HomeMy WebLinkAboutCPC-Pavilion_Permit Set_20220620_Sheet-G.102PERFORMANCE STANDARDS (Continued)2. DO NOT PAINT:a. CONTACT SURFACES OR HIGH STRENGTH BOLTED MEMBERS.b. STEEL SCHEDULED TO BE COVERED BY SPRAYED-ON FIREPROOFING, SCHEDULED TO BE CONCEALED, OR SCHEDULED TO BE IN CONTACT WITH CONCRETE.E. OTHER MATERIAL1. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE SUBCONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT.F. ERECTION1. SURVEYS:a. ESTABLISH PERMANENT BENCHMARKS NECESSARY FOR ACCURATE ERECTION OF STRUCTURAL STEEL.b. CHECK ELEVATIONS OF CONCRETE SURFACES AND LOCATIONS OF ANCHOR BOLTS AND SIMILAR ITEMS, BEFORE ERECTION PROCEEDS.2. TEMPORARY SHORING AND BRACING:a. PROVIDE TEMPORARY SHORING AND BRACING MEMBERS WITH CONNECTIONS OF SUFFICIENT STRENGTHS TO BEAR IMPOSED LOADS.b. PROVIDE TEMPORARY GUY LINES TO ACHIEVE PROPER ALIGNMENT OF THE STRUCTURE AS ERECTION PROCEEDS.c. REMOVE TEMPORARY CONNECTIONS AND MEMBERS WITH PERMANENT MEMBERS ARE IN PLACE AND FINAL CONNECTIONS ARE MADE.3. ANCHOR BOLTS:a. CONCRETE SUBCONTRACTOR INSTALL ANCHOR BOLTS AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO ADJACENT CONCRETE STRUCTURE.b. PROVIDE TEMPLATES AND OTHER DEVICES AS NEEDED FOR PRESETTING BOLTS AND OTHER ANCHORS TO ACCURATE LOCATIONS.4. SETTING BASES AND BEARING PLATES:a. CLEAN CONCRETE BEARING SURFACES FREE FROM BOND REDUCING MATERIALS AND THEN ROUGHEN TO IMPROVE BOND TO SURFACE.b. CLEAN THE BOTTOM SURFACE OF BASE AND BEARING PLATES.c. SET LOOSE AND ATTACHED BASE PLATES AND BEARING PLATES FOR STRUCTURAL MEMBERS IN WEDGES OR OTHER ADJUSTING DEVICES.d. TIGHTEN ANCHOR BOLTS AFTER SUPPORTED MEMBERS HAVE BEEN POSITIONED AND PLUMBED.e. DO NOT REMOVE WEDGES OR SHIMS BUT, IF PROTRUDING, CUT-OFF FLUSH WITH THE EDGE OF THE BASE OR BEARING PLATE PRIOR TOPACKING WITH GROUT.f. PACK GROUT SOLIDLY BETWEEN BEARING SURFACES AND BASES OR PLATES TO ASSURE THAT NO VOIDS REMAIN.g. FINISH EXPOSED SURFACES, PROTECT INSTALLED MATERIALS, AND ALLOW RECOMMENDATIONS AS APPROVED BY E.O.R AND THE DESIGN/BUILDER.5. FIELD ASSEMBLYa. SET STRUCTURAL FRAMES ACCURATELY TO THE LINES AND ELEVATIONS INDICATED.b. ALIGN AND ADJUST THE MEMBERS FORMING PART OF A COMPLETE FRAME OR STRUCTURE BEFORE FASTENING PERMANENTLY.c. CLEAN THE BEARING SURFACES AND OTHER SURFACES WHICH WILL BE IN PERMANENT CONTACT BEFORE ASSEMBLY.d. ADJUST AS REQUIRED TO COMPENSATE FOR DISCREPANCIES IN ELEVATION AND ALIGNMENT.e. LEVEL AND PLUMB INDIVIDUAL MEMBERS OF THE STRUCTURE WITHIN SPECIFIED AISC TOLERANCES.f. ESTABLISH REQUIRED LEVELING AND PLUMBING MEASUREMENTS ON THE MEAN OPERATING TEMPERATURE OF THE STRUCTURE, MAKING ALLOWANCES FOR THE DIFFERENCE BETWEEN TEMPERATURE AT TIME OF ERECTION AND THE MEAN TEMPERATURE AT WHICH THE STRUCTURE WILL BE WHEN COMPLETED AND IN SERVICE.g. COMPLY WITH AISC SPECIFICATIONS FOR BEARING, ADEQUACY OF TEMPORARY CONNECTIONS, ALIGNMENT, AND REMOVAL OF PAINT ON SURFACES ADJACENT TO WELDS.6. GAS CUTTING:a. DO NOT USE GAS CUTTING TORCHES FOR CORRECTING FABRICATING ERRORS IN STRUCTURAL FRAMING, EXCEPT ON SECONDARY MEMBERS WHERE ACCEPTABLE TO THE STRUCTURAL ENGINEER OF RECORD.b. WHEN GAS CUTTING IS PERMITTED, FINISH THE GAS CUT SECTION TO A SHEARED APPEARANCE ACCEPTABLE TO THE ARCHITECT.G. PAINTING1. SECURE ALL REQUIRED APPROVALS OF WELDING AND CONNECTIONS PRIOR TO APPLICATION OF FIELD PRIMER.2. NOTIFY THE ARCHITECT WHEN THE WORK OF THIS SECTION IS READY TO RECEIVE PRIMER.3. PRIME COAT STRUCTURAL STEEL AND FITTINGS, EXCEPT GALVANIZED ITEMS, WHICH WILL NOT BE ENCLOSED OR CONCEALED IN THE FINISHED WORK.a. PREPARE SURFACES BY REMOVING LOOSE RUST, LOOSE MILL SCALE, AND SPATTER, SLAG, AND FLUX DEPOSITS.b. CLEAN STEEL IN ACCORDANCE WITH STEEL STRUCTURES PAINTING COUNCIL SP-3, "POWER TOOL CLEANING."c. AFTER ERECTION, CLEAN SPOTS AND SURFACES WHERE PAINT HAS BEEN REMOVED, DAMAGED, OR BURNED-OFF, AND CLEAN FILED BOLTS AND OTHER FILED CONNECTIONS NOT CONCEALED IN THE FINISHED WORK.d. REMOVE DIRT, OIL AND GREASE. MUST BE INSTALLED CLEANEDAND READY TO PAINTe. APPLY A SPOT COAT OF THE APPROVED PRIMER.f. DO NOT APPLY PAINT TO WET, DAMP, OILY, OR IMPROPERLY PREPARED SURFACES.g. SPRAY APPLY THE PRIMER, FILLING JOINTS AND CORNERS, AND COVERING SURFACES