETERMINED FROM PRECOiNS I RUCTIOLJ ,;CLNT-SEALANT-SUBSTRATE TESTS AND FIELD <br />TESTS. <br />B. CLEANERS FOR NONPOROUS SURFACES: CHEMICAL CLEANERS ACCEPTABLE TO MANUFACTURERS OF SEALANTS AND <br />SEALANT BACKING MATERIALS. <br />C. MASKING TAPE: NONSTAINING, NONABSCRBENT MATERIAL COMPATIBLE WITH JOINT SEALANTS AND SURFACES ADJACENT <br />TO JOINTS, <br />1.15 PREPARATION <br />A. EXAMINE JOINTS INOiCA.TED TO RECEIVE JOINT SEALANTS, WITH 1"!STALL _R PRESENT, FOR COMPLIANCE WITH <br />REQUIREMENTS FOR JOINT CONFIGURATION, INSTALLATION TOLERANCES, AND OTHER CONDITIONS AFFECTING JOINT -SEALANT <br />PERFORMANCE. <br />B. SURFACE CLEANING OF JOINTS: CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT SEALANTS TO COMPLY WITH <br />JOINT -SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS, <br />C. JOINT PRIMING: PRIME JOINT SUBSTRATES WHERE RECOMMENDED BY JOINT -SEALANT MANUFACTURER OR AS INDICATED <br />BY PRECONSTRUCTION JOINT -SEALANT -SUBSTRATE TESTS OR PRIOR EXPERIENCE. CONFINE PRIMERS TO AREAS OF JOINT - <br />SEALANT BOND; DO NOT ALLOW SPILLAGE OR MIGRATION ONTO ADJOINING SURFACES. <br />D. MASKING TAPE: USE MASKING TAPE WHERE REQUIRED TO PREVENT CON TACT OF SEALANT WITH ADJOINING SURFACES <br />THAT OTHERWISE WOULD BE PERMANENTLY STAINED OR DAMAGED BY SUCH CONTACT OR BY CLEANING METHODS REQUIRED <br />TO REMOVE SEALANT SMEARS. REMOVE TAPE IMMEDIATELY AFTER TOOLING dVITHOUT DISTURBING JOINT SEAL. <br />1.16 INSTALLATION OF JOINT SEALANTS <br />A. GENERAL: COMPLY WITH ASTM C 1193 AND JOINT -SEALANT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR <br />PRODUCTS AND APPLICATIONS INDICATED, UNLESS MORE STRINGENT REQUIREMENTS APPLY. <br />B. INSTALL SEALANT BACKINGS OF KIND INDICATED TO SUPPORT SEALANTS DURING APPLICATION AND AT POSITION REQUIRED <br />TO PRODUCE CROSS -SECTIONAL SHAPES AND DEPTHS OF INSTALLED SEALANTS RELATIVE TO JOINT WIDTHS THAT ALLOW <br />OPTIMUM SEALANT MOVEMENT CAPABILITY. <br />C. INSTALL BOND -BREAKER TAPE BEHIND SEALANTS WHERE SEALANT BACKINGS ARE NOT USED BETWEEN SEALANTS AND <br />BACKS OF JOINTS. <br />D. INSTALL SEALANTS USING PROVEN TECHNIQUES THAT COMPLY WITH THE FOLLOWING AND AT THE SAME TIME BACKINGS <br />ARE INSTALLED: <br />E. TOOLING OF NON -SAG SEALANTS: IMMEDIATELY AFTER SEALANT APPLICATION AND BEFORE SKINNING OR CURING BEGINS, <br />TOOL SEALANTS TO FORM SMOOTH, UNIFORM BEADS OF CONFIGURATION INDICATED. USE TOOLING AGENTS THAT ARE <br />APPROVED IN WRITING BY SEALANT MANUFACTURER AND THAT DO NOT DISCOLOR SEALANTS OR ADJACENT SURFACES. <br />1. PROVIDE CONCAVE JOINT PROFILE PER FIGURE 8A IN ASTM C 1193 UNLESS OTHERWISE INDICATED. <br />1,17 JOINT -SEALANT SCHEDULE <br />A. INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NON -TRAFFIC SURFACES. <br />1. JOINT LOCATIONS: <br />a. CONTROL AND EXPANSION JOINTS ON EXPOSED INTERIOR SURFACES OF EXTERIOR WALLS. <br />b. VERTICAL JOINTS ON EXPOSED SURFACES OF UNIT MASONRY WALLS AND PARTITIONS. <br />c. PERIMETER JOINTS OF EXTERIOR OPENINGS WHERE INDICATED. <br />d. PERIMETER JOINTS BETWEEN INTERIOR WALL SURFACES AND FRAMES OF INTERIOR DOORS, AND WINDOWS. <br />e. OTHER JOINTS AS INDICATED ON DRAWINGS. <br />2. JOINT SEALANT: FOLLOWING TYPE AS RECOMMENDED BY MANUFACTURER FOR APPLICATIONS <br />a. URETHANE, S, NS, 25, NT. <br />b. SILICONE, NONSTAAINING, S, NS, 50, NT <br />3. JOINT -SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS. <br />B. JOINT -SEALANT APPLICATION: MiILDEW-RESTS T ANT INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NONTRAFFIC <br />SURFACES <br />1. JOINT LOCATIONS: <br />a. JOIN SS BE �"eL:EN PLUNIBiNG FIXTURES AND ADJO+NINGWALLS, FLOORS, AND COUNTERS, <br />2. JOINT SEALANT: SILICONE, MILDEW RESISTANT; ACID CURING, S, NS, 25. NT. <br />3. JOINT -SEALANT COLOR. AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS. <br />C. INTERIOR ACC•LJSTICAL JC!i ITS IN VERTICAL SURFACES AND HORIZONTAL NON -TRAFFIC SURFACES: <br />I. JOINT LOCATION: ACOUSTICAL JOINTS AT HEAD AND SILL OF ALL FLOOR TO DECK WALLS AND WHERE INDICATED <br />OTHERWISE. <br />2. JOINT SEALANT:.ACOUSTiCAL. <br />3. JOINT -SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. <br />0. PERIMETER JOINTS BETWEEN INTERIOR WALL SURFACES AND CASEWORK, AND FRAMES OF INTERIOR DOORS AND <br />WINDOWS, <br />1. JOINT SEALANT: LATEX SEALANT. <br />2. JOINT -SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. <br />E. JOINT -SEALANT APPLICATION: CONCEALED MASTICS. <br />1 JOINT LOCATIONS: <br />a. ALUMINUM THRESHOLDS. <br />b. SILL PLATES. <br />c. OTHER JOINTS AS INDICATED ON DRAWINGS. <br />2, JOINT SEALANT: BUTYL -RUBBER BASED. <br />3. JOINT -SEALANT COLOR: AS INDICATED BY MANUFACTURER'S DESIGNATIONS. <br />SECTION 081113 - HOLLOW METAL DOORS AND FRAMES <br />1,1 SUMMARY <br />A. SECTION INCLUDES: <br />1. STANDARD AND CUSTOM HOLLOW METAL DOORS AND FRAMES. <br />2. STEEL SIDELIGHT, BORROWED LITE AND TRANSOM FRAMES. <br />3. LIGHT FRAMES AND GLAZING INSTALLED IN HOLLOW METAL DOORS. <br />1.2 SUBMITTALS <br />A. REFER TO SECTION 013300 FOR SUBMITTAL REQUIREMENTS. <br />B. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. INCLUDE CONSTRUCTION DETAILS, MATERIAL DESCRIPTIONS, <br />H FIRE -RESISTANCE RATING AND FINISHES. <br />S HARDWARE REINFORCEMENTS PROFILES ANCHORS, <br />CORE DESCRIPTIONS, <br />C. DOOR HARDWARE SUPPLIER IS TO FURNISH TEMPLATES, TEMPLATE REFERENCE NUMBER AND/OR PHYSICAL HARDWARE TO <br />THE STEEL DOOR AND FRAME SUPPLIER IN ORDER TO PREPARE THE DOORS AND FRAMES TO RECEIVE THE FINISH HARDWARE <br />ITEMS. <br />D. SHOP DRAWINGS: INCLUDE ELEVATIONS, DOOR EDGE DETAILS, FRAME PROFILES, METAL THICKNESSES, PREPARATIONS <br />FOR HARDWARE, AND OTHER DETAILS. <br />E. SAMPLES FOR VERIFICATION: <br />1. SAMPLES ARE ONLY REQUIRED BY REQUEST OF THE ARCHITECT AND FOR MANUFACTURERS THAT ARE NOT CURRENT <br />MEMBERS OF THE STEEL DOOR INSTITUTE, <br />1.3 QUALITY ASSURANCE <br />A. SOURCE LIMITATIONS OBTAIN HOLLOW METAL DOORS AND FRAMES THROUGH ONE_ SOURCE FROM A SINGLE <br />MANUFACTURER WHEREVER POSSIBLE. <br />B. QUALITY STANDARD: IN ADDITION TO REQUIREMENTS SPECIFIED, COMPLY WITH ANSI/SDI A250.8, LATEST EDITION, <br />'RECOMMENDED SPECIFICATIONS FOR STANDARD STEEL DOORS ,AND FRAMMES', <br />C. FIRE -RATED DOOR ASSEMBLIES: ,ASSEMMBLIES COMPLYING WITH NFPA 80 THAT A.RE LIS T ED AND LABELED Bl' A OUALiI !ED <br />TESTING AGENCY, FOR FIRE -PROTECTION RATINGS INDICATED, BASED ON TESTING AT POST T iVE PRESSURE ACCORDING TO <br />NFPA 252 (NEUTRAL PRESSURE AT 40 !NCHES ABOVE SILL) OR UL 10iG. <br />D. FIRE -RATED, BORROWED -LIGHT FRAME ASSEMBLIES: ASSEMBLIES COMPLYING '✓1 iTH NF'A 80 THAT ARE LIST=D AND <br />LABELED, BY A TESTING AND INSPECTING AGENiCY ACCEPTABLE I AUTHORITIES HAVING JURISDICTION, FOR <br />r ,..FRE- <br />?ROTECTi hRATINGS IJDiCh", ED. dAv- O TESTING rCO D!I `v TOvLOA 257, ^ROJltf1 E. _ASE:_ED nLA„%,Av MATER <br />IAL. <br />1.4 WARKA.NTY <br />A. SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE <br />DOORS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD, <br />B. WARRANTY INCLUDES INSTALLATION AND FINISHING THAT MAY BE REQUIRED DUE TO REPAIR OR REPLACEMENT OF <br />DEFECTIVE DOORS. <br />1.5 MANUFACTURERS <br />A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS <br />THAT MAY BE INCORPORATED INTO THE WORK <br />1.6 MATERIALS <br />A. COLD -ROLLED STEEL SHEET: ASTNIA'08#1, 1008M, COMMERCIAL STEEL (CS), TYPES; SUITABLE FOR EXPOSED <br />APPLICATIONS. <br />B. METALLIC -COATED STEEL SHEET: ASTM A 653/A 6531'M, COMMERCIAL STEEL (CS), TYPE B; WITH MINIMUM G60 (Z180) OR A60 <br />(ZF180) METALLIC COATING. <br />C. RECYCLED CONTENT OF STEEL PRODUCTS: POSTCONSUMER RECYCLED CONTENT PLUS ONE-HALF OF PRECONSUMER <br />RECYCLED CONTENT NOT LESS THAN 38 PERCENT. <br />D. FRAME ANCHORS: ASTM A 6531A 653M, COMMERCIAL STEEL (CS), COMMERCIAL STEEL (CS), TYPE B; WITH MINIMUM G60 <br />(Z180) OR A60 (5180) METALLIC COATING. <br />SECTION 081113 - HOLLOW METAL DOORS AND FRAMES (CONTINUED) <br />1.7 STANDARD HOLLOW METAL DOORS (INTERIOR DOORS) <br />A. GENERAL: PROVIDE 1-3/4 INCH DOORS OF DESIGN INDICATED, NOT LESS THAN THICKNESS INDICATED; FABRICATED WITH <br />SMOOTH SURFACES, WITHOUT VISIBLE JOINTS OR SEAMS ON EXPOSED FACES UNLESS OTHERWISE INDICATED. COMPLY WITH <br />ANSI/SDI A250.8. <br />B. INTERIOR DOORS: FACE SHEETS FABRICATED OF COMMERCIAL QUALITY COLD ROLLED STEEL THAT COMPLIES WITH ASTM A <br />1008/A 1008M. PROVIDE DOORS COMPLYING WITH REQUIREMENTS INDICATED BELOW BY REFERENCING ANSI/SDI A250.8 FOR <br />LEVEL AND MODEL AND ANSI/SDI A250.4 FOR PHYSICAL PERFORMANCE LEVEL: <br />1. DESIGN: FLUSH PANEL. <br />2. CORE CONSTRUCTION: MANUFACTURER'S STANDARD KRAFT-PAPER HONEYCOMB, OR ONE-PIECE POLYSTYRENE CORE, <br />SECURELY BONDED TO BOTH FACES. <br />a. FIRE DOOR, CORE: AS REQUIRED TO PROVIDE FIRE -PROTECTION AND TEMPERATURE -RISE RATINGS INDICATED. <br />r I <br />3. TOP AND BOTTOM EDGES: REINFORCE TOPS AND BOTTOMS OF DOORS WITH ,4 CONTINUOUS STEEL CHANNEL NOT LESS THAN <br />16 GAUGE, EXTENDING THE FULL WIDTH OF THE DOOR AND WELDED TO THE FACE SHEET. <br />4. HINGE REINFORCEMENT: MINIMUM 7 GAUGE (3/ 16") PLATE 1-1/4" X 9" OR MINIMUM 14 GAUGE CONTINUOUS CHANNEL WITH <br />PIERCED HOLES, DRILLED .AND TAPPED. <br />5. HARDWARE REINFORCEMENTS: FABRICATE ACCORDING