takoma park library · 2019-07-16 · takoma park library bid set architectural specifications a001...

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© DLR Group Issued / Revised 7/2/2019 10:14:29 PM C:\Revit\55-19111-00_TakomaPk-Library_AR_2018_rmihaly.rvt 55 - 19111 - 00 07/02/2019 TAKOMA PARK LIBRARY BID SET ARCHITECTURAL SPECIFICATIONS A001 416 CEDAR ST. NW WASHINGTON DC 20012 LOWER LEVEL RENOVATION 1 06/26/2019 PERMIT DOCUMENT 2 07/02/2019 BID SET 1.1 GENERAL A. SUBMITTALS 1. PRODUCT DATA: FOR ALL PRODUCTS. 2. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND ATTACHMENTS TO OTHER WORK. 3. DELEGATED-DESIGN SUBMITTAL: FOR ITEMS INDICATED, INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. B. PERFORMANCE AND DESIGN CRITERIA: WHERE PROFESSIONAL DESIGN SERVICES OR CERTIFICATIONS BY A DESIGN PROFESSIONAL ARE SPECIFICALLY REQUIRED OF CONTRACTOR BY THE CONTRACT DOCUMENTS, PROVIDE PRODUCTS AND SYSTEMS COMPLYING WITH SPECIFIC PERFORMANCE AND DESIGN CRITERIA INDICATED. C. FINISHES: 1. REFER TO FINISHES SCHEDULE DRAWING SHEET FOR MORE INFORMATION ON FINISHES INCLUDING BASIS-OF-DESIGN PRODUCTS, COLORS AND PATTERNS. D. ALTERNATE BIDS 1. DEFINITIONS A. ALTERNATE : AN AMOUNT PROPOSED BY BIDDERS AND STATED ON THE BID FORM FOR CERTAIN WORK DEFINED IN THE BIDDING REQUIREMENTS THAT MAY BE ADDED TO OR DEDUCTED FROM THE BASE BID AMOUNT IF OWNER DECIDES TO ACCEPT A CORRESPONDING CHANGE EITHER IN THE AMOUNT OF CONSTRUCTION TO BE COMPLETED OR IN THE PRODUCTS, MATERIALS, EQUIPMENT, SYSTEMS, OR INSTALLATION METHODS DESCRIBED IN THE CONTRACT DOCUMENTS. 1. THE COST OR CREDIT FOR EACH ALTERNATE IS THE NET ADDITION TO OR DEDUCTION FROM THE CONTRACT SUM TO INCORPORATE ALTERNATE INTO THE WORK. NO OTHER ADJUSTMENTS ARE MADE TO THE CONTRACT SUM. 2. INCLUDE AS PART OF EACH ALTERNATE, MISCELLANEOUS DEVICES, ACCESSORY OBJECTS, AND SIMILAR ITEMS INCIDENTAL TO OR REQUIRED FOR A COMPLETE INSTALLATION WHETHER OR NOT INDICATED AS PART OF ALTERNATE. INCLUDE COSTS OF RELATED COORDINATION, MODIFICATION, OR ADJUSTMENT 2. ACCEPTANCE OF ALTERNATE BIDS A. ALTERNATE BIDS QUOTED ON BID FORMS WILL BE REVIEWED AND ACCEPTED OR REJECTED AT OWNER’S OPTION. ACCEPTED ALTERNATE BIDS WILL BE IDENTIFIED IN THE OWNER-CONTRACTOR AGREEMENT. B.COORDINATE RELATED WORK AND MODIFY SURROUNDING WORK TO INTEGRATE THE WORK OF EACH ALTERNATE. 3. SCHEDULE OF ALTERNATE BIDS ALTERNATE NO. 1: BASE BID: RE - USE EXISTING PROJECTOR ALTERNATE: PROVIDE NEW CEILING MOUNTED PROJECTOR AND PROJECTOR MOUNT ALTERNATE NO. 2: BASE BID: USE EXISTING PROJECTOR SCREEN, RECESS IN CEILING. ALTERNATE: PROVIDE NEW RECESSED MOTORIZED PROJECTOR 110” DIAGONAL SCREEN WITH 16:9 ASPECT RATIO ALTERNATE NO. 3: BASE BID: USE EXISTING (8) BOOK SHELVES FROM EXISTING BOOK ROOM ALTERNATE: PROVIDE NEW AURORA LIBRARY SHELVING (3) L15CL36 AND (5) L15CT36. COLOR TBD. ALTERNATE NO. 4: BASE BID: USE EXISTING (2) STORAGE CABINET FROM EXISTING BOOK ROOM ALTERNATE: PROVIDE (2) NEW SANDUSKY LEE ELITE SERIES STORAGE CABINET (36”W X 18D X 72”H) COLOR TBD. ALTERNATE NO. 5: BASE BID: USE EXISTING (4) SHELVING FROM EXISTING BOOK ROOM ALTERNATE: PROVIDE NEW AURORA LIBRARY SHELVING (2) L15OL36 AND (2) L150T36. COLOR TBD. ALTERNATE NO. 6: BASE BID: USE EXISTING (1) FILING CABINET FROM EXISTING BOOK ROOM ALTERNATE: PROVIDE (1) NEW SANDUSKY LEE LATERAL FILE CABINET WITH FIVE DRAWERS & ALUMINUM HANDLES COLOR TBD. 1.2 SECTION 024119 - SELECTIVE DEMOLITION A. DEMOLITION SCOPE: REFER TO DEMOLITION DRAWINGS. B. ENGINEERING SURVEY: SUBMIT ENGINEERING SURVEY OF CONDITION OF BUILDING. C. REFRIGERANT RECOVERY TECHNICIAN QUALIFICATIONS: CERTIFIED BY AN EPA-APPROVED CERTIFICATION PROGRAM. D. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE BEGINNING SELECTIVE DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. E. STANDARDS: COMPLY WITH ASSE A10.6 AND NFPA 241. F. HAZARDOUS MATERIALS: IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK. RETAIN SUBPARAGRAPH BELOW TO COVER INSTANCES WHERE HAZARDOUS MATERIALS ARE UNEXPECTEDLY FOUND AND MUST BE REMEDIATED. SEE THE GENERAL CONDITIONS FOR ADDITIONAL REQUIREMENTS ON HAZARDOUS MATERIALS. 1. IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT. G. EXISTING SERVICES/SYSTEMS TO REMAIN: MAINTAIN SERVICES/SYSTEMS INDICATED TO REMAIN AND PROTECT THEM AGAINST DAMAGE. H. TEMPORARY PROTECTION: PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. I. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS. J. SITE ACCESS AND TEMPORARY CONTROLS: CONDUCT SELECTIVE DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. K. REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND DISPOSE OF THEM IN AN EPA-APPROVED CONSTRUCTION AND DEMOLITION WASTE LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. L. REMOVED AND REINSTALLED ITEMS: 1. CLEAN AND REPAIR ITEMS TO FUNCTIONAL CONDITION ADEQUATE FOR INTENDED REUSE. 2. PACK OR CRATE ITEMS AFTER CLEANING AND REPAIRING. IDENTIFY CONTENTS OF CONTAINERS. 3. PROTECT ITEMS FROM DAMAGE DURING TRANSPORT AND STORAGE. 4. REINSTALL ITEMS IN LOCATIONS INDICATED. COMPLY WITH INSTALLATION REQUIREMENTS FOR NEW MATERIALS AND EQUIPMENT. PROVIDE CONNECTIONS, SUPPORTS, AND MISCELLANEOUS MATERIALS NECESSARY TO MAKE ITEM FUNCTIONAL FOR USE INDICATED. M. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN PERMITTED BY ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION DURING SELECTIVE DEMOLITION AND CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS AFTER SELECTIVE DEMOLITION OPERATIONS ARE COMPLETE. N. REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND DISPOSE OF THEM IN AN EPA-APPROVED CONSTRUCTION AND DEMOLITION WASTE LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. O. BURNING: DO NOT BURN DEMOLISHED MATERIALS. P. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 1.3 SECTION 054000 - COLD-FORMED METAL FRAMING A. DELEGATED DESIGN: ENGAGE A QUALIFIED PROFESSIONAL ENGINEER TO DESIGN MISCELLANEOUS STEEL FRAMING AND SUPPORTS. B. PERFORMANCE REQUIREMENTS 1. STRUCTURAL PERFORMANCE: PROVIDE COLD-FORMED STEEL FRAMING CAPABLE OF WITHSTANDING DESIGN LOADS WITHIN LIMITS AND UNDER CONDITIONS INDICATED. 1. DESIGN LOADS: PER APPLICABLE CODES AND INDICATED DESIGN CRITERIA. 2. DESIGN FRAMING SYSTEM TO MAINTAIN CLEARANCES AT OPENINGS, TO ALLOW FOR CONSTRUCTION TOLERANCES, AND TO ACCOMMODATE LIVE LOAD DEFLECTION OF PRIMARY BUILDING STRUCTURE. 3. COLD-FORMED STEEL FRAMING STANDARDS: UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED, FRAMING SHALL COMPLY WITH AISI S100, AISI S200, AND THE FOLLOWING: 1. WALL STUDS: AISI S211. 2. HEADERS: AISI S212. 3. LATERAL DESIGN: AISI S213. C. STEEL SHEET: ASTM A 1003/A 1003M, STRUCTURAL GRADE, TYPE H, METALLIC COATED, OF GRADE AND COATING DESIGNATION AS FOLLOWS: 1. GRADE: AS REQUIRED BY STRUCTURAL PERFORMANCE. D. STEEL SHEET FOR VERTICAL DEFLECTION CLIPS: ASTM A 653/A 653M, STRUCTURAL STEEL, ZINC COATED, OF GRADE AND COATING AS FOLLOWS: 1. GRADE: AS REQUIRED BY STRUCTURAL PERFORMANCE. E. STEEL STUDS: MANUFACTURER'S STANDARD C-SHAPED STEEL STUDS, OF WEB DEPTHS INDICATED, PUNCHED, WITH STIFFENED FLANGES, AND AS FOLLOWS: STEEL-THICKNESS SEQUENCE IN "MINIMUM BASE-METAL THICKNESS" SUBPARAGRAPH BELOW CORRESPONDS TO COMMON THICKNESS DESIGNATORS 33, 43, 54, 68, AND 97 AND OBSOLETE 20-, 18-, 16-, 14-, AND 12-GAGE DESIGNATIONS. 1. MINIMUM BASE-METAL THICKNESS, FLANGE WIDTH AND SECTION PROPERTIES: AS DETERMINED BY THE CERTIFIED STUD ENGINEER AND REVIEWED BY THE STRUCTURAL ENGINEER. F. STEEL TRACK: MANUFACTURER'S STANDARD U-SHAPED STEEL TRACK, OF WEB DEPTHS INDICATED, UNPUNCHED, WITH UNSTIFFENED FLANGES, AND MATCHING MINIMUM BASE-METAL THICKNESS OF STEEL STUDS. RETAIN "VERTICAL DEFLECTION CLIPS," "SINGLE DEFLECTION TRACK," OR "DOUBLE DEFLECTION TRACKS" PARAGRAPH BELOW FOR COMPONENTS TO COPE WITH VERTICAL DEFLECTION OF THE PRIMARY STRUCTURE. IF MORE THAN ONE TYPE IS REQUIRED, INDICATE THE LOCATION OF EACH ON DRAWINGS OR BY INSERTS RETAIN "VERTICAL DEFLECTION CLIPS" PARAGRAPH BELOW IF REQUIRED; REVISE TO ADD DISPLACEMENT IF DEFLECTION OF PRIMARY STRUCTURE IS NOT INDICATED. G. VERTICAL DEFLECTION CLIPS: MANUFACTURER'S STANDARD BYPASS OR HEAD CLIPS, CAPABLE OF ACCOMMODATING UPWARD AND DOWNWARD VERTICAL DISPLACEMENT OF PRIMARY STRUCTURE THROUGH POSITIVE MECHANICAL ATTACHMENT TO STUD WEB. RETAIN "SINGLE DEFLECTION TRACK" PARAGRAPH BELOW IF REQUIRED. REVISE DESCRIPTION, AS APPLICABLE, IF LIMITING TYPES OF SINGLE-LEG TRACK. H. SINGLE DEFLECTION TRACK: MANUFACTURER'S SINGLE, DEEP-LEG, U-SHAPED STEEL TRACK; UNPUNCHED, WITH UNSTIFFENED FLANGES, OF WEB DEPTH TO CONTAIN STUDS WHILE ALLOWING FREE VERTICAL MOVEMENT, WITH FLANGES DESIGNED TO SUPPORT HORIZONTAL LOADS AND TRANSFER THEM TO THE PRIMARY STRUCTURE. I. FRAMING ACCESSORIES 1. FABRICATE STEEL-FRAMING ACCESSORIES FROM ASTM A 1003/A 1003M, STRUCTURAL GRADE, TYPE H, METALLIC COATED STEEL SHEET, OF SAME GRADE AND COATING DESIGNATION USED FOR FRAMING MEMBERS. 2. PROVIDE ACCESSORIES OF MANUFACTURER'S STANDARD THICKNESS AND CONFIGURATION, UNLESS OTHERWISE INDICATED. J. ANCHORS, CLIPS, AND FASTENERS 1. STEEL SHAPES AND CLIPS: ASTM A 36/A 36M, ZINC COATED BY HOT-DIP PROCESS ACCORDING TO ASTM A 123/A 123M. 2. EXPANSION ANCHORS: FABRICATED FROM CORROSION-RESISTANT MATERIALS, WITH ALLOWABLE LOAD OR STRENGTH DESIGN CAPACITIES CALCULATED ACCORDING TO ICC-ES AC193 AND ACI 318 GREATER THAN OR EQUAL TO THE DESIGN LOAD, AS DETERMINED BY TESTING PER ASTM E 488 CONDUCTED BY A QUALIFIED TESTING AGENCY. 3. MECHANICAL FASTENERS: ASTM C 1513, CORROSION-RESISTANT-COATED, SELF-DRILLING, SELF-TAPPING, STEEL DRILL SCREWS. 1. HEAD TYPE: LOW-PROFILE HEAD BENEATH SHEATHING; MANUFACTURER'S STANDARD ELSEWHERE. 4. WELDING ELECTRODES: COMPLY WITH AWS STANDARDS. K. MISCELLANEOUS MATERIALS 1. NONMETALLIC, NONSHRINK GROUT: FACTORY-PACKAGED, NONMETALLIC, NONCORROSIVE, NONSTAINING GROUT, COMPLYING WITH ASTM C 1107/C 1107M, AND WITH A FLUID CONSISTENCY AND 30-MINUTE WORKING TIME. 2. SHIMS: LOAD-BEARING, HIGH-DENSITY, MULTIMONOMER, NONLEACHING PLASTIC; OR COLD-FORMED STEEL OF SAME GRADE AND METALLIC COATING AS FRAMING MEMBERS SUPPORTED BY SHIMS. L. INSTALLATION 1. INSTALL COLD-FORMED STEEL FRAMING ACCORDING TO AISI S200, AISI S202, AND MANUFACTURER'S WRITTEN INSTRUCTIONS UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED. 2. INSTALL CONTINUOUS TOP AND BOTTOM TRACKS SIZED TO MATCH STUDS. ALIGN TRACKS ACCURATELY AND SECURELY ANCHOR AT CORNERS AND ENDS, AND AT SPACINGS AS SHOWN ON SHOP DRAWINGS. 3. INSTALL COLD-FORMED STEEL FRAMING AND ACCESSORIES PLUMB, SQUARE, AND TRUE TO LINE, AND WITH CONNECTIONS SECURELY FASTENED. 4. INSTALL FRAMING MEMBERS IN ONE-PIECE LENGTHS UNLESS SPLICE CONNECTIONS ARE INDICATED FOR TRACK OR TENSION MEMBERS. 5. INSTALL TEMPORARY BRACING AND SUPPORTS TO SECURE FRAMING AND SUPPORT LOADS EQUAL TO THOSE FOR WHICH STRUCTURE WAS DESIGNED. MAINTAIN BRACES AND SUPPORTS IN PLACE, UNDISTURBED, UNTIL ENTIRE INTEGRATED SUPPORTING STRUCTURE HAS BEEN COMPLETED AND PERMANENT CONNECTIONS TO FRAMING ARE SECURED. 6. INSTALL COLD-FORMED STEEL FRAMING LEVEL, PLUMB, AND TRUE TO LINE TO A MAXIMUM ALLOWABLE TOLERANCE VARIATION OF 1/8 INCH IN 10 FEET. 7. INSTALL MISCELLANEOUS FRAMING AND CONNECTIONS, INCLUDING STUD KICKERS, WEB STIFFENERS, CLIP ANGLES, CONTINUOUS ANGLES, ANCHORS, AND FASTENERS, TO PROVIDE A COMPLETE AND STABLE FRAMING SYSTEM. M. TESTING: OWNER HAS THE RIGHT TO ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO PERFORM FIELD TESTS AND INSPECTIONS AND PREPARE TEST REPORTS. COLD-FORMED STEEL FRAMING WILL BE CONSIDERED DEFECTIVE IF IT DOES NOT PASS TESTS AND INSPECTIONS. 1.4 SECTION 055000 - METAL FABRICATIONS A. SECTION INCLUDES: 1. STEEL FRAMING AND SUPPORTS FOR COUNTERTOPS. 2. MISCELLANEOUS STEEL FRAMING AND SUPPORTS. 3. METAL CORNER GUARDS. B. DELEGATED DESIGN: ENGAGE A QUALIFIED PROFESSIONAL ENGINEER TO DESIGN MISCELLANEOUS STEEL FRAMING AND SUPPORTS. C. METALS 1. METAL SURFACES, GENERAL: PROVIDE MATERIALS WITH SMOOTH, FLAT SURFACES UNLESS OTHERWISE INDICATED. FOR METAL FABRICATIONS EXPOSED TO VIEW IN THE COMPLETED WORK, PROVIDE MATERIALS WITHOUT SEAM MARKS, ROLLER MARKS, ROLLED TRADE NAMES, OR BLEMISHES. 2. STEEL PLATES, SHAPES, AND BARS: ASTM A36/A36M. 3. ALUMINUM: ALUMINUM CORNER GUARDS SHALL BE MANUFACTURED FROM 5005-H34 ALUMINUM. D. POST-INSTALLED ANCHORS FOR INTERIOR LOCATIONS: CARBON-STEEL COMPONENTS ZINC PLATED TO COMPLY WITH ASTM B633 OR ASTM F1941/F1941M, CLASS FE/ZN 5, UNLESS OTHERWISE INDICATED. E. SHRINKAGE-RESISTANT GROUT: FACTORY-PACKAGED, NONMETALLIC, NONSTAINING, NONCORROSIVE, NONGASEOUS GROUT COMPLYING WITH ASTM C1107/C1107M. PROVIDE GROUT SPECIFICALLY RECOMMENDED BY MANUFACTURER FOR INTERIOR AND EXTERIOR APPLICATIONS. F. SHOP PRIMER: AS INDICATED IN SECTION 099100 – PAINTING. G. MISCELLANEOUS FRAMING AND SUPPORTS: FABRICATE UNITS FROM STEEL SHAPES, PLATES, AND BARS OF WELDED CONSTRUCTION UNLESS OTHERWISE INDICATED. FABRICATE TO SIZES, SHAPES, AND PROFILES INDICATED AND AS NECESSARY TO RECEIVE ADJACENT CONSTRUCTION. H. CORNER GUARDS: EXTRUDED ALUMINUM. 0.080 INCH THICK, MINIMUM. 1. WING SIZE: 2 INCHES. 2. INSTALLATION: LOW VOC ADHESIVE. 3. FINISH: POWDER COATED. 4. COLOR: MATCH WALL COLOR, UNLESS INDICATED OTHERWISE. I. STEEL AND IRON FINISHES 1. SHOP PRIME IRON AND STEEL ITEMS NOT INDICATED TO BE GALVANIZED UNLESS THEY ARE TO BE EMBEDDED IN CONCRETE, SPRAYED-ON FIREPROOFING, OR MASONRY, OR UNLESS OTHERWISE INDICATED. 2. PREPARATION FOR SHOP PRIMING: PREPARE SURFACES TO COMPLY WITH SSPC-SP 6/NACE NO. 3, "COMMERCIAL BLAST CLEANING." J. FINISH METAL FABRICATIONS AFTER ASSEMBLY. K. CUTTING, FITTING, AND PLACEMENT: PERFORM CUTTING, DRILLING, AND FITTING REQUIRED FOR INSTALLING METAL FABRICATIONS. SET METAL FABRICATIONS ACCURATELY IN LOCATION, ALIGNMENT, AND ELEVATION; WITH EDGES AND SURFACES LEVEL, PLUMB, TRUE, AND FREE OF RACK; AND MEASURED FROM ESTABLISHED LINES AND LEVELS. L. FIT EXPOSED CONNECTIONS ACCURATELY TOGETHER TO FORM HAIRLINE JOINTS. WELD CONNECTIONS THAT ARE NOT TO BE LEFT AS EXPOSED JOINTS BUT CANNOT BE SHOP WELDED BECAUSE OF SHIPPING SIZE LIMITATIONS. DO NOT WELD, CUT, OR ABRADE SURFACES OF EXTERIOR UNITS THAT HAVE BEEN HOT-DIP GALVANIZED AFTER FABRICATION AND ARE FOR BOLTED OR SCREWED FIELD CONNECTIONS. M. FIELD WELDING: COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. USE MATERIALS AND METHODS THAT MINIMIZE DISTORTION AND DEVELOP STRENGTH AND CORROSION RESISTANCE OF BASE METALS. 2. OBTAIN FUSION WITHOUT UNDERCUT OR OVERLAP. 3. REMOVE WELDING FLUX IMMEDIATELY. 4. AT EXPOSED CONNECTIONS, FINISH EXPOSED WELDS AND SURFACES SMOOTH AND BLENDED SO NO ROUGHNESS SHOWS AFTER FINISHING AND CONTOUR OF WELDED SURFACE MATCHES THAT OF ADJACENT SURFACE. N. FASTENING TO IN-PLACE CONSTRUCTION: PROVIDE ANCHORAGE DEVICES AND FASTENERS WHERE METAL FABRICATIONS ARE REQUIRED TO BE FASTENED TO IN- PLACE CONSTRUCTION. PROVIDE THREADED FASTENERS FOR USE WITH CONCRETE AND MASONRY INSERTS, TOGGLE BOLTS, THROUGH BOLTS, LAG SCREWS, WOOD SCREWS, AND OTHER CONNECTORS. 1.5 SECTION 061053 – MISCELLANEOUS ROUGH CARPENTRY A. MAXIMUM MOISTURE CONTENT OF LUMBER: 19 PERCENT. B. WOOD-PRESERVATIVE-TREATED MATERIALS: 1. PRESERVATIVE TREATMENT: AWPA U1; USE CATEGORY UC2 EXCEPT USE CATEGORY UC3B FOR EXTERIOR CONSTRUCTION AND USE CATEGORY UC4A FOR ITEMS IN CONTACT WITH GROUND. 1. PRESERVATIVE CHEMICALS: CONTAINING NO ARSENIC OR CHROMIUM. 2. APPLICATION: ITEMS INDICATED AND THE FOLLOWING: 1. ITEMS IN CONTACT WITH ROOFING OR WATERPROOFING. 2. ITEMS IN CONTACT WITH CONCRETE OR MASONRY. 3. FRAMING LESS THAN 18 INCHES ABOVEGROUND IN CRAWLSPACES. 4. FLOOR PLATES INSTALLED OVER CONCRETE SLABS-ON-GRADE. C. FIRE-RETARDANT-TREATED MATERIALS: 1. EXTERIOR TYPE FOR EXTERIOR LOCATIONS AND WHERE INDICATED. 2. INTERIOR TYPE A, HIGH TEMPERATURE (HT) FOR ENCLOSED ROOF FRAMING AND WHERE INDICATED. 3. INTERIOR TYPE A UNLESS OTHERWISE INDICATED. 4. APPLICATION: ITEMS INDICATED AND THE FOLLOWING: 1. FRAMING FOR RAISED PLATFORMS. 2. CONCEALED BLOCKING. 3. ROOF FRAMING AND BLOCKING. 4. ITEMS IN CONTACT WITH ROOFING. 5. PLYWOOD BACKING PANELS. D. MISCELLANEOUS LUMBER: 1. DIMENSION LUMBER: CONSTRUCTION OR NO. 2 GRADE HEM-FIR (NORTH), HEM-FIR, NORTHERN SPECIES. 2. CONCEALED BOARDS: 19 PERCENT MAXIMUM MOISTURE CONTENT. 1. HEM-FIR, CONSTRUCTION OR NO. 2 COMMON. 2. NORTHERN SPECIES, NO. 2 COMMON. E. PLYWOOD BACKING PANELS: EXPOSURE 1, C-D PLUGGED. 1. COMPLIES WITH LOW-EMITTING MATERIALS REQUIREMENTS OF LEED FOR SCHOOLS. F. FASTENERS: HOT-DIP GALVANIZED STEEL WHERE EXPOSED TO WEATHER, IN GROUND CONTACT, IN CONTACT WITH TREATED WOOD, OR IN AREA OF HIGH RELATIVE HUMIDITY. 1.6 SECTION 064116 - CASEWORK A. QUALITY STANDARD: UNLESS OTHERWISE INDICATED, COMPLY WITH THE "ARCHITECTURAL WOODWORK STANDARDS" FOR GRADES OF CABINETS INDICATED FOR CONSTRUCTION, FINISHES, INSTALLATION, AND OTHER REQUIREMENTS. B. GRADE: CUSTOM. C. TYPE OF CONSTRUCTION: FRAMELESS. D. DOOR AND DRAWER-FRONT STYLE: FLUSH OVERLAY. E. LAMINATE CLADDING FOR EXPOSED SURFACES: RETAIN GRADE DESIGNATIONS FROM OPTIONS IN FIRST FOUR SUBPARAGRAPHS BELOW. GRADE HGS IS 1.2 MM (0.048 INCH) THICK, GRADES HGL AND HGP ARE 1.0 MM (0.039 INCH) THICK, AND GRADE VGS IS 0.7 MM (0.028 INCH) THICK. 1. HORIZONTAL SURFACES: GRADE HGS. 2. POSTFORMED SURFACES: GRADE HGP. 3. VERTICAL SURFACES: GRADE HGS OR GRADE VGS. RETAIN ONE EDGE CONSTRUCTION FROM "EDGES" SUBPARAGRAPH BELOW. COORDINATE WITH STANDARDS AND GRADE SELECTION. 4. EDGES: GRADE HGS OR GRADE VGS. F. MATERIALS FOR SEMIEXPOSED SURFACES: 1. SURFACES OTHER THAN DRAWER BODIES: HIGH-PRESSURE DECORATIVE LAMINATE, NEMA LD 3, GRADE VGS. RETAIN ONE EDGE CONSTRUCTION FROM "EDGES OF PLASTIC-LAMINATE SHELVES" SUBPARAGRAPH BELOW IF RETAINING HIGH-PRESSURE DECORATIVE LAMINATE IN "SURFACES OTHER THAN DRAWER BODIES" SUBPARAGRAPH ABOVE. 1. EDGES OF PLASTIC-LAMINATE SHELVES: PVC EDGE BANDING, 0.12 INCH THICK, MATCHING LAMINATE IN COLOR, PATTERN, AND FINISH. RETAIN "EDGES OF THERMOSET DECORATIVE PANEL SHELVES" SUBPARAGRAPH BELOW IF RETAINING THESE PANELS IN "SURFACES OTHER THAN DRAWER BODIES" SUBPARAGRAPH. RETAIN FIRST SUBPARAGRAPH BELOW IF REQUIRED TO PROVIDE BALANCED CONSTRUCTION. 2. FOR SEMIEXPOSED BACKS OF PANELS WITH EXPOSED PLASTIC-LAMINATE SURFACES, PROVIDE SURFACE OF HIGH-PRESSURE DECORATIVE LAMINATE, NEMA LD 3, GRADE VGS. 2. DRAWER SIDES AND BACKS: SOLID-HARDWOOD LUMBER. 3. DRAWER BOTTOMS: HARDWOOD PLYWOOD. G. CABINET HARDWARE: 1. HINGES: FRAMELESS, CONCEALED. 2. PULLS: BACK MOUNTED. 3. ADJUSTABLE SHELF SUPPORTS. 4. LOCKS: DOOR AND DRAWER. 5. EXPOSED HARDWARE FINISHES: SATIN STAINLESS STEEL, UNLESS INDICATED OTHERWISE. H. PLASTIC LAMINATE CLAD COUNTERTOPS 1. GRADE: CUSTOM 2. HIGH-PRESSURE DECORATIVE LAMINATE: NEMA LD 3, GRADE HGS. 3. COLORS, PATTERNS, AND FINISHES: AS INDICATED ON DRAWINGS. 4. EDGE TREATMENT: SAME AS LAMINATE CLADDING ON HORIZONTAL SURFACES, UNLESS INDICATED OTHERWISE. 5. CORE MATERIAL: PARTICLEBOARD MADE WITH EXTERIOR GLUE, MDF MADE WITH EXTERIOR GLUE OR EXTERIOR-GRADE PLYWOOD. 6. CORE THICKNESS: 3/4 INCH. I. SOLID SURFACE MATERIAL COUNTERTOPS 1. GRADE: CUSTOM. 2. FRONT: STRAIGHT, SLIGHTLY EASED EDGE. 3. BACKSPLASH AND END SPLASH: EASED EDGE. 4. COUNTERTOPS: 3/4-INCH- THICK, SOLID SURFACE MATERIAL WITH FRONT EDGE BUILT UP WITH SAME MATERIAL. J. MISCELLANEOUS MATERIALS 1. FURRING, BLOCKING, SHIMS, AND HANGING STRIPS: FIRE-RETARDANT-TREATED SOFTWOOD LUMBER, KILN-DRIED TO LESS THAN 15 PERCENT MOISTURE CONTENT. 2. ANCHORS: SELECT MATERIAL, TYPE, SIZE, AND FINISH REQUIRED FOR EACH SUBSTRATE FOR SECURE ANCHORAGE. PROVIDE METAL EXPANSION SLEEVES OR EXPANSION BOLTS FOR POST-INSTALLED ANCHORS. USE NONFERROUS-METAL OR HOT-DIP GALVANIZED ANCHORS AND INSERTS AT INSIDE FACE OF EXTERIOR WALLS AND AT FLOORS. K. INSTALL CABINETS TO COMPLY WITH QUALITY STANDARD GRADE OF ITEM TO BE INSTALLED. L. ANCHOR CABINETS TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY ATTACHED TO SUBSTRATES. SECURE WITH WAFER-HEAD CABINET INSTALLATION SCREWS. M. INSTALL CABINETS LEVEL, PLUMB, AND TRUE IN LINE TO A TOLERANCE OF 1/8 INCH IN 96 INCHESUSING CONCEALED SHIMS. N. INSTALL COUNTERTOPS LEVEL, PLUMB, TRUE, AND STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. INSTALL LEVEL AND PLUMB TO A TOLERANCE OF 1/8 INCH IN 96 INCHES. 1.7 SECTION 064800 - WOOD FRAMES A. QUALITY STANDARD: UNLESS OTHERWISE INDICATED, COMPLY WITH THE "ARCHITECTURAL WOODWORK STANDARDS" FOR GRADES OF FRAMES INDICATED FOR CONSTRUCTION, FINISHES, INSTALLATION, AND OTHER REQUIREMENTS. B. ENVIRONMENTAL LIMITATIONS FOR INTERIOR WORK: DO NOT DELIVER OR INSTALL INTERIOR WOOD FRAMES UNTIL BUILDING IS ENCLOSED, WET WORK IS COMPLETE, AND HVAC SYSTEM IS OPERATING AND MAINTAINING TEMPERATURE AND RELATIVE HUMIDITY AT OCCUPANCY LEVELS DURING THE REMAINDER OF THE CONSTRUCTION PERIOD. C. INTERIOR FRAMES AND JAMBS FOR OPAQUE FINISH 1. GRADE: CUSTOM 2. WOOD SPECIES: ANY COLDED GRAIN HARDWOOD. D. WOOD PRODUCTS: PROVIDE MATERIALS THAT COMPLY WITH REQUIREMENTS OF REFERENCED QUALITY STANDARD FOR EACH TYPE OF WOOD FRAME AND QUALITY GRADE SPECIFIED UNLESS OTHERWISE INDICATED. 1. WOOD MOISTURE CONTENT FOR INTERIOR MATERIALS: 4 TO 9 PERCENT. E. ANCHORS: SELECT MATERIAL, TYPE, SIZE, AND FINISH REQUIRED FOR EACH SUBSTRATE FOR SECURE ANCHORAGE. PROVIDE METAL EXPANSION SLEEVES OR EXPANSION BOLTS FOR POST-INSTALLED ANCHORS. USE NONFERROUS-METAL OR HOT-DIP GALVANIZED ANCHORS AND INSERTS AT INSIDE FACE OF EXTERIOR WALLS AND AT FLOORS. F. FABRICATE WOOD FRAMES TO DIMENSIONS, PROFILES, AND DETAILS INDICATED. EASE EDGES TO RADIUS INDICATED FOR THE FOLLOWING: 1. EDGES OF SOLID-WOOD (LUMBER) MEMBERS: 1/16 INCH UNLESS OTHERWISE INDICATED. G. WOOD FRAMES FINISH: SHOP PRIMED. VERIFY COMPATIBILITY OF SHOP PRIMER WITH SPECIFIED TOP COAT. H. INSTALLATION 1. GRADE: INSTALL WOOD FRAMES TO COMPLY WITH SAME GRADE AS ITEM TO BE INSTALLED. 2. INSTALL WOOD FRAMES LEVEL, PLUMB, TRUE, AND STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. INSTALL LEVEL AND PLUMB TO A TOLERANCE OF 1/8 INCH IN 96 INCHES (3 MM IN 2400 MM). 3. SCRIBE AND CUT WOOD FRAMES TO FIT ADJOINING WORK, REFINISH CUT SURFACES, AND REPAIR DAMAGED FINISH AT CUTS. 4. ANCHOR WOOD FRAMES TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY ATTACHED TO SUBSTRATES. SECURE WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING. USE FINE FINISHING NAILS OR FINISHING SCREWS FOR EXPOSED FASTENING, COUNTERSUNK AND FILLED FLUSH WITH WOODWORK. 1.8 SECTION 079200 - JOINT SEALANTS A. COMPATIBILITY: PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY JOINT-SEALANT MANUFACTURER, BASED ON TESTING AND FIELD EXPERIENCE. B. VOC CONTENT: SEALANTS AND SEALANT PRIMERS SHALL COMPLY WITH THE FOLLOWING: 1. ARCHITECTURAL SEALANTS SHALL HAVE A VOC CONTENT OF 250 G/L OR LESS. 2. SEALANTS AND SEALANT PRIMERS FOR NONPOROUS SUBSTRATES SHALL HAVE A VOC CONTENT OF 250 G/L OR LESS. 3. SEALANTS AND SEALANT PRIMERS FOR POROUS SUBSTRATES SHALL HAVE A VOC CONTENT OF 775 G/L OR LESS. C. COLORS OF EXPOSED JOINT SEALANTS: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. D. NONSTAINING JOINT SEALANTS: NO STAINING OF SUBSTRATES WHEN TESTED ACCORDING TO ASTM C 1248. 1. SILICONE, NONSTAINING, S, NS, 50, NT: NONSTAINING, SINGLE-COMPONENT, NONSAG, PLUS 50 PERCENT AND MINUS 50 PERCENT MOVEMENT CAPABILITY, NONTRAFFIC-USE, NEUTRAL-CURING SILICONE JOINT SEALANT; ASTM C 920, TYPE S, GRADE NS, CLASS 50, USE NT. E. URETHANE, S, NS, 25, NT: SINGLE-COMPONENT, NONSAG, NONTRAFFIC-USE, PLUS 25 PERCENT AND MINUS 25 PERCENT MOVEMENT CAPABILITY, URETHANE JOINT SEALANT; ASTM C 920, TYPE S, GRADE NS, CLASS 25, USE NT. F. URETHANE, S, P, 25, T, NT: SINGLE-COMPONENT, POURABLE, PLUS 25 PERCENT AND MINUS 25 PERCENT MOVEMENT CAPABILITY, TRAFFIC- AND NONTRAFFIC-USE, URETHANE JOINT SEALANT; ASTM C 920, TYPE S, GRADE P, CLASS 25, USES T AND NT. G. MILDEW-RESISTANT JOINT SEALANTS: FORMULATED FOR PROLONGED EXPOSURE TO HUMIDITY WITH FUNGICIDE TO PREVENT MOLD AND MILDEW GROWTH. 1. SILICONE, MILDEW RESISTANT, ACID CURING, S, NS, 25, NT: MILDEW-RESISTANT, SINGLE-COMPONENT, NONSAG, PLUS 25 PERCENT AND MINUS 25 PERCENT MOVEMENT CAPABILITY, NONTRAFFIC-USE, ACID-CURING SILICONE JOINT SEALANT; ASTM C 920, TYPE S, GRADE NS, CLASS 25, USE NT. H. ACRYLIC LATEX: ACRYLIC LATEX OR SILICONIZED ACRYLIC LATEX, ASTM C 834, TYPE OP, GRADE NF. I. CYLINDRICAL SEALANT BACKINGS: ASTM C 1330, TYPE C (CLOSED-CELL MATERIAL WITH A SURFACE SKIN), TYPE O (OPEN-CELL MATERIAL), TYPE B (BICELLULAR MATERIAL WITH A SURFACE SKIN) OR ANY OF THE PRECEDING TYPES, AS APPROVED IN WRITING BY JOINT-SEALANT MANUFACTURER FOR JOINT APPLICATION INDICATED, AND OF SIZE AND DENSITY TO CONTROL SEALANT DEPTH AND OTHERWISE CONTRIBUTE TO PRODUCING OPTIMUM SEALANT PERFORMANCE. J. PRIMER: MATERIAL RECOMMENDED BY JOINT-SEALANT MANUFACTURER WHERE REQUIRED FOR ADHESION OF SEALANT TO JOINT SUBSTRATES INDICATED, AS DETERMINED FROM PRECONSTRUCTION JOINT-SEALANT-SUBSTRATE TESTS AND FIELD TESTS. K. CLEANERS FOR NONPOROUS SURFACES: CHEMICAL CLEANERS ACCEPTABLE TO MANUFACTURERS OF SEALANTS AND SEALANT BACKING MATERIALS. L. MASKING TAPE: NONSTAINING, NONABSORBENT MATERIAL COMPATIBLE WITH JOINT SEALANTS AND SURFACES ADJACENT TO JOINTS. M. INSTALLATION: COMPLY WITH ASTM C 1193 AND JOINT-SEALANT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR PRODUCTS AND APPLICATIONS INDICATED, UNLESS MORE STRINGENT REQUIREMENTS APPLY. 1.9 SECTION 081113 - HOLLOW METAL DOORS AND FRAMES A. PERFORMANCE REQUIREMENTS FOR EXTERIOR DOORS: 1. DOOR ASSEMBLY OPERABLE U-FACTOR AND R-VALUE RATINGS: U-FACTOR 0.29, R-VALUE 3.4, INCLUDING INSULATED DOOR, THERMAL-BREAK FRAME AND THRESHOLD. (ASTM C1363/NFRC 102-2014) 2. AIR INFILTRATION (NFRC 400-2014/ASTM E283): RATE OF LEAKAGE OF THE DOOR ASSEMBLY SHALL NOT EXCEED 0.25 CFM PER SQUARE FOOT OF STATIC DIFFERENTIAL AIR PRESSURE OF 1.567 PSF (EQUIVALENT TO 25 MPH WIND VELOCITY). 3. FACTORY-BUILT FENESTRATION & DOORS SHALL BE LABELED AS MEETING AIR-LEAKAGE REQUIREMENTS (ASHRAE 90.1). 4. VERTICAL FENESTRATION SHGC VALUE = SHGC-0.4 (ASHRAE 90.1) 5. FENESTRATION PRODUCTS SHALL BE RATED IN ACCORDANCE WITH NFRC (ASHRAE 90.1). 6. FENESTRATION PRODUCTS SHALL BE CERTIFIED AS TO THE PERFORMANCE LABELS OR CERTIFICATES (ASHRAE 90.1). 7. ALL SOURCES OF AIR LEAKAGE IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHER STRIPPED TO MINIMIZE AIR LEAKAGE (ASHRAE 90.1). B. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE STEEL DOORS AND FRAMES FROM A SDI CERTIFIED MANUFACTURER: 1. CECO DOOR PRODUCTS (CE). 2. CURRIES COMPANY (CU). 3. STEELCRAFT (ST). C. BASIS-OF-DESIGN: 1. CURRIES COMPANY (CU) - POLYSTYRENE CORE - 707 SERIES. 2. CURRIES COMPANY (CU) - ENERGY EFFICIENT - 797 MERCURY SERIES (EXTERIOR DOORS). D. EXTERIOR STANDARD STEEL DOORS AND FRAMES: 1. EXTRA-HEAVY-DUTY DOORS AND FRAMES; ANSI/SDI A250.8, LEVEL 3; ANSI/SDI A250.4, LEVEL A. 1. DOORS: 1) TYPE: AS INDICATED IN THE DOOR AND FRAME SCHEDULE. 2) THICKNESS: 1-3/4 INCHES. 3) FACE: METALLIC-COATED STEEL SHEET, MINIMUM THICKNESS OF 0.053 INCH, WITH MINIMUM A60 COATING. 4) EDGE CONSTRUCTION: MATCH EXISTING (SEE DOOR SCHEDULE) 5) TOP EDGE CLOSURES: CLOSE TOP EDGES OF DOORS WITH FLUSH CLOSURES OF SAME MATERIAL AS FACE SHEETS. SEAL JOINTS AGAINST WATER PENETRATION. 6) BOTTOM EDGES: CLOSE BOTTOM EDGES OF DOORS WHERE REQUIRED FOR ATTACHMENT OF WEATHER STRIPPING WITH END CLOSURES OR CHANNELS OF SAME MATERIAL AS FACE SHEETS. PROVIDE WEEP-HOLE OPENINGS IN BOTTOMS OF EXTERIOR DOORS TO PERMIT MOISTURE TO ESCAPE. 7) CORE: FOAMED IN PLACE POLYURETHANE AND STEEL REINFORCED CORE WITH NO STIFFENER FACE WELDS. 2. FRAMES: 1) THERMAL BREAK FRAMES: SUBJECT TO THE SAME COMPLIANCE STANDARDS AND REQUIREMENTS AS STANDARD HOLLOW METAL FRAMES. TESTED FOR THERMAL PERFORMANCE IN ACCORDANCE WITH NFRC 102, AND RESISTANCE TO AIR INFILTRATION IN ACCORDANCE WITH NFRC 400. WHERE INDICATED PROVIDE THERMALLY BROKEN FRAME PROFILES AVAILABLE FOR USE IN BOTH MASONRY AND DRYWALL CONSTRUCTION. FABRICATE WITH 1/16” POSITIVE THERMAL BREAK AND INTEGRAL VINYL WEATHERSTRIPPING. 2) MATERIALS: METALLIC-COATED STEEL SHEET, MINIMUM THICKNESS OF 0.067 INCH, WITH MINIMUM A60 COATING. 3) MANUFACTURERS BASIS OF DESIGN: A) CURRIES COMPANY (CU) - THERMAL BREAK TQ SERIES. E. INTERIOR STANDARD STEEL DOORS AND FRAMES 1. HEAVY-DUTY DOORS AND FRAMES: ANSI/SDI A250.8, LEVEL 2; ANSI/SDI A250.4, LEVEL B. 1. DOORS: 1) TYPE: AS INDICATED IN THE DOOR AND FRAME SCHEDULE. 2) THICKNESS: 1-3/4 INCHES (44.5 MM). 3) FACE: UNCOATED STEEL SHEET, MINIMUM THICKNESS OF 0.042 INCH (1.0 MM). 4) EDGE CONSTRUCTION: MODEL 2, SEAMLESS. 5) CORE: MANUFACTURER'S STANDARD. 6) FIRE-RATED CORE: MANUFACTURER'S STANDARD VERTICAL STEEL STIFFENER OR LAMINATED MINERAL BOARD CORE FOR FIRE-RATEDDOORS. 2. FRAMES: 1) FACE WELDED; STEEL SHEET, MINIMUM THICKNESS OF 0.053INCH. 2) MANUFACTURERS BASIS OF DESIGN: A) CURRIES COMPANY (CU) - M SERIES. 3. EXPOSED FINISH: PRIME. 4. FIRE RATED FRAMES: FABRICATE FRAMES IN ACCORDANCE WITH NFPA 80, LISTED AND LABELED BY A QUALIFIED TESTING AGENCY, FOR FIRE- PROTECTION RATINGS INDICATED. F. FRAME ANCHORS 1. JAMB ANCHORS: 1. MASONRY TYPE: ADJUSTABLE STRAP-AND-STIRRUP OR T-SHAPED ANCHORS TO SUIT FRAME SIZE, FORMED FROM A60 METALLIC COATED MATERIAL, NOT LESS THAN 0.042 INCH THICK, WITH CORRUGATED OR PERFORATED STRAPS NOT LESS THAN 2 INCHES WIDE BY 10 INCHES LONG; OR WIRE ANCHORS NOT LESS THAN 0.177 INCH THICK. 2. STUD WALL TYPE: DESIGNED TO ENGAGE STUD AND NOT LESS THAN 0.042 INCH THICK. 2. FLOOR ANCHORS: FLOOR ANCHORS TO BE PROVIDED AT EACH JAMB, FORMED FROM A60 METALLIC COATED MATERIAL, NOT LESS THAN 0.042 INCHES THICK. 3. MORTAR GUARDS: FORMED FROM SAME MATERIAL AS FRAMES, NOT LESS THAN 0.016 INCHES THICK. G. MATERIALS 1. COLD-ROLLED STEEL SHEET: ASTM A1008/A1008M, COMMERCIAL STEEL (CS), TYPE B; SUITABLE FOR EXPOSED APPLICATIONS. 2. METALLIC-COATED STEEL SHEET: ASTM A653/A653M, COMMERCIAL STEEL (CS), TYPE B. 3. INSERTS, BOLTS, AND FASTENERS: HOT-DIP GALVANIZED ACCORDING TO ASTM A153/A153M. H. FINISHES 1. PRIME FINISH: CLEAN, PRETREAT, AND APPLY MANUFACTURER'S STANDARD PRIMER. VERIFY COMPATIBILITY WITH SECIFIED TOPCOAT. I. FABRICATE HOLLOW-METAL WORK TO BE RIGID AND FREE OF DEFECTS, WARP, OR BUCKLE. ACCURATELY FORM METAL TO REQUIRED SIZES AND PROFILES, WITH MINIMUM RADIUS FOR METAL THICKNESS. WHERE PRACTICAL, FIT AND ASSEMBLE UNITS IN MANUFACTURER'S PLANT. TO ENSURE PROPER ASSEMBLY AT PROJECT SITE, CLEARLY IDENTIFY WORK THAT CANNOT BE PERMANENTLY FACTORY ASSEMBLED BEFORE SHIPMENT. J. HARDWARE PREPARATION: FACTORY PREPARE HOLLOW-METAL WORK TO RECEIVE TEMPLATED MORTISED HARDWARE; INCLUDE CUTOUTS, REINFORCEMENT, MORTISING, DRILLING, AND TAPPING ACCORDING TO SDI A250.6, THE DOOR HARDWARE SCHEDULE, AND TEMPLATES. K. HOLLOW-METAL FRAMES: INSTALL HOLLOW-METAL FRAMES FOR DOORS, TRANSOMS, SIDELITES, BORROWED LITES, AND OTHER OPENINGS, OF SIZE AND PROFILE INDICATED. COMPLY WITH SDI A250.11 AND NFPA 80 AT FIRE RATED OPENINGS. L. HOLLOW-METAL DOORS: FIT AND ADJUST HOLLOW-METAL DOORS ACCURATELY IN FRAMES. COMPLY WITH ANSI/SDI A250.8. 1. FIRE-RATED DOORS: INSTALL DOORS WITH CLEARANCES ACCORDING TO NFPA 80. M. FINAL ADJUSTMENTS: CHECK AND READJUST OPERATING HARDWARE ITEMS IMMEDIATELY BEFORE FINAL INSPECTION. LEAVE WORK IN COMPLETE AND PROPER OPERATING CONDITION. REMOVE AND REPLACE DEFECTIVE WORK, INCLUDING HOLLOW METAL WORK THAT IS WARPED, BOWED, OR OTHERWISE UNACCEPTABLE. N. PRIME-COAT TOUCHUP: IMMEDIATELY AFTER ERECTION, SAND SMOOTH RUSTED OR DAMAGED AREAS OF PRIME COAT AND APPLY TOUCHUP OF COMPATIBLE AIR- DRYING, RUST-INHIBITIVE PRIMER.