WITH A SMOOTH UNBROKEN FILM OF AT LEAST 1.5 DRY MIL THICKNESS.6. METAL JOISTSA. QUALITY ASSURANCE1. IN ADDITION TO COMPLYING WITH PERTINENT REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, COMPLY WITH THE "STANDARD LOAD TABLES" AND PERTINENT STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE.B. MATERIALS1. PROVIDE STEEL JOISTS AND ACCESSORIES SYSTEM IN DIMENSIONS AND ARRANGEMENTS SHOWN ON THE DRAWINGS.C. FABRICATION1. FABRICATE THE STEEL JOISTS SYSTEM IN STRICT ACCORDANCE WITH THE APPROVED SHOP DRAWINGS AND THE REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, AND IN ACCORDANCE WITH THE FOLLOWING AS PERTINENT:a. VERIFY DIMENSIONS PRIOR TO FABRICATION.b. PROVIDE TOP AND BOTTOM JOIST CHORD EXTENSIONS WHERE INDICATED ON THE DRAWINGS OR OTHERWISE REQUIRED.c. WHERE WOOD NAILERS ARE REQUIRED:i. DRILL HOLES AT PROPER LOCATIONS IN TOPCHORDS.ii. WELD THREADED LUGS TO TOP CHORDS FOR ATTACHMENT OF THE NAILERS.iii. MAKE ALLOWANCE IN BOTTOM CHORDS TO COMPENSATE FOR REDUCTION IN CROSSSECTIONAL AREA OF TOP CHORDS.d. CAMBER JOISTS TO ACCOMMODATE DEAD LOAD DEFLECTION.D. OTHER MATERIALS1. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR, SUBJECT TO THE APPROVAL OF THE ARCHITECT.E. INSTALLATION1. COORDINATE AS REQUIRED WITH OTHER TRADES TO ASSUREPROPER AND ADEQUATE PROVISION IN THE WORK OF THOSE TRADES FOR INTERFACE WITH THE WORK OF THIS SECTION.2. INSTALL THE WORK OF THIS SECTION IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, THE APPROVED SHOP DRAWINGS,PERTINENT REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, AND THE MANUFACTURER RECOMMENDEDINSTALLATION PROCEDURES AS APPROVED BY THE ARCHITECT, ANCHORING ALL COMPONENTS FIRMLY INTO POSITION \FOR LONG LIFE UNDER HARD USE.3. JOISTS MUST BE INSTALLED CLEANED AND READY TO PAINT 7. METAL DECKINGA. QUALITY ASSURANCE1. WHEN THE MATERIALS OF THIS SECTION ARE USED AS PART OF ANASSEMBLY INDICATED ON THE DRAWINGS IN WHICH FIRE RESISTIVE CONSTRUCTION RATINGS ARE REQUIRED, DEMONSTRATE APPROVAL BY UNDERWRITER' LABORATORIES, INC. AND THE GOVERNMENTAL AGENCIES HAVING JURISDICTION. B. PRODUCT HANDLING1. COMPLY WITH PERTINENT PROVISIONS OF SECTION 01640.C. METAL DECK UNITS1. DESIGN THE UNITS IN ACCORDANCE WITH THE STEEL DECK INSTITUTE "DESIGN MANUAL FOR COMPOSITE DECKS, FORMED DECKS, AND ROOFDECKS," WITH APPROPRIATE STEEL FIBER STRESS LIMITATIONS AND APPROPRIATE MAXIMUM LIVE LOAD DEFLECTION LIMITATIONS.2. PROVIDE PATTERN AS SHOWN ON THE DRAWINGS, GALVANIZED IN ACCORDANCE WITH ASTM A446, GRADE A, AND ASTM A525, DESIGNATION G60.D. ACCESSORIES1. PROVIDE ACCESSORIES SPECIFICALLY DESIGNED TO BE USED WITH THE METAL DECK UNITS SUPPLIED TO THE WORK, AND AS NORMALTO THE USES SHOWN ON THE DRAWINGS.2. PROVIDE OTHER MATERIALS NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR, SUBJECT TO THE APPROVAL OF THE ARCHITECT.E. INSTALLATION1. PRIOR TO START OF INSTALLATION, VERIFY THAT BEAMS ARE IN PROPER ALIGNMENT AND THAT SURFACES ARE CLEAN FOR WELDING.2. PLACE EACH UNIT ON THE SUPPORTING STEEL FRAMEWORK, AND ADJUST TO FINAL POSITION PRIOR TO PERMANENT WELDING. ALIGNEACH UNIT AND FASTEN INTO FINAL LOCATION IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES AS APPROVED BY THE ARCHITECT.3. INSTALL ACCESSORY ITEMS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AS APPROVED BY THE ARCHITECT.4. FASTEN ROOF DECK UNITS TO STEEL SUPPORTING MEMBERS BY NOT LESS THAN " DIAMETER FUSION WELDS OR ELONGATED WELDS OFEQUAL STRENGTH, SPACED NOT MORE THAN 12" O.C. AT EVERY SUPPORT, AND AT CLOSER SPACING AND LARGER DIAMETER WHERE REQUIRED FOR LATERAL FORCE RESISTANCE (SEE STRUCTURAL NOTES). IN ADDITION, SECURE DECKS TO EACH SUPPORTING MEMBER IN RIBS WHERE SIDE LAPS OCCUR. COMPLY WITH AWS REQUIREMENTS ANDPROCEDURES FOR MANUAL SHIELDED METAL ARC WELDING, APPEARANCE AND QUALITY OF WELD, AND METHODS USED IN CORRECTING WELDINGWORK. USE WELDING WASHERS WHERE RECOMMENDED BY DECK MANUFACTURER. MECHANICALLY FASTEN SIDE LAPS OF ADJACENT DECKUNITS BETWEEN SUPPORTS, AT INTERVALS NOT EXCEEDING 36" O.C., USING SELF-TAPPING NO. 8 OR LARGER MACHINE SCREWS, OR AT A CLOSER SPACING AS REQUIRED FOR LATERAL FORCE RESISTANCE, SEE STRUCTURAL DRAWINGS. UPLIFT LOADING: INSTALL AND ANCHOR ROOFDECK