TO ANSI/SDI A250.6 WITH REINFORCING PLATES FROM SAME <br />MATERIAL AS DOOR FACE SHEETS. <br />1.8 STANDARD HOLLOW METAL FRAMES (INTERIOR DOORS) <br />A. GENERAL: COMPLY WITH ANSI/SDI A250,8 AND WITH DETAILS INDICATED FOR TYPE AND PROFILE. <br />B. INTERIOR DOOR FRAME CONSTRUCTION: <br />1. FABRICATED FROM COLD -ROLLED STEEL SHEET THAT COMPLIES WITH ASTM A 1008/A 1008M. <br />2. FABRICATE FRAMES WITH MITERED OR COPED CORNERS. <br />3. KNOCKED DOWN, UNLESS NOTED OTHERWISE <br />4. MINIMUM 16 GAUGE THICK STEEL SHEET. <br />C. BORROWED LIGHT FRAMES TO BE WELDED CONSTRUCTION. <br />D. FIRE RATED FRAMES: FABRICATE FRAMES IN ACCORDANCE WITH NFPA 80, LISTED AND LABELED BY A QUALIFIED TESTING <br />AGENCY, FOR FIRE -PROTECTION RATINGS INDICATED, <br />E. HARDWARE REINFORCEMENT: FABRICATE ACCORDING TO ANSI/SDI A250.6 TABLE 4 WITH REINFORCEMENT PLATES FROM <br />SAME MATERIAL AS FRAMES. <br />1.9 ENERGY -EFFICIENT HOLLOW METAL DOORS (EXTERIOR DOORS) <br />A. GENERAL: PROVIDE 1-3/4 INCH DOORS OF DESIGN SPECIFIED, NOT LESS THAN THICKNESS INDICATED; FABRICATED WITH <br />SMOOTH SURFACES, WITHOUT VISIBLE JOINTS OR SEAMS ON EXPOSED FACES UNLESS OTHERWISE INDICATED. COMPLY WITH <br />ANSI/SDI A250.8 AND ANSI/NAAMM HMMA 867. <br />B. ENERGY EFFICIENT EXTERIOR DOORS: FACE SHEETS FABRICATED OF COMMERCIAL QUALITY HOT -DIPPED ZINC COATED STEEL <br />THAT COMPLIES WITH ASTM A924 A60. PROVIDE DOORS COMPLYING WITH REQUIREMENTS INDICATED BELOW BY REFERENCING <br />ANSI/SDI A250.8 FOR LEVEL AND MODEL, ANSI/SDI A250.4 FOR PHYSICAL PERFORMANCE LEVEL, AND HMMA 867 FOR DOOR <br />CONSTRUCTION. <br />1. DESIGN: FLUSH PANEL. <br />2. CORE CONSTRUCTION: FOAMED IN PLACE POLYURETHANE AND STEEL STIFFENED LAMINATED CORE WITH NO STIFFENER <br />FACE WELDS, IN COMPLIANCE WITH HMMA 867 "LAMINATED CORE". <br />a. PROVIDE 22 GAUGE STEEL STIFFENERS AT 6 INCHES ON -CENTER INTERNALLY WELDED AT 5" ON- CENTER TO INTEGRAL CORE <br />ASSEMBLY, FOAMED IN PLACE POLYURETHANE CORE CHEMICALLY BONDED TO ALL INTERIOR SURFACES. NO STIFFENER FACE <br />WELDING IS PERMITTED. <br />b. THERMAL PROPERTIES TO RATE AT A FULLY OPERABLE MINIMUM U-FACTOR 0.29 AND R-VALUE 3.4, INCLUDING INSULATED <br />DOOR, THERMAL -BREAK FRAME AND THRESHOLD. <br />3. LEVEL/MODEL: LEVEL 2 AND PHYSICAL PERFORMANCE LEVEL A (HEAVY DUTY), MINIMUM 18 GAUGE THICK STEEL, MODEL 2. <br />4. VERTICAL EDGES: VERTICAL EDGES TO BE MECHANICALLY INTERLOCKED WITH HAIRLINE SEAM. BEVELED LOCK EDGE, 1/8 <br />INCH IN 2 INCHES. <br />5. TOP AND BOTTOM EDGES: REINFORCE TOPS AND BOTTOMS OF DOORS WITH A CONTINUOUS STEEL CHANNEL NOT LESS THAN <br />16 GAUGE, EXTENDING THE FULL WIDTH OF THE DOOR AND WELDED TO THE FACE SHEET. DOORS WITH AN INVERTED TOP <br />CHANNEL TO INCLUDE A STEEL CLOSURE CHANNEL, SCREW ATTACHED, WITH THE WES OF THE CHANNEL FLUSH WITH THE FACE <br />SHEETS OF THE DOOR. PLASTIC OR COMPOSITE CHANNEL FILLERS ARE NOT ACCEPTABLE. <br />6. HINGE REINFORCEMENT: MINIMUM 7 GAUGE (3/16") PLATE 1-1/4" X 9". <br />7. HARDWARE REINFORCEMENTS: FABRICATE ACCORDING TO ANSI/SDI A250.6 WITH REINFORCING PLATES FROM SAME <br />MATERIAL AS DOOR FACE SHEETS. <br />1.10 ENERGY -EFFICIENT HOLLOW METAL FRAMES (EXTERIOR DOORS) <br />A. THERMAL BREAK FRAMES: SUBJECT TO THE SAME COMPLIANCE STANDARDS AND REQUIREMENTS AS STANDARD HOLLOW <br />METAL FRAMES, PROVIDE WHERE INDICATED THERMALLY BROKEN FRAME PROFILES AVAILABLE FOR USE IN BOTH MASONRY AND <br />DRYWALL CONSTRUCTION. <br />1. FABRICATE FROM MINIMUM 16 GAUGE GALVANNEALED STEEL, WITH POSITIVE 3/8" VINYL THERMAL BREAK, <br />2, EXTERIOR FRAMES TO BE WELDED UNLESS INDICATED OTHERWISE, <br />1.11 FRAME ANCHORS <br />A. JAMB ANCHORS: <br />1. MASONRY TYPE: ADJUSTABLE STRAP -AND -STIRRUP OR T-SHAPED ANCHORS TO SUIT FRAME SIZE, FORMED FROM A60 <br />METALLIC COATED MATERIAL, NOT LESS THAN 0,042 INCH THICK, WITH CORRUGATED OR PERFORATED STRAPS NOT LESS THAN 2 <br />INCHES WIDE BY 10 INCHES LONG; OR WIRE ANCHORS NOT LESS THAN 0.177 INCH THICK. <br />2. STUD WALL TYPE: DESIGNED TO ENGAGE STUD AND NOT LESS THAN 0.042 INCH THICK. <br />3. COMPRESSION TYPE FOR DRYWALL SLIP-ON (KNOCK -DOWN) FRAMES: ADJUSTABLE COMPRESSION ANCHORS. <br />4. WINDSTORM OPENING ANCHORS: TYPES AS TESTED AND REQUIRED FOR INDICATED WALL TYPES TO MEET SPECIFIED WIND <br />LOAD DESIGN CRITERIA. <br />5. FEW 361 STORM SHELTER ANCHORS: MASONRY T-SHAPED, WIRE MASONRY TYPE, OR EXISTING OPENING TYPE ANCHORS. <br />B. FLOOR ANCHORS: FLOOR ANCHORS TO BE PROVIDED AT EACH JAMB, FORMED FROM A60 METALLIC COATED MATERIAL, NOT <br />LESS THAN 0.042 INCHES THICK, <br />C. MORTAR GUARDS: FORMED FROM SAME MATERIAL. AS FRAMES, NOT LESS THAN 0.016 INCHES