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Page 1: TAKOMA PARK LIBRARY · 2019-07-16 · takoma park library bid set architectural specifications a001 lower level renovation 416 cedar st. nw washington dc 20012 1 06/26/2019 permit

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1 06/26/2019 PERMIT DOCUMENT

2 07/02/2019 BID SET

1.1 GENERAL

A. SUBMITTALS1. PRODUCT DATA: FOR ALL PRODUCTS.2. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND ATTACHMENTS TO OTHER WORK.3. DELEGATED-DESIGN SUBMITTAL: FOR ITEMS INDICATED, INCLUDING ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION.

B. PERFORMANCE AND DESIGN CRITERIA: WHERE PROFESSIONAL DESIGN SERVICES OR CERTIFICATIONS BY A DESIGN PROFESSIONAL ARE SPECIFICALLY REQUIRED OF CONTRACTOR BY THE CONTRACT DOCUMENTS, PROVIDE PRODUCTS AND SYSTEMS COMPLYING WITH SPECIFIC PERFORMANCE AND DESIGN CRITERIA INDICATED.C. FINISHES:

1. REFER TO FINISHES SCHEDULE DRAWING SHEET FOR MORE INFORMATION ON FINISHES INCLUDING BASIS-OF-DESIGN PRODUCTS, COLORS AND PATTERNS.D. ALTERNATE BIDS

1. DEFINITIONSA. ALTERNATE : AN AMOUNT PROPOSED BY BIDDERS AND STATED ON THE BID FORM FOR CERTAIN WORK DEFINED IN THE BIDDING REQUIREMENTS THAT MAY BE ADDED TO OR DEDUCTED FROM THE BASE BID AMOUNT IF OWNER DECIDES TO ACCEPT A CORRESPONDING CHANGE EITHER IN THE AMOUNT OF CONSTRUCTION TO BE COMPLETED OR IN THE PRODUCTS, MATERIALS, EQUIPMENT, SYSTEMS, OR INSTALLATION METHODS DESCRIBED IN THE CONTRACT DOCUMENTS.

1. THE COST OR CREDIT FOR EACH ALTERNATE IS THE NET ADDITION TO OR DEDUCTION FROM THE CONTRACT SUM TO INCORPORATE ALTERNATE INTO THE WORK. NO OTHER ADJUSTMENTS ARE MADE TO THE CONTRACT SUM.2. INCLUDE AS PART OF EACH ALTERNATE, MISCELLANEOUS DEVICES, ACCESSORY OBJECTS, AND SIMILAR ITEMS INCIDENTAL TO OR REQUIRED FOR A COMPLETE INSTALLATION WHETHER OR NOT INDICATED AS PART OF ALTERNATE. INCLUDE COSTS OF RELATED COORDINATION, MODIFICATION, OR ADJUSTMENT

2. ACCEPTANCE OF ALTERNATE BIDSA. ALTERNATE BIDS QUOTED ON BID FORMS WILL BE REVIEWED AND ACCEPTED OR REJECTED AT OWNER’S OPTION. ACCEPTED ALTERNATE BIDS WILL BE IDENTIFIED IN THE OWNER-CONTRACTOR AGREEMENT.