UNITS TO RESIST GROSS UPLIFT LOADING OF 25 LBS. PER SQ. FT. AT EAVE OVERHANG AND 15 LBS. PER SQ. FT. FOR OTHER ROOF AREAS.5. METAL DECKING MUST BE INSTALLED CLEANED AND READY TO PAINTF. TOUCH-UP1. UPON COMPLETION OF INSTALLATION, AND A CONDITION OF ITS ACCEPTANCE, VISUALLY INSPECT EACH ITEM INSTALLED UNDERTHIS SECTION AND LOCATE SURFACES WHERE FINISH WAS DAMAGED.a. TOUCH-UP GALVANIZED SURFACES WITH ZINC RICH PRIMER OR OTHER GALVANIZED REPAIR PAINT APPROVED FOR THE PURPOSE BY THE ARCHITECT.b. TOUCH-UP DAMAGED SURFACES AS REQUIRED TO RETURN THE SURFACES TO CONDITION COMMENSURATE WITH THE SERVICE REQUIRED.8. COLD-FORMED METAL FRAMINGA. PRODUCT HANDLING1. PROTECTION:a. DELIVER THE MATERIALS TO THE JOB SITE AND STORE IN A SAFE AREA, OUT-OF-THE-WAY OF TRAFFIC, AND SHORED-UP OFF THE GROUND SURFACE.b. PROTECT METALS WITH ADEQUATE WATERPROOF OUTER WRAPPINGS.c. USE EXTREME CARE IN OFF-LOADING OF MATERIALS TO PREVENT DAMAGE.B. MATERIALS1. ALL STUDS AND/OR JOISTS AND ACCESSORIES SHALL BE MADE OF THE TYPE, SIZE, GAUGE AND SPACING SHOWN ON THE DRAWINGS, AND SHALL BE MANUFACTURED BY UNIMAST INCORPORATED, OR EQUAL WHEN APPROVED IN ADVANCE BY THE DESIGN/BUILDER.2. ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS," 2007 EDITION.3. ALL STRUCTURAL MEMBERS SHALL BE FORMED FROM CORROSION- RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM A446, WITH A MINIMUM YIELD STRENGTH OF 40 KSI (50 KSI) (33 KSI) FOR SJ STUDS AND GRADE A, 33 KSI, FORCR RUNNERS.4. ALL STRUCTURAL MEMBERS SHALL BE ZINC COATED MEETING ASTM A525.C. FABRICATION1. PRIOR TO FABRICATION OF FRAMING, THE CONTRACTOR SHALL SUBMIT FABRICATION AND ERECTION DRAWINGS TO THE ARCHITECT OR ENGINEER TO OBTAIN APPROVAL.2. PREFABRICATION PANELS SHALL BE SQUARE, WITH COMPONENTS ATTACHED IN A MANNER TO PREVENT RACKING AND TO MINIMIZE DISTORTION WHILE LIFTING AND TRANSPORTING.3. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR, AS REQUIRED,FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS.4. IN ALL DOUBLED JAMB STUDS AND DOUBLED HEADERS NOT ACCESSIBLE TO INSULATION CONTRACTORS, INSULATION EQUAL TO THAT OF SPECIFIED ELSEWHERE SHALL BE PROVIDED.5. ALL FRAMING COMPONENTS SHALL BE PLUMBED, ALIGNED AND LEVELED.6. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLINGSCREWS OR WELDING. SCREWS AND WELDS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED-UP WITH A ZINC-RICH PAINT.7. SPLICES IN FRAMING COMPONENTS, OTHER THAN RUNNER TRACK, SHALL NOT BE PERMITTED.8. ABUTTING LENGTHS OF RUNNER SHALL BE BUTTWELDED, SPLICED OR EACH LENGTH SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT. RUNNERS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS SHOWN ON THE DRAWINGS.9. TEMPORARY BRACING, WHERE REQUIRED, SHALL BE PROVIDED UNTIL ERECTION IS COMPLETE.D. INSTALLATION (NON-LOAD BEARING CURTAIN WALLS)1. STUDS SHALL BE SECURED TO CONTINUOUS RUNNER TRACKS UNLESS THE STUD END TERMINATES AT DEFLECTION TRACK.2. INSTALLATION OF CURTAIN WALL FRAMING SHALL ACCOMMODATE VERTICAL DISPLACEMENTS OF " OF THE PRIMARY FRAME. THIS SHALL INCLUDE SLIDE CLIPS AND DEFLECTION SLIP TRACKS AS SHOWN ON THE DRAWINGS.3. FRAMING OF WALL OPENINGS SHALL INCLUDE HEADERS AND JAMBS AS SHOWN ON THE DRAWINGS.E. INSTALLATION (AXIAL LOAD BEARING WALLS)1. AXIALLY LOADED STUDS SHALL BE INSTALLED SO THE ENDS ARE POSITIONED AGAINST THE INSIDE OF THE RUNNER TRACK WEB PRIORTO FASTENING AND SHALL BE ATTACHED TO BOTH FLANGES OF THE UPPER AND LOWER RUNNER TRACKS.2. COMPLETE, UNIFORM AND LEVEL BEARING SUPPORT SHALL BE PROVIDED FOR THE BOTTOM RUNNER.3. FRAMING OF WALL OPENINGS SHALL INCLUDE HEADERS AND SUPPORTING STUDS AS SHOWN ON THE DRAWINGS.4. RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL BE PROVIDED BY HORIZONTAL STRAP AND BLOCKING OR COLD-ROLLED CHANNEL BRACING AS SHOWN ON THE DRAWINGS.5. DIAGONALLY BRACED STUD WALLS, AS INDICATED ON THE DRAWINGS, SHALL BE PROVIDED AT LOCATIONS DESIGNATED AS "SHEAR WALLS" FOR FRAME STABILITY AND LATERAL LOAD RESISTANCE. ADDITIONAL STUDIES, WHEN NECESSARY, SHALL BE POSITIONED AS INDICATED ON THE DRAWINGS AND ADEQUATELY ATTACHED TO THE STRUCTURE TO RESIST THE VERTICAL COMPONENTS OF THE LOADS.F. INSTALLATION (JOISTS)1. UNIFORM AND LEVEL JOIST BEARING SHALL BE PROVIDED