THICK. <br />1.12 FABRICATION <br />A. FABRICATE HOLLOW METALWORK TO BE RIGID AND FREE OF DEFECTS, WARP, OR BUCKLE. ACCURATELY FORM METAL TO <br />REQUIRED SIZES AND PROFILES, WITH MINIMUM RADIUS FOR THICKNESS OF METAL. WHERE PRACTICAL, FIT AND ASSEMBLE <br />UNITS IN MANUFACTURER'S PLANT. WHEN SHIPPING LIMITATIONS SO DICTATE, FRAMES FOR LARGE OPENINGS ARE TO BE <br />FABRICATED IN SECTIONS FOR SPLICING OR SPLINING IN THE FIELD BY OTHERS. <br />B. TOLERANCES: FABRICATE HOLLOW METALWORK TO TOLERANCES INDICATED IN ANSI/SDI A250.8. <br />C. HOLLOW METAL DOORS: <br />1. EXTERIOR DOORS: PROVIDE OPTIONAL WEEP -HOLE OPENINGS IN BOTTOM OF EXTERIOR DOORS TO PERMIT MOISTURE TO <br />ESCAPE WHERE SPECIFIED. <br />2, GLAZED LITES: FACTORY CUT OPENINGS INDOORS WITH APPLIED TRIM OR KITS TO FIT. FACTORY INSTALL GLAZING WHERE <br />INDICATED. <br />3. ASTRAGALS: PROVIDE OVERLAPPING ASTRAGALS AS NOTED INDOOR HARDWARE SETS IN DIVISION 08 SECTION "DOOR <br />HARDWARE" ON ONE LEAF OF PAIRS OF DOORS WHERE REQUIRED BY NFPA 80 FOR FIRE PERFORMANCE RATING OR WHERE <br />INDICATED. EXTEND MINIMUM 3/4 INCH BEYOND EDGE OF DOOR ON WHICH ASTRAGAL IS MOUNTED. <br />4. CONTINUOUS HINGE REINFORCEMENT: PROVIDE WELDED CONTINUOUS 12 GAUGE STRAP FOR CONTINUOUS HINGES SPECIFIED <br />IN HARDWARE SETS IN DIVISION08 SECTION "DOOR HARDWARE". <br />D. HOLLOW METAL FRAMES: <br />1. SHIPPING LIMITATIONS: WHERE FRAMES ARE FABRICATED IN SECTIONS DUE TO SHIPPING OR HANDLING LIMITATIONS, <br />PROVIDE ALIGNMENT PLATES OR ANGLES AT EACH JOINT, FABRICATED OF SAME THICKNESS METAL AS FRAMES. <br />2. WELDED FRAMES: WELD FLUSH FACE JOINTS CONTINUOUSLY; GRIND, FILL, DRESS, AND MAKE SMOOTH, FLUSH, AND INVISIBLE. <br />3. WELDED FRAMES ARE TO BE PROVIDED WITH TWO STEEL SPREADERS TEMPORARILY ATTACHED TO THE BOTTOM OF BOTH <br />JAMBS TO SERVE AS A BRACE DURING SHIPPING AND HANDLING. SPREADER BARS ARE FOR BRACING ONLY AND ARE NOT TC BE <br />USED TO SIZE THE FRAME OPENING. <br />4. SIDELIGHT AND TRANSOM BAR FRAMES: PROVIDE CLOSED TUBULAR MEMBERS WITH NO VISIBLE FACE SEAMS OR JOINTS. <br />FABRICATED FROM SAME MATERIAL AS DOOR FRAME, FASTEN MEMBERS AT CROSSINGS AND TO JAMBS BY BUTT WELDING. <br />5, HIGH FREQUENCY HINGE REINFORCEMENT: PROVIDE HIGH FREQUENCY HINGE REINFORCEMENTS AT DOOR OPENINGS 48- <br />INCHES AND WIDER WITH MORTISE BUTT TYPE HINGES AT TOP HINGE LOCATIONS. <br />o. CONTINUOUS HINGE REINFORCEMENT' PROVIDE WELDED CONTINUO <br />US 12 GAUGE STRAPS FOR CONTINUOUS HINGES <br />SPECIFIED IN HARDWARE SETS IN DIVISION 08 SECTION "DOOR HARDWARE". <br />7. PROVIDE COUNTERSUNK, FLAT- OR OVAL -HEAD EXPOSED SCREWS AND BOLTS FOR EXPOSED FASTENERS UNLESS <br />OTHERWISE INDICATED FOR REMOVABLE STOPS, PROVIDE SECURITY SCREWS AT EXTERIOR LOCATIONS. <br />8. MORTAR GUARDS: PROVIDE GUARD BOXES AT BACK OF HARDWARE MORTISES IN FRAMES AT ALL HINGES AND STRIKE PREPS <br />REGARDLESS DLES^ F GROUTINGREQUIREMENTS. <br />uAR 5 0 �, U <br />9. FLOOR ANCHORS: WELD ANCHORS TO BOTTOM OF JAMBS AND MULLIONS WITH AT LEAST FOUR SPOT WELDS PER ANCHOR. <br />10, JAMB ANCHORS: PROVIDE NUMBER AND SPACING OF ANCHORS AS FOLLOWS: <br />E. MASONRY TYPE: LOCATE ANCHORS NOT MORE THAN 18 INCHES FROM TOP AND BOTTOM OF FRAME. SPACE ANCHORS NOT <br />MORE THAN 32 INCHES O.C. AND AS FOLLOWS: <br />1. TWO ANCHORS PER JAMB UP TO 60 INCHES HIGH. <br />2. THREE ANCHORS PER JAMB UP" 0 60 TO 90 !NCHES HIGH. <br />F. STUD WALL TYPE: LOCATE ANCHORS NOT MORE THAN 18 INCHES FROM TOP AND BOTTOM OF FRAME. SPACE ANCHORS NOT <br />MORE THAN 32 INCHES O.C. AND AS FOLLOWS: <br />1. THREE ANCHORS PER JAMB UP TO 60 INCHES HIGH. <br />2. FOUR ANCHORS PER JAMB FROM 60 TO 90 INCHES HIGH. <br />G. DOOR SILENCERS: EXCEPT ON WEATHERSTRIPPED OR GASKETED DOORS, DRILL STOPS TO RECEIVE DOOR SILENCERS. <br />SILENCERS TO BE SUPPLIED BY FRAME MANUFACTURER REGARDLESS IF SPECIFIED IN DIVISION 08 SECTION "DOOR HARDWARE" <br />H. HARDWARE PREPARATION: FACTORY PREPARE HOLLOW METAL WORK TO RECEIVE TEMPLATE MORTISED HARDWARE; <br />INCLUDE CUTOUTS, REINFORCEMENT, MORTISING, DRILLING, AND TAPPING ACCORDING TO THE DOOR HARDWARE SCHEDULE AND <br />TEMPLATES FURNISHED AS SPECIFIED IN DIVISION 08 SECTION "DOOR HARDWARE." <br />1. LOCATE HARDWARE AS INDICATED, OR IF NOT INDICATED, ACCORDING TO ANSI/SDI A250.8. <br />2. REINFORCE DOORS AND FRAMES TO RECEIVE NON -TEMPLATE, MORTISED AND SURFACE MOUNTED DOOR HARDWARE. <br />3. COMPLY WITH APPLICABLE REQUIREMENTS IN ANSI/SDI A250.6 AND ANSI/DHI A115 SERIES SPECIFICATIONS FOR PREPARATION <br />OF HOLLOW METAL WORK FOR HARDWARE. <br />4, COORDINATE LOCATIONS OF CONDUIT AND WIRING BOXES FOR ELECTRICAL CONNECTIONS WITH DIVISION 26 