B.COORDINATE RELATED WORK AND MODIFY SURROUNDING WORK TO INTEGRATE THE WORK OF EACH ALTERNATE.

3. SCHEDULE OF ALTERNATE BIDSALTERNATE NO. 1:BASE BID: RE - USE EXISTING PROJECTORALTERNATE: PROVIDE NEW CEILING MOUNTED PROJECTOR AND PROJECTOR MOUNT

ALTERNATE NO. 2:BASE BID: USE EXISTING PROJECTOR SCREEN, RECESS IN CEILING.ALTERNATE: PROVIDE NEW RECESSED MOTORIZED PROJECTOR 110” DIAGONAL SCREEN WITH 16:9 ASPECT RATIO

ALTERNATE NO. 3:BASE BID: USE EXISTING (8) BOOK SHELVES FROM EXISTING BOOK ROOM ALTERNATE: PROVIDE NEW AURORA LIBRARY SHELVING (3) L15CL36 AND (5) L15CT36. COLOR TBD.

ALTERNATE NO. 4:BASE BID: USE EXISTING (2) STORAGE CABINET FROM EXISTING BOOK ROOM ALTERNATE: PROVIDE (2) NEW SANDUSKY LEE ELITE SERIES STORAGE CABINET (36”W X 18D X 72”H) COLOR TBD.

ALTERNATE NO. 5:BASE BID: USE EXISTING (4) SHELVING FROM EXISTING BOOK ROOM ALTERNATE: PROVIDE NEW AURORA LIBRARY SHELVING (2) L15OL36 AND (2) L150T36. COLOR TBD.

ALTERNATE NO. 6:BASE BID: USE EXISTING (1) FILING CABINET FROM EXISTING BOOK ROOM ALTERNATE: PROVIDE (1) NEW SANDUSKY LEE LATERAL FILE CABINET WITH FIVE DRAWERS & ALUMINUM HANDLES COLOR TBD.

1.2 SECTION 024119 - SELECTIVE DEMOLITION

A. DEMOLITION SCOPE: REFER TO DEMOLITION DRAWINGS.B. ENGINEERING SURVEY: SUBMIT ENGINEERING SURVEY OF CONDITION OF BUILDING.C. REFRIGERANT RECOVERY TECHNICIAN QUALIFICATIONS: CERTIFIED BY AN EPA-APPROVED CERTIFICATION PROGRAM.D. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS BEFORE BEGINNING SELECTIVE DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.E. STANDARDS: COMPLY WITH ASSE A10.6 AND NFPA 241.F. HAZARDOUS MATERIALS: IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK.RETAIN SUBPARAGRAPH BELOW TO COVER INSTANCES WHERE HAZARDOUS MATERIALS ARE UNEXPECTEDLY FOUND AND MUST BE REMEDIATED. SEE THE GENERAL CONDITIONS FOR ADDITIONAL REQUIREMENTS ON HAZARDOUS MATERIALS.

1. IF SUSPECTED HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY ARCHITECT AND OWNER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT.

G. EXISTING SERVICES/SYSTEMS TO REMAIN: MAINTAIN SERVICES/SYSTEMS INDICATED TO REMAIN AND PROTECT THEM AGAINST DAMAGE.H. TEMPORARY PROTECTION: PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN.I. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS.J. SITE ACCESS AND TEMPORARY CONTROLS: CONDUCT SELECTIVE DEMOLITION AND DEBRIS-REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES.K. REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND DISPOSE OF THEM IN AN EPA-APPROVED CONSTRUCTION AND DEMOLITION WASTE LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.L. REMOVED AND REINSTALLED ITEMS:

1. CLEAN AND REPAIR ITEMS TO FUNCTIONAL CONDITION ADEQUATE FOR INTENDED REUSE.2. PACK OR CRATE ITEMS AFTER CLEANING AND REPAIRING. IDENTIFY CONTENTS OF CONTAINERS.3. PROTECT ITEMS FROM DAMAGE DURING TRANSPORT AND STORAGE.4. REINSTALL ITEMS IN LOCATIONS INDICATED. COMPLY WITH INSTALLATION REQUIREMENTS FOR NEW MATERIALS AND EQUIPMENT. PROVIDE CONNECTIONS, SUPPORTS, AND MISCELLANEOUS MATERIALS NECESSARY TO MAKE ITEM FUNCTIONAL FOR USE INDICATED.

M. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN PERMITTED BY ARCHITECT, ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION DURING SELECTIVE DEMOLITION AND CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS AFTER SELECTIVE DEMOLITION OPERATIONS ARE COMPLETE.N. REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND DISPOSE OF THEM IN AN EPA-APPROVED CONSTRUCTION AND DEMOLITION WASTE LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.O. BURNING: DO NOT BURN DEMOLISHED MATERIALS.P. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN.

1.3 SECTION 054000 - COLD-FORMED METAL FRAMING

A. DELEGATED DESIGN: ENGAGE A QUALIFIED PROFESSIONAL ENGINEER TO DESIGN MISCELLANEOUS STEEL FRAMING AND SUPPORTS.B. PERFORMANCE REQUIREMENTS

1. STRUCTURAL PERFORMANCE: PROVIDE COLD-FORMED STEEL FRAMING CAPABLE OF WITHSTANDING DESIGN LOADS WITHIN LIMITS AND UNDER CONDITIONS INDICATED.

1. DESIGN LOADS: PER APPLICABLE CODES AND INDICATED DESIGN CRITERIA.2. DESIGN FRAMING SYSTEM TO MAINTAIN CLEARANCES AT OPENINGS, TO ALLOW FOR CONSTRUCTION TOLERANCES, AND TO ACCOMMODATE LIVE LOAD DEFLECTION OF PRIMARY BUILDING STRUCTURE.3. COLD-FORMED STEEL FRAMING STANDARDS: UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED, FRAMING SHALL COMPLY WITH AISI S100, AISI S200, AND THE FOLLOWING:

1. WALL STUDS: AISI S211.2. HEADERS: AISI S212.3. LATERAL DESIGN: AISI S213.

C. STEEL SHEET: ASTM A 1003/A 1003M, STRUCTURAL GRADE, TYPE H, METALLIC COATED, OF GRADE AND COATING DESIGNATION AS FOLLOWS:1. GRADE: AS REQUIRED BY STRUCTURAL PERFORMANCE.

D. STEEL SHEET FOR VERTICAL DEFLECTION CLIPS: ASTM A 653/A 653M, STRUCTURAL STEEL, ZINC COATED, OF GRADE AND COATING AS FOLLOWS:1. GRADE: AS REQUIRED BY STRUCTURAL PERFORMANCE.

E. STEEL STUDS: MANUFACTURER'S STANDARD C-SHAPED STEEL STUDS, OF WEB DEPTHS INDICATED, PUNCHED, WITH STIFFENED FLANGES, AND AS FOLLOWS:STEEL-THICKNESS SEQUENCE IN "MINIMUM BASE-METAL THICKNESS" SUBPARAGRAPH BELOW CORRESPONDS TO COMMON THICKNESS DESIGNATORS 33, 43, 54, 68, AND 97 AND OBSOLETE 20-, 18-, 16-, 14-, AND 12-GAGE DESIGNATIONS.

1. MINIMUM BASE-METAL THICKNESS, FLANGE WIDTH AND SECTION PROPERTIES: AS DETERMINED BY THE CERTIFIED STUD ENGINEER AND REVIEWED BY THE STRUCTURAL ENGINEER.

F. STEEL TRACK: MANUFACTURER'S STANDARD U-SHAPED STEEL TRACK, OF WEB DEPTHS INDICATED, UNPUNCHED, WITH UNSTIFFENED FLANGES, AND MATCHING MINIMUM BASE-METAL THICKNESS OF STEEL STUDS.RETAIN "VERTICAL DEFLECTION CLIPS," "SINGLE DEFLECTION TRACK," OR "DOUBLE DEFLECTION TRACKS" PARAGRAPH BELOW FOR COMPONENTS TO COPE WITH VERTICAL DEFLECTION OF THE PRIMARY STRUCTURE. IF MORE THAN ONE TYPE IS REQUIRED, INDICATE THE LOCATION OF EACH ON DRAWINGS OR BY INSERTSRETAIN "VERTICAL DEFLECTION CLIPS" PARAGRAPH BELOW IF REQUIRED; REVISE TO ADD DISPLACEMENT IF DEFLECTION OF PRIMARY STRUCTURE IS NOT INDICATED.G. VERTICAL DEFLECTION CLIPS: MANUFACTURER'S STANDARD BYPASS OR HEAD CLIPS, CAPABLE OF ACCOMMODATING UPWARD AND DOWNWARD VERTICAL DISPLACEMENT OF PRIMARY STRUCTURE THROUGH POSITIVE MECHANICAL ATTACHMENT TO STUD WEB.RETAIN "SINGLE DEFLECTION TRACK" PARAGRAPH BELOW IF REQUIRED. REVISE DESCRIPTION, AS APPLICABLE, IF LIMITING TYPES OF SINGLE-LEG TRACK.H. SINGLE DEFLECTION TRACK: MANUFACTURER'S SINGLE, DEEP-LEG, U-SHAPED STEEL TRACK; UNPUNCHED, WITH UNSTIFFENED FLANGES, OF WEB DEPTH TO CONTAIN STUDS WHILE ALLOWING FREE VERTICAL MOVEMENT, WITH FLANGES DESIGNED TO SUPPORT HORIZONTAL LOADS AND TRANSFER THEM TO THE PRIMARY STRUCTURE.I. FRAMING ACCESSORIES

1. FABRICATE STEEL-FRAMING ACCESSORIES FROM ASTM A 1003/A 1003M, STRUCTURAL GRADE, TYPE H, METALLIC COATED STEEL SHEET, OF SAME GRADE AND COATING DESIGNATION USED FOR FRAMING MEMBERS.2. PROVIDE ACCESSORIES OF MANUFACTURER'S STANDARD THICKNESS AND CONFIGURATION, UNLESS OTHERWISE INDICATED.

J. ANCHORS, CLIPS, AND FASTENERS1. STEEL SHAPES AND CLIPS: ASTM A 36/A 36M, ZINC COATED BY HOT-DIP PROCESS ACCORDING TO ASTM A 123/A 123M.2. EXPANSION ANCHORS: FABRICATED FROM CORROSION-RESISTANT MATERIALS, WITH ALLOWABLE LOAD OR STRENGTH DESIGN CAPACITIES CALCULATED ACCORDING TO ICC-ES AC193 AND ACI 318 GREATER THAN OR EQUAL TO THE DESIGN LOAD, AS DETERMINED BY TESTING PER ASTM E 488 CONDUCTED BY A QUALIFIED TESTING AGENCY.3. MECHANICAL FASTENERS: ASTM C 1513, CORROSION-RESISTANT-COATED, SELF-DRILLING, SELF-TAPPING, STEEL DRILL SCREWS.

1. HEAD TYPE: LOW-PROFILE HEAD BENEATH SHEATHING; MANUFACTURER'S STANDARD ELSEWHERE.4. WELDING ELECTRODES: COMPLY WITH AWS STANDARDS.

K. MISCELLANEOUS MATERIALS1. NONMETALLIC, NONSHRINK GROUT: FACTORY-PACKAGED, NONMETALLIC, NONCORROSIVE, NONSTAINING GROUT, COMPLYING WITH ASTM C 1107/C 1107M, AND WITH A FLUID CONSISTENCY AND 30-MINUTE WORKING TIME.2. SHIMS: LOAD-BEARING, HIGH-DENSITY, MULTIMONOMER, NONLEACHING PLASTIC; OR COLD-FORMED STEEL OF SAME GRADE AND METALLIC COATING AS FRAMING MEMBERS SUPPORTED BY SHIMS.

L. INSTALLATION1. INSTALL COLD-FORMED STEEL FRAMING ACCORDING TO AISI S200, AISI S202, AND MANUFACTURER'S WRITTEN INSTRUCTIONS UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED.2. INSTALL CONTINUOUS TOP AND BOTTOM TRACKS SIZED TO MATCH STUDS. ALIGN TRACKS ACCURATELY AND SECURELY ANCHOR AT CORNERS AND ENDS, AND AT SPACINGS AS SHOWN ON SHOP DRAWINGS.3. INSTALL COLD-FORMED STEEL FRAMING AND ACCESSORIES PLUMB, SQUARE, AND TRUE TO LINE, AND WITH CONNECTIONS SECURELY FASTENED.4. INSTALL FRAMING MEMBERS IN ONE-PIECE LENGTHS UNLESS SPLICE CONNECTIONS ARE INDICATED FOR TRACK OR TENSION MEMBERS.5. INSTALL TEMPORARY BRACING AND SUPPORTS TO SECURE FRAMING AND SUPPORT LOADS EQUAL TO THOSE FOR WHICH STRUCTURE WAS DESIGNED. MAINTAIN BRACES AND SUPPORTS IN PLACE, UNDISTURBED, UNTIL ENTIRE INTEGRATED SUPPORTING STRUCTURE HAS BEEN COMPLETED AND PERMANENT CONNECTIONS TO FRAMING ARE SECURED.6. INSTALL COLD-FORMED STEEL FRAMING LEVEL, PLUMB, AND TRUE TO LINE TO A MAXIMUM ALLOWABLE TOLERANCE VARIATION OF 1/8 INCH IN 10 FEET.7. INSTALL MISCELLANEOUS FRAMING AND CONNECTIONS, INCLUDING STUD KICKERS, WEB STIFFENERS, CLIP ANGLES, CONTINUOUS ANGLES, ANCHORS, AND FASTENERS, TO PROVIDE A COMPLETE AND STABLE FRAMING SYSTEM.

M. TESTING: OWNER HAS THE RIGHT TO ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO PERFORM FIELD TESTS AND INSPECTIONS AND PREPARE TEST REPORTS. COLD-FORMED STEEL FRAMING WILL BE CONSIDERED DEFECTIVE IF IT DOES NOT PASS TESTS AND INSPECTIONS.

1.4 SECTION 055000 - METAL FABRICATIONS

A. SECTION INCLUDES:1. STEEL FRAMING AND SUPPORTS FOR COUNTERTOPS.2. MISCELLANEOUS STEEL FRAMING AND SUPPORTS.3. METAL CORNER GUARDS.

B. DELEGATED DESIGN: ENGAGE A QUALIFIED PROFESSIONAL ENGINEER TO DESIGN MISCELLANEOUS STEEL FRAMING AND SUPPORTS.C. METALS

1. METAL SURFACES, GENERAL: PROVIDE MATERIALS WITH SMOOTH, FLAT SURFACES UNLESS OTHERWISE INDICATED. FOR METAL FABRICATIONS EXPOSED TO VIEW IN THE COMPLETED WORK, PROVIDE MATERIALS WITHOUT SEAM MARKS, ROLLER MARKS, ROLLED TRADE NAMES, OR BLEMISHES.2. STEEL PLATES, SHAPES, AND BARS: ASTM A36/A36M.3. ALUMINUM: ALUMINUM CORNER GUARDS SHALL BE MANUFACTURED FROM 5005-H34 ALUMINUM.

D. POST-INSTALLED ANCHORS FOR INTERIOR LOCATIONS: CARBON-STEEL COMPONENTS ZINC PLATED TO COMPLY WITH ASTM B633 OR ASTM F1941/F1941M, CLASS FE/ZN 5, UNLESS OTHERWISE INDICATED.E. SHRINKAGE-RESISTANT GROUT: FACTORY-PACKAGED, NONMETALLIC, NONSTAINING, NONCORROSIVE, NONGASEOUS GROUT COMPLYING WITH ASTM C1107/C1107M. PROVIDE GROUT SPECIFICALLY RECOMMENDED BY MANUFACTURER FOR INTERIOR AND EXTERIOR APPLICATIONS.F. SHOP PRIMER: AS INDICATED IN SECTION 099100 – PAINTING.G. MISCELLANEOUS FRAMING AND SUPPORTS: FABRICATE UNITS FROM STEEL SHAPES, PLATES, AND BARS OF WELDED CONSTRUCTION UNLESS OTHERWISE INDICATED. FABRICATE TO SIZES, SHAPES, AND PROFILES INDICATED AND AS NECESSARY TO RECEIVE ADJACENT CONSTRUCTION.H. CORNER GUARDS: EXTRUDED ALUMINUM. 0.080 INCH THICK, MINIMUM.

1. WING SIZE: 2 INCHES.2. INSTALLATION: LOW VOC ADHESIVE.3. FINISH: POWDER COATED.4. COLOR: MATCH WALL COLOR, UNLESS INDICATED OTHERWISE.

I. STEEL AND IRON FINISHES1. SHOP PRIME IRON AND STEEL ITEMS NOT INDICATED TO BE GALVANIZED UNLESS THEY ARE TO BE EMBEDDED IN CONCRETE, SPRAYED-ON FIREPROOFING, OR MASONRY, OR UNLESS OTHERWISE INDICATED.2. PREPARATION FOR SHOP PRIMING: PREPARE SURFACES TO COMPLY WITH SSPC-SP 6/NACE NO. 3, "COMMERCIAL BLAST CLEANING."

J. FINISH METAL FABRICATIONS AFTER ASSEMBLY.K. CUTTING, FITTING, AND PLACEMENT: PERFORM CUTTING, DRILLING, AND FITTING REQUIRED FOR INSTALLING METAL FABRICATIONS. SET METAL FABRICATIONS ACCURATELY IN LOCATION, ALIGNMENT, AND ELEVATION; WITH EDGES AND SURFACES LEVEL, PLUMB, TRUE, AND FREE OF RACK; AND MEASURED FROM ESTABLISHED LINES AND LEVELS.L. FIT EXPOSED CONNECTIONS ACCURATELY TOGETHER TO FORM HAIRLINE JOINTS. WELD CONNECTIONS THAT ARE NOT TO BE LEFT AS EXPOSED JOINTS BUT CANNOT BE SHOP WELDED BECAUSE OF SHIPPING SIZE LIMITATIONS. DO NOT WELD, CUT, OR ABRADE SURFACES OF EXTERIOR UNITS THAT HAVE BEEN HOT-DIP GALVANIZED AFTER FABRICATION AND ARE FOR BOLTED OR SCREWED FIELD CONNECTIONS.M. FIELD WELDING: COMPLY WITH THE FOLLOWING REQUIREMENTS:

1. USE MATERIALS AND METHODS THAT MINIMIZE DISTORTION AND DEVELOP STRENGTH AND CORROSION RESISTANCE OF BASE METALS.2. OBTAIN FUSION WITHOUT UNDERCUT OR OVERLAP.3. REMOVE WELDING FLUX IMMEDIATELY.4. AT EXPOSED CONNECTIONS, FINISH EXPOSED WELDS AND SURFACES SMOOTH AND BLENDED SO NO ROUGHNESS SHOWS AFTER FINISHING AND CONTOUR OF WELDED SURFACE MATCHES THAT OF ADJACENT SURFACE.

N. FASTENING TO IN-PLACE CONSTRUCTION: PROVIDE ANCHORAGE DEVICES AND FASTENERS WHERE METAL FABRICATIONS ARE REQUIRED TO BE FASTENED TO IN-PLACE CONSTRUCTION. PROVIDE THREADED FASTENERS FOR USE WITH CONCRETE AND MASONRY INSERTS, TOGGLE BOLTS, THROUGH BOLTS, LAG SCREWS, WOOD SCREWS, AND OTHER CONNECTORS.

1.5 SECTION 061053 – MISCELLANEOUS ROUGH CARPENTRY

A. MAXIMUM MOISTURE CONTENT OF LUMBER: 19 PERCENT.B. WOOD-PRESERVATIVE-TREATED MATERIALS:

1. PRESERVATIVE TREATMENT: AWPA U1; USE CATEGORY UC2 EXCEPT USE CATEGORY UC3B FOR EXTERIOR CONSTRUCTION AND USE CATEGORY UC4A FOR ITEMS IN CONTACT WITH GROUND.

1. PRESERVATIVE CHEMICALS: CONTAINING NO ARSENIC OR CHROMIUM.2. APPLICATION: ITEMS INDICATED AND THE FOLLOWING:

1. ITEMS IN CONTACT WITH ROOFING OR WATERPROOFING.2. ITEMS IN CONTACT WITH CONCRETE OR MASONRY.3. FRAMING LESS THAN 18 INCHES ABOVEGROUND IN CRAWLSPACES.4. FLOOR PLATES INSTALLED OVER CONCRETE SLABS-ON-GRADE.

C. FIRE-RETARDANT-TREATED MATERIALS:1. EXTERIOR TYPE FOR EXTERIOR LOCATIONS AND WHERE INDICATED.2. INTERIOR TYPE A, HIGH TEMPERATURE (HT) FOR ENCLOSED ROOF FRAMING AND WHERE INDICATED.3. INTERIOR TYPE A UNLESS OTHERWISE INDICATED.4. APPLICATION: ITEMS INDICATED AND THE FOLLOWING:

1. FRAMING FOR RAISED PLATFORMS.2. CONCEALED BLOCKING.3. ROOF FRAMING AND BLOCKING.4. ITEMS IN CONTACT WITH ROOFING.5. PLYWOOD BACKING PANELS.

D. MISCELLANEOUS LUMBER:1. DIMENSION LUMBER: CONSTRUCTION OR NO. 2 GRADE HEM-FIR (NORTH), HEM-FIR, NORTHERN SPECIES.2. CONCEALED BOARDS: 19 PERCENT MAXIMUM MOISTURE CONTENT.

1. HEM-FIR, CONSTRUCTION OR NO. 2 COMMON.2. NORTHERN SPECIES, NO. 2 COMMON.

E. PLYWOOD BACKING PANELS: EXPOSURE 1, C-D PLUGGED.1. COMPLIES WITH LOW-EMITTING MATERIALS REQUIREMENTS OF LEED FOR SCHOOLS.

F. FASTENERS: HOT-DIP GALVANIZED STEEL WHERE EXPOSED TO WEATHER, IN GROUND CONTACT, IN CONTACT WITH TREATED WOOD, OR IN AREA OF HIGH RELATIVE HUMIDITY.1.6 SECTION 064116 - CASEWORK

A. QUALITY STANDARD: UNLESS OTHERWISE INDICATED, COMPLY WITH THE "ARCHITECTURAL WOODWORK STANDARDS" FOR GRADES OF CABINETS INDICATED FOR CONSTRUCTION, FINISHES, INSTALLATION, AND OTHER REQUIREMENTS.B. GRADE: CUSTOM.C. TYPE OF CONSTRUCTION: FRAMELESS.D. DOOR AND DRAWER-FRONT STYLE: FLUSH OVERLAY.E. LAMINATE CLADDING FOR EXPOSED SURFACES:RETAIN GRADE DESIGNATIONS FROM OPTIONS IN FIRST FOUR SUBPARAGRAPHS BELOW. GRADE HGS IS 1.2 MM (0.048 INCH) THICK, GRADES HGL AND HGP ARE 1.0 MM (0.039 INCH) THICK, AND GRADE VGS IS 0.7 MM (0.028 INCH) THICK.

1. HORIZONTAL SURFACES: GRADE HGS.2. POSTFORMED SURFACES: GRADE HGP.3. VERTICAL SURFACES: GRADE HGS OR GRADE VGS.

RETAIN ONE EDGE CONSTRUCTION FROM "EDGES" SUBPARAGRAPH BELOW. COORDINATE WITH STANDARDS AND GRADE SELECTION.4. EDGES: GRADE HGS OR GRADE VGS.

F. MATERIALS FOR SEMIEXPOSED SURFACES:1. SURFACES OTHER THAN DRAWER BODIES: HIGH-PRESSURE DECORATIVE LAMINATE, NEMA LD 3, GRADE VGS.

RETAIN ONE EDGE CONSTRUCTION FROM "EDGES OF PLASTIC-LAMINATE SHELVES" SUBPARAGRAPH BELOW IF RETAINING HIGH-PRESSURE DECORATIVE LAMINATE IN "SURFACES OTHER THAN DRAWER BODIES" SUBPARAGRAPH ABOVE.

1. EDGES OF PLASTIC-LAMINATE SHELVES: PVC EDGE BANDING, 0.12 INCH THICK, MATCHING LAMINATE IN COLOR, PATTERN, AND FINISH.RETAIN "EDGES OF THERMOSET DECORATIVE PANEL SHELVES" SUBPARAGRAPH BELOW IF RETAINING THESE PANELS IN "SURFACES OTHER THAN DRAWER BODIES" SUBPARAGRAPH.RETAIN FIRST SUBPARAGRAPH BELOW IF REQUIRED TO PROVIDE BALANCED CONSTRUCTION.

2. FOR SEMIEXPOSED BACKS OF PANELS WITH EXPOSED PLASTIC-LAMINATE SURFACES, PROVIDE SURFACE OF HIGH-PRESSURE DECORATIVE LAMINATE, NEMA LD 3, GRADE VGS.

2. DRAWER SIDES AND BACKS: SOLID-HARDWOOD LUMBER.3. DRAWER BOTTOMS: HARDWOOD PLYWOOD.

G. CABINET HARDWARE:1. HINGES: FRAMELESS, CONCEALED.2. PULLS: BACK MOUNTED.3. ADJUSTABLE SHELF SUPPORTS.4. LOCKS: DOOR AND DRAWER.5. EXPOSED HARDWARE FINISHES: SATIN STAINLESS STEEL, UNLESS INDICATED OTHERWISE.

H. PLASTIC LAMINATE CLAD COUNTERTOPS1. GRADE: CUSTOM2. HIGH-PRESSURE DECORATIVE LAMINATE: NEMA LD 3, GRADE HGS.3. COLORS, PATTERNS, AND FINISHES: AS INDICATED ON DRAWINGS.4. EDGE TREATMENT: SAME AS LAMINATE CLADDING ON HORIZONTAL SURFACES, UNLESS INDICATED OTHERWISE.5. CORE MATERIAL: PARTICLEBOARD MADE WITH EXTERIOR GLUE, MDF MADE WITH EXTERIOR GLUE OR EXTERIOR-GRADE PLYWOOD.6. CORE THICKNESS: 3/4 INCH.