AT THE FOUNDATION WALLS BY MEANS OF SHIMS AND/OR NON-SETTING GROUT.2. JOISTS SHALL BE LOCATED DIRECTLY OVER BEARING STUDS, OR A LOAD DISTRIBUTION MEMBER SHALL BE PROVIDED AT THE TOP OF THE BEARING WALL.3. WEB STIFFENERS SHALL BE PROVIDED AT REACTION POINTS AND/OR ATPOINTS OF CONCENTRATED LOADS WHERE INDICATED ON THE DRAWINGS.4. JOIST BRIDGING SHALL BE PROVIDED UNDER PARALLEL PARTITIONS WHEN THE PARTITION LENGTH EXCEEDS ONE-HALF THE JOIST SPAN, AND AROUND ALL FLOOR AND ROOF OPENINGS, WHICH INTERRUPT ONE OR MORE SPANNING MEMBERS, UNLESS OTHERWISE NOTED.5. END BLOCKING SHALL BE PROVIDED WHERE JOIST ENDS ARE NOT OTHERWISE RESTRAINED FROM ROTATION.9.. METAL FABRICATIONSA. QUALITY ASSURANCE1. PERFORM SHOP AND/OR FIELD WELDING REQUIRED IN CONNECTIONWITH THE WORK OF THIS SECTION IN STRICT ACCORDANCE WITH PERTINENT RECOMMENDATIONS OF THE AMERICAN WELDING SOCIETY.B. PRODUCT HANDLING1. COMPLY WITH PERTINENT PROVISIONS OF SECTION 01640.C. MATERIALS1. IN FABRICATING ITEMS WHICH WILL BE EXPOSED TO VIEW, LIMIT MATERIALS TO THOSE WHICH ARE FREE FROM SURFACE BLEMISHES, PITTING, ROLLED TRADE NAMES, AND ROUGHNESS.2. COMPLY WITH FOLLOWING STANDARDS, AS PERTINENT:a. STEEL PLATES, SHAPES, AND BARS: ASTM A36b. STEEL PLATES TO BE BENT OR COLD-FORMED: ASTM A283, GRADE Cc. STEEL TUBING (HOT-FORMED, WELDED, OR SEAMLESS):ASTM A501d. STEEL BARS AND BAR SIZE SHAPES: ASTM A306, GRADE 65, OR ASTM A36e. COLD FINISHED STEEL BARS: ASTM A108f. COLD ROLLED CARBON STEEL SHEETS: ASTM A336g. GALVANIZED CARBON STEEL SHEETS: ASTM A526, WITH G90 ZINC COATING IN ACCORDANCE WITH ASTM 525h. STAINLESS STEEL SHEETS: AISI TYPE 302 OR 304, 24 GAUGE, WITH NO. 4 FINISHi. GRAY IRON CASTINGS: ASTM A48, CLASS 10j. MALLEABLE IRON CASTINGS: ASTM A47k. STEEL PIPE: ASTM A53, GRADE A, SCHEDULE 40, BLACK FINISH UNLESS OTHERWISE NOTEDl. CONCRETE INSERTS:i. THREADED OR WEDGE TYPE GALVANIZED FERROUS CASTINGS OF MALLEABLE IRON COMPLYING WITH ASTM A27ii. PROVIDE REQUIRED BOLTS, SHIMS, AND WASHERS, HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A153D. FASTENERS1. GENERAL:a. FOR EXTERIOR USE AND WHERE BUILT INTO EXTERIOR WALLS, PROVIDE ZINC COATED FASTENERS.b. PROVIDE FASTENERS OF TYPE, GRADE, AND CLASS REQUIRED FOR THE PARTICULAR USE.2. COMPLY WITH FOLLOWING STANDARDS AS PERTINENT:a. BOLTS AND NUTS: PROVIDE HEXAGON HEAD REGULAR TYPE COMPLYING WITH ASTM A307, GRADE A.b. LAG BOLTS: PROVIDE SQUARE HEAD TYPE COMPLYING WITH FED. SPEC. FF-B-561.c. MACHINE SCREWS: PROVIDE CADMIUM PLATED STEEL TYPE COMPLYING WITH FED. SPEC. FF-S-111.d. WASHERS:i. PLAIN WASHERS; COMPLY WITH FED. SPEC. FF-W-92, ROUND, CARBON STEEL.ii. LOCK WASHERS; COMPLY WITH FED. SPEC. FF-W-84, HELICAL SPRING TYPE CARBON STEEL.e. TOGGLE BOLTS: PROVIDE TYPE, CLASS, AND STYLE NEEDED, BUT COMPLYING WITH FED. SPEC. FF-S-588.f. ANCHORAGE DEVICES: PROVIDE EXPANSION SHIELD COMPLYING WITH FED. SPEC. FF-S-325.E. OTHER MATERIALS1. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE SUBCONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT.F. SHOP PAINT1. PRIMER: USE "RUSTOLEUM NO. 5769 PRIMER" OR EQUAL.2. FOR REPAIR OF GALVANIZING, USE A HIGH ZINC DUST CONTENT PAINT COMPLYING WITH MIL-P-21035.G. FABRICATION1. EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS OR APPROVED SHOP DRAWINGS, USE MATERIALS OF SIZE, THICKNESS, AND TYPE REQUIRED TO PRODUCE REASONABLE STRENGTH AND DURABILITY IN THE WORK OF THIS SECTION.2. FABRICATE WITH ACCURATE ANGLES AND SURFACES WHICH ARE TRUE TO THE REQUIRED LINES AND LEVELS, GRINDING EXPOSED WELDS SMOOTH AND FLUSH, FORMING EXPOSED CONNECTIONS WITH HAIRLINE JOINTS, AND USING CONCEALED FASTENERSWHEREVER POSSIBLE.3. PRIOR TO SHOP PAINTING OR PRIMING, PROPERLY CLEAN METAL SURFACES AS REQUIRED FOR THE APPLIED FINISH AND FOR THE PROPOSED USE OF THE ITEM.4. ON SURFACES INACCESSIBLE AFTER ASSEMBLY OR ERECTION, APPLY 2 COATS OF THE SPECIFIED PRIMER. CHANGE COLOR OF SECOND COAT TO DISTINGUISH IT FROM THE FIRST.H. COORDINATION1. COORDINATE AS REQUIRED WITH OTHER TRADES TO ASSURE PROPER AND ADEQUATE PROVISIONS IN THE WORK OF THOSE TRADES FOR INTERFACE WITH THE WORK OF THIS SECTION.I. INSTALLATION1. GENERALa. SET WORK ACCURATELY INTO POSITION, PLUMB, LEVEL, TRUE AND FREE FROM RACK.b. ANCHOR