SECTIONS. <br />SECTION 081113 - HOLLOW METAL DOORS AND FRAMES (CONTINUED) <br />1.13 STEEL FINISHES <br />A. PRIME FINISHES: DOORS AND FRAMES TO BE CLEANED, AND CHEMICALLY TREATED TO INSURE MAXIMUM FINISH PAINT <br />ADHESION. SURFACES OF THE DOOR AND FRAME EXPOSED TO VIEW TO RECEIVE A FACTORY APPLIED COAT OF RUST INHIBITING <br />SHOP PRIMER. <br />1.14 INSTALLATION <br />A. GENERAL: INSTALL HOLLOW METALWORK PLUMB, RIGID, PROPERLY ALIGNED, AND SECURELY FASTENED IN PLACE; COMPLY <br />WITH DRAWINGS AND MANUFACTURER'S WRITTEN INSTRUCTIONS. <br />B. HOLLOW METAL FRAMES: INSTALL HOLLOW METAL FRAMES OF SIZE AND PROFILE INDICATED, COMPLY WITH ANSI/SDI A250.11 <br />AND NFPA 80 AT FIRE RATED OPENINGS. <br />C. HOLLOW METAL DOORS: FIT HOLLOW METAL DOORS ACCURATELY IN FRAMES, WITHIN CLEARANCES SPECIFIED BELOW. SHIM <br />AS NECESSARY. <br />1. NON -FIRE -RATED STANDARD STEEL DOORS: <br />a. JAMBS AND HEAD: 1/8 INCH PLUS OR MINUS 1/16 INCH. <br />b. BETWEEN EDGES OF PAIRS OF DOORS: 1/8 INCH PLUS OR MINUS 1/16 INCH. <br />c. BETWEEN BOTTOM OF DOOR AND TOP OF THRESHOLD: MAXIMUM 3/8 INCH'. <br />d. BETWEEN BOTTOM OF DOOR AND TOP OF FINISH FLOOR (NO THRESHOLD); MAXIMUM 3/4 INCH, <br />2. FIRE -RATED DOORS: INSTALL DOORS WITH CLEARANCES ACCORDING TO NFPA 80. <br />D. FIELD GLAZING: COMPLY WITH INSTALLATION REQUIREMENTS IN DIVISION 08 SECTION "GLAZING" AND WITH HOLLOW METAL <br />MANUFACTURER'S WRITTEN INSTRUCTIONS. <br />SECTION 081423 - CLAD WOOD DOORS <br />1.1 SUMMARY <br />A. SECTION INCLUDES: <br />1. FLUSH SOLID CORE LOW PRESSURE CLAD OR DECORATIVE LAMINATE DOORS. <br />2. FACTORY FITTING CLAD WOOD DOORS TO FRAMES AND FACTORY MACHINING FOR HARDWARE. <br />3. LIGHT FRAMES AND GLAZING INSTALLED IN CLAD WOOD DOORS <br />1.2 ACTION SUBMITTALS <br />A. REFER TO SECTION 013300 FOR REQUIRED SUBMITTALS, <br />B. DOOR HARDWARE SUPPLIER IS TO FURNISH TEMPLATES, TEMPLATE REFERENCE NUMBER AND/OR PHYSICAL HARDWARE TO <br />THE WOOD DOOR SUPPLIER IN ORDER TO PREPARE THE DOORS AND FRAMES TO RECEIVE THE FINISH HARDWARE ITEMS. <br />C. SHOP DRAWINGS: INDICATE LOCATION, SIZE, AND HAND OF EACH DOOR; ELEVATION OF EACH KIND OF DOOR; CONSTRUCTION <br />DETAILS NOT COVERED IN PRODUCT DATA: LOCATION AND EXTENT OF HARDWARE BLOCKING; AND OTHER PERTINENT DATA. <br />1. INDICATE DIMENSIONS AND LOCATIONS OF MORTISES AND HOLES FOR HARDWARE, <br />2. INDICATE DIMENSIONS AND LOCATIONS OF CUTOUTS. <br />3. INDICATE FIRE PROTECTION RATINGS FOR FIRE RATED DOORS, <br />1.3 QUALITY ASSURANCE <br />A. QUALITY STANDARD: IN ADDITION TO REQUIREMENTS SPECIFIED, COMPLY WITH WDMA I.S.1-A, LATEST EDITION, "INDUSTRY <br />STANDARD FOR ARCHITECTURAL WOOD FLUSH DOORS." AND THE FOLLOWING MINIMUM VALUES (FOR PARTICLE CORE DOORS): <br />1. NWWDA TM-7 CYCLE SLAM TEST: 1,000,000 CYCLES. <br />2, NWWDA TM-8 HINGE LOADING TEST 1,000 LBS, <br />3. NWWDA TM-10 EDGE SCREW HOLDING TEST 850 LBS. <br />4. NWWDA TM-10 FACE SCREW HOLDING TEST 650 LBS. <br />B. FIRE RATED WOOD DOORS: DOORS COMPLYING WITH NFPA 80 THAT ARE LISTED AND LABELED BY A TESTING AND <br />INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR FIRE RATINGS INDICATED, BASED ON TESTING <br />AT POSITIVE PRESSURE ACCORDING TO NFPA 252 (NEUTRAL PRESSURE AT 40 INCHES ABOVE SILL) OR UL 10C (NEUTRAL <br />PRESSURE TESTING ACCORDING TO UL 10B WHERE SPECIFIED). <br />C. SECURITY RATING FOR PARTICLE CORE DOORS: ASTM F 476, GRADE 40. <br />1.4 WARRANTY <br />A. SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE <br />DOORS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD. <br />1.5 DOOR CONSTRUCTION - GENERAL <br />A. WDMA LS.1-A PERFORMANCE GRADE: EXTRA HEAVY DUTY; AESTHETIC GRADE: PREMIUM. <br />B. PARTICLEBOARD CORE DOORS: <br />1. PARTICLEBOARD FOR LPDL DOORS: ANSI A208.1, GRADE M-2. <br />2. BLOCKING: AS REQUIRED TO MEET EXTRA HEAVY DUTY PERFORMANCE LEVEL. <br />C. FIRE RATED DOORS: PROVIDE CONSTRUCTION AND CORE SPECIFIED ABOVE AS NEEDED TO PROVIDE FIRE RATINGS <br />INDICATED. <br />1, CATEGORY A EDGE CONSTRUCTION: PROVIDE FIRE RATED DOOR EDGE CONSTRUCTION WITH INTUMESCENT SEALS <br />CONCEALED BY OUTER STILE (CATEGORY A). COMPLY WITH SPECIFIED REQUIREMENTS FOR EXPOSED EDGES. <br />2. CATEGORY B EDGE CONSTRUCTION: PROVIDE MINUTE FIRE RATED DOORS AS CATEGORY B, WITH SMOKE AND FIRE SEALS <br />(SUPPLIED BY SEAL MANUFACTURER) APPLIED TO FRAME, <br />3. PAIRS: PROVIDE FIRE RETARDANT STILES THAT ARE LISTED AND LABELED FOR APPLICATIONS INDICATED WITHOUT FORMED <br />STEEL EDGES AND ASTRAGALS. PROVIDE STILES WITH CONCEALED INTUMESCENT SEALS. COMPLY WITH SPECIFIED <br />REQUIREMENTS FOR EXPOSED EDGES. <br />a. WHERE REQUIRED OR SPECIFIED, PROVIDE FORMED STEEL EDGES AND ASTRAGALS WITH INTUMESCENT SEALS. FINISH <br />STEEL EDGES AND ASTRAGALS WITH BAKED ENAMEL. <br />1.6 LOW PRESSURE DECORATIVE LAMINATE (LPDL) FACED DOORS <br />A. PRODUCT: REFER TO FINISH SCHEDULE. <br />B. LOW PRESSURE DECORATIVE LAMINATE (LPDL) THERMAL FUSED FACES: <br />1. LOW PRESSURE DECORATIVE LAMINATES FACES THERMALLY FUSED TO CORES UNDER HEAT AND PRESSURE, COMPLYING <br />WITH LAMINATING MATERIALS ASSOCIATION'S PRODUCT STANDARD AND TYPICAL PHYSICAL PROPERTIES OF DECORATIVE <br />OVERLAYS, LIAA.2003. <br />2. FINISH: HIGHL!NE 7970K <br />C. EXPOSED EDGES: IMPACT RESISTANT POLYMER EDGING, MINIMUM .040" THICK, APPLIED TO ALL FOUR EDGES AFTER FACES, <br />D. POLYMER EDGING COLOR OR WOOD GRAIN PATTERN: MANUFACTURER'S STANDARD COLOR THAT MOST CLOSELY MATCHES <br />FACES. <br />E. PROVIDE DOORS WITH PILOT HOLES FACTORY DRILLED FOR VERTICAL EDGE HINGES AND LOCK SETS. <br />F. WHERE CONTINUOUS HINGES ARE SPECIFIED, PROVIDE COARSE THREAD PARTICLEBOARD SCREWS DESIGNED FOR USE IN <br />DENSE WOOD. <br />G. DOORS TO RECEIVE'W UNDERCUT OR AS REQUIRED BY CODE. <br />1.7 LIGHT FRAMES AND GLAZING <br />A. METAL FRAMES FOR LIGHT OPENINGS IN FIRE RATED DOORS OVER 20-MINUTE RATING: MANUFACTURER'S STANDARD FRAME <br />FORMED OF 0.048-INCH-THICK, COLD ROLLED STEEL SHEET; WITH BAKED ENAMEL OR POWDER COATED FINISH; AND APPROVED <br />FOR USE IN DOORS OF FIRE PROTECTION RATING INDICATED. <br />B. GLAZING: COMPLY WITH INSTALLATION REQUIREMENTS IN DIVISION 8 SECTION "GLAZING" D Q S 0 S NG" AN WITH THE FLUSH WOOD <br />DOOR MANUFACTURER'S WRITTEN INSTRUCTIONS. <br />1.8 FABRICATION <br />A. FACTORY FIT DOORS TO SUIT FRAME OPENING SIZES INDICATED. COMPLY WITH CLEARANCE REQUIREMENTS OF <br />REFERENCED QUALITY STANDARD FOR FITTING UNLESS OTHERWISE INDICATED. <br />1. COMPLY WITH REQUIREMENTS IN NFPA 80 FOR FIRE RATED DOORS, <br />B. FACTORY MACHINE DOORS FOR HARDWARE THAT IS NOT SURFACE APPLIED. COMPLY WITH FINAL HARDWARE SCHEDULES, <br />DOOR FRAME SHOP DRAWINGS, DHI A115-W SERIES STANDARDS, AND HARDWARE TEMPLATES. <br />1. COORDINATE WITH HARDWARE MORTISES IN METAL FRAMES TO VERIFY DIMENSIONS AND ALIGNMENT BEFORE FACTORY <br />MACHINING. <br />2. METAL ASTRAGALS: FACTORY MACHINE ASTRAGALS AND FORMED STEEL EDGES FOR HARDWARE FOR PAIRS OF FIRE RATED <br />DOORS. <br />C. OPENINGS: CUT AND TRIM OPENINGS THROUGH DOORS IN FACTORY. <br />1. LIGHT OPENINGS: TRIM OPENINGS WITH MOLDINGS OF MATERIAL AND PROFILE INDICATED. <br />2. GLAZING: COMPLY WITH APPLICABLE REQUIREMENTS IN DIVISION 08 SECTION "GLAZING." <br />3. LOUVERS: FACTORY INSTALL LOUVERS IN PREPARED OPENINGS. <br />D. ELECTRICAL RACEWAYS: PROVIDE FLUSH WOOD DOORS RECEIVING ELECTRIFIED HARDWARE WITH CONCEALED WIRING <br />HARNESS AND STANDARDIZED MOLEX11 PLUG CONNECTORS ON BOTH ENDS TO ACCOMMODATE UP TO TWELVE WIRES. <br />COORDINATE CONNECTORS ON END OF THE WIRING HARNESS TO PLUG DIRECTLY INTO THE ELECTRIFIED HARDWARE AND THE <br />THROUGH WIRE TRANSFER HARDWARE OR WIRING HARNESS SPECIFIED IN HARDWARE SETS IN DIVISION 08 "DOOR HARDWARE". <br />WIRE NUT CONNECTIONS ,ARF NOT ACCEPTABLE. <br />1,9 INSTALLATION <br />A. HARDWARE. FOR INSTAL LATION, SEE DIVISION 8 SECTION "DOOR HARDWARE." <br />B. INSTALLATION INSTRUCTIONS: INSTALL DOORS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND THE <br />REFERENCED QUALITY STANDARD, AND AS INDICATED. <br />C. FACTORY FITTED DOORS: ALIGN IN FRAMES FOR UNIFORM CLEARANCE AT EACH EDGE. <br />SECTION 083113 - ACCESS DOORS AND FRAMES <br />1.1 SUMMARY: ACCESS DOORS AND FRAMES FOR WALLS AND CEILINGS, <br />1.2 ACTION SUBMITTALS: REFER TO SECTION 013300 FOR REQUIRED SUBMITTALS. <br />1.3 MANUFACTURERS <br />A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENT, PROVOE PROD'Ji;TS BY ONE OF THE F"L', ,'`i OR <br />EQUAL: <br />1. JL INDUSTRIES INC. <br />2. LARSEN'S MANUFACTURING COMPANY <br />1.4 ACCESS DOORS AND FRAMES FOR WALLS AND CEILINGS <br />A. SOURCE LIMITATIONS: OBTAIN EACH TYPE OF ACCESS DOOR AND FRAME F1RC-!VI'S1NG1_c Si I RCE FR,C,1 SiNCLE <br />MANUFACTURER. <br />B. TYPE: FLUSH TYPE AT NON FIRE RATED CONSTRUCTION. STANDARD UL A?PROVE,^.. r RA",1ED TYPE AT FIRE RATED <br />CONSTRUCTION. KEY OPERATED. <br />1. ASSEMBLY DESCRIPTION: FABRICATE DOOR TO FIT FLUSH TO FRAME PROVIDE MANUFACTURER'S STANDA.RD41,10"H <br />EXPOSED FLANGE, PROPORTIONAL TO DOOR SIZE. <br />2. LOCATIONS: WALL AND CEILING. <br />3. DOOR SIZE: AS REQUIRED TO FIT APPLICATION, OR AS INDICATED. <br />4. METALLIC -COATED STEEL SHEET FOR DOOR: NOMINAL 0.064 INCH, 16 GAGE. <br />5. FRAME MATERIAL: SAME MATERIAL, THICKNESS, AND FINISH AS DOOR. <br />6. HINGES: MANUFACTURER'S STANDARD PIANO HINGE. <br />7. HARDWARE: CAM LATCH. <br />1.5 INSTALLATION <br />A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING ACCESS DOORS AND FRAMES. <br />B. INSTALL DOORS FLUSH WITH ADJACENT FINISH SURFACES OR RECESSED TO RECEIVE FINISH MATERIAL. <br />SECTION 084113 - ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS <br />1.1 SUMMARY <br />A. SECTION INCLUDES: <br />1. EXTERIOR AND INTERIOR STOREFRONT FRAMING, <br />2. EXTERIOR AND INTERIOR MANUAL -SAVING ENTRANCE DOORS AND DOOR -FRAME UNI S. <br />1.2 ACTION SUBMITTALS <br />A. REFER TO SECTION 013300 FOR REQUIRED SUBMITTALS. <br />B. PRODUCT DATA: FOR EACH TYPE OF PRODUCT, <br />C. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS, FULL-SIZE DETAILS, DOOR HARDWARE SCHEDULE, AND <br />ATTACHMENTS TO OTHER WORK. <br />1, SHOW CONNECTION TO AND CONTINUITY WITH ADJACENT THERMAL, WEATHER, AIR, AND VAPOR BARRIERS. <br />D. DELEGATED -DESIGN SUBMITTAL: FOR ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS INDICATED TO COMPLY W11 H <br />PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA, INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED <br />PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. <br />1.3 INFORMATIONAL SUBMITTALS: WARRANTY INFORMATION. <br />1.4 CLOSEOUT SUBMITTALS: MAINTENANCE DATA. <br />1.5 QUALITY ASSURANCE <br />A. INSTALLER QUALIFICATIONS: AN ENTITY THAT EMPLOYS INSTALLERS WHO ARE TRAINED AND APPROVED BY <br />MANUFACTURER. <br />B. TESTING AGENCY QUALIFICATIONS: QUALIFIED ACCORDING TO ASTivi E 699 OR TESTING INDICATED. <br />C. PRODUCT OPTIONS: INFORMATION ON DRAWINGS AND IN SPECIFICATIONS 173TASLiSI-!ES RE.Q liRE1,'ENTS FOR nE37H'L'C <br />EFFECTS AND PERFORMANCE CHARACTERISTICS OF ASSEMBLIES. AESTHETIC EFFECTS ARE INDICATED BY DITviEN3,C; iS. <br />ARRANGEMENTS, ALIGNMENT, AND PROFILES OF COMPONENTS AND ASSEiv`IBL!`_S S THE`; RELATE TO SI+.n�I-!TLIN�:S Ti? C;NE <br />ANOTHER, AND TO ADJOINING CONSTRUCTION. <br />1. DO NOT CHANGE INTENDED AESTHETIC EFFECTS. AS JUDGED SOLELY BY ARCHITECT. EXCEPT'd'J!Ti� ARCHITELT`S <br />APPROVAL. IF CHANGES ARE PROPOSED, SUBMIT COMIPREHENS;VE EXPLANA TORY C I TA TO AkCH! T EC: r FOP,, REV;E'.;V. <br />1.6 WARRANTY <br />A. SPECIAL WARRANTY: MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS C.+F ALU;'ANLIPf rF'4L%.SED <br />ENTRANCES AND STOREFRONTS THAT DO NOT COMPLY tIJITH REOUIREMEN'TS OR THAT II ;AI!_ !I,II i`.1,AT• EFiALS OR W'ORKNIANSHIP <br />WITHIN SPECIFIED WARRANTY PERIOD OF FIVE YEARS FROM DATE OF SUBSTANTIAL COMPLETION. <br />1.7 PERFORMANCE REQUIREMENTS <br />A. DELEGATED DESIGN: ENGAGE A QUALIFIED PROFESSIONAL ENGINEER, AS DEFINE^ !N SECTION 014000 "QUALi (Y <br />REQUIREMENTS," TO DESIGN ALUMINUM -FRAMED ENTRANCES, STOREFRONTS. SUN SHADES, AND Ub,HT SHELVES',) P/EET <br />ALL LOCAL STRUCTURAL DESIGN LOADS, <br />B. GENERAL PERFORMANCE: COMPLY WITH PERFORMANCE REQUIREMENT SPECIFIED, AS DETERMI. IED BY TES i NG OF <br />ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS REPRESENTING THOSE INDICATED FOR THIS PROJECT'A1ITHOIJT <br />FAILURE DUE TO DEFECTIVE MANUFACTURE, FABRICATION, INSTALLATION, OR OTHER DEFECTS IN CONSTRUCTION. <br />1, ALUMINUM -FRAMED ENTRANCES AND STOREFRONTS SHALL WITHSTAND MOVEMENTS OF SUPPORTING STRUCTURE <br />INCLUDING, BUT NOT LIMITED TO, STORY DRIFT, TWIST, COLUMN SHORTENING, LONG-TERM CREEP, AND DEFLECTION FROM <br />UNIFORMLY DISTRIBUTED AND CONCENTRATED LIVE LOADS, <br />2. FAILURE ALSO INCLUDES THE FOLLOWING: <br />a. THERMAL STRESSES TRANSFERRING TO BUILDING STRUCTURE. <br />b. GLASS BREAKAGE. <br />c. NOISE OR VIBRATION CREATED BY WIND AND THERMAL AND STRUCTURAL MOVEiAEN`^ <br />d. LOOSENING OR WEAKENING OF FASTENERS, ATTACHMENTS, AND OTHER. COMPONENTS. <br />e. FAILURE OF OPERATING UNITS. <br />C. STRUCTURAL LOADS: <br />1. WIND LOADS: DESIGN PRESSURES PER CHAPTERS 26 THROUGH 30 OF ASCE 7 OR SECTION 1609 OF THE INTERNATIONAL <br />BUILDING CODE, AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION, <br />D. DEFLECTION OF FRAMING MEMBERS: AT DESIGN WIND PRESSURE, AS FOLLOWS: <br />1. DEFLECTION NORMAL TO WALL PLANE: LIMITED TO EDGE OF GLASS IN A DIRECTIr,N PERPENDICULAR TO GLASS PLANE <br />NOT EXCEEDING 1/175 OF THE GLASS EDGE LENGTH FOR EACH INDIVIDUAL GLAZING LITE OR AN AMOUNT THAT RESTRICTS <br />EDGE DEFLECTION OF INDIVIDUAL GLAZING LITES TO 3/4 INCH, WHICHEVER IS LESS. <br />2. DEFLECTION PARALLEL TO GLAZING PLANE: LIMITED TO 1/360 OF CLEAR SPAN OR 1i8 INCH, WHICHEVER IS SMALLER. <br />3. CANTILEVER DEFLECTION: WHERE FRAMING MEMBERS OVERHANG AN ANCHOR POINT, AS FOLLOWS: <br />a. PERPENDICULAR TO PLANE OF WALL: NO GREATER THAN 1/240 