I. SOLID SURFACE MATERIAL COUNTERTOPS1. GRADE: CUSTOM.2. FRONT: STRAIGHT, SLIGHTLY EASED EDGE.3. BACKSPLASH AND END SPLASH: EASED EDGE.4. COUNTERTOPS: 3/4-INCH- THICK, SOLID SURFACE MATERIAL WITH FRONT EDGE BUILT UP WITH SAME MATERIAL.

J. MISCELLANEOUS MATERIALS1. FURRING, BLOCKING, SHIMS, AND HANGING STRIPS: FIRE-RETARDANT-TREATED SOFTWOOD LUMBER, KILN-DRIED TO LESS THAN 15 PERCENT MOISTURE CONTENT.2. ANCHORS: SELECT MATERIAL, TYPE, SIZE, AND FINISH REQUIRED FOR EACH SUBSTRATE FOR SECURE ANCHORAGE. PROVIDE METAL EXPANSION SLEEVES OR EXPANSION BOLTS FOR POST-INSTALLED ANCHORS. USE NONFERROUS-METAL OR HOT-DIP GALVANIZED ANCHORS AND INSERTS AT INSIDE FACE OF EXTERIOR WALLS AND AT FLOORS.

K. INSTALL CABINETS TO COMPLY WITH QUALITY STANDARD GRADE OF ITEM TO BE INSTALLED.L. ANCHOR CABINETS TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY ATTACHED TO SUBSTRATES. SECURE WITH WAFER-HEAD CABINET INSTALLATION SCREWS.M. INSTALL CABINETS LEVEL, PLUMB, AND TRUE IN LINE TO A TOLERANCE OF 1/8 INCH IN 96 INCHESUSING CONCEALED SHIMS.N. INSTALL COUNTERTOPS LEVEL, PLUMB, TRUE, AND STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. INSTALL LEVEL AND PLUMB TO A TOLERANCE OF 1/8 INCH IN 96 INCHES.

1.7 SECTION 064800 - WOOD FRAMES

A. QUALITY STANDARD: UNLESS OTHERWISE INDICATED, COMPLY WITH THE "ARCHITECTURAL WOODWORK STANDARDS" FOR GRADES OF FRAMES INDICATED FOR CONSTRUCTION, FINISHES, INSTALLATION, AND OTHER REQUIREMENTS.B. ENVIRONMENTAL LIMITATIONS FOR INTERIOR WORK: DO NOT DELIVER OR INSTALL INTERIOR WOOD FRAMES UNTIL BUILDING IS ENCLOSED, WET WORK IS COMPLETE, AND HVAC SYSTEM IS OPERATING AND MAINTAINING TEMPERATURE AND RELATIVE HUMIDITY AT OCCUPANCY LEVELS DURING THE REMAINDER OF THE CONSTRUCTION PERIOD.C. INTERIOR FRAMES AND JAMBS FOR OPAQUE FINISH

1. GRADE: CUSTOM2. WOOD SPECIES: ANY COLDED GRAIN HARDWOOD.

D. WOOD PRODUCTS: PROVIDE MATERIALS THAT COMPLY WITH REQUIREMENTS OF REFERENCED QUALITY STANDARD FOR EACH TYPE OF WOOD FRAME AND QUALITY GRADE SPECIFIED UNLESS OTHERWISE INDICATED.

1. WOOD MOISTURE CONTENT FOR INTERIOR MATERIALS: 4 TO 9 PERCENT.E. ANCHORS: SELECT MATERIAL, TYPE, SIZE, AND FINISH REQUIRED FOR EACH SUBSTRATE FOR SECURE ANCHORAGE. PROVIDE METAL EXPANSION SLEEVES OR EXPANSION BOLTS FOR POST-INSTALLED ANCHORS. USE NONFERROUS-METAL OR HOT-DIP GALVANIZED ANCHORS AND INSERTS AT INSIDE FACE OF EXTERIOR WALLS AND AT FLOORS.F. FABRICATE WOOD FRAMES TO DIMENSIONS, PROFILES, AND DETAILS INDICATED. EASE EDGES TO RADIUS INDICATED FOR THE FOLLOWING:

1. EDGES OF SOLID-WOOD (LUMBER) MEMBERS: 1/16 INCH UNLESS OTHERWISE INDICATED.G. WOOD FRAMES FINISH: SHOP PRIMED. VERIFY COMPATIBILITY OF SHOP PRIMER WITH SPECIFIED TOP COAT.H. INSTALLATION

1. GRADE: INSTALL WOOD FRAMES TO COMPLY WITH SAME GRADE AS ITEM TO BE INSTALLED.2. INSTALL WOOD FRAMES LEVEL, PLUMB, TRUE, AND STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. INSTALL LEVEL AND PLUMB TO A TOLERANCE OF 1/8 INCH IN 96 INCHES (3 MM IN 2400 MM).3. SCRIBE AND CUT WOOD FRAMES TO FIT ADJOINING WORK, REFINISH CUT SURFACES, AND REPAIR DAMAGED FINISH AT CUTS.4. ANCHOR WOOD FRAMES TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY ATTACHED TO SUBSTRATES. SECURE WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING. USE FINE FINISHING NAILS OR FINISHING SCREWS FOR EXPOSED FASTENING, COUNTERSUNK AND FILLED FLUSH WITH WOODWORK.

1.8 SECTION 079200 - JOINT SEALANTS

A. COMPATIBILITY: PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY JOINT-SEALANT MANUFACTURER, BASED ON TESTING AND FIELD EXPERIENCE.B. VOC CONTENT: SEALANTS AND SEALANT PRIMERS SHALL COMPLY WITH THE FOLLOWING:

1. ARCHITECTURAL SEALANTS SHALL HAVE A VOC CONTENT OF 250 G/L OR LESS.2. SEALANTS AND SEALANT PRIMERS FOR NONPOROUS SUBSTRATES SHALL HAVE A VOC CONTENT OF 250 G/L OR LESS.3. SEALANTS AND SEALANT PRIMERS FOR POROUS SUBSTRATES SHALL HAVE A VOC CONTENT OF 775 G/L OR LESS.

C. COLORS OF EXPOSED JOINT SEALANTS: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE.D. NONSTAINING JOINT SEALANTS: NO STAINING OF SUBSTRATES WHEN TESTED ACCORDING TO ASTM C 1248.

1. SILICONE, NONSTAINING, S, NS, 50, NT: NONSTAINING, SINGLE-COMPONENT, NONSAG, PLUS 50 PERCENT AND MINUS 50 PERCENT MOVEMENT CAPABILITY, NONTRAFFIC-USE, NEUTRAL-CURING SILICONE JOINT SEALANT; ASTM C 920, TYPE S, GRADE NS, CLASS 50, USE NT.

E. URETHANE, S, NS, 25, NT: SINGLE-COMPONENT, NONSAG, NONTRAFFIC-USE, PLUS 25 PERCENT AND MINUS 25 PERCENT MOVEMENT CAPABILITY, URETHANE JOINT SEALANT; ASTM C 920, TYPE S, GRADE NS, CLASS 25, USE NT.F. URETHANE, S, P, 25, T, NT: SINGLE-COMPONENT, POURABLE, PLUS 25 PERCENT AND MINUS 25 PERCENT MOVEMENT CAPABILITY, TRAFFIC- AND NONTRAFFIC-USE, URETHANE JOINT SEALANT; ASTM C 920, TYPE S, GRADE P, CLASS 25, USES T AND NT.G. MILDEW-RESISTANT JOINT SEALANTS: FORMULATED FOR PROLONGED EXPOSURE TO HUMIDITY WITH FUNGICIDE TO PREVENT MOLD AND MILDEW GROWTH.

1. SILICONE, MILDEW RESISTANT, ACID CURING, S, NS, 25, NT: MILDEW-RESISTANT, SINGLE-COMPONENT, NONSAG, PLUS 25 PERCENT AND MINUS 25 PERCENT MOVEMENT CAPABILITY, NONTRAFFIC-USE, ACID-CURING SILICONE JOINT SEALANT; ASTM C 920, TYPE S, GRADE NS, CLASS 25, USE NT.

H. ACRYLIC LATEX: ACRYLIC LATEX OR SILICONIZED ACRYLIC LATEX, ASTM C 834, TYPE OP, GRADE NF.I. CYLINDRICAL SEALANT BACKINGS: ASTM C 1330, TYPE C (CLOSED-CELL MATERIAL WITH A SURFACE SKIN), TYPE O (OPEN-CELL MATERIAL), TYPE B (BICELLULAR MATERIAL WITH A SURFACE SKIN) OR ANY OF THE PRECEDING TYPES, AS APPROVED IN WRITING BY JOINT-SEALANT MANUFACTURER FOR JOINT APPLICATION INDICATED, AND OF SIZE AND DENSITY TO CONTROL SEALANT DEPTH AND OTHERWISE CONTRIBUTE TO PRODUCING OPTIMUM SEALANT PERFORMANCE.J. PRIMER: MATERIAL RECOMMENDED BY JOINT-SEALANT MANUFACTURER WHERE REQUIRED FOR ADHESION OF SEALANT TO JOINT SUBSTRATES INDICATED, AS DETERMINED FROM PRECONSTRUCTION JOINT-SEALANT-SUBSTRATE TESTS AND FIELD TESTS.K. CLEANERS FOR NONPOROUS SURFACES: CHEMICAL CLEANERS ACCEPTABLE TO MANUFACTURERS OF SEALANTS AND SEALANT BACKING MATERIALS.L. MASKING TAPE: NONSTAINING, NONABSORBENT MATERIAL COMPATIBLE WITH JOINT SEALANTS AND SURFACES ADJACENT TO JOINTS.M. INSTALLATION: COMPLY WITH ASTM C 1193 AND JOINT-SEALANT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR PRODUCTS AND APPLICATIONS INDICATED, UNLESS MORE STRINGENT REQUIREMENTS APPLY.

1.9 SECTION 081113 - HOLLOW METAL DOORS AND FRAMES

A. PERFORMANCE REQUIREMENTS FOR EXTERIOR DOORS:1. DOOR ASSEMBLY OPERABLE U-FACTOR AND R-VALUE RATINGS: U-FACTOR 0.29, R-VALUE 3.4, INCLUDING INSULATED DOOR, THERMAL-BREAK FRAME AND THRESHOLD. (ASTM C1363/NFRC 102-2014)2. AIR INFILTRATION (NFRC 400-2014/ASTM E283): RATE OF LEAKAGE OF THE DOOR ASSEMBLY SHALL NOT EXCEED 0.25 CFM PER SQUARE FOOT OF STATIC DIFFERENTIAL AIR PRESSURE OF 1.567 PSF (EQUIVALENT TO 25 MPH WIND VELOCITY). 3. FACTORY-BUILT FENESTRATION & DOORS SHALL BE LABELED AS MEETING AIR-LEAKAGE REQUIREMENTS (ASHRAE 90.1).4. VERTICAL FENESTRATION SHGC VALUE = SHGC-0.4 (ASHRAE 90.1)5. FENESTRATION PRODUCTS SHALL BE RATED IN ACCORDANCE WITH NFRC (ASHRAE 90.1).6. FENESTRATION PRODUCTS SHALL BE CERTIFIED AS TO THE PERFORMANCE LABELS OR CERTIFICATES (ASHRAE 90.1).7. ALL SOURCES OF AIR LEAKAGE IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHER STRIPPED TO MINIMIZE AIR LEAKAGE (ASHRAE 90.1).

B. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE STEEL DOORS AND FRAMES FROM A SDI CERTIFIED MANUFACTURER:1. CECO DOOR PRODUCTS (CE).2. CURRIES COMPANY (CU).3. STEELCRAFT (ST).

C. BASIS-OF-DESIGN:1. CURRIES COMPANY (CU) - POLYSTYRENE CORE - 707 SERIES.2. CURRIES COMPANY (CU) - ENERGY EFFICIENT - 797 MERCURY SERIES (EXTERIOR DOORS).

D. EXTERIOR STANDARD STEEL DOORS AND FRAMES: 1. EXTRA-HEAVY-DUTY DOORS AND FRAMES; ANSI/SDI A250.8, LEVEL 3; ANSI/SDI A250.4, LEVEL A.

1. DOORS:1) TYPE: AS INDICATED IN THE DOOR AND FRAME SCHEDULE.2) THICKNESS: 1-3/4 INCHES.3) FACE: METALLIC-COATED STEEL SHEET, MINIMUM THICKNESS OF 0.053 INCH, WITH MINIMUM A60 COATING.4) EDGE CONSTRUCTION: MATCH EXISTING (SEE DOOR SCHEDULE)5) TOP EDGE CLOSURES: CLOSE TOP EDGES OF DOORS WITH FLUSH CLOSURES OF SAME MATERIAL AS FACE SHEETS. SEAL JOINTS AGAINST WATER PENETRATION.6) BOTTOM EDGES: CLOSE BOTTOM EDGES OF DOORS WHERE REQUIRED FOR ATTACHMENT OF WEATHER STRIPPING WITH END CLOSURES OR CHANNELS OF SAME MATERIAL AS FACE SHEETS. PROVIDE WEEP-HOLE OPENINGS IN BOTTOMS OF EXTERIOR DOORS TO PERMIT MOISTURE TO ESCAPE.7) CORE: FOAMED IN PLACE POLYURETHANE AND STEEL REINFORCED CORE WITH NO STIFFENER FACE WELDS.

2. FRAMES:1) THERMAL BREAK FRAMES: SUBJECT TO THE SAME COMPLIANCE STANDARDS AND REQUIREMENTS AS STANDARD HOLLOW METAL FRAMES. TESTED FOR THERMAL PERFORMANCE IN ACCORDANCE WITH NFRC 102, AND RESISTANCE TO AIR INFILTRATION IN ACCORDANCE WITH NFRC 400. WHERE INDICATED PROVIDE THERMALLY BROKEN FRAME PROFILES AVAILABLE FOR USE IN BOTH MASONRY AND DRYWALL CONSTRUCTION. FABRICATE WITH 1/16” POSITIVE THERMAL BREAK AND INTEGRAL VINYL WEATHERSTRIPPING.2) MATERIALS: METALLIC-COATED STEEL SHEET, MINIMUM THICKNESS OF 0.067 INCH, WITH MINIMUM A60 COATING.3) MANUFACTURERS BASIS OF DESIGN:

A) CURRIES COMPANY (CU) - THERMAL BREAK TQ SERIES.E. INTERIOR STANDARD STEEL DOORS AND FRAMES

1. HEAVY-DUTY DOORS AND FRAMES: ANSI/SDI A250.8, LEVEL 2; ANSI/SDI A250.4, LEVEL B.1. DOORS:

1) TYPE: AS INDICATED IN THE DOOR AND FRAME SCHEDULE.2) THICKNESS: 1-3/4 INCHES (44.5 MM).3) FACE: UNCOATED STEEL SHEET, MINIMUM THICKNESS OF 0.042 INCH (1.0 MM).4) EDGE CONSTRUCTION: MODEL 2, SEAMLESS.5) CORE: MANUFACTURER'S STANDARD.6) FIRE-RATED CORE: MANUFACTURER'S STANDARD VERTICAL STEEL STIFFENER OR LAMINATED MINERAL BOARD CORE FOR FIRE-RATEDDOORS.

2. FRAMES: 1) FACE WELDED; STEEL SHEET, MINIMUM THICKNESS OF 0.053INCH.2) MANUFACTURERS BASIS OF DESIGN:

A) CURRIES COMPANY (CU) - M SERIES.3. EXPOSED FINISH: PRIME.4. FIRE RATED FRAMES: FABRICATE FRAMES IN ACCORDANCE WITH NFPA 80, LISTED AND LABELED BY A QUALIFIED TESTING AGENCY, FOR FIRE-PROTECTION RATINGS INDICATED.

F. FRAME ANCHORS1. JAMB ANCHORS:

1. MASONRY TYPE: ADJUSTABLE STRAP-AND-STIRRUP OR T-SHAPED ANCHORS TO SUIT FRAME SIZE, FORMED FROM A60 METALLIC COATED MATERIAL, NOT LESS THAN 0.042 INCH THICK, WITH CORRUGATED OR PERFORATED STRAPS NOT LESS THAN 2 INCHES WIDE BY 10 INCHES LONG; OR WIRE ANCHORS NOT LESS THAN 0.177 INCH THICK.2. STUD WALL TYPE: DESIGNED TO ENGAGE STUD AND NOT LESS THAN 0.042 INCH THICK.

2. FLOOR ANCHORS: FLOOR ANCHORS TO BE PROVIDED AT EACH JAMB, FORMED FROM A60 METALLIC COATED MATERIAL, NOT LESS THAN 0.042 INCHES THICK.3. MORTAR GUARDS: FORMED FROM SAME MATERIAL AS FRAMES, NOT LESS THAN 0.016 INCHES THICK.

G. MATERIALS1. COLD-ROLLED STEEL SHEET: ASTM A1008/A1008M, COMMERCIAL STEEL (CS), TYPE B; SUITABLE FOR EXPOSED APPLICATIONS.2. METALLIC-COATED STEEL SHEET: ASTM A653/A653M, COMMERCIAL STEEL (CS), TYPE B.3. INSERTS, BOLTS, AND FASTENERS: HOT-DIP GALVANIZED ACCORDING TO ASTM A153/A153M.

H. FINISHES1. PRIME FINISH: CLEAN, PRETREAT, AND APPLY MANUFACTURER'S STANDARD PRIMER. VERIFY COMPATIBILITY WITH SECIFIED TOPCOAT.

I. FABRICATE HOLLOW-METAL WORK TO BE RIGID AND FREE OF DEFECTS, WARP, OR BUCKLE. ACCURATELY FORM METAL TO REQUIRED SIZES AND PROFILES, WITH MINIMUM RADIUS FOR METAL THICKNESS. WHERE PRACTICAL, FIT AND ASSEMBLE UNITS IN MANUFACTURER'S PLANT. TO ENSURE PROPER ASSEMBLY AT PROJECT SITE, CLEARLY IDENTIFY WORK THAT CANNOT BE PERMANENTLY FACTORY ASSEMBLED BEFORE SHIPMENT.J. HARDWARE PREPARATION: FACTORY PREPARE HOLLOW-METAL WORK TO RECEIVE TEMPLATED MORTISED HARDWARE; INCLUDE CUTOUTS, REINFORCEMENT, MORTISING, DRILLING, AND TAPPING ACCORDING TO SDI A250.6, THE DOOR HARDWARE SCHEDULE, AND TEMPLATES.K. HOLLOW-METAL FRAMES: INSTALL HOLLOW-METAL FRAMES FOR DOORS, TRANSOMS, SIDELITES, BORROWED LITES, AND OTHER OPENINGS, OF SIZE AND PROFILE INDICATED. COMPLY WITH SDI A250.11 AND NFPA 80 AT FIRE RATED OPENINGS.L. HOLLOW-METAL DOORS: FIT AND ADJUST HOLLOW-METAL DOORS ACCURATELY IN FRAMES. COMPLY WITH ANSI/SDI A250.8.

1. FIRE-RATED DOORS: INSTALL DOORS WITH CLEARANCES ACCORDING TO NFPA 80.M. FINAL ADJUSTMENTS: CHECK AND READJUST OPERATING HARDWARE ITEMS IMMEDIATELY BEFORE FINAL INSPECTION. LEAVE WORK IN COMPLETE AND PROPER OPERATING CONDITION. REMOVE AND REPLACE DEFECTIVE WORK, INCLUDING HOLLOW METAL WORK THAT IS WARPED, BOWED, OR OTHERWISE UNACCEPTABLE.N. PRIME-COAT TOUCHUP: IMMEDIATELY AFTER ERECTION, SAND SMOOTH RUSTED OR DAMAGED AREAS OF PRIME COAT AND APPLY TOUCHUP OF COMPATIBLE AIR-DRYING, RUST-INHIBITIVE PRIMER.

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1.10 SECTION 081416 - FLUSH WOOD DOORS

A. WDMA I.S.1-A PERFORMANCE GRADE: HEAVY DUTY UNLESS OTHERWISE INDICATED.B. INTERIOR SOLID-CORE DOORS FOR OPAQUE FINISH:

1. FACES: MDO.2. CORE: EITHER GLUED WOOD STAVE OR STRUCTURAL COMPOSITE LUMBER.3. CONSTRUCTION: FIVE PLIES, BONDED.

C. LIGHT-OPENING FRAMES: WOOD BEADS. D. FACTORY FIT DOORS TO SUIT FRAME-OPENING SIZES INDICATED.E. FACTORY MACHINE DOORS FOR HARDWARE THAT IS NOT SURFACE APPLIED.F. FACTORY PRIMING

1. DOORS FOR OPAQUE FINISH: FACTORY PRIME FACES, ALL FOUR EDGES, EDGES OF CUTOUTS, AND MORTISES WITH ONE COAT OF WOOD PRIMER SPECIFIED IN SECTION 099100" PAINTING."

G. INSTALLATION INSTRUCTIONS: INSTALL DOORS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND REFERENCED QUALITY STANDARD, AND AS INDICATED.RETAIN FIRST SUBPARAGRAPH BELOW FOR FIRE-RATED DOORS.H. OPERATION: REHANG OR REPLACE DOORS THAT DO NOT SWING OR OPERATE FREELY.I. FINISHED DOORS: REPLACE DOORS THAT ARE DAMAGED OR THAT DO NOT COMPLY WITH REQUIREMENTS. DOORS MAY BE REPAIRED OR REFINISHED IF WORK COMPLIES WITH REQUIREMENTS AND SHOWS NO EVIDENCE OF REPAIR OR REFINISHING.

1.11 SECTION 083113 - ACCESS DOORS AND FRAMES

A. FLUSH ACCESS DOORS WITH EXPOSED FLANGES:REVISE "DESCRIPTION" SUBPARAGRAPH BELOW TO INCLUDE OPTIONAL FEATURES OR CONSTRUCTION SUCH AS GASKETING, DOUBLE-LEAF DOORS, PIANO HINGES, LOUVERS, MASONRY ANCHORS, AND REMOVABLE DOORS. CONSULT MANUFACTURERS FOR AVAILABILITY.

1. DESCRIPTION: FACE OF DOOR FLUSH WITH FRAME, WITH EXPOSED FLANGE AND CONCEALED HINGE.2. LOCATIONS: WALL.3. DOOR SIZE: MINIMUM 30 BY 30 INCHES AND AS REQUIRED TO ACCESS AND SERVICE HIDDEN COMPONENT.

RETAIN "UNCOATED STEEL SHEET FOR DOOR," "METALLIC-COATED STEEL SHEET FOR DOOR," OR "STAINLESS-STEEL SHEET FOR DOOR" SUBPARAGRAPH BELOW. BECAUSE GAGE THICKNESS IS NOT DEFINED BY INDUSTRY STANDARDS, DECIMAL THICKNESS MUST BE INDICATED. THICKNESSES SHOWN ARE EXAMPLES ONLY; REVISE TO SUIT PROJECT.

4. UNCOATED STEEL SHEET FOR DOOR: NOMINAL 0.060 INCH, 16 GAGE, FACTORY PRIMED.5. FRAME MATERIAL: SAME MATERIAL, THICKNESS, AND FINISH AS DOOR.

REVISE "LATCH AND LOCK" SUBPARAGRAPH BELOW FOR OTHER HARDWARE OFFERED BY SOME MANUFACTURERS; OPTIONS INCLUDE COMMONLY AVAILABLE CHOICES.6. LATCH AND LOCK: LATCH BOLT, KEY OPERATED WITH INTERIOR RELEASE.

B. RECESSED ACCESS DOORS WITH CONCEALED FLANGES:REVISE "DESCRIPTION" SUBPARAGRAPH BELOW TO INCLUDE OPTIONAL FEATURES OR CONSTRUCTION SUCH AS GASKETING, DOUBLE-LEAF DOORS, PIANO HINGES, LOUVERS, MASONRY ANCHORS, AND REMOVABLE DOORS. CONSULT MANUFACTURERS FOR AVAILABILITY.

1. DESCRIPTION: DOOR FACE RECESSED 5/8 INCH FOR GYPSUM BOARD INFILL; WITH CONCEALED FLANGE FOR GYPSUM BOARD INSTALLATION AND CONCEALED HINGE.2. LOCATIONS: CEILING.3. DOOR SIZE: MINIMUM 30 BY 30 INCHES AND AS REQUIRED TO ACCESS AND SERVICE HIDDEN COMPONENT.

RETAIN "UNCOATED STEEL SHEET FOR DOOR," "METALLIC-COATED STEEL SHEET FOR DOOR," OR "STAINLESS-STEEL SHEET FOR DOOR" SUBPARAGRAPH BELOW. BECAUSE GAGE THICKNESS IS NOT DEFINED BY INDUSTRY STANDARDS, DECIMAL THICKNESS MUST BE INDICATED. THICKNESSES SHOWN ARE EXAMPLES ONLY; REVISE TO SUIT PROJECT.

4. UNCOATED STEEL SHEET FOR DOOR: NOMINAL 0.060 INCH, 16 GAGE, FACTORY PRIMED.REVISE "LATCH AND LOCK" SUBPARAGRAPH BELOW FOR OTHER HARDWARE OFFERED BY SOME MANUFACTURERS; OPTIONS INCLUDE COMMONLY AVAILABLE CHOICES.

5. LATCH AND LOCK: LATCH BOLT, KEY OPERATED WITH INTERIOR RELEASE.C. MATERIALS

1. STEEL PLATES, SHAPES, AND BARS: ASTM A 36/A 36M.2. STEEL SHEET: UNCOATED OR ELECTROLYTIC ZINC COATED, ASTM A 879/A 879M, WITH COLD-ROLLED STEEL SHEET SUBSTRATE COMPLYING WITH ASTM A 1008/A 1008M, COMMERCIAL STEEL (CS), EXPOSED.3. FRAME ANCHORS: SAME MATERIAL AS DOOR FACE.4. INSERTS, BOLTS, AND ANCHOR FASTENERS: HOT-DIP GALVANIZED STEEL ACCORDING TO ASTM A 153/A 153M OR ASTM F 2329.