FIRMLY INTO POSITION.c. WHERE FIELD WELDING IS REQUIRED, COMPLY WITH AWS RECOMMENDED PROCEDURES OF MANUAL SHIELDED METAL ARC WELDING FOR APPEARANCE AND QUALITY OF WELD AND FOR METHODS TO BE USED IN CORRECTING WELDING WORK.d. GRIND EXPOSED WELDS SMOOTH AND TOUCH-UP SHOP PRIME COATS.e. DO NOT CUT, WELD, OR ABRADE SURFACES WHICH HAVE BEEN HOT DIP GALVANIZED AFTER FABRICATION AND WHICH ARE INTENDED FOR BOLTED OR SCREWED FIELD CONNECTIONS.f. FASTENERS MUST BE INSTALLED CLEANED AND READY TO PAINT2. IMMEDIATELY AFTER ERECTION, CLEAR THE FIELD WELDS, BOLTED CONNECTIONS, AND ABRADED AREAS OF SHOP PRIMING. PAINT THE EXPOSED AREAS WITH SAME MATERIAL USED FOR SHOP PRIMING.DIVISION 06 - 06 00 00 WOOD, PLASTICS AND COMPOSITESCOMPLY WITH ALL APPLICABLE INDUSTRY STANDARDS INCLUDING, BUT NOT LIMITEDTO, NFPA, APA, AWI AND ASSOCIATED SECTIONS OF ASTM.1. ROUGH CARPENTRY:A. CONTRACTOR TO FURNISH AND INSTALL ALL WOOD BLOCKING, ROUGH FRAMING, WOOD GROUNDS, NAILERS, FURRING, UNDERLAYMENT, BACKER BOARDS, AND OTHER WOOD REINFORCING WHERE INDICATED ON THE DRAWINGS OR WHERE REQUIRED FOR ADEQUATE SUPPORT OF NEW WORK.B. GRADES SHALL BE AS FOLLOWS:1. LUMBER SHALL BE S4S, S-DRY, UTILITY GRADE FOR PLATES, BACKING AND NAILERS. PROVIDE ALL HARDWARE AND ACCESSORIES AS REQUIRED.2. PROVIDE AWPA C2, AWPB LP-2 PRESERVATIVE TREATED WOOD FOR ALL ROOF NAILERS AND BLOCKING.3. PROVIDE APA GRADE B-C, INTERIOR, " THICK PLYWOOD BACKER BOARD FOR TELEPHONE EQUIPMENT. PROVIDE B-C GRADE EXTERIOR GLUE FOR ALL CABINET AND CASE WORK WITH DETAILS AS SHOWN IN DRAWINGS OR ON APPROVED SHOPDRAWINGS. USE FIRE RETARDANT TREATED PLYWOOD FORTELEPHONE/ELECTRICAL EQUIPMENT BACKER PANELS.2. ARCHITECTURAL WOODWORK AND CABINETRY:A. THIS CONTRACTOR TO FURNISH AND INSTALL ALL CUSTOM ARCHITECTURAL WOODWORK INCLUDING BUT NOT LIMITED TO:1. STANDING OR RUNNING TRIM2. WOOD CABINETS AND HARDWARE3. DOORS AND HARDWARE4. WOOD FRAMES5. SHELVING AND HARDWARE6. PLASTIC LAMINATE CASEWORKB. QUALITY AND WORKMANSHIP: ALL MATERIALS AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) CUSTOM GRADE FLUSH OVERLAY DESIGN. PROVIDE CONCEALED HINGES, BALL-BEARING SLIDES, PULLS AND ALL OTHERHARDWARE AND ACCESSORIES AS REQUIRED. REFER TO FINISH LEGEND SECTION OF THE SPECIFICATIONS FOR LAMINATE COLORS.C. MATERIALS AND FINISHES: MATERIALS AND FINISHES SHALL BE SPECIFIED ON THE DRAWINGS. SAMPLES SHALL BE SUBMITTED FOR APPROVAL AS SPECIFIED.D. SHOP DRAWINGS: CONSTRUCTION MANAGER SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL AS SPECIFIED.E. PROVIDE CUTOUTS FOR PLUMBING AND POWER/DATA DEVICES AS INDICATED ON DRAWINGS. CONSTRUCTION MANAGER TO COORDINATE VARIOUS TRADES.F. VERTICAL SURFACE LAMINATE SHALL BE GRADE 55. EDGES SHALL BE FINISHED WITH 1 MM PVC MATCHING LAMINATE COLOR, UNLESS NOTED OTHERWISE.G. COUNTERTOP, SHELVING AND STOOL LAMINATE SHALL BE GRADE 10. TOPS SHALL HAVE BACKSPLASHES, END SPLASHES AND EITHER SQUARE EDGE, SELF EDGE OR BULLNOSE PROFILED. EXPOSED EDGES SHALL BE COVERED WITH THE SAME LAMINATE AS THE TOP.3. FINISHED CARPENTRY:A. LUMBER SHALL BE KILN DRIED WITH A MOISTURE CONTENT OF 9% AND 12%.B. SOFTWOOD LUMBER SHALL BE AWI CUSTOM GRADE MEETING PS 20.C. HARDWOOD LUMBER SHALL BE AWI CUSTOM GRADE MEETING FS MMM-L-736.4. CASEWORK: ALL CASEWORK SHALL CONFORM TO AWI CUSTOM GRADE FLUSHOVERLAY DESIGN. PROVIDE CONCEALED HINGES, BALL-BEARING SLIDES, PULLSAND ALL OTHER HARDWARE AND ACCESSORIES AS REQUIRED. REFER TO THE FINISH LEGEND SECTION OF THE DRAWINGS FOR FINISH.A. VERTICAL SURFACE LAMINATE SHALL BE GRADE 55. EDGES SHALL BE FINISHED WITH ONE MM PVC MATCHING LAMINATE COLOR, UNLESS NOTEDOTHERWISE.B. COUNTERTOP, SHELVING AND STOOL LAMINATE SHALL BE GRADE 10. TOPS SHALL HAVE BACKSPLASHES, END SPLASHES AND EITHER SQUARE EDGE, SELF EDGE OR BULLNOSE PROFILE. EXPOSED EDGES SHALL BE COVERED WITH THE SAME LAMINATE TOP.DIVISION 07 - 07 00 00 THERMAL AND MOISTURE PROTECTION COMPLY WITH ALL APPLICABLE INDUSTRY STANDARDS INCLUDING,BUT NOT LIMITED TO, ASSOCIATED SECTIONS OF ASTM.1. BUILDING INSULATION: EXTERIOR WALL ASSEMBLIES SHALL HAVE A MINIMUM R-VALUE OF 19. ALL ROOF ASSEMBLIES SHALL HAVE A MINIMUM R-VALUE OF 20. 