OF CLEAR SPAN PLUS 1A INCH FOR SPANS GREATER THAN <br />11 FEET 8-1/4 INCHES OR 1/175 TIMES SPAN, FOR SPANS LESS THAN 11 FEET 8-114 INCHES. <br />4. ENGINEER STOREFRONT FRAME REINFORCEMENT AS REQUIRED TO MEET ALL DEFLECTION CRITERIA AND ATTA.CHNIENT <br />OF SYSTEM COMPONENTS. <br />E. STRUCTURAL: TEST ACCORDING TO ASTM E 330 AS FOLLOWS: <br />1. WHEN TESTED AT POSITIVE AND NEGATIVE WIND -LOAD DESIGN PRESSURES, ASSEMBLIES DO NOT EVIDENCE DEFLECTION <br />EXCEEDING SPECIFIED LIMITS. <br />2. WHEN TESTED AT 150 PERCENT OF POSITIVE AND NEGATIVE V`JIND-LOAD DESIGN PRESSURES, ASSEMBLIES, !hiCLUDING <br />ANCHORAGE, DO NOT EVIDENCE MATERIAL FAILURES, STRUCTURAL DISTRESS, OR PERMANi NT DEFO=I%AATION OF MAIN <br />FRAMING MEMBERS EXCEEDING 0.2 PERCENT OF SPAN. <br />3. TEST DURATIONS: AS REQUIRED BY DESIGN WIND VELOCITY, BUT NOT LET'S THAN 10 SECONDS. <br />F. AIR INFILTRATION: TEST ACCORDING TO ASTM E 283 FOR !NFILTRATiON A.S POLL'_ Vv3: <br />1. FIXED FRAMING AND GLASS AREA: MAXIMUM AIR LEAKAGE OF = 0.06 CFf,NSQ1. F-,. A' L.::TATI':-AIR-„ =:El tiURF <br />DIFFERENTIAL OF 6,24 LBF/SQ. FT. <br />2. ENTRANCE DOORS: SINGLE DOORS: MAXIMUM AIR LEAKAGE OF 0.5 CRIAISQ. FT. AT A STATIC -AIR: PRESSURE DIF-FC-RENTIAL <br />OF 1.57 LBF/SQ, FT. <br />G. WATER PENETRATION UNDER STATIC PRESSURE: TEST ACCORDIh�, i O AS fM F. 33, AS FOLLOWS. <br />1. NO EVIDENCE OF WATER PENETRATION THROUGH FIXED GLAZING AND FRAMING AREAS :rJHEAL TESTED ACCC?�,ING TOP, <br />MINIMUM STATIC -AIR -PRESSURE DIFFERENTIAL OF 10 PSF. <br />H. ENERGY PERFORMANCE: CERTIFY AND LABEL ENERGY PERFORMANCE ACCORDING TC. '•JFR(', AS FOLLOWS: <br />1, THERMAL TRANSMITTANCE (U-FACTOR): FIXED GLAZING AND FRAMING AREAS SHALL HAVE U FACTOR OF NOT MORE THAN <br />0.45 BTU/SQ. FT. X H X DEG F AS CERTIFIED TO NFRC 100. <br />2. CONDENSATION RESISTANCE: FIXED GLAZING AND FRAMING AREAS SHALL. HAVE AN NFRC-CERTIFIED CONDENS,",TIUN <br />RESISTANCE RATING OF NO LESS THAN 60 AS DETERMINED ACCORDING TO NFRC 500. <br />I. THERMAL MOVEMENTS: ALLOW FOR THERMAL POVEMENTS RESULTING FRONT AM:81:EiNT INC CUIRF ,CE TEI'A PERT;7URE <br />CHANGES: <br />1. TEMPERATURE CHANGE:120 DEG F, AMBIENT; 16C DEG F, iMAFERAL SURFACES. <br />J. W'INDBORNE-DEBRIS-IMPACT RESISTANCE PERFORMANCE: SHALL BE TESTED IN ACCORDANCE'WITH ASThv1 E 18F, <br />INFORMATION IN ASTM E 1996 AND TAS 201/203, <br />1. LARGE -MISSILE IMPACT: FOR ALUMINUM -FRAMED SYSTEMS LOCATED WITHIN 30 FEET OF GRADE. <br />1.8 MANUFACTURERS: <br />A. ACCEPTABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS <br />OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO THE FOLLO'VViNG: <br />1. BASIS OF DESIGN: AS SCHEDULED ON DRAWINGS, <br />2. SUBSTITUTION: REFER TO SECTION 012500 "SUBSTITUTION PROCEDURES". <br />1.9 FRAMING: I <br />A. EXTERIOR FRAMING MEMBERS FOR STOREFRONT AND PUNCHED WINDOW OPENING <br />1. SYSTEM AND FINISH: AS SCHEDULED ON DRAWINGS <br />2. MANUFACTURER'S EXTRUDED ALUMINUM FRAMING MEMBERS OF THICKNESS REQUIRED AND REINFORCED AS REQUIRED <br />TO SUPPORT IMPOSED LOADS. <br />3. FABRICATION METHOD: FACTORY FABRICATED AND SHIPPED KNOCKDOWN FOR INSTk LA710iN BY THE GLAZINC S:!B- <br />CONTRACTOR, <br />designStyles <br />a r c h I t e- 1-C. tu r =e- <br />T ;'> N2 - , s <br />.-,1 r-f-,; r i v <br />T 0 n-1 n- ,,- FT l,, , - ,.ems `J -, Z£) L. <br />:.. ,. <br />1 .... 5y f ^. j .'. q S , <br />All reproduction u intellectual properly <br />rights reserved 2017 <br />pro ect <br />N A <br />ry ". <br />4 <br />U)a , v, i E a <br />'` *""s* i <br />�, `py (jJ iyR4+ <br />4A A R 4 a <br />,. , <br />a i <br />ZEPHYR ILLS <br />5935 7th Street Zephyrhills, <br />Fl 33542 <br />Prepared for <br />DAVITA MEDICAL GROUP <br />In Association uwth: <br />HEES & ASSOCIATES. INC. <br />CONTACT: KARL HEES <br />:k1i AIr <br />H.T <br />SARASOTA FL 342:1$ <br />PHONE: 941.9517.4555 <br />GEINE:J?.ri' ENGINEER kRCIIJP, L LC <br />CONT!?C T : MiKeIE HANEv <br />PHON: 813.523.6455 <br />GENESIS ENGINEER GROUP, LLC <br />CONTACT: MIKE HANEY <br />1000 N. ASHLEY' .,900 <br />TAM?.A, FL <br />PHONE: 813;.5d13.F;455 <br />Z :: <br />Proiess'o11a1 N c %- ; <br />g� t' <br />} <br />li, i; ') <br />to i- I; . r <br />�f r. <br />K. <br />s ,,� , __ m <br />1,} r <br />11, <br />.-. <br />(. <br />n: <br />,k'': <br />r r <br />Andrew J. D0t . I I ; :'` i10/2018 <br />15805 11:22:42 AM <br />Pia. `evisior; Descri�ti��s- Date <br />i PERMIT ?,ND BID SET 12110/2048 <br />Drawn E/: '0iJ Chocred By: SRS <br />Project Number: 18 i 90 <br />Sheet Title <br />SPECIFICATION <br />Original drakng is 24 x 36 Do not <br />f -contents of drsYvir,o <br />S),Ppt N/ar^ be` <br />