D. GENERAL: PROVIDE ACCESS DOOR AND FRAME ASSEMBLIES MANUFACTURED AS INTEGRAL UNITS READY FOR INSTALLATION.E. METAL SURFACES: FOR METAL SURFACES EXPOSED TO VIEW IN THE COMPLETED WORK, PROVIDE MATERIALS WITH SMOOTH, FLAT SURFACES WITHOUT BLEMISHES. DO NOT USE MATERIALS WITH EXPOSED PITTING, SEAM MARKS, ROLLER MARKS, ROLLED TRADE NAMES, OR ROUGHNESS.F. DOORS AND FRAMES: GRIND EXPOSED WELDS SMOOTH AND FLUSH WITH ADJACENT SURFACES. FURNISH MOUNTING HOLES, ATTACHMENT DEVICES AND FASTENERS OF TYPE REQUIRED TO SECURE ACCESS DOORS TO TYPES OF SUPPORTS INDICATED.G. RECESSED ACCESS DOORS: FORM FACE OF PANEL TO PROVIDE RECESS FOR APPLICATION OF APPLIED FINISH. REINFORCE PANEL AS REQUIRED TO PREVENT BUCKLING. PROVIDE ACCESS SLEEVES FOR EACH LATCH OPERATOR AND INSTALL IN HOLES CUT THROUGH FINISH.H. FINISH:

1. FACTORY PRIMED: APPLY MANUFACTURER'S STANDARD, LEAD- AND CHROMATE-FREE, UNIVERSAL PRIMER IMMEDIATELY AFTER SURFACE PREPARATION AND PRETREATMENT.

I. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING ACCESS DOORS AND FRAMES.J. ADJUST DOORS AND HARDWARE, AFTER INSTALLATION, FOR PROPER OPERATION.

1.12 SECTION 084113 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

A. SECTION INCLUDES INTERIOR STOREFRONT AND ENTRANCES.B. DELEGATED DESIGN: CONTRACTOR TO DESIGN ALUMINUM-FRAMED SYSTEMS.C. WARRANTY:

1. SPECIAL WARRANTY: MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS OF ALUMINUM-FRAMED ENTRANCES THAT DO NOT COMPLY WITH REQUIREMENTS OR THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN TWO YEARS FROM DATE OF SUBSTANTIAL COMPLETION.2. SPECIAL FINISH WARRANTY: STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR FINISHES OR REPLACE ALUMINUM THAT SHOWS EVIDENCE OF DETERIORATION OF FACTORY-APPLIED FINISHES WITHIN TEN YEARS FROM DATE OF SUBSTANTIAL COMPLETION.

D. FRAMING MEMBERS: MANUFACTURER'S EXTRUDED- OR FORMED-ALUMINUM FRAMING MEMBERS OF THICKNESS REQUIRED AND REINFORCED AS REQUIRED TO SUPPORT IMPOSED LOADS.

1. CONSTRUCTION: NONTHERMAL.2. GLAZING SYSTEM: RETAINED MECHANICALLY WITH GASKETS ON FOUR SIDES.3. FINISH: BAKED-ENAMEL OR POWDER-COAT FINISH.4. FABRICATION METHOD: FIELD-FABRICATED STICK SYSTEM.

E. ENTRANCE DOOR SYSTEMS1. DOOR CONSTRUCTION: 1-3/4-INCH OVERALL THICKNESS, WITH MINIMUM 0.125-INCH- THICK, EXTRUDED-ALUMINUM TUBULAR RAIL AND STILE MEMBERS. MECHANICALLY FASTEN CORNERS WITH REINFORCING BRACKETS THAT ARE DEEPLY PENETRATED AND FILLET WELDED OR THAT INCORPORATE CONCEALED TIE RODS.2. DOOR DESIGN: WIDE STILE; 5-INCH NOMINAL WIDTH.3. FRAMING MEMBERS: MANUFACTURER'S STANDARD EXTRUDED ALUMINUM, MINIMUM 0.125 INCH THICK AND REINFORCED AS REQUIRED TO SUPPORT IMPOSED LOADS.

F. BACKER PLATES: MANUFACTURER'S STANDARD, CONTINUOUS BACKER PLATES FOR FRAMING MEMBERS, IF NOT INTEGRAL, WHERE FRAMING ABUTS ADJACENT CONSTRUCTION.G. BRACKETS AND REINFORCEMENTS: MANUFACTURER'S STANDARD HIGH-STRENGTH ALUMINUM WITH NONSTAINING, NONFERROUS SHIMS FOR ALIGNING SYSTEM COMPONENTS.H. ALUMINUM: ALLOY AND TEMPER RECOMMENDED BY MANUFACTURER FOR TYPE OF USE AND FINISH INDICATED.I. ENTRANCE DOOR HARDWARE: AS INDICATED IN DOOR SCHEDULE.J. GLAZING: COMPLY WITH SECTION 088000 "GLAZING."K. ALUMINUM FINISHES:

1. BAKED-ENAMEL OR POWDER-COAT FINISH: AAMA 2603 EXCEPT WITH A MINIMUM DRY FILM THICKNESS OF 1.5 MILS (0.04 MM).2. COLOR AND GLOSS: AS INDICATED IN FINISH SCHEDULE.

L. INSTALLATION:1. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.2. DO NOT INSTALL DAMAGED COMPONENTS.3. FIT JOINTS TO PRODUCE HAIRLINE JOINTS FREE OF BURRS AND DISTORTION.4. RIGIDLY SECURE NONMOVEMENT JOINTS.5. INSTALL ANCHORS WITH SEPARATORS AND ISOLATORS TO PREVENT METAL CORROSION AND ELECTROLYTIC DETERIORATION AND TO PREVENT IMPEDING MOVEMENT OF MOVING JOINTS.6. SEAL PERIMETER AND OTHER JOINTS WATERTIGHT UNLESS OTHERWISE INDICATED.7. METAL PROTECTION:

1. WHERE ALUMINUM IS IN CONTACT WITH DISSIMILAR METALS, PROTECT AGAINST GALVANIC ACTION BY PAINTING CONTACT SURFACES WITH MATERIALS RECOMMENDED BY MANUFACTURER FOR THIS PURPOSE OR INSTALLING NONCONDUCTIVE SPACERS.2. WHERE ALUMINUM IS IN CONTACT WITH CONCRETE OR MASONRY, PROTECT AGAINST CORROSION BY PAINTING CONTACT SURFACES WITH BITUMINOUS PAINT.

8. ENTRANCE DOORS: INSTALL DOORS TO PRODUCE SMOOTH OPERATION AND TIGHT FIT AT CONTACT POINTS.INDICATE ENTRANCE DOOR HARDWARE MOUNTING HEIGHTS ON DRAWINGS, OR INSERT THEM IN "FIELD-INSTALLED ENTRANCE DOOR HARDWARE" SUBPARAGRAPH BELOW.

9. FIELD-INSTALLED ENTRANCE DOOR HARDWARE: INSTALL SURFACE-MOUNTED ENTRANCE DOOR HARDWARE ACCORDING TO ENTRANCE DOOR HARDWARE MANUFACTURERS' WRITTEN INSTRUCTIONS USING CONCEALED FASTENERS TO GREATEST EXTENT POSSIBLE.

1.13 SECTION 087100 - DOOR HARDWARE

A. STANDARDS: ALL HARDWARE SPECIFIED HEREIN SHALL COMPLY WITH THE FOLLOWING INDUSTRY STANDARDS:1. ANSI/BHMA CERTIFIED PRODUCT STANDARDS - A156 SERIES2. UL10C – POSITIVE PRESSURE FIRE TESTS OF DOOR ASSEMBLIES

B. WARRANTY: 1. STANDARD WARRANTY PERIOD: ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS OTHERWISE INDICATED.2. SPECIAL WARRANTY PERIODS:

1. TEN YEARS FOR MORTISE LOCKS AND LATCHES.2. SEVEN YEARS FOR HEAVY DUTY CYLINDRICAL (BORED) LOCKS AND LATCHES.3. FIVE YEARS FOR EXIT HARDWARE.4. FIFTEEN YEARS FOR MANUAL SURFACE DOOR CLOSER BODIES.5. FIVE YEARS FOR MOTORIZED ELECTRIC LATCH RETRACTION EXIT DEVICES.6. TWO YEARS FOR ELECTROMECHANICAL DOOR HARDWARE.

C. MAINTENANCE SERVICE1. MAINTENANCE TOOLS AND INSTRUCTIONS: FURNISH A COMPLETE SET OF SPECIALIZED TOOLS AND MAINTENANCE INSTRUCTIONS AS NEEDED FOR OWNER'S CONTINUED ADJUSTMENT, MAINTENANCE, AND REMOVAL AND REPLACEMENT OF DOOR HARDWARE.

D. FIRE-RATED DOOR ASSEMBLIES: WHERE FIRE-RATED DOORS ARE INDICATED, PROVIDE DOOR HARDWARE COMPLYING WITH NFPA 80 THAT IS LISTED AND LABELED BY A QUALIFIED TESTING AGENCY, FOR FIRE-PROTECTION RATINGS INDICATED, BASED ON TESTING AT POSITIVE PRESSURE ACCORDING TO NFPA 252 OR UL 10C.E. SMOKE- AND DRAFT-CONTROL DOOR ASSEMBLIES: WHERE SMOKE- AND DRAFT-CONTROL DOOR ASSEMBLIES ARE REQUIRED, PROVIDE DOOR HARDWARE THAT COMPLIES WITH REQUIREMENTS OF ASSEMBLIES TESTED ACCORDING TO UL 1784 AND INSTALLED IN COMPLIANCE WITH NFPA 105.F. ELECTRIFIED DOOR HARDWARE: LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION.G. MEANS OF EGRESS DOORS: LATCHES DO NOT REQUIRE MORE THAN 15 LBF TO RELEASE THE LATCH. LOCKS DO NOT REQUIRE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE FOR OPERATION.H. ACCESSIBILITY REQUIREMENTS: FOR DOOR HARDWARE ON DOORS IN AN ACCESSIBLE ROUTE, COMPLY WITH THE DOJ'S "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN".

I. HARDWARE:1. HINGES: ANSI/BHMA A156.1 CERTIFIED BUTT HINGES WITH NUMBER OF HINGE KNUCKLES AND OTHER OPTIONS AS SPECIFIED IN THE DOOR HARDWARE SETS.

1. QUANTITY: PROVIDE THE FOLLOWING HINGE QUANTITY:1) TWO HINGES: FOR DOORS WITH HEIGHTS UP TO 60 INCHES.2) THREE HINGES: FOR DOORS WITH HEIGHTS 61 TO 90 INCHES.3) FOUR HINGES: FOR DOORS WITH HEIGHTS 91 TO 120 INCHES.4) FOR DOORS WITH HEIGHTS MORE THAN 120 INCHES, PROVIDE 4 HINGES, PLUS 1 HINGE FOR EVERY 30 INCHES OF DOOR HEIGHT GREATER THAN 120 INCHES.

2. HINGE SIZE: PROVIDE THE FOLLOWING, UNLESS OTHERWISE INDICATED, WITH HINGE WIDTHS SIZED FOR DOOR THICKNESS AND CLEARANCES REQUIRED:

1) WIDTHS UP TO 3’0”: 4-1/2” STANDARD OR HEAVY WEIGHT AS SPECIFIED.2) SIZES FROM 3’1” TO 4’0”: 5” STANDARD OR HEAVY WEIGHT AS SPECIFIED.

3. HINGE WEIGHT AND BASE MATERIAL: UNLESS OTHERWISE INDICATED, PROVIDE THE FOLLOWING:1) INTERIOR DOORS: STANDARD WEIGHT, STEEL, BALL BEARING OR OIL IMPREGNATED BEARING HINGES UNLESS HARDWARE SETS INDICATE HEAVY WEIGHT.2) HINGE OPTIONS: COMPLY WITH THE FOLLOWING:3) NON-REMOVABLE PINS: PROVIDE SET SCREW IN HINGE BARREL THAT, WHEN TIGHTENED INTO A GROOVE IN HINGE PIN, PREVENTS REMOVAL OF PIN WHILE DOOR IS CLOSED; FOR THE ALL OUT-SWINGING LOCKABLE DOORS.

4. MANUFACTURERS:1) BOMMER INDUSTRIES (BO).2) LAWRENCE BROTHERS (LA).3) MCKINNEY PRODUCTS (MK).

2. CONTINUOUS GEARED HINGES: ANSI/BHMA A156.26 GRADE 1-600 CERTIFIED CONTINUOUS GEARED HINGE. WITH MINIMUM 0.120-INCH THICK EXTRUDED 6060 T6 ALUMINUM ALLOY HINGE LEAVES AND A MINIMUM OVERALL WIDTH OF 4 INCHES. HINGES ARE NON-HANDED, REVERSIBLE AND FABRICATED TO TEMPLATE SCREW LOCATIONS. FACTORY TRIM HINGES TO SUIT DOOR HEIGHT AND PREPARE FOR ELECTRICAL CUT-OUTS.

1. MANUFACTURERS:1) MARKAR PRODUCTS (MR).2) MCKINNEY PRODUCTS (MK).3) PEMKO PRODUCTS (PE).

3. POWER TRANSFER DEVICES1. ELECTRIFIED QUICK CONNECT TRANSFER HINGES: PROVIDE ELECTRIFIED TRANSFER HINGES WITH MOLEX™ STANDARDIZED PLUG CONNECTORS AND SUFFICIENT NUMBER OF CONCEALED WIRES (UP TO 12) TO ACCOMMODATE THE ELECTRIFIED FUNCTIONS SPECIFIED IN THE DOOR HARDWARE SETS. CONNECTORS PLUG DIRECTLY TO THROUGH-DOOR WIRING HARNESSES FOR CONNECTION TO ELECTRIC LOCKING DEVICES AND POWER SUPPLIES. WIRE NUT CONNECTIONS ARE NOT ACCEPTABLE.

1) MANUFACTURERS:a) BOMMER INDUSTRIES (BO) – (# WIRES) OPTION.b) LAWRENCE BROTHERS (LA) – (# WIRES) OPTION.c) MCKINNEY PRODUCTS (MK) - QC (# WIRES) OPTION.

2. CONCEALED QUICK CONNECT ELECTRIC POWER TRANSFERS: PROVIDE CONCEALED WIRING PATHWAY HOUSING MORTISED INTO THE DOOR AND FRAME FOR LOW VOLTAGE ELECTRIFIED DOOR HARDWARE. FURNISH WITH MOLEX™ STANDARDIZED PLUG CONNECTORS AND SUFFICIENT NUMBER OF CONCEALED WIRES (UP TO 12) TO ACCOMMODATE THE ELECTRIFIED FUNCTIONS SPECIFIED IN THE DOOR HARDWARE SETS. CONNECTORS PLUG DIRECTLY TO THROUGH-DOOR WIRING HARNESSES FOR CONNECTION TO ELECTRIC LOCKING DEVICES AND POWER SUPPLIES. WIRE NUT CONNECTIONS ARE NOT ACCEPTABLE.

1) MANUFACTURERS:a) ARCHITECTURAL BUILDERS HARDWARE (AH) - PT1000-EZ SERIES.b) PEMKO PRODUCTS (PE) - EL-CEPT SERIES.c) SECURITRON (SU) - EL-CEPT SERIES.

3. ELECTRIC DOOR WIRE HARNESSES: PROVIDE ELECTRIC/DATA TRANSFER WIRING HARNESSES WITH STANDARDIZED PLUG CONNECTORS TO ACCOMMODATE UP TO TWELVE (12) WIRES. CONNECTORS PLUG DIRECTLY TO THROUGH-DOOR WIRING HARNESSES FOR CONNECTION TO ELECTRIC LOCKING DEVICES AND POWER SUPPLIES. PROVIDE SUFFICIENT NUMBER AND TYPE OF CONCEALED WIRES TO ACCOMMODATE ELECTRIC FUNCTION OFSPECIFIED HARDWARE. PROVIDE A CONNECTOR FOR THROUGH-DOOR ELECTRONIC LOCKING DEVICES AND FROM HINGE TO JUNCTION BOX ABOVE THE OPENING. WIRE NUT CONNECTIONS ARE NOT ACCEPTABLE. DETERMINE THE LENGTH REQUIRED FOR EACH ELECTRIFIED HARDWARE COMPONENT FOR THE DOOR TYPE, SIZE AND CONSTRUCTION, MINIMUM OF TWO PER ELECTRIFIED OPENING.

1) PROVIDE ONE EACH OF THE FOLLOWING TOOLS AS PART OF THE BASE BID CONTRACT:a) MCKINNEY PRODUCTS (MK) - ELECTRICAL CONNECTING KIT: QC-R001.b) MCKINNEY PRODUCTS (MK) - CONNECTOR HAND TOOL: QC-R003.

2) MANUFACTURERS:a) MCKINNEY PRODUCTS (MK) - QC-C SERIES.

4. CYLINDERS AND KEYING1. GENERAL: CYLINDER MANUFACTURER TO HAVE MINIMUM (10) YEARS EXPERIENCE DESIGNING SECURED MASTER KEY SYSTEMS AND HAVE ON RECORD A PUBLISHED SECURITY KEYING SYSTEM POLICY.2. SOURCE LIMITATIONS: OBTAIN EACH TYPE OF PERMANENT KEYED CYLINDER AND KEYS FROM THE SAME SOURCE MANUFACTURER AS LOCKSETS AND EXIT DEVICES, UNLESS OTHERWISE INDICATED.3. CYLINDERS: ORIGINAL MANUFACTURER CYLINDERS COMPLYING WITH THE FOLLOWING:

1) MORTISE TYPE: THREADED CYLINDERS WITH RINGS AND CAMS TO SUIT HARDWARE APPLICATION.2) RIM TYPE: CYLINDERS WITH BACK PLATE, FLAT-TYPE VERTICAL OR HORIZONTAL TAILPIECE, AND RAISED TRIM RING.3) BORED-LOCK TYPE: CYLINDERS WITH TAILPIECES TO SUIT LOCKS.4) MORTISE AND RIM CYLINDER COLLARS TO BE SOLID AND RECESSED TO ALLOW THE CYLINDER FACE TO BE FLUSH AND BE FREE SPINNING WITH MATCHING FINISHES.5) KEYWAY: MATCH FACILITY STANDARD.

4. PERMANENT CORES: MANUFACTURER'S STANDARD; FINISH FACE TO MATCH LOCKSET; COMPLYING WITH THE FOLLOWING:1) REMOVABLE CORES: CORE INSERT, REMOVABLE BY USE OF A SPECIAL KEY, AND FOR USE WITH ONLY THE CORE MANUFACTURER'S CYLINDER AND DOOR HARDWARE. PROVIDE REMOVABLE CORE (SMALL OR LARGE FORMAT) AS SPECIFIED IN HARDWARE SETS.

5. KEYING SYSTEM: EACH TYPE OF LOCK AND CYLINDERS TO BE FACTORY KEYED. 1) CONDUCT SPECIFIED "KEYING CONFERENCE" TO DEFINE AND DOCUMENT KEYING SYSTEM INSTRUCTIONS AND REQUIREMENTS. 2) FURNISH FACTORY CUT, NICKEL-SILVER LARGE BOW PERMANENTLY INSCRIBED WITH A VISUAL KEY CONTROL NUMBER AS DIRECTED BY OWNER.3) EXISTING SYSTEM: KEY LOCKS TO OWNER'S EXISTING GMS LOCK CYLINDERS KEY SYSTEM.

6. KEY QUANTITY: PROVIDE THE FOLLOWING MINIMUM NUMBER OF KEYS:1) CHANGE KEYS PER CYLINDER: THREE (3) EACH.2) MASTER KEYS (PER MASTER KEY LEVEL/GROUP): FIVE (5) EACH.3) CONSTRUCTION KEYS: TEN (10) EACH.4) CONSTRUCTION CONTROL KEYS: TWO (2) EACH.5) PERMANENT CONTROL KEYS: TWO (2) EACH.

7. CONSTRUCTION KEYING: PROVIDE TEMPORARY KEYED BRASS CONSTRUCTION CORES.8. KEY REGISTRATION LIST (BITTING LIST):

1) PROVIDE KEYING TRANSCRIPT LIST TO OWNER'S REPRESENTATIVE IN THE PROPER FORMAT FOR IMPORTING INTO KEY CONTROL SOFTWARE.2) PROVIDE TRANSCRIPT LIST IN WRITING OR ELECTRONIC FILE AS DIRECTED BY THE OWNER.

9. KEY CONTROL CABINET: PROVIDE A KEY CONTROL SYSTEM INCLUDING ENVELOPES, LABELS, AND TAGS WITH SELF-LOCKING KEY CLIPS, RECEIPT FORMS, 3-WAY VISIBLE CARD INDEX, TEMPORARY MARKERS, PERMANENT MARKERS, AND STANDARD METAL CABINET. KEY CONTROL CABINET SHALL HAVE EXPANSION CAPACITY OF 150% OF THE NUMBER OF LOCKS REQUIRED FOR THE PROJECT.

1) MANUFACTURERS:a) LUND EQUIPMENT (LU).b) MMF INDUSTRIES (MM).c) TELKEE (TK).

10. KEY CONTROL SOFTWARE: PROVIDE ONE NETWORK VERSION OF "KEY WIZARD" BRANDED KEY MANAGEMENT SOFTWARE PACKAGE THAT INCLUDES ONE YEAR OF TECHNICAL SUPPORT AND UPGRADES TO SOFTWARE AT NO CHARGE. PROVIDE FACTORY KEY SYSTEM FORMATTED FOR IMPORTING INTO “KEY WIZARD” SOFTWARE.

5. MECHANICAL LOCKS AND LATCHING DEVICES1. MORTISE LOCKSETS, GRADE 1 (HEAVY DUTY): ANSI/BHMA A156.13, SERIES 1000, OPERATIONAL GRADE 1 CERTIFIED. LOCKSETS ARE TO BE MANUFACTURED WITH A CORROSION RESISTANT STEEL CASE AND BE FIELD-REVERSIBLE FOR HANDING WITHOUT DISASSEMBLY OF THE LOCK BODY.

1) MANUFACTURERS:a) CORBIN RUSSWIN HARDWARE (RU) - ML2000 SERIES.b) SARGENT MANUFACTURING (SA) - 8200 SERIES.c) YALE LOCKS AND HARDWARE (YA) - 8800FL SERIES.

2. CYLINDRICAL LOCKSETS, GRADE 1 (HEAVY DUTY): ANSI/BHMA A156.2, SERIES 4000, GRADE 1 CERTIFIED.1) FURNISH WITH SOLID CAST LEVERS, STANDARD 2 3/4” BACKSET, AND 1/2" (3/4" AT RATED PAIRED OPENINGS) THROW BRASS OR STAINLESS STEEL LATCHBOLT.2) LOCKS ARE TO BE NON-HANDED AND FULLY FIELD REVERSIBLE.3) MANUFACTURERS:

a) CORBIN RUSSWIN HARDWARE (RU) - CL3300 SERIES.b) SARGENT MANUFACTURING (SA) - 10 LINE.c) YALE LOCKS AND HARDWARE (YA) - 5400LN SERIES.

3. KNURLING: WHERE REQUIRED BY LOCAL CODE PROVIDE KNURLING OR ABRASIVE COATING TO ALL LEVERS ON DOORS LEADING TO HAZARDOUS AREAS SUCH AS MECHANICAL ROOMS, BOILER AND FURNACE ROOMS, JANITOR CLOSETS, AND AS OTHERWISE REQUIRED OR SPECIFIED.

6. ELECTROMECHANICAL LOCKING DEVICES1. ELECTROMECHANICAL CYLINDRICAL LOCKSETS, GRADE 1 (HEAVY DUTY): SUBJECT TO SAME COMPLIANCE STANDARDS AND REQUIREMENTS AS MECHANICAL CYLINDRICAL LOCKSETS, ELECTRIFIED LOCKSETS TO BE OF TYPE AND DESIGN AS SPECIFIED BELOW.

1) ELECTRIFIED LOCK OPTIONS: WHERE INDICATED IN THE HARDWARE SETS, PROVIDE ELECTRIFIED OPTIONS INCLUDING: OUTSIDE DOOR LOCK/UNLOCK TRIM CONTROL, LATCHBOLT AND LOCK/UNLOCK STATUS MONITORING, AND REQUEST-TO-EXIT SIGNALING. UNLESS OTHERWISE INDICATED, PROVIDE ELECTRIFIED LOCKSETS STANDARD AS FAIL SECURE. 2) MANUFACTURERS:

a) CORBIN RUSSWIN HARDWARE (RU) - CL33900 SERIES.b) SARGENT MANUFACTURING (SA) - 10G70/71 SERIES.c) YALE LOCKS AND HARDWARE (YA) - 5490LN SERIES.

7. LOCK AND LATCH STRIKES1. STRIKES: PROVIDE MANUFACTURER'S STANDARD STRIKE WITH STRIKE BOX FOR EACH LATCH OR LOCK BOLT, WITH CURVED LIP EXTENDED TO PROTECT FRAME, FINISHED TO MATCH DOOR HARDWARE SET, UNLESS OTHERWISE INDICATED, AND AS FOLLOWS:

1) FLAT-LIP STRIKES: FOR LOCKS WITH THREE-PIECE ANTIFRICTION LATCHBOLTS, AS RECOMMENDED BY MANUFACTURER.2) EXTRA-LONG-LIP STRIKES: FOR LOCKS USED ON FRAMES WITH APPLIED WOOD CASING TRIM.3) ALUMINUM-FRAME STRIKE BOX: PROVIDE MANUFACTURER'S SPECIAL STRIKE BOX FABRICATED FOR ALUMINUM FRAMING.

2. STANDARDS: COMPLY WITH THE FOLLOWING:1) STRIKES FOR MORTISE LOCKS AND LATCHES: BHMA A156.13.2) STRIKES FOR BORED LOCKS AND LATCHES: BHMA A156.2.3) DUSTPROOF STRIKES: BHMA A156.16.