2. E.I.F.S: POLYMER MODIFIED (PM) SYSTEM SHALL BE REQUIRED OVER MANUFACTURED APPROVED RIGID INSULATION AND SUBSTRATE. RIGIDINSULATION SHALL BE 1 1/2" THICK MINIMUM. VERTICAL AND HORIZONTAL CONTROL JOINTS SHALL BE PLACED IN THE SURFACE OF THE E.I.F.S SYSTEM. CONTROL JOINTS SHOWN ON CONSTRUCTION DRAWINGS ARE FOR REFERENCE AS A MINIMUM AND SHALL BE PLACED ACCORDING TO MANUFACTURERS SPECIFICATIONS. HIGH IMPACT PM SYSTEM SHALL BE REQUIRED FROM GRADE TO 6' ABOVE GRADE WHERE EIFS IS WITHIN 6' OF GRADE.3. ASPHALT SHINGLES: ARCHITECTURAL; MINIMUM 25 YEAR, 250#/SQUARE, 80 MPH, SHALL BE REQUIRED.4. ASPHALT SHINGLE UNDERLAYMENT: ICE DAM PROTECTION MEMBRANE SHALL BE REQUIRED ADJACENT TO DRIP EDGES ON TOP OF ROOF SHEATHING AND IN ALL VALLEYS. 15# FELT, MIMIMUM, SHALL BE REQUIRED ON OTHER ROOF SURFACES UNDER SHINGLES.5. EPDM SINGLE PLY MEMBRANE ROOFING: PROVIDE AN INSTALLEDROOFING MEMBRANE AND BASE FLASHING SYSTEM THAT DOES NOT PERMIT THE PASSAGE OF WATER, AND WILL WITHSTAND THE DESIGN PRESSURES CALCULATED IN ACCORDANCE WITH THE MOST CURRENT REVISION OF ASCE 7. MINIMUM MEMBRANE THICKNESS, FULLY ADHERED 60 MIL.6. SHEET METAL FLASHING AND TRIM: INSTALL SHEET METAL FLASHING AND TRIM TO WITHSTAND WIND LOADS, STRUCTURAL MOVEMENT, THERMALLY INDUCED MOVEMENT, AND EXPOSURE TO WEATHER WITHOUT FAILING, RATTLING, LEAKING, AND FASTENER DISENGAGEMENT. MIMINUM WIND LOADS SHALL BE SPECIFIED IN THE STRUCTURAL DRAWINGS IN THE CONSTRUCTION DRAWING SET.7. JOINT SEALANT: SEALANT WITH COMPATIBLE BACKUP MATERIAL IN ALL JOINTS INDICATED AND AS OTHERWISE NECESSARY FOR FILLING VOIDS AND MAINTAINING WEATHERPROOF ENCLOSURE. PREPARE SURFACESAND INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS. VERIFY COMPATIBILITY OF SUBSTRATES AND ADJACENT MATERIALS USED PRIOR TO START OF INSTALLATION.8. CAULKING: RESPECTIVE SUBCONTRACTOR SHALL PLACE CAULK AT ALL LOCATIONS WHERE EXTERIOR OR INTERIOR MATERIALS INTERFACE WITHOUTA MECHANICAL OR SPECIFIC CONNECTION SYSTEM. CAULK SHALL ALSO BE PLACED PER DRAWING AND MANUFACTURER SPECIFICATIONS AT ALL LOCATIONS WHERE PENETRATIONS OR OPENINGS ARE REQUIRED TO BE SEALED OR ARE TO BE SEALED PER DESIGN REQUIREMENT.DIVISION 08 - 08 00 00 OPENINGSCOMPLY WITH ALL APPLICABLE INDUSTRY STANDARDS INCLUDING, BUT NOTLIMITED TO, AWI, FGMA, HMMA AND ASSOCIATED SECTIONS OF ASTM.1. DOOR TYPES: SEE THE HMMA GUIDE SPECIFICATIONS FOR COMPLETE DETAILS AND SPECIFICATIONS.2. STEEL DOORS AND FRAMES:A. DOORS: CONFORM TO SDI-100, GRADE II HEAVY DUTY, MODEL I, FULL FLUSH DESIGN. EXTERIOR DOORS SHALL HAVE POLYSTYRENE ORPOLYURETHANE CORE, R>=7. INTERIOR DOORS SHALL HAVE DRAFT-HONEYCOMB CORE EXCEPT AS NECESSARY TO CONFORM TO LABEL REQUIREMENTS. PROVIDE HARDWARE REINFORCEMENT, LOUVERS, GLAZING FRAMES AND OTHER ACCESSORIES AS INDICATED AND REQUIRED.B. HM FRAMES: CONFORM TO SDI-100 AND 14 GA. GALVANIZED MATERIAL. JOINTS SHALL BE MITERED, CONTINUOUSLY WELDED AND GROUND SMOOTH. PROVIDE CONCEALED HARDWARE REINFORCEMENT OF SHEET OR BAR STEEL OF SUFFICIENT SIZE TO RECEIVE FASTENING HARDWARE.3. WOOD DOORS: WOOD DOORS SHALL CONFORM TO AWI-1300, CUSTOM GRADE, FLUSH FACE, WITH PARTICLE CORE, OR PC-7. PROVIDE MULTI-PLY LAMINATED STILES BONDED TO THE CORE AND INTERNAL BLOCKING FOR LOCKSETS, CLOSERS AND EXIT DEVICES. ACCEPTABLE MANUFACTURERS ARE FENESTRA,BUELL, ALGOMA, EGGERS OR WAYERHAUSER. PROVIDE 5 YEAR WARRANTY.4. VISION PANELS: WHERE ALLOWED BY GOVERNING BUILDING CODES AND REQUESTED BY THE OWNER OR CHURCH, VISION PANELS SIZED AND CONSTRUCTED ACCORDING TO THE GOVERNING CODES WILL BE INSTALLED TELECOM EQUIPMENT ROOMS, OFFICE AND TELECOM EQUIPMENT ROOMS, STAIRWELLS, COMMUNICATING CORRIDORS, BREAK ROOMS, AND ANY OTHERFREQUENTLY USED DOORS.5. ALUMINUM STOREFRONT & SIDELITES: ALL PRODUCTS OF A SINGLE MANUFACTURER (EFCO, KAWNEER, TUBELITE OR APPROVED EQUAL), WITH KYNAR 500 COATING (COLOR AS SELECTED BY OWNER). CONFORM TOPERFORMANCE SPECIFICATIONS AS PUBLISHED BY THE MANUFACTURER FOR INDICATED PRODUCTS. PROVIDE ALL REQUIRED HARDWARE, FLASHING AND ACCESSORIES. INSTALL PLUMB, LEVEL AND TRUE TO LINE, IN ACCORDANCEWITH MANUFACTURER'S INSTRUCTIONS, SEAL CONCEALED JOINTS AND OPENING PERIMETERS TO PROVIDE WEATHERTIGHT ENCLOSURE. PROTECT FROM DAMAGE DURING AND AFTER INSTALLATION.A. FRAMING: EXTRUDED FRAMES FOR 1" GLAZING THICKNESS, FLUSH GLAZED. DESIGN SYSTEM MULLIONS TO RESIST A PRESSURE OF 25 PSF ACTING INWARD AND OUTWARD WITH A MAXIMUM DEFLECTION OF OF SPAN. PROVIDE NON-CORROSIVE STEEL REINFORCEMENT IN MEMBERS AS NECESSARY TO ACHIEVE DESIGN REQUIREMENTS. SUBMIT DESIGN DATA TO SUBSTANTIATE WIND LOAD DESIGN.B. WARRANT ENTIRE SYSTEM INCLUDING GLAZING, SETTING, ANCHORAGE, SEALING, STRUCTURAL ADEQUACY, PROPER OPERATION AND PERFORMANCE.6. GLASS AND GLAZINGPROVIDE GLASS AND GLAZING FOR DOORS, SIDELITES AND STOREFRONTS. USE SEALANTS WHICH ARE PROVEN COMPATIBLE WITH GLAZING, FRAME AND SETTING MATERIALS. SIZE GLASS TO WITHSTAND POSITIVE AND NEGATIVE LOADS NOT LESSTHAN 25 PSF PR ASTM E330 AND TO COMPLY WITH MANUFACTURER'S RECOMMENDATION. COLOR(S) SELECTED BY OWNER/ARCHITECT.A. CONFORM TO THE FOLLOWING:1. ASTM C1036 - "SPECIFICATIONS FOR FLAT GLASS" AND ASTM C1048 - "SPECIFICATIONS FOR HEAT TREATED FLAT GLASS" FOR FLAT GLASS MATERIALS. ALL VISION PANEL GLASS SHALL BE QUALITY Q3 SELECT GLAZING.2. FLAT GLASS MARKETING ASSOCIATION "GLAZING MANUAL" AND "GLAZING AND SEALING SYSTEMS MANUAL" FOR INSTALLATION METHODS.3. CONFORM TO REQUIREMENTS OF UL AND NFPA #80 FOR INSTALLATION OF GLASS IN FIRE RATED FRAMES.B. FLOAT GLASS: FULLY TEMPERED FLAT, CLASS 1, " THICK.C. TEMPERED GLASS: FULLY TEMPERED, " THICK. PROVIDE WHERE SAFETY GLAZING IS REQUIRED.D. TINTED GLASS: FULLY TEMPERED, " THICK, CONDITION A UNCOATED, TYPE 1, TRANSPARENT, FLAT, CLASS 3 TINTED, COLOR AS SELECTED BY OWNER.E. WIRE GLASS: TYPE II WIRED, CLASS 1 CLEAR, FORM 1 POLISHED Q8 GLAZING QUALITY, MESH M1 WELDED DIAMOND, " THICK.F. INSULATED GLASS UNITS: SIGMA #64-7-2 DOUBLE PANE WITH ELASTOMETRIC SECONDARY EDGE SEAL, OUTER PANE OF " TINTED GLASS, INNER PANE OF" CLEAR GLASS, TOTAL UNIT THICKNESS OF 1".G. BUTYL SEALANT: FS TT-S-1453, TYPE II, CLASS A, SINGLE COMPONENT, CHEMICAL SOLVENT CURING, CAPABLE OF WATER IMMERSION WITHOUT LOSS OFPROPERTIES, CURED SHORE A HARDNESS OF 15-25, COLOR AS SELECTED BY OWNER/ARCHITECT. FOR INTERIOR AND EXTERIOR APPLICATIONS.H. SILICONE SEALANT: FS TT-S-1453, TYPE II, CLASS A, SINGLE COMPONENT, CHEMICAL SOLVENT CURING, CAPABLE OF WATERIMMERSION WITHOUT LOSS OF PROPERTIES, CURED SHORE A HARDNESS OF 15-25, COLOR AS SELECTED BY OWNER/ARCHITECT. FOR INTERIOR AND EXTERIOR APPLICATIONS.I. SPACER SHIMS: NEOPRENE OR SILICONE; 50 SHORE A DUROMETER HARDNESS.J. GLAZING TAPE: PREFORMED BUTYL COMPOUND PRE-SHIMMED TYPE WITH INTEGRAL RESILIENT TUBE SPACING DEVICE; 10-15 SHORE A DUROMETER HARDNESS, COILED ON RELEASE PAPER.K. GLAZING SPLINES: RESILIENT POLYVINYL CHLORIDE EXTRUDED SHAPE TO SUIT GLAZING CHANNEL RETAINING SLOT.L. GLAZING CLIPS: MANUFACTURER'S STANDARD TYPE.7. FIRE RATED OPENINGS:A. FIRE-RATED OPENINGS: PROVIDE ALL REQUIRED HARDWARE FOR FIRE-RATED OPENINGS IN COMPLIANCE WITH NFPA STANDARD NO.80 AND LOCAL STATE BUILDING CODE REQUIREMENTS. PROVIDE ONLY HARDWARE WHICH HAS BEEN TESTED AND LISTED BY UL OR FM FOR TYPES AND SIZES OF DOORS REQUIRED AND COMPLIES WITH REQUIREMENTS OF DOOR AND DOOR LABELS.B. IN FIRE-RATED ASSEMBLIES THE FIRE RATING OF THE COMPLETE DOOR ASSEMBLIES WILL BE CONSISTENT WITH THE FIRE RATING OF THE ADJACENT WALL CONSTRUCTION.8. FINISH HARDWAREA. SCREW AND FASTENERS:1. FINISH ON ALL EXPOSED FASTENERS SHALL MATCH ITEM FASTENED.B. LOCKS:1. LOCKS SHALL BE CORROSION RESISTANT AND HAVE A MINIMUM THICKNESS OF 3/32".2. ALL LOCKSETS WITH BOLTS SHALL BE LISTED BY UL FOR "A."3. LOCKSETS TO BE USED ON EXTERIOR DOORS SHALL BE OF NON-FERROUS MATERIAL.4. LOCKSETS SHALL CONFORM TO FEDERAL SPECIFICATIONS, TYPE 86 & 87, AND BE CERTIFIED AS MEETING ANSI A158.2 GRADE 1 REQUIREMENTS.5. LOCKSETS ON DOOR OPENING INTO DC POWER OR ELECTRICAL ROOMS, STAIR OR ANY HAZARDOUS AREAS SHALL HAVE KNURLED LEVER HANDLES TO ALERT THE BLIND.6. ACCEPTABLE SERIES AND DESIGN FOR MORTISE LOCKS ARE AS FOLLOWS:a. SARGENT, YALE, CORBIN RUSSWIN7. ACCEPTABLE SERIES AND DESIGNS FOR CYLINDRICAL LOCKS ARE AS FOLLOWS:a. SARGENT, YALE, CORBIN RUSSWINC. HINGES:1. EXTERIOR DOOR HINGES SHALL BE NON-FERROUR METAL, HEAVY DUTY, BALLBEARING, 0.180 MIN. GAUGE WITH "NRP" NON-REMOVABLE PINS.2. INTERIOR DOORS HINGES SHALL BE STEEL, PLATED, 0.134 MIN. GAUGE FOR DOORS UP TO 3'-O" WIDE. FOR DOORS WIDER THAN 3'-0" PROVIDE 0.180 MIN. GAUGE. ALL HINGES, U.N.O., SHALL HAVE BALL BEARINGS.3. PROVIDE 1 PAIR OF HINGES FOR DOORS OVER 5'-0" TO 7'-0" HIGH AND 2 PAIR FOR DOORS OVER 7'-6" HIGH.4. PROVIDE 5" X 4" HINGES FOR DOORS OVER 3'-0" WIDE.5. ACCEPTABLE TYPES OF HINGES ARE AS FOLLOWS:a. BOMMERb. PIMKOc. McKINNEYD. ELECTROMAGNETIC HOLDERS:1. MAGNETIC HOLDERS SHALL BE UL LISTED. VOLTAGE: 24 VOLT AC; 120 VOLT AC. FINISH SHALL TO MATCH THOSE OF OTHER ITEMS. U.N.O. WALL HOLDERS SHALL BE USED. MAGNETIC HOLDERS SHALL BE COORDINATED AND INTER-PHASED WITH FIRE ALARM SYSTEM.E. CLOSER - MECHANICAL:1. PROVIDE DELAYED ACTION AND SPRING SIZING IN ACCORDANCE WITH ACCESSIBILITY STANDARDS.2. CLOSING OF THE DOOR SHALL BE CONTROLLED BY TWO VALVES, ONE TO CONTROL CLOSING SPEED AND THE OTHER TO CONTROL LATCHING SPEED. CLOSER SHALL BE SURFACE APPLIED, PROJECTION NOT OVER 2" AND CAPABLE OF BEING APPLIED ON 1" TP[ RAO; PR TOP JAMB.3. CLOSER SHALL BE CERTIFIED AS MEETING THE ANSI A156.4 GRADE 1 REQUIREMENTS, BE LISTED BY UL FOR ALL CLOSERS OF LABELED DOORS AND CARRY A 10-YEAR LIMITED WARRANTY.4. ALL CLOSER AT EXTERIOR DOORS SHALL HAVE CUSH-ARM STOP.5. ACCEPTABLE TYPES ARE AS FOLLOWS:a. SARGENTb. DORMA c. NORTON F. CLOSERS - ELECTRO-MECHANICAL:1. ELECTRO-MECHANICAL CLOSERS SHALL BE USED ON SWINGING TYPE FIRE AND SMOKE BARRIER DOORS REQUIRING AUTOMATIC CLOSING AND REMOTE SMOKE DETECTORS. CLOSERS SHALL HAVE SEPARATE CLOSING AND LATCHING SPEEDS.2. ALL ELECTRO-MECHANICAL CLOSER SHALL BE SURFACE APPLIED. INDEPENDENT DOOR RELEASE SHALL ALLOW DOOR TO BE MANUALLY RELEASED FROM HOLD-OPEN BY A PULL ON THE DOOR. FAIL-SAFE DESIGN RELEASES DOOR TO CLOSE SHOULD POWER FAIL OR IS INTERRUPTED. HOLDER COMPONENT SHALL BE AVAILABLE IN 24 VOLT AC AND 120 VOLT AC.3. VERIFY THAT VOLTAGE OF ELECTRO-MECHANICAL CLOSERS IS COMPATIBLE WITH DETECTOR SYSTEM SPECIFIED IN DIVISION 16.4. ACCEPTABLE TYPES ARE AS FOLLOWS:a. LCN b. SARGENTc. NORTON G. EXIT DEVICES1. EXIT DEVICES SHALL BE OF RIM AND VERTICAL ROD TYPE AND SHALL BE HORIZONTAL PUSHBAR TYPE REQUIRING " BAR MOVEMENT TO RETRACT THELATCH AND PROVIDE EXIT.2. BOTH RIM AND VERTICAL ROD EXIT DEVICES SHALL BE UL "ACCIDENT EQUIPMENTLIST - PANIC HARDWARE." RIM DEVICES SHALL BE LISTED FOR SINGLE WOOD & HOLLOW METAL FIRE DOORS WITH RATINGS OF UP TO 1" HOURS.3. THESE DEVICES SHALL MEET PERFORMANCE TEST REQUIREMENTS INACCORDANCE WITH ANSI STANDARDS A156.3 GRADE 1 EXIT DEVICES.4. ACCEPTED TYPES ARE AS FOLLOWS:a. SARGENTb. VON DUPRINc. CORBIN RUSSWINH. WEATHERSTRIPPING & THRESHOLDS:1. WEATHERSTRIPPING: UNLESS OTHERWISE SHOWN OR SPECIFIED, SHALL BE REPLACEABLE BUMPER TYPE CLOSED CALL SPONGE NEOPRENE INSERTS, AND EXTRUDED ALUMINUM RETAINER STRIPES, WITH NON-CORROSIVE FASTENERS AS RECOMMENDED BY MANUFACTURER.2. THRESHOLDS: UNLESS OTHERWISE SHOWN, SHALL BE OF CASE OR EXTRUDED ALUMINUM ALLOY 6063, HARDNESS T5 OR T6.I. PUSH PLATES, PULLS & PLATES1. PUSH PLATES: UNLESS OTHERWISE SPECIFIED , SHALL BE 16" HIGH AND 4" WIDE AND 16 GAUGE.2. PULLS: SHALL BE OF DESIGN AS SELECTED BY ARCHITECT/OWNER. THEY SHALL BE 8" CENTER TO CENTER AND LOCATED 5" FROM EDGE OF DOOR, EXCEPT WHERE STILE WIDTH DICTATES OTHERWISE.3. PULL PLATES: UNLESS OTHERWISE SPECIFIED, SHALL BE AS MENTIONED ABOVE FOR PUSH PLATES AND PULL AS A UNIT.4. KICKPLATES: UNLESS OTHERWISE NOTED, SHALL BE " THICK, CLEAR PLASTIC, 8" HIGH AND 2" LESS THAN DOOR WIDTH. PROVIDE 0.050 STAINLESS STEEL KICKPLATES WHERE SHOWN OR SCHEDULED.J. SILENCERS1. PROVIDE 3 SILENCERS PER SINGLE DOOR AND 2 SILENCERS PER PAIR OF DOORS. USE GJ64 FOR METAL FRAMES.K. DOOR STOPS1. FLOOR STOPS SHALL BE USED EXCEPT IN AREAS WHERE THEIR LOCATION WOULD IMPEDE TRAFFIC.2. WALL STOPS SHALL HAVE A CONCAVE GREY RUBBER BUMPER. ASPEN PROJECT #:SEAL:9645 Lincoln-Way Lane Suite 201 Frankfort, IL. 60423PRE-GP/PERMIT SETCOPYRIGHT ASPEN GROUP INC. USE OF THESE DOCUMENTS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. RE-USE, REPRODUCTION, OR PUBLICATION IN WHOLE OR IN PART IS PROHIBITED. READ DIMENSIONS. DO NOT SCALE DRAWINGS. REPORT ANY INCONSISTENCIES TO THE ARCHITECT IMMEDIATELY. EXPIRES:6/22/2022 3:51:14 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, ING.102PERFORMANCE STANDARDSREVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set