8. CONVENTIONAL EXIT DEVICES1. GENERAL REQUIREMENTS: ALL EXIT DEVICES SPECIFIED HEREIN SHALL MEET OR EXCEED THE FOLLOWING CRITERIA:

1) AT DOORS NOT REQUIRING A FIRE RATING, PROVIDE DEVICES COMPLYING WITH NFPA 101 AND LISTED AND LABELED FOR "PANIC HARDWARE" ACCORDING TO UL305. PROVIDE PROPER FASTENERS AS REQUIRED BY MANUFACTURER INCLUDING SEX NUTS AND BOLTS AT OPENINGS SPECIFIED IN THE HARDWARE SETS.2) WHERE EXIT DEVICES ARE REQUIRED ON FIRE RATED DOORS, PROVIDE DEVICES COMPLYING WITH NFPA 80 AND WITH UL LABELING INDICATING "FIRE EXIT HARDWARE". PROVIDE DEVICES WITH THE PROPER FASTENERS FOR INSTALLATION AS TESTED AND LISTED BY UL. CONSULT MANUFACTURER’S CATALOG AND TEMPLATE BOOK FOR SPECIFIC REQUIREMENTS.3) EXCEPT ON FIRE RATED DOORS, PROVIDE EXIT DEVICES WITH HEX KEY DOGGING DEVICE TO HOLD THE PUSHBAR AND LATCH IN A RETRACTED POSITION. PROVIDE OPTIONAL KEYED CYLINDER DOGGING ON DEVICES WHERE SPECIFIED IN HARDWARE SETS.4) DEVICES MUST FIT FLAT AGAINST THE DOOR FACE WITH NO GAP THAT PERMITS UNAUTHORIZED DOGGING OF THE PUSH BAR. THE ADDITION OF FILLER STRIPS IS REQUIRED IN ANY CASE WHERE THE DOOR LIGHT EXTENDS BEHIND THE DEVICE AS IN A FULL GLASS CONFIGURATION.5) FLUSH END CAPS: PROVIDE FLUSH END CAPS MADE OF ARCHITECTURAL METAL IN THE SAME FINISH AS THE DEVICES AS IN THE HARDWARE SETS. PLASTIC END CAPS WILL NOT BE ACCEPTABLE.6) ELECTROMECHANICAL OPTIONS: SUBJECT TO SAME COMPLIANCE STANDARDS AND REQUIREMENTS AS MECHANICAL EXIT DEVICES, ELECTRIFIED DEVICES TO BE OF TYPE AND DESIGN AS SPECIFIED IN HARDWARE SETS. INCLUDE ANY SPECIFIC CONTROLLERS WHEN CONVENTIONAL POWER SUPPLIES ARE NOT SUFFICIENT TO PROVIDE THE PROPER INRUSH CURRENT.7) MOTORIZED ELECTRIC LATCH RETRACTION: DEVICES WITH AN ELECTRIC LATCH RETRACTION FEATURE MUST USE MOTORS WHICH HAVE A MAXIMUM CURRENT DRAW OF 600MA. SOLENOID DRIVEN LATCH RETRACTION IS NOT ACCEPTABLE.8) LEVER OPERATING TRIM: WHERE EXIT DEVICES REQUIRE LEVER TRIM, FURNISH MANUFACTURER'S HEAVY DUTY ESCUTCHEON TRIM WITH THREADED STUDS FOR THRU-BOLTS. 9) LOCK TRIM DESIGN: AS INDICATED IN HARDWARE SETS, PROVIDE FINISHES AND DESIGNS TO MATCH THAT OF THE SPECIFIED LOCKSETS. 10) WHERE FUNCTION OF EXIT DEVICE REQUIRES A CYLINDER, PROVIDE A CYLINDER (RIM OR MORTISE) AS SPECIFIED IN HARDWARE SETS.11) VERTICAL ROD EXIT DEVICES: WHERE SURFACE OR CONCEALED VERTICAL ROD EXIT DEVICES ARE USED AT INTERIOR OPENINGS, PROVIDE AS LESS BOTTOM ROD (LBR) UNLESS OTHERWISE INDICATED. PROVIDE DUST PROOF STRIKES WHERE THERMAL PINS ARE REQUIRED TO PROJECT INTO THE FLOOR.12) NARROW STILE APPLICATIONS: AT DOORS CONSTRUCTED WITH NARROW STILES, OR AS SPECIFIED IN HARDWARE SETS, PROVIDE DEVICES DESIGNED FOR MAXIMUM 2” WIDE STILES.13) DUMMY PUSH BAR: NONFUNCTIONING PUSH BAR MATCHING FUNCTIONAL PUSH BAR.14) EXTENDED CYCLE TEST: DEVICES TO HAVE BEEN CYCLE TESTED IN ORDINANCE WITH ANSI/BHMA 156.3 REQUIREMENTS TO 9 MILLION CYCLES.15) RAIL SIZING: PROVIDE EXIT DEVICE RAILS FACTORY SIZED FOR PROPER DOOR WIDTH APPLICATION. 16) THROUGH BOLT INSTALLATION: FOR EXIT DEVICES AND TRIM AS INDICATED IN DOOR HARDWARE SETS.

2. CONVENTIONAL PUSH RAIL EXIT DEVICES (HEAVY DUTY): ANSI/BHMA A156.3, GRADE 1 CERTIFIED PANIC AND FIRE EXIT HARDWARE DEVICES FURNISHED IN THE FUNCTIONS SPECIFIED IN THE HARDWARE SETS. EXIT DEVICE LATCH TO BE STAINLESS STEEL, PULLMAN TYPE, WITH DEADLOCK FEATURE.

1) MANUFACTURERS:a) CORBIN RUSSWIN HARDWARE (RU) - ED5000 SERIES.b) SARGENT MANUFACTURING (SA) - 80 SERIES.c) YALE LOCKS AND HARDWARE (YA) - 7000 SERIES.

9. DOOR CLOSERS1. ALL DOOR CLOSERS SPECIFIED HEREIN SHALL MEET OR EXCEED THE FOLLOWING CRITERIA:

1) GENERAL: DOOR CLOSERS TO BE FROM ONE MANUFACTURER, MATCHING IN DESIGN AND STYLE, WITH THE SAME TYPE DOOR PREPARATIONS AND TEMPLATES REGARDLESS OF APPLICATION OR SPRING SIZE. CLOSERS TO BE NON-HANDED WITH FULL SIZED COVERS INCLUDING INSTALLATION AND ADJUSTING INFORMATION ON INSIDE OF COVER.2) STANDARDS: CLOSERS TO COMPLY WITH UL-10C FOR POSITIVE PRESSURE FIRE TEST AND BE U.L. LISTED FOR USE OF FIRE RATED DOORS.3) CYCLE TESTING: PROVIDE CLOSERS WHICH HAVE SURPASSED 15 MILLION CYCLES IN A TEST WITNESSED AND VERIFIED BY UL.4) SIZE OF UNITS: COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR SIZING OF DOOR CLOSERS DEPENDING ON SIZE OF DOOR, EXPOSURE TO WEATHER, AND ANTICIPATED FREQUENCY OF USE. WHERE CLOSERS ARE INDICATED FOR DOORS REQUIRED TO BE ACCESSIBLE TO THE PHYSICALLY HANDICAPPED, PROVIDE UNITS COMPLYING WITH ANSI ICC/A117.1.5) CLOSER ARMS: PROVIDE HEAVY DUTY, FORGED STEEL CLOSER ARMS UNLESS OTHERWISE INDICATED IN HARDWARE SETS.6) CLOSERS SHALL NOT BE INSTALLED ON EXTERIOR OR CORRIDOR SIDE OF DOORS; WHERE POSSIBLE INSTALL CLOSERS ON DOOR FOR OPTIMUM AESTHETICS. 7) CLOSER ACCESSORIES: PROVIDE DOOR CLOSER ACCESSORIES INCLUDING CUSTOM TEMPLATES, SPECIAL MOUNTING BRACKETS, SPACERS AND DROP PLATES AS REQUIRED FOR PROPER INSTALLATION. PROVIDE THROUGH-BOLT AND SECURITY TYPE FASTENERS AS SPECIFIED IN THE HARDWARE SETS.

2. EXTERIOR DOOR CLOSERS, SURFACE MOUNTED (HEAVY DUTY): ANSI/BHMA A156.4, GRADE 1 SURFACE MOUNTED, HEAVY DUTY DOOR CLOSERS WITH COMPLETE SPRING POWER ADJUSTMENT, SIZES 1 THRU 6; AND FULLY OPERATIONAL ADJUSTABLE ACCORDING TO DOOR SIZE, FREQUENCY OF USE, AND OPENING FORCE. CLOSERS TO BE RACK AND PINION TYPE, ONE PIECE CAST IRON OR ALUMINUM ALLOY BODY CONSTRUCTION, WITH ADJUSTABLE BACKCHECK AND SEPARATE NON-CRITICAL VALVES FOR CLOSING SWEEP AND LATCH SPEED CONTROL. PROVIDE NON-HANDED UNITS STANDARD.

1) MANUFACTURERS:a) NORTON DOOR CONTROLS (NO) - 7500 SERIES.b) TO MEET OWNERS REQUIREMENTS.

3. INTERIOR DOOR CLOSERS, SURFACE MOUNTED (CAM ACTION): ANSI/BHMA 156.4, GRADE 1 CERTIFIED SURFACE MOUNTED, HIGH EFFICIENCY DOORCLOSERS WITH COMPLETE SPRING POWER ADJUSTMENT, SIZES 1 THRU 6; AND FULLY OPERATIONAL ADJUSTABLE ACCORDING TO DOOR SIZE, FREQUENCY OF USE, AND OPENING FORCE. CLOSERS TO BE OF THE CAM AND ROLLER DESIGN, ONE PIECE CAST ALUMINUM SILICON ALLOY BODY WITH ADJUSTABLE BACKCHECK AND INDEPENDENTLY CONTROLLED VALVES FOR CLOSING SWEEP AND LATCH SPEED.

1) MANUFACTURERS:a) NORTON DOOR CONTROLS (NO) - 2800ST SERIES.b) TO MEET OWNERS REQUIREMENTS.

4. INTERIOR DOOR CLOSERS, SURFACE MOUNTED (UTILITY GRADE): ANSI/BHMA 156.4, GRADE 1 CERTIFIED SURFACE MOUNTED, UTILITY GRADE DOOR CLOSERS WITH COMPLETE SPRING POWER ADJUSTMENT, SIZES 1 THRU 6. CLOSERS TO BE RACK AND PINION TYPE, CAST ALUMINUM CASE CONSTRUCTION, WITH ADJUSTABLE BACKCHECK, CLOSING SWEEP, AND LATCH SPEED CONTROL VALVES. PROVIDE CLOSER STANDARD PACKED FOR REGULAR, TOP-JAMB, AND PARALLEL ARM TYPE MOUNTING APPLICATIONS.

1) MANUFACTURERS:a) NORTON DOOR CONTROLS (NO) - 1601 SERIES.b) TO MEET OWNERS REQUIREMENTS.

10. AUTOMATIC DOOR OPERATORS1. GENERAL: PROVIDE LOW ENERGY OPERATORS OF SIZE RECOMMENDED BY MANUFACTURER FOR DOOR SIZE, WEIGHT, AND MOVEMENT; FOR CONDITION OF EXPOSURE; AND FOR COMPLIANCE WITH UL 325. COORDINATE OPERATOR MECHANISMS WITH DOOR OPERATION, HINGES, AND ACTIVATION DEVICES.

1) FIRE-RATED DOORS: PROVIDE DOOR OPERATORS FOR FIRE-RATED DOOR ASSEMBLIES THAT COMPLY WITH NFPA 80 FOR FIRE-RATED DOOR COMPONENTS AND ARE LISTED AND LABELED BY A QUALIFIED TESTING AGENCY.

2. STANDARD: CERTIFIED ANSI/BHMA A156.19.3. PERFORMANCE REQUIREMENTS:

1) OPENING FORCE IF POWER FAILS: NOT MORE THAN 15 LBF REQUIRED TO RELEASE A LATCH IF PROVIDED, NOT MORE THAN 30 LBF REQUIRED TO MANUALLY SET DOOR IN MOTION, AND NOT MORE THAN 15 LBF REQUIRED TO FULLY OPEN DOOR.2) ENTRAPMENT PROTECTION: NOT MORE THAN 15 LBF REQUIRED TO PREVENT STOPPED DOOR FROM CLOSING OR OPENING.

4. CONFIGURATION: SURFACE MOUNTED OR IN-GROUND AS REQUIRED. DOOR OPERATORS TO CONTROL SINGLE SWINGING AND PAIR OF SWINGING DOORS.5. OPERATION: POWER OPENING AND SPRING CLOSING OPERATION CAPABLE OF MEETING ANSI A117.1 ACCESSIBILITY GUIDELINE. PROVIDE TIME DELAY FOR DOOR TO REMAIN OPEN BEFORE INITIATING CLOSING CYCLE AS REQUIRED BY ANSI/BHMA A156.19.6. FEATURES: OPERATOR UNITS TO HAVE FULL FEATURE ADJUSTMENTS FOR DOOR OPENING AND CLOSING FORCE AND SPEED, BACKCHECK, MOTOR ASSIST ACCELERATION FROM 0 TO 30 SECONDS, TIME DELAY, VESTIBULE INTERFACE DELAY, OBSTRUCTION RECYCLE, AND HOLD OPEN TIME FROM 0 UP TO 30 SECONDS. 7. PROVIDE OUTPUTS AND RELAYS ON BOARD THE OPERATOR TO ALLOW FOR COORDINATION OF EXIT DEVICE LATCH RETRACTION, ELECTRIC STRIKES, MAGNETIC LOCKS, CARD READERS, SAFETY AND MOTION SENSORS AND SPECIFIED AUXILIARY CONTACTS.8. BRACKETS AND REINFORCEMENTS: MANUFACTURER'S STANDARD, FABRICATED FROM ALUMINUM WITH NONFERROUS SHIMS FOR ALIGNING SYSTEM COMPONENTS.9. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:

1) NORTON DOOR CONTROLS (NO) - 6300 SERIES.11. ARCHITECTURAL TRIM

1. DOOR PROTECTIVE TRIM1) GENERAL: DOOR PROTECTIVE TRIM UNITS TO BE OF TYPE AND DESIGN AS SPECIFIED BELOW OR IN THE HARDWARE SETS.2) SIZE: FABRICATE PROTECTION PLATES (KICK, ARMOR, OR MOP) NOT MORE THAN 2" LESS THAN DOOR WIDTH (LDW) ON STOP SIDE OF SINGLE DOORS AND 1” LDW ON STOP SIDE OF PAIRS OF DOORS, AND NOT MORE THAN 1" LESS THAN DOOR WIDTH ON PULL SIDE. COORDINATE AND PROVIDE PROPER WIDTH AND HEIGHT AS REQUIRED WHERE CONFLICTING HARDWARE DICTATES. HEIGHT TO BE AS SPECIFIED IN THE HARDWARE SETS.3) WHERE PLATES ARE APPLIED TO FIRE RATED DOORS WITH THE TOP OF THE PLATE MORE THAN 16” ABOVE THE BOTTOM OF THE DOOR, PROVIDE PLATES COMPLYING WITH NFPA 80. CONSULT MANUFACTURER’S CATALOG AND TEMPLATE BOOK FOR SPECIFIC REQUIREMENTS FOR SIZE AND APPLICATIONS.4) PROTECTION PLATES: ANSI/BHMA A156.6 CERTIFIED PROTECTION PLATES (KICK, ARMOR, OR MOP), FABRICATED FROM THE FOLLOWING:

a) STAINLESS STEEL: 300 GRADE, 050-INCH THICK.5) OPTIONS AND FASTENERS: PROVIDE MANUFACTURER'S DESIGNATED FASTENER TYPE AS SPECIFIED IN THE HARDWARE SETS. PROVIDE COUNTERSUNK SCREW HOLES.6) MANUFACTURERS:

a) HIAWATHA, INC. (HI).b) ROCKWOOD PRODUCTS (RO).c) TRIMCO (TC).

J. DOOR STOPS AND HOLDERS1. GENERAL: DOOR STOPS AND HOLDERS TO BE OF TYPE AND DESIGN AS SPECIFIED BELOW OR IN THE HARDWARE SETS.2. DOOR STOPS AND BUMPERS: ANSI/BHMA A156.16, GRADE 1 CERTIFIED DOOR STOPS AND WALL BUMPERS. PROVIDE WALL BUMPERS, EITHER CONVEX OR CONCAVE TYPES WITH ANCHORAGE AS INDICATED, UNLESS FLOOR OR OTHER TYPES OF DOOR STOPS ARE SPECIFIED IN HARDWARE SETS. DO NOT MOUNT FLOOR STOPS WHERE THEY WILL IMPEDE TRAFFIC. WHERE FLOOR OR WALL BUMPERS ARE NOT APPROPRIATE, PROVIDE OVERHEAD TYPE STOPS AND HOLDERS.

1. MANUFACTURERS:1) HIAWATHA, INC. (HI).2) ROCKWOOD PRODUCTS (RO).3) TRIMCO (TC).

3. OVERHEAD DOOR STOPS AND HOLDERS: ANSI/BHMA A156.6, GRADE 1 CERTIFIED OVERHEAD STOPS AND HOLDERS TO BE SURFACE OR CONCEALED TYPES AS INDICATED IN HARDWARE SETS. TRACK, SLIDE, ARM AND JAMB BRACKET TO BE CONSTRUCTED OF EXTRUDED BRONZE AND SHOCK ABSORBER SPRING OF HEAVY TEMPERED STEEL. PROVIDE NON-HANDED DESIGN WITH MOUNTING BRACKETS AS REQUIRED FOR PROPER OPERATION AND FUNCTION.

1. MANUFACTURERS:1) RIXSON DOOR CONTROLS (RF).2) ROCKWOOD PRODUCTS (RO).3) SARGENT MANUFACTURING (SA).

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2 07/02/2019 BID SET

K. ARCHITECTURAL SEALS1. GENERAL: THRESHOLDS, WEATHERSTRIPPING, AND GASKET SEALS TO BE OF TYPE AND DESIGN AS SPECIFIED BELOW OR IN THE HARDWARE SETS. PROVIDE CONTINUOUS WEATHERSTRIP GASKETING ON EXTERIOR DOORS AND PROVIDE SMOKE, LIGHT, OR SOUND GASKETING ON INTERIOR DOORS WHERE INDICATED. AT EXTERIOR APPLICATIONS PROVIDE NON-CORROSIVE FASTENERS AND ELSEWHERE WHERE INDICATED.2. SMOKE LABELED GASKETING: ASSEMBLIES COMPLYING WITH NFPA 105 THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR SMOKE CONTROL RATINGS INDICATED, BASED ON TESTING ACCORDING TO UL 1784.

1. PROVIDE SMOKE LABELED PERIMETER GASKETING AT ALL SMOKE LABELED OPENINGS.3. FIRE LABELED GASKETING: ASSEMBLIES COMPLYING WITH NFPA 80 THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR FIRE RATINGS INDICATED, BASED ON TESTING ACCORDING TO UL-10C.

1. PROVIDE INTUMESCENT SEALS AS INDICATED TO MEET UL10C STANDARD FOR POSITIVE PRESSURE FIRE TESTS OF DOOR ASSEMBLIES, AND NPFA 252, STANDARD METHODS OF FIRE TESTS OF DOOR ASSEMBLIES.

4. REPLACEABLE SEAL STRIPS: PROVIDE ONLY THOSE UNITS WHERE RESILIENT OR FLEXIBLE SEAL STRIPS ARE EASILY REPLACEABLE AND READILY AVAILABLE FROM STOCKS MAINTAINED BY MANUFACTURER.5. MANUFACTURERS:

1. NATIONAL GUARD PRODUCTS (NG).2. PEMKO PRODUCTS (PE).3. REESE ENTERPRISES, INC. (RE).

L. ELECTRONIC ACCESSORIES1. DOOR POSITION SWITCHES: DOOR POSITION MAGNETIC REED CONTACT SWITCHES SPECIFICALLY DESIGNED FOR USE IN COMMERCIAL DOOR APPLICATIONS. ON RECESSED MODELS THE CONTACT AND MAGNETIC HOUSING SNAP-LOCK INTO A 1" DIAMETER HOLE. SURFACE MOUNTED MODELS INCLUDE WIDE GAP DISTANCE DESIGN COMPLETE WITH ARMORED FLEX CABLING. PROVIDE SPDT, N/O SWITCHES WITH OPTIONAL RARE EARTH MAGNET INSTALLATION ON STEEL DOORS WITH FLUSH TOP CHANNELS.

1. MANUFACTURERS:1) SARGENT MANUFACTURING (SA) - 3280 SERIES.2) SECURITY DOOR CONTROLS (SD) - DPS SERIES.3) SECURITRON (SU) - DPS SERIES.

2. POWER SUPPLIES: PROVIDE NATIONALLY RECOGNIZED TESTING LABORATORY LISTED 12VDC OR 24VDC (FIELD SELECTABLE) FILTERED AND REGULATED POWER SUPPLIES. INCLUDE BATTERY BACKUP OPTION WITH INTEGRAL BATTERY CHARGING CAPABILITY IN ADDITION TO OPERATING THE DC LOAD IN EVENT OF LINE VOLTAGE FAILURE. PROVIDE THE LEAST NUMBER OF UNITS, AT THE APPROPRIATE AMPERAGE LEVEL, SUFFICIENT TO EXCEED THE REQUIRED TOTAL DRAW FOR THE SPECIFIED ELECTRIFIED HARDWARE AND ACCESS CONTROL EQUIPMENT.

1. MANUFACTURERS:1) SARGENT MANUFACTURING (SA) - 3500 SERIES.

3. SWITCHING POWER SUPPLIES: PROVIDE SWITCHING POWER SUPPLIES THAT ARE DUAL VOLTAGE, UL LISTED, SUPERVISED UNITS. UNITS SHALL BE FIELD SELECTABLE WITH A DEDICATED BATTERY CHARGING CIRCUIT THAT PROVIDE 4 AMP AT 12VDC OR 24VDC CONTINUOUS, WITH UP TO 16 INDEPENDENTLY CONTROLLED POWER LIMITED OUTPUTS. UNITS SHALL TOLERATE BROWNOUT OR OVERVOLTAGE INPUT ± 15% OF NOMINAL VOLTAGE AND HAVE THERMAL SHUTDOWN PROTECTION WITH AUTO RESTART. CIRCUIT BREAKER SHALL PROTECT AGAINST OVERCURRENT AND REVERSE BATTERY FAULTS AND UNITS SHALL BE AVAILABLE WITH A SINGLE RELAY FIRE TRIGGER OR INDIVIDUALLY TRIGGERED RELAYED OUTPUTS. PROVIDE THE LEAST NUMBER OF UNITS, AT THE APPROPRIATE AMPERAGE LEVEL, SUFFICIENT TO EXCEED THE REQUIRED TOTAL DRAW FOR THE SPECIFIED ELECTRIFIED HARDWARE AND ACCESS CONTROL EQUIPMENT.

1. MANUFACTURERS:1) SECURITRON (SU) - AQ SERIES.

4. ENERGY EFFICIENT SWITCHING POWER SUPPLIES: PROVIDE UL LISTED OR RECOGNIZED FILTERED AND REGULATED POWER SUPPLIES. PROVIDE SINGLE VOLTAGE UNITS AS SHOWN IN THE HARDWARE SETS. UNITS MUST HAVE ONE ACCESS CONTROL INPUT AND ONE FIRE ALARM INPUT. STANDBY POWERCONSUMPTION OF UNIT MUST BE LESS THAN 10MW AT 120VAC. PROVIDE INTEGRAL BATTERY BACKUP AS STANDARD FOR ALL UNITS. PROVIDE THE LEAST NUMBER OF UNITS, AT THE APPROPRIATE AMPERAGE LEVEL, SUFFICIENT TO EXCEED THE REQUIRED TOTAL DRAW FOR THE SPECIFIED ELECTRIFIED HARDWARE AND ACCESS CONTROL EQUIPMENT.

1. MANUFACTURERS:1) SECURITRON (SU) – EPS SERIES.

M. FABRICATION1. FASTENERS: PROVIDE DOOR HARDWARE MANUFACTURED TO COMPLY WITH PUBLISHED TEMPLATES GENERALLY PREPARED FOR MACHINE, WOOD, AND SHEET METAL SCREWS. PROVIDE SCREWS ACCORDING TO MANUFACTURERS RECOGNIZED INSTALLATION STANDARDS FOR APPLICATION INTENDED.

N. PROVIDE FINISHES COMPLYING WITH BHMA A156.18 AS INDICATED IN DOOR HARDWARE SCHEDULE.O. EXISTING HARDWARE

1. ALL HARDWARE FOR DOORS LISTED AS EXISTING TO REMAIN IN THE DOOR SCHEDULE OR IN THE HARDWARE SETS WILL REMAIN. THE GENERAL CONTRACTOR SHALL CLEAN AND ADJUST THESE ITEMS FOR PROPER ALIGNMENT AND OPERATION.

P. EXISTING HARDWARE PREPS1. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL NEW HARDWARE SPECIFIED FOR EXISTING DOORS AND FRAMES WILL BE COMPATIBLE WITH THEEXISTING HARDWARE PREPARATIONS. LACK OF VERIFICATION PRIOR TO BID, THAT REQUIRES ADDITIONAL WORK TO THE EXISTING DOORS AND FRAMES OR ADDITIONAL MATERIAL, WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

Q. PREPARATION1. HOLLOW METAL DOORS AND FRAMES: COMPLY WITH ANSI/DHI A115 SERIES. 2. WOOD DOORS: COMPLY WITH ANSI/DHI A115-W SERIES.

R. INSTALLATION1. INSTALL EACH ITEM OF MECHANICAL AND ELECTROMECHANICAL HARDWARE AND ACCESS CONTROL EQUIPMENT TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND ACCORDING TO SPECIFICATIONS.2. MOUNTING HEIGHTS: MOUNT DOOR HARDWARE UNITS AT HEIGHTS TO COMPLY WITH THE FOLLOWING UNLESS OTHERWISE INDICATED OR REQUIRED TOCOMPLY WITH GOVERNING REGULATIONS.

1. STANDARD STEEL DOORS AND FRAMES: ANSI/SDI A250.8.2. WOOD DOORS: DHI'S "RECOMMENDED LOCATIONS FOR ARCHITECTURAL HARDWARE FOR WOOD FLUSH DOORS."

3. POWER OPERATOR PRODUCTS AND ACCESSORIES ARE REQUIRED TO BE INSTALLED THROUGH CURRENT MEMBERS OF THE MANUFACTURER'S "POWER OPERATOR PREFERRED INSTALLER" PROGRAM. 4. RETROFITTING: INSTALL DOOR HARDWARE TO COMPLY WITH MANUFACTURER'S PUBLISHED TEMPLATES AND WRITTEN INSTRUCTIONS. WHERE CUTTING AND FITTING ARE REQUIRED TO INSTALL DOOR HARDWARE ONTO OR INTO SURFACES THAT ARE LATER TO BE PAINTED OR FINISHED IN ANOTHER WAY, COORDINATE REMOVAL, STORAGE, AND REINSTALLATION OF SURFACE PROTECTIVE TRIM UNITS WITH FINISHING WORK SPECIFIED IN DIVISION 9 SECTIONS. DO NOT INSTALL SURFACE-MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON SUBSTRATES INVOLVED.5. THRESHOLDS: SET THRESHOLDS FOR EXTERIOR AND ACOUSTICAL DOORS IN FULL BED OF SEALANT COMPLYING WITH REQUIREMENTS SPECIFIED IN SECTION "JOINT SEALANTS."

S. ADJUSTING1. INITIAL ADJUSTMENT: ADJUST AND CHECK EACH OPERATING ITEM OF DOOR HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. REPLACE UNITS THAT CANNOT BE ADJUSTED TO OPERATE AS INTENDED. ADJUST DOOR CONTROL DEVICES TO COMPENSATE FOR FINALOPERATION OF HEATING AND VENTILATING EQUIPMENT AND TO COMPLY WITH REFERENCED ACCESSIBILITY REQUIREMENTS.

T. CLEANING AND PROTECTION1. PROTECT ALL HARDWARE STORED ON CONSTRUCTION SITE IN A COVERED AND DRY PLACE. PROTECT EXPOSED HARDWARE INSTALLED ON DOORS DURING THE CONSTRUCTION PHASE. INSTALL ANY AND ALL HARDWARE AT THE LATEST POSSIBLE TIME FRAME.2. CLEAN ADJACENT SURFACES SOILED BY DOOR HARDWARE INSTALLATION.3. CLEAN OPERATING ITEMS AS NECESSARY TO RESTORE PROPER FINISH. PROVIDE FINAL PROTECTION AND MAINTAIN CONDITIONS THAT ENSURE DOOR HARDWARE IS WITHOUT DAMAGE OR DETERIORATION AT TIME OF OWNER OCCUPANCY.

U. DEMONSTRATION1. INSTRUCT OWNER'S MAINTENANCE PERSONNEL TO ADJUST, OPERATE, AND MAINTAIN MECHANICAL AND ELECTROMECHANICAL DOOR HARDWARE.

V. DOOR HARDWARE SETS1. THE HARDWARE SETS REPRESENT THE DESIGN INTENT AND DIRECTION OF THE OWNER AND ARCHITECT. THEY ARE A GUIDELINE ONLY AND SHOULD NOT BE CONSIDERED A DETAILED HARDWARE SCHEDULE. DISCREPANCIES, CONFLICTING HARDWARE AND MISSING ITEMS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT WITH CORRECTIONS MADE PRIOR TO THE BIDDING PROCESS. OMITTED ITEMS NOT INCLUDED IN A HARDWARE SET SHOULD BE SCHEDULED WITH THE APPROPRIATE ADDITIONAL HARDWARE REQUIRED FOR PROPER APPLICATION AND FUNCTIONALITY.2. THE SUPPLIER IS RESPONSIBLE FOR HANDING AND SIZING ALL PRODUCTS AND PROVIDING THE CORRECT OPTION FOR THE APPROPRIATE DOOR TYPE AND MATERIAL WHERE MORE THAN ONE IS PRESENTED IN THE HARDWARE SETS. QUANTITIES LISTED ARE FOR EACH PAIR OF DOORS, OR FOR EACH SINGLE DOOR.

1.14 SECTION 088000 - GLAZING

A. ENGINEERING DESIGN OF GLASS BY CONTRACTOR.B. WINDBORNE-DEBRIS-IMPACT RESISTANCE OF EXTERIOR GLAZING: WIND ZONE 2.C. WARRANTY: 10 YEARS FOR INSULATING GLASS.D. CLEAR ANNEALED FLOAT GLASS: ASTM C 1036, TYPE I, CLASS 1 (CLEAR), QUALITY-Q3.E. FULLY TEMPERED FLOAT GLASS: ASTM C 1048, KIND FT (FULLY TEMPERED), CONDITION A (UNCOATED) UNLESS OTHERWISE INDICATED, TYPE I, CLASS 1 (CLEAR) OR CLASS 2 (TINTED) AS INDICATED, QUALITY-Q3.F. INSULATING-GLASS UNITS: FACTORY-ASSEMBLED UNITS CONSISTING OF SEALED LITES OF GLASS SEPARATED BY A DEHYDRATED INTERSPACE, QUALIFIED ACCORDING TO ASTM E 2190.

1. SEALING SYSTEM: DUAL SEALS.G. GLAZING SEALANTS: COMPLY WITH SEALANT AND GLASS MANUFACTURERS' WRITTEN INSTRUCTIONS FOR SELECTING GLAZING SEALANTS SUITABLE FOR APPLICATIONS INDICATED AND FOR CONDITIONS EXISTING AT TIME OF INSTALLATION.H. REMOVE AND REPLACE GLASS THAT IS DAMAGED DURING CONSTRUCTION PERIOD.I. DECORATIVE FILM OVERLAY: TRANSLUCENT, DIMENSIONALLY STABLE, POLYESTER FILM, 2.76 MIL MINIMUM THICKNESS, WITH PRESSURE-SENSITIVE, CLEAR ADHESIVE BACK FOR ADHERING TO GLASS AND RELEASABLE PROTECTIVE BACKING.

1. BASIS-OF-DESIGN: 3M FASARA GLASS FINISHES FROST/MATTE SH2FGLU.2. LOCATION: STAFF TOILET.3. INSTALL ON THE INSIDE FACE OF GLAZING PER MANUFACTURER’S WRITTEN INSTRUCTIONS.

J. MONOLITHIC GLASS SCHEDULE1. GLASS TYPE (CLG): MINIMUM 6MM THICK, CLEAR ANNEALED FLOAT GLASS.2. GLASS TYPE (CTG): MINIMUM 6MM THICK, CLEAR FULLY TEMPERED FLOAT GLASS.

K. INSULATING GLASS SCHEDULE1. GLASS TYPE (IGU): CLEAR INSULATING GLASS. (REFER TO 1.9A FOR ADDITIONAL PERFORMANCE REQUIREMENTS)

1. OVERALL UNIT THICKNESS: 1 INCH.2. MINIMUM THICKNESS OF EACH GLASS LITE: 6MM.3. OUTDOOR LITE: FULLY TEMPERED FLOAT GLASS.4. INDOOR LITE: FULLY TEMPERED FLOAT GLASS.5. WINTER NIGHTTIME U-FACTOR: 0.29 MAXIMUM.6. SUMMER DAYTIME U-FACTOR: 0.28 MAXIMUM.

1.15 SECTION 089119 - FIXED LOUVERS

A. LOUVER PERFORMANCE RATINGS: PROVIDE LOUVERS COMPLYING WITH REQUIREMENTS SPECIFIED, AS DEMONSTRATED BY TESTING MANUFACTURER'S STOCK UNITS IDENTICAL TO THOSE PROVIDED, EXCEPT FOR LENGTH AND WIDTH ACCORDING TO AMCA 500-L.B. ALL SOURCES OF AIR LEAKAGE IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHER STRIPPED TO MINIMIZE AIR LEAKAGE (ASHRAE 90.1).C. FIXED, EXTRUDED-ALUMINUM LOUVERS

1. LOUVER STYLE: MATCH EXISTING.2. LOUVER DEPTH: NOT LESS THAN 4 INCHES.3. FRAME AND BLADE NOMINAL THICKNESS: NOT LESS THAN 0.060 INCH FOR BLADES AND 0.080 INCH FOR FRAMES.4. LOUVER PERFORMANCE RATINGS:

REQUIREMENTS FOR FREE AREA, POINT OF BEGINNING WATER PENETRATION, AND AIR PERFORMANCE IN FIRST FOUR SUBPARAGRAPHS BELOW ARE BASED ON PRODUCTS AVAILABLE FROM LISTED MANUFACTURERS. IF MORE THAN ONE CHOICE IS GIVEN FOR A REQUIREMENT, THE MOST LENIENT CHOICE ALLOWS MANY PRODUCTS IN THE CATEGORY TO COMPLY, RESULTING IN COMPETITIVE PRICING; THE MOST RESTRICTIVE CHOICE LIMITS PRODUCTS TO HIGH-PERFORMANCE DESIGNS, POTENTIALLY WITH HIGHER COSTS.

1. FREE AREA: NOT LESS THAN 7.49 SQ.FT. FOR 48-INCH- WIDE BY 48-INCH- HIGH LOUVER.2. POINT OF BEGINNING WATER PENETRATION: NOT LESS THAN 822 FPM.3. AIR PERFORMANCE: PRESSURE DROP AT THE POINT OF BEGINNING WATER PENETRATION 0.13 IN. H2O.

5. INSECT SCREENING: ALUMINUM, 18-BY-16 MESH, 0.011-INCH WIRE.D. ALUMINUM EXTRUSIONS: ASTM B 221, ALLOY 6063-T5, T-52, OR T6.E. FASTENERS: USE TYPES AND SIZES TO SUIT UNIT INSTALLATION CONDITIONS.F. ALUMINUM FINISHES

1. HIGH-PERFORMANCE ORGANIC FINISH: TWO-COAT FLUOROPOLYMER FINISH COMPLYING WITH AAMA 2605 AND CONTAINING NOT LESS THAN 70PERCENT PVDF RESIN BY WEIGHT IN COLOR COAT. PREPARE, PRETREAT, AND APPLY COATING TO EXPOSED METAL SURFACES TO COMPLY WITH COATING AND RESIN MANUFACTURERS' WRITTEN INSTRUCTIONS.2. COLOR AND GLOSS: MATCH EXISTING LOUVERS.

G. EXAMINE SUBSTRATES AND OPENINGS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF THE WORK. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.H. LOCATE AND PLACE LOUVERS LEVEL, PLUMB, AND AT INDICATED ALIGNMENT WITH ADJACENT WORK.I. PROTECT UNPAINTED GALVANIZED AND NONFERROUS-METAL SURFACES THAT ARE IN CONTACT WITH CONCRETE, MASONRY, OR DISSIMILAR METALS FROM CORROSION AND GALVANIC ACTION BY APPLYING A HEAVY COATING OF BITUMINOUS PAINT OR BY SEPARATING SURFACES WITH WATERPROOF GASKETS OR NONMETALLIC FLASHING.J. INSTALL CONCEALED GASKETS, FLASHINGS, JOINT FILLERS, AND INSULATION AS LOUVER INSTALLATION PROGRESSES, WHERE WEATHERTIGHT LOUVER JOINTS ARE REQUIRED. COMPLY WITH SECTION 079200 "JOINT SEALANTS" FOR SEALANTS APPLIED DURING LOUVER INSTALLATION.K. RESTORE LOUVERS DAMAGED DURING INSTALLATION AND CONSTRUCTION SO NO EVIDENCE REMAINS OF CORRECTIVE WORK. IF RESULTS OF RESTORATION ARE UNSUCCESSFUL, AS DETERMINED BY ARCHITECT, REMOVE DAMAGED UNITS AND REPLACE WITH NEW UNITS.DELETE SUBPARAGRAPH BELOW IF NO FACTORY-APPLIED FINISH COATINGS.

1. TOUCH UP MINOR ABRASIONS IN FINISHES WITH AIR-DRIED COATING THAT MATCHES COLOR AND GLOSS OF, AND IS COMPATIBLE WITH, FACTORY-APPLIED FINISH COATING.

1.16 SECTION 092900 - GYPSUM BOARD ASSEMBLIES

A. FIRE-RESISTANCE-RATED ASSEMBLIES: FOR FIRE-RESISTANCE-RATED ASSEMBLIES, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 119 BY AN INDEPENDENT TESTING AGENCY.B. STC-RATED ASSEMBLIES: FOR STC-RATED ASSEMBLIES, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 90 AND CLASSIFIED ACCORDING TO ASTM E 413 BY AN INDEPENDENT TESTING AGENCY.C. FRAMING MEMBERS, GENERAL: COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED.

1. STEEL SHEET COMPONENTS: COMPLY WITH ASTM C 645 REQUIREMENTS FOR METAL UNLESS OTHERWISE INDICATED.2. MINIMUM BASE-METAL THICKNESS: AS REQUIRED BY PERFORMANCE REQUIREMENTS FOR HORIZONTAL DEFLECTION.

D. STEEL STUDS AND TRACKS: ASTM C 645.E. SLIP-TYPE HEAD JOINTS:

1. SINGLE LONG-LEG TRACK.2. DOUBLE TRACKS.3. DEFLECTION TRACK.

F. FIRESTOP TRACK. TOP TRACK MANUFACTURED TO ALLOW PARTITION HEADS TO EXPAND AND CONTRACT WITH MOVEMENT OF STRUCTURE WHILE MAINTAINING CONTINUITY OF FIRE-RESISTANCE-RATED ASSEMBLY INDICATED; IN THICKNESS NOT LESS THAN INDICATED FOR STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF STUDS.G. HAT-SHAPED, RIGID FURRING CHANNELS: ASTM C 645.H. INTERIOR GYPSUM BOARD:

1. GYPSUM WALLBOARD: ASTM C 1396/C 1396M.2. GYPSUM BOARD, TYPE X: ASTM C 1396/C 1396M.3. IMPACT-RESISTANT GYPSUM BOARD: ASTM C 1396/C 1396M GYPSUM BOARD, TESTED ACCORDING TO ASTM C 1629/C 1629M.4. MOLD-RESISTANT GYPSUM BOARD: ASTM C 1396/C 1396M. WITH MOISTURE- AND MOLD-RESISTANT CORE AND PAPER SURFACES.

I. TILE-BACKING PANELS:1. CEMENTITIOUS BACKER UNITS: ANSI A118.9 AND ASTM C 1288 OR ASTM C 1325, WITH MANUFACTURER'S STANDARD EDGES.

J. TRIM ACCESSORIES:1. MATERIAL: GALVANIZED OR ALUMINUM-COATED STEEL SHEET, ROLLED ZINC, PLASTIC, OR PAPER-FACED GALVANIZED-STEEL SHEET2. SHAPES:

1. CORNERBEAD.2. LC-BEAD: J-SHAPED; EXPOSED LONG FLANGE RECEIVES JOINT COMPOUND.3. EXPANSION (CONTROL) JOINT.

K. AUXILIARY MATERIALS:1. THERMAL INSULATION: MINERAL-WOOL BLANKET, UNFACED - ASTM C 665, TYPE I (BLANKETS WITHOUT MEMBRANE FACING); CONSISTING OF FIBERS; WITH MAXIMUM FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF 25 AND 50, RESPECTIVELY, PER ASTM E 84; PASSING ASTM E 136 FOR COMBUSTION CHARACTERISTICS.2. SOUND-ATTENUATION BLANKETS: ASTM C 665, TYPE I (BLANKETS WITHOUT MEMBRANE FACING) PRODUCED BY COMBINING THERMOSETTING RESINS WITH MINERAL FIBERS MANUFACTURED FROM GLASS, SLAG WOOL, OR ROCK WOOL.3. ACOUSTICAL SEALANT: MANUFACTURER'S STANDARD NONSAG, PAINTABLE, NONSTAINING LATEX SEALANT COMPLYING WITH ASTM C 834. PRODUCT EFFECTIVELY REDUCES AIRBORNE SOUND TRANSMISSION THROUGH PERIMETER JOINTS AND OPENINGS IN BUILDING CONSTRUCTION AS DEMONSTRATED BY TESTING REPRESENTATIVE ASSEMBLIES ACCORDING TO ASTM E 90.

L. GYPSUM BOARD FINISH LEVELS: FINISH PANELS TO LEVELS INDICATED BELOW AND ACCORDING TO ASTM C 840:1. LEVEL 1: CEILING PLENUM AREAS, CONCEALED AREAS, AND WHERE INDICATED.2. LEVEL 2: PANELS THAT ARE SUBSTRATE FOR TILE.3. LEVEL 4: AT PANEL SURFACES THAT WILL BE EXPOSED TO VIEW UNLESS OTHERWISE INDICATED.

M. INSTALL FRAMING SYSTEM COMPONENTS ACCORDING TO SPACINGS INDICATED, BUT NOT GREATER THAN SPACINGS REQUIRED BY REFERENCED INSTALLATION STANDARDS FOR ASSEMBLY TYPES.N. PROTECT INSTALLED PRODUCTS FROM DAMAGE FROM WEATHER, CONDENSATION, DIRECT SUNLIGHT, CONSTRUCTION, AND OTHER CAUSES DURING REMAINDER OF THE CONSTRUCTION PERIOD.O. REMOVE AND REPLACE PANELS THAT ARE WET, MOISTURE DAMAGED, AND MOLD DAMAGED.

1.17 SECTION 093113 - CERAMIC TILING

A. ANSI CERAMIC TILE STANDARD: PROVIDE TILE THAT COMPLIES WITH ANSI A137.1 FOR TYPES, COMPOSITIONS, AND OTHER CHARACTERISTICS INDICATED.B. FLOOR AND WALL TILES: REFER TO FINISHES SCHEDULE AND INTERIOR SPECIFICATIONS.

1. DYNAMIC COEFFICIENT OF FRICTION FOR FLOOR TILES: NOT LESS THAN 0.42.C. CRACK ISOLATION MEMBRANE: MANUFACTURER'S STANDARD PRODUCT THAT COMPLIES WITH ANSI A118.12 FOR STANDARD PERFORMANCE AND IS RECOMMENDED BY THE MANUFACTURER FOR THE APPLICATION INDICATED. INCLUDE REINFORCEMENT AND ACCESSORIES RECOMMENDED BY MANUFACTURER.D. MODIFIED DRY-SET MORTAR (THINSET): ANSI A118.4.E. HIGH-PERFORMANCE TILE GROUT: ANSI A118.7.F. METAL EDGE STRIPS: COVE AND EDGE PROFILES AS INDICATED ON DRAWINGS, HEIGHT TO MATCH TILE AND SETTING-BED THICKNESS, METALLIC OR COMBINATION OF METAL AND PVC OR NEOPRENE BASE, DESIGNED SPECIFICALLY FOR TILING APPLICATIONS; ANODIZED ALUMINUM EXPOSED-EDGE MATERIAL.G. INTERIOR FLOOR INSTALLATIONS, CONCRETE SUBFLOOR:

1. CERAMIC TILE INSTALLATION: TCNA F113; THINSET MORTAR.1. CERAMIC TILE TYPE: AS SCHEDULED.2. THINSET MORTAR: MODIFIED DRY-SET MORTAR.3. GROUT: HIGH-PERFORMANCE TILE GROUT.

H. WALL INSTALLATIONS, WOOD OR METAL STUDS OR FURRING:1. CERAMIC TILE INSTALLATION: TCNA B412; THINSET MORTAR ON CEMENTITIOUS BACKER UNITS OR FIBER-CEMENT BACKER BOARD.

1. CERAMIC TILE TYPE: AS SCHEDULED.2. THINSET MORTAR: MODIFIED DRY-SET MORTAR.3. GROUT: HIGH-PERFORMANCE TILE GROUT.

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1.18 SECTION 096500 - RESILIENT FLOORING AND ACCESSORIES

A. FIRE-TEST-RESPONSE CHARACTERISTICS: FOR RESILIENT FLOOR TILE, AS DETERMINED BY TESTING IDENTICAL PRODUCTS ACCORDING TO ASTM E 648 OR NFPA 253 BY A QUALIFIED TESTING AGENCY.

1. CRITICAL RADIANT FLUX CLASSIFICATION: CLASS I, NOT LESS THAN 0.45 W/SQ. CM.B. SOLID VINYL FLOOR TILES

1. TILE STANDARD: ASTM F 1700.2. SIZE, COLORS AND PATTERN: AS INDICATED IN FINISHES SCHEDULE.

C. RESILIENT BASE1. PRODUCT STANDARD: ASTM F 1861, TYPE TP (RUBBER, THERMOPLASTIC), GROUP I (SOLID, HOMOGENEOUS).

1. STYLE AND LOCATION:1) STYLE A, STRAIGHT: PROVIDE IN AREAS WITH CARPET.2) STYLE B, COVE: PROVIDE IN AREAS WITH RESILIENT FLOORING.

2. COLOR AND HEIGHT: AS INDICATED IN FINISHES SCHEDULE.D. RUBBER MOLDING ACCESSORY: REDUCER STRIP FOR RESILIENT FLOOR COVERING, TRANSITION STRIPS.E. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX-MODIFIED, PORTLAND-CEMENT-BASED OR BLENDED HYDRAULIC-CEMENT-BASED FORMULATION PROVIDED OR APPROVED BY FLOOR TILE MANUFACTURER FOR APPLICATIONS INDICATED.F. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY FLOOR TILE AND ADHESIVE MANUFACTURERS TO SUIT FLOOR TILE AND SUBSTRATE CONDITIONS INDICATED.G. PREPARE SUBSTRATES ACCORDING TO FLOOR TILE MANUFACTURER'S WRITTEN INSTRUCTIONS TO ENSURE ADHESION OF RESILIENT PRODUCTS.H. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING FLOOR TILE.I. PROTECT FLOOR TILE FROM MARS, MARKS, INDENTATIONS, AND OTHER DAMAGE FROM CONSTRUCTION OPERATIONS AND PLACEMENT OF EQUIPMENT AND FIXTURES DURING REMAINDER OF CONSTRUCTION PERIOD.J. COVER FLOOR TILE UNTIL SUBSTANTIAL COMPLETION.

1.9 SECTION 097723 - FABRIC-WRAPPED PANELS

A. PERFORMANCE REQUIREMENTS1. FIRE-TEST-RESPONSE CHARACTERISTICS: PANELS SHALL COMPLY WITH "SURFACE-BURNING CHARACTERISTICS" OR "FIRE GROWTH CONTRIBUTION" SUBPARAGRAPH BELOW, OR BOTH, AS DETERMINED BY TESTING IDENTICAL PRODUCTS BY UL OR ANOTHER TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION:

1. SURFACE-BURNING CHARACTERISTICS: COMPLY WITH ASTM E84 OR UL 723; TESTING BY A QUALIFIED TESTING AGENCY. IDENTIFY PRODUCTS WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AGENCY.

1) FLAME-SPREAD INDEX: 25 OR LESS.2) SMOKE-DEVELOPED INDEX: 450 OR LESS.

2. FIRE GROWTH CONTRIBUTION: COMPLY WITH ACCEPTANCE CRITERIA OF LOCAL CODE AND AUTHORITIES HAVING JURISDICTION WHEN TESTED ACCORDING TO NFPA 265 METHOD B PROTOCOL OR NFPA 286.

B. FABRIC-WRAPPED WALL PANEL (FWP-1): MANUFACTURER'S STANDARD PANEL CONSTRUCTION CONSISTING OF FACING MATERIAL STRETCHED OVER FRONT FACE OF EDGE-FRAMED CORE AND BONDED OR ATTACHED TO EDGES AND BACK OF FRAME.RETAIN ONE OR MORE OF NINE SUBPARAGRAPHS BELOW TO SUIT PROJECT; AVAILABLE CHARACTERISTICS, OPTIONS, AND FEATURES VARY WITH MANUFACTURER AND PRODUCT.RETAIN ONE OF TWO "MOUNTING" SUBPARAGRAPHS BELOW; REVISE TO SUIT PROJECT.

1. MOUNTING: BACK MOUNTED WITH MANUFACTURER'S STANDARD METAL CLIPS OR BAR HANGERS, SECURED TO SUBSTRATE.2. CORE: GLASS-FIBER BOARD.

RETAIN "CORE-FACE LAYER" SUBPARAGRAPH BELOW IF DIFFERENT FACE LAYER IS REQUIRED FOR THE CORE MATERIAL TO MAKE THE PANELS IMPACT RESISTANT, TACKABLE, OR BOTH.

3. EDGE CONSTRUCTION: MANUFACTURER'S STANDARD CHEMICALLY HARDENED CORE WITH NO FRAME.RETAIN FIRST OPTION IN "EDGE PROFILE" SUBPARAGRAPH BELOW IF EDGE MOUNTING WITH SPLINES IS REQUIRED. REVISE SUBPARAGRAPH IF LONG AND SHORT EDGES ARE REQUIRED TO HAVE DIFFERENT PROFILES.

4. EDGE PROFILE: SQUARE.5. CORNER DETAIL IN ELEVATION: SQUARE WITH CONTINUOUS EDGE PROFILE INDICATED.

GENERALLY, INDICATE FACING MATERIAL ON DRAWINGS OR INSERT, IN "FACING MATERIAL" SUBPARAGRAPH BELOW, DRAWING DESIGNATION OF FACING MATERIAL SPECIFIED IN "MATERIALS" ARTICLE.

6. FACING MATERIAL: AS INDICATED ON DRAWINGS.7. NOMINAL OVERALL PANEL THICKNESS: 1 INCH.

C. GLASS-FIBER BOARD: ASTM C612; OF TYPE STANDARD WITH MANUFACTURER, UNFACED, AND DIMENSIONALLY STABLE, MOLDED RIGID BOARD; AND WITH MAXIMUM FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF 25 AND 50, RESPECTIVELY.D. FACING MATERIAL: FABRIC FROM SAME DYE LOT; COLOR AND PATTERN AS INDICATED ON DRAWINGS.E. STANDARD CONSTRUCTION: USE MANUFACTURER'S STANDARD CONSTRUCTION UNLESS OTHERWISE INDICATED; WITH FACING MATERIAL APPLIED TO FACE, EDGES, AND BACK BORDER OF DIMENSIONALLY STABLE CORE; AND WITH RIGID EDGES TO REINFORCE PANEL PERIMETER AGAINST WARPAGE AND DAMAGE.F. INSTALL PANELS IN LOCATIONS INDICATED. UNLESS OTHERWISE INDICATED, INSTALL PANELS WITH VERTICAL SURFACES AND EDGES PLUMB, TOP EDGES LEVEL AND IN ALIGNMENT WITH OTHER PANELS, FACES FLUSH, AND SCRIBED TO FIT ADJOINING WORK ACCURATELY AT BORDERS AND AT PENETRATIONS.G. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLATION OF PANELS USING TYPE OF MOUNTING DEVICES INDICATED. MOUNT PANELS SECURELY TO SUPPORTING SUBSTRATE.H. CLIP LOOSE THREADS; REMOVE PILLS AND EXTRANEOUS MATERIALS.I. CLEAN PANELS ON COMPLETION OF INSTALLATION TO REMOVE DUST AND OTHER FOREIGN MATERIALS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS.

1.20 SECTION 099100 - PAINTING

A. MATERIAL COMPATIBILITY:1. MATERIALS FOR USE WITHIN EACH PAINT SYSTEM SHALL BE COMPATIBLE WITH ONE ANOTHER AND SUBSTRATES INDICATED, UNDER CONDITIONS OFSERVICE AND APPLICATION AS DEMONSTRATED BY MANUFACTURER, BASED ON TESTING AND FIELD EXPERIENCE.2. FOR EACH COAT IN A PAINT SYSTEM, PRODUCTS SHALL BE RECOMMENDED IN WRITING BY TOPCOAT MANUFACTURERS FOR USE IN PAINT SYSTEM AND ON SUBSTRATE INDICATED.

B. VERIFY SUITABILITY OF SUBSTRATES, INCLUDING SURFACE CONDITIONS AND COMPATIBILITY WITH EXISTING FINISHES AND PRIMERS.C. VOC CONTENT: FOR FIELD APPLICATIONS THAT ARE INSIDE THE WEATHERPROOFING SYSTEM, PAINTS AND COATINGS SHALL COMPLY WITH VOC CONTENT LIMITS OF AUTHORITIES HAVING JURISDICTION AND THE FOLLOWING VOC CONTENT LIMITS:

1. FLAT PAINTS AND COATINGS: 50 G/L.2. NONFLAT PAINTS AND COATINGS: 50 G/L.3. DRY-FOG COATINGS: 150 G/L.4. PRIMERS, SEALERS, AND UNDERCOATERS: 100 G/L.5. RUST-PREVENTIVE COATINGS: 100 G/L.6. ZINC-RICH INDUSTRIAL MAINTENANCE PRIMERS: 100 G/L.7. PRETREATMENT WASH PRIMERS: 420 G/L.8. SHELLACS, CLEAR: 730 G/L.9. SHELLACS, PIGMENTED: 550 G/L.

D. COLORS: AS INDICATED IN FINISH SCHEDULE.E. EXAMINE SUBSTRATES AND CONDITIONS, WITH APPLICATOR PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR MAXIMUM MOISTURE CONTENT AND OTHER CONDITIONS AFFECTING PERFORMANCE OF THE WORK.F. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS IN "MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL" APPLICABLE TO SUBSTRATES AND PAINT SYSTEMS INDICATED.G. REMOVE HARDWARE, COVERS, PLATES, AND SIMILAR ITEMS ALREADY IN PLACE THAT ARE REMOVABLE AND ARE NOT TO BE PAINTED. IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF ITEM, PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION AND PAINTING.

1. AFTER COMPLETING PAINTING OPERATIONS, USE WORKERS SKILLED IN THE TRADES INVOLVED TO REINSTALL ITEMS THAT WERE REMOVED. REMOVESURFACE-APPLIED PROTECTION IF ANY.

H. APPLY PAINTS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS IN "MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL."I. APPLY PAINTS TO PRODUCE SURFACE FILMS WITHOUT CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, ROLLER TRACKING, RUNS, SAGS, ROPINESS, OR OTHER SURFACE IMPERFECTIONS. CUT IN SHARP LINES AND COLOR BREAKS.J. PROTECT WORK OF OTHER TRADES AGAINST DAMAGE FROM PAINT APPLICATION. CORRECT DAMAGE TO WORK OF OTHER TRADES BY CLEANING, REPAIRING, REPLACING, AND REFINISHING, AS APPROVED BY ARCHITECT, AND LEAVE IN AN UNDAMAGED CONDITION.K. AT COMPLETION OF CONSTRUCTION ACTIVITIES OF OTHER TRADES, TOUCH UP AND RESTORE DAMAGED OR DEFACED PAINTED SURFACES.L. PAINTING FIRE SUPPRESSION, PLUMBING, HVAC, ELECTRICAL, COMMUNICATION, AND ELECTRONIC SAFETY AND SECURITY WORK:

1. PAINT THE FOLLOWING WORK WHERE EXPOSED IN OCCUPIED SPACES:1. EQUIPMENT, INCLUDING PANELBOARDS.2. UNINSULATED METAL PIPING.3. PIPE HANGERS AND SUPPORTS.4. METAL CONDUIT.5. PLASTIC CONDUIT.6. DUCT, EQUIPMENT, AND PIPE INSULATION HAVING COTTON OR CANVAS INSULATION COVERING OR OTHER PAINTABLE JACKET MATERIAL.7. OTHER ITEMS AS DIRECTED BY ARCHITECT.

M. INTERIOR PAINTING SCHEDULE:1. PREPARE PREVIOUSLY PAINTED SUBSTRATES PER MANUFACTURER’S WRITTEN INSTRUCTIONS.2. STEEL SUBSTRATES:

1. INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM, MPI INT 5.1S:1) PRIME COAT: PRIMER, RUST INHIBITIVE, WATER BASED.2) INTERMEDIATE COAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, MATCHING TOPCOAT.3) TOPCOAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, SEMI-GLOSS (MPI GLOSS LEVEL 5).

3. WOOD SUBSTRATES (DOORS, FRAMES & TRIM)1. INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM, MPI INT 6.3V:

1) PRIME COAT: PRIMER, LATEX, FOR INTERIOR WOOD.2) INTERMEDIATE COAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, MATCHING TOPCOAT.3) TOPCOAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, SEMI-GLOSS (MPI GLOSS LEVEL 5).

4. GYPSUM BOARD SUBSTRATES:1. INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM, MPI INT 9.2M:

1) PRIME COAT: PRIMER SEALER, INTERIOR, INSTITUTIONAL LOW ODOR/VOC.2) INTERMEDIATE COAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, MATCHING TOPCOAT.3) TOPCOAT (CEILING): LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, FLAT (MPI GLOSS LEVEL 1).4) TOPCOAT (WALLS): LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC (MPI GLOSS LEVEL 4).

5. CMU SUSBTRATES:1. INSTITUTIONAL LOW-ODOR/VOC LATEX SYSTEM MPI INT 4.2E:

1) BLOCK FILLER: BLOCK FILLER, LATEX, INTERIOR/EXTERIOR.2) INTERMEDIATE COAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC, MATCHING TOPCOAT.3) TOPCOAT: LATEX, INTERIOR, INSTITUTIONAL LOW ODOR/VOC (MPI GLOSS LEVEL 4).

N. EXTERIOR PAINTING SCHEDULE: 1. GALVANIZED-METAL SUBSTRATES:

1. WATER-BASED LIGHT INDUSTRIAL COATING SYSTEM, MPI EXT 5.3J:1) PRIME COAT: PRIMER, GALVANIZED METAL, AS RECOMMENDED IN WRITING BY TOPCOAT MANUFACTURER FOR EXTERIOR USE ON GALVANIZED-METAL SUBSTRATES WITH TOPCOAT INDICATED.2) INTERMEDIATE COAT: LIGHT INDUSTRIAL COATING, EXTERIOR, WATER BASED, MATCHING TOPCOAT.3) TOPCOAT: LIGHT INDUSTRIAL COATING, EXTERIOR, WATER BASED, SEMI-GLOSS (MPI GLOSS LEVEL 5).

1.21 SECTION 102800 - TOILET BATH AND LAUNDRY ACCESSORIES

A. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION.B. STAINLESS STEEL: ASTM A 666, TYPE 304, 0.031-INCH MINIMUM NOMINAL THICKNESS UNLESS OTHERWISE INDICATED.C. FASTENERS: SCREWS, BOLTS, AND OTHER DEVICES OF SAME MATERIAL AS ACCESSORY UNIT AND TAMPER-AND-THEFT RESISTANT WHERE EXPOSED, AND OF GALVANIZED STEEL WHERE CONCEALED.D. MIRRORS: ASTM C 1503, MIRROR GLAZING QUALITY, CLEAR-GLASS MIRRORS, NOMINAL 6.0 MM THICK.E. TOILET TISSUE (ROLL) DISPENSER:

1. BASIS-OF-DESIGN PRODUCT: BOBRICK, B-42882. DESCRIPTION: DOUBLE-ROLL DISPENSER.3. MOUNTING: SURFACE MOUNTED.4. CAPACITY: DESIGNED FOR 4-1/2- OR 5-INCH-DIAMETER TISSUE ROLLS.5. MATERIAL AND FINISH: STAINLESS STEEL, NO. 4 FINISH (SATIN).

F. COMBINATION TOWEL (FOLDED) DISPENSER/WASTE RECEPTACLE:1. BASIS-OF-DESIGN PRODUCT: BOBRICK B-369032. DESCRIPTION: COMBINATION UNIT FOR DISPENSING C-FOLD OR MULTIFOLD TOWELS, WITH REMOVABLE WASTE RECEPTACLE.3. MOUNTING: RECESSED.

1. DESIGNED FOR NOMINAL 4-INCH WALL DEPTH.4. MINIMUM TOWEL-DISPENSER CAPACITY: 300 C-FOLD OR 400 MULTIFOLD PAPER TOWELS.5. MINIMUM WASTE-RECEPTACLE CAPACITY: 1.6 GA.6. MATERIAL AND FINISH: STAINLESS STEEL, NO. 4 FINISH (SATIN).7. LINER: REUSABLE, VINYL WASTE-RECEPTACLE LINER.8. LOCKSET: TUMBLER TYPE FOR TOWEL-DISPENSER COMPARTMENT AND WASTE RECEPTACLE.

G. LIQUID-SOAP DISPENSER:1. DESCRIPTION: DESIGNED FOR DISPENSING SOAP IN LIQUID OR LOTION FORM.2. MOUNTING: VERTICALLY ORIENTED, SURFACE MOUNTED.3. CAPACITY: 16 OZ.4. MATERIALS: STAINLESS STEEL.5. LOCKSET: TUMBLER TYPE.6. REFILL INDICATOR: WINDOW TYPE.

H. SANITARY-NAPKIN DISPOSAL UNIT1. BASIS-OF-DESIGN: BOBRICK B-270.2. MOUNTING: SURFACE MOUNTED.3. DOOR OR COVER: SELF-CLOSING, DISPOSAL-OPENING COVER4. RECEPTACLE: REMOVABLE.5. MATERIAL AND FINISH: STAINLESS STEEL, ASTM A480/A480M NO. 4 FINISH (SATIN).

I. SEAT COVER DISPENSER1. BASIS-OF-DESIGN: BOBRICK B-221.2. MOUNTING: SURFACE MOUNTED.3. MINIMUM CAPACITY: 250 SEAT COVERS.4. EXPOSED MATERIAL AND FINISH: STAINLESS STEEL, NO. 4 FINISH (SATIN).5. LOCKSET: TUMBLER TYPE.

J. GRAB BAR:1. BASIS-OF-DESIGN PRODUCT: BOBRICK B-5806 SERIES.2. MOUNTING: FLANGES WITH CONCEALED FASTENERS.3. MATERIAL: STAINLESS STEEL.

1. FINISH: SMOOTH, NO. 4 FINISH (SATIN).4. OUTSIDE DIAMETER: 1-1/4 INCHES.5. CONFIGURATION AND LENGTH: AS INDICATED ON DRAWINGS.

K. FRAMED MIRROR UNIT:1. BASIS-OF-DESIGN PRODUCT: BOBRICK B-290 SERIES2. FRAME: STAINLESS-STEEL CHANNEL.

1. CORNERS: WELDED AND GROUND SMOOTH.3. HANGERS: PRODUCE RIGID, TAMPER- AND THEFT-RESISTANT INSTALLATION, USING METHOD INDICATED BELOW.

1. ONE-PIECE, GALVANIZED-STEEL, WALL-HANGER DEVICE WITH SPRING-ACTION LOCKING MECHANISM TO HOLD MIRROR UNIT IN POSITION WITH NO EXPOSED SCREWS OR BOLTS.2. WALL BRACKET OF GALVANIZED STEEL, EQUIPPED WITH CONCEALED LOCKING DEVICES REQUIRING A SPECIAL TOOL TO REMOVE.

4. SIZE: AS INDICATED ON DRAWINGS.L. HIGH-SPEED WARM-AIR DRYER:

1. BASIS-OF-DESIGN: DYSON AIRBLADE V.2. DESCRIPTION: HIGH-SPEED, WARM-AIR HAND DRYER FOR RAPID HAND DRYING.

IN "MOUNTING" SUBPARAGRAPH BELOW, RETAIN LAST OPTION FOR SURFACE-MOUNTED UNITS THAT PROJECT FROM WALLS BY A LIMITED DIMENSION AND THAT COMPLY WITH THE ADA-ABA. RECESSED AND SEMIRECESSED MAY ALSO COMPLY WITH THE ADA-ABA.

3. MOUNTING: SURFACE MOUNTED , WITH LOW-PROFILE DESIGN.4. OPERATION: ELECTRONIC-SENSOR ACTIVATED WITH OPERATION TIME OF 10 TO 20 SECONDS.5. COVER MATERIAL AND FINISH: POLYCARBONATE WITH SPRAYED NICKEL FINISH.6. ELECTRICAL REQUIREMENTS: 120-127V, 1000W.

M. UNDERLAVATORY GUARD:1. DESCRIPTION: INSULATING PIPE COVERING FOR SUPPLY AND DRAIN PIPING ASSEMBLIES THAT PREVENTS DIRECT CONTACT WITH AND BURNS FROM PIPING; ALLOW SERVICE ACCESS WITHOUT REMOVING COVERINGS.2. MATERIAL AND FINISH: ANTIMICROBIAL, MOLDED PLASTIC, WHITE.3. PROVIDE AT ADA ACCESSIBLE LAVATORIES.

N. UTILITY SHELF:1. DESCRIPTION: WITH EXPOSED EDGES TURNED DOWN NOT LESS THAN 1/2 INCH AND SUPPORTED BY TWO TRIANGULAR BRACKETS WELDED TO SHELF UNDERSIDE.2. SIZE: 16 INCHES LONG BY 6 INCHES DEEP.3. MATERIAL AND FINISH: NOT LESS THAN NOMINAL 0.05-INCH-THICK STAINLESS STEEL, NO. 4 FINISH (SATIN).

O. MOP AND BROOM HOLDER:1. DESCRIPTION: UNIT WITH SHELF, HOOKS, HOLDERS, AND ROD SUSPENDED BENEATH SHELF.2. LENGTH: 36 INCHES.3. HOOKS: THREE.4. MOP/BROOM HOLDERS: FOUR, SPRING-LOADED, RUBBER HAT, CAM TYPE.5. MATERIAL AND FINISH: STAINLESS STEEL, NO. 4 FINISH (SATIN).

1. SHELF: NOT LESS THAN NOMINAL 0.05-INCH-THICK STAINLESS STEEL.2. ROD: APPROXIMATELY 1/4-INCH-DIAMETER STAINLESS STEEL.

P. KEYS: PROVIDE UNIVERSAL KEYS FOR INTERNAL ACCESS TO ACCESSORIES FOR SERVICING AND RESUPPLYING. PROVIDE MINIMUM OF SIX KEYS TO OWNER'S REPRESENTATIVE.Q. INSTALL ACCESSORIES ACCORDING TO MANUFACTURERS' WRITTEN INSTRUCTIONS, USING FASTENERS APPROPRIATE TO SUBSTRATE INDICATED AND RECOMMENDED BY UNIT MANUFACTURER. INSTALL UNITS LEVEL, PLUMB, AND FIRMLY ANCHORED IN LOCATIONS AND AT HEIGHTS INDICATED.R. GRAB BARS: INSTALL TO WITHSTAND A DOWNWARD LOAD OF AT LEAST 250 LBF, WHEN TESTED ACCORDING TO ASTM F 446.S. ADJUST ACCESSORIES FOR UNENCUMBERED, SMOOTH OPERATION. REPLACE DAMAGED OR DEFECTIVE ITEMS.

1.22 SECTION 104400 - FIRE PROTECTION SPECIALTIES

A. NFPA COMPLIANCE: FABRICATE AND LABEL FIRE EXTINGUISHERS TO COMPLY WITH NFPA 10, "PORTABLE FIRE EXTINGUISHERS."B. MULTIPURPOSE DRY-CHEMICAL TYPE IN STEEL OR ALUMINUM CONTAINER: UL-RATED 2-A:10-B:C, 5-LB NOMINAL CAPACITY (MINIMUM), WITH MONOAMMONIUM PHOSPHATE-BASED DRY CHEMICAL IN ENAMELED-STEEL CONTAINER.C. SEMIRECESSED CABINET: ONE-PIECE COMBINATION TRIM AND PERIMETER DOOR FRAME OVERLAPPING SURROUNDING WALL SURFACE WITH EXPOSED TRIM FACE AND WALL RETURN AT OUTER EDGE (BACKBEND).D. CABINET MATERIAL: COLD-ROLLED STEEL SHEET OR ALUMINUM SHEET.

1. SHELF: SAME METAL AND FINISH AS CABINET.E. SEMIRECESSED CABINET: ONE-PIECE COMBINATION TRIM AND PERIMETER DOOR FRAME OVERLAPPING SURROUNDING WALL SURFACE WITH EXPOSED TRIM FACE AND WALL RETURN AT OUTER EDGE (BACKBEND).

1. SQUARE-EDGE TRIM: 1-1/4- TO 1-1/2-INCHBACKBEND DEPTH.2. CABINET AND DOOR MATERIAL: STEEL SHEET OR ALUMINUM SHEET.3. DOOR STYLE: DUO-VERTICAL PANEL.4. DOOR GLAZING: TEMPERED BREAK GLASS.5. DOOR HARDWARE: MANUFACTURER'S STANDARD DOOR-OPERATING HARDWARE OF PROPER TYPE FOR CABINET TYPE, TRIM STYLE, AND DOOR MATERIALAND STYLE INDICATED.

1. PROVIDE CONTINUOUS HINGE, OF SAME MATERIAL AND FINISH AS TRIM, PERMITTING DOOR TO OPEN 180 DEGREES.F. ACCESSORIES:

1. MOUNTING BRACKET: MANUFACTURER'S STANDARD STEEL, DESIGNED TO SECURE FIRE EXTINGUISHER TO FIRE-PROTECTION CABINET, OF SIZES REQUIRED FOR TYPES AND CAPACITIES OF FIRE EXTINGUISHERS INDICATED, WITH PLATED OR BAKED-ENAMEL FINISH.2. BREAK-GLASS STRIKE: MANUFACTURER'S STANDARD METAL STRIKE, COMPLETE WITH CHAIN AND MOUNTING CLIP, SECURED TO CABINET.3. DOOR LOCK: CAM LOCK THAT ALLOWS DOOR TO BE OPENED DURING EMERGENCY BY PULLING SHARPLY ON DOOR HANDLE.4. IDENTIFICATION: LETTERING COMPLYING WITH AUTHORITIES HAVING JURISDICTION FOR LETTER STYLE, SIZE, SPACING, AND LOCATION. LOCATE AS DIRECTED BY ARCHITECT.

G. MATERIALS:1. COLD-ROLLED STEEL: ASTM A 1008/A 1008M, COMMERCIAL STEEL (CS), TYPE B.

1. FINISH: BAKED ENAMEL OR POWDER COAT.2. COLOR: AS SELECTED BY ARCHITECT FROM FULL RANGE OF INDUSTRY COLORS AND COLOR DENSITIES.

2. ALUMINUM: ASTM B 221, WITH STRENGTH AND DURABILITY CHARACTERISTICS OF NOT LESS THAN ALLOY 6063-T5 FOR ALUMINUM SHEET. ASTM B 221FOR EXTRUDED SHAPES.

1. FINISH: BAKED ENAMEL OR POWDER COAT.2. COLOR: AS SELECTED BY ARCHITECT FROM FULL RANGE OF INDUSTRY COLORS AND COLOR DENSITIES.

3. TEMPERED BREAK GLASS: ASTM C 1048, KIND FT, CONDITION A, TYPE I, QUALITY Q3, 1.5 MM THICK.H. GENERAL: INSTALL FIRE-PROTECTION CABINETS IN LOCATIONS AND AT MOUNTING HEIGHTS INDICATED OR, IF NOT INDICATED, AT HEIGHTS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.I. FIRE-PROTECTION CABINETS: FASTEN CABINETS TO STRUCTURE, SQUARE AND PLUMB.

1. FASTEN MOUNTING BRACKETS TO INSIDE SURFACE OF FIRE-PROTECTION CABINETS, SQUARE AND PLUMB.J. IDENTIFICATION: APPLY DECALS AND VINYL LETTERING AT LOCATIONS INDICATED.

1.23 SECTION 113013 - RESIDENTIAL APPLIANCES

A. PERFORMANCE REQUIREMENTS:1. ELECTRICAL APPLIANCES: LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION.

B. APPLIANCES:1. REFRIGERATOR

1. BASIS-OF-DESIGN: SUMMIT FF1159SS2. CAPACITY: 10.3 CU. FT.3. ADA COMPLIANT4. WARRANTY:

1) PARTS AND LABOR: 1 YEAR2) COMPRESSOR: 5 YEARS

2. MICROWAVE OVEN1. BASIS-OF-DESIGN: GE PROFILE PES7227SLSS2. CAPACITY: 2.2 CU. FT.3. WARRANTY:

1) PARTS AND LABOR: 1 YEARC. FREESTANDING EQUIPMENT: PLACE UNITS IN FINAL LOCATIONS AFTER FINISHES HAVE BEEN COMPLETED IN EACH AREA. VERIFY THAT CLEARANCES ARE ADEQUATE TO PROPERLY OPERATE EQUIPMENT.D. PERFORM THE FOLLOWING TESTS AND INSPECTIONS:

1. PERFORM VISUAL, MECHANICAL, AND ELECTRICAL INSPECTION AND TESTING FOR EACH APPLIANCE ACCORDING TO MANUFACTURERS' WRITTEN RECOMMENDATIONS. CERTIFY COMPLIANCE WITH EACH MANUFACTURER'S APPLIANCE-PERFORMANCE PARAMETERS.2. OPERATIONAL TEST: AFTER INSTALLATION, START UNITS TO CONFIRM PROPER OPERATION.3. TEST AND ADJUST CONTROLS AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND COMPONENTS.

1.24 SECTION 115213 - PROJECTION SCREENS

A. ELECTRICALLY OPERATED, FRONT-PROJECTION SCREENS1. GENERAL: MANUFACTURER'S STANDARD UNITS CONSISTING OF CASE, SCREEN, MOTOR, CONTROLS, MOUNTING ACCESSORIES, AND OTHER COMPONENTS NECESSARY FOR A COMPLETE INSTALLATION.

B. SUSPENDED, ELECTRICALLY OPERATED SCREENS WITH AUTOMATIC CEILING CLOSURE AND WITHOUT TAB TENSIONING: MOTOR-IN-ROLLER UNITS DESIGNED AND FABRICATED FOR SUSPENDED MOUNTING; WITH BOTTOM OF CASE COMPOSED OF TWO PANELS, FULLY ENCLOSING SCREEN, MOTOR, AND WIRING; ONE PANEL HINGED AND DESIGNED TO OPEN AND CLOSE AUTOMATICALLY WHEN SCREEN IS LOWERED AND FULLY RAISED, THE OTHER REMOVABLE OR OPENABLE FOR ACCESS TO INTERIOR OF CASE.C. FRONT-PROJECTION SCREEN MATERIAL

1. MATTE-WHITE VIEWING SURFACE: PEAK GAIN OF NOT LESS THAN 0.9, AND GAIN OF NOT LESS THAN 0.8 AT AN ANGLE OF 50 DEGREES FROM THE AXIS OF THE SCREEN SURFACE.2. SEAMLESS CONSTRUCTION: PROVIDE SCREENS, IN SIZES INDICATED, WITHOUT SEAMS.3. SIZE OF VIEWING SURFACE: AS INDICATED ON DRAWINGS.

D. INSTALLATION1. INSTALL FRONT-PROJECTION SCREENS AT LOCATIONS INDICATED TO COMPLY WITH SCREEN MANUFACTURER'S WRITTEN INSTRUCTIONS.2. INSTALL LOW-VOLTAGE CONTROLS ACCORDING TO NFPA 70 AND COMPLYING WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.3. TEST ELECTRICALLY OPERATED UNITS TO VERIFY THAT SCREEN CONTROLS, LIMIT SWITCHES, CLOSURES, AND OTHER OPERATING COMPONENTS ARE IN OPTIMUM FUNCTIONING CONDITION.

Page 5: TAKOMA PARK LIBRARY · 2019-07-16 · takoma park library bid set architectural specifications a001 lower level renovation 416 cedar st. nw washington dc 20012 1 06/26/2019 permit

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THE CONTRACTOR SHALL:

A. COORDINATE ALL DEMOLITION/PHASING EFFORTS WITH THE ARCHITECT-ENGINEER AND OWNER'S REPRESENTATIVES. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION OF OWNER'S OPERATIONS AND TO PROVIDE BUILDING USER'S SAFETY. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE-APPROVED AND COORDINATED WITH THE OWNER'S REPRESENTATIVE.

B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE OWNER AND AS SPECIFIED.

C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK.

D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL TIMES.

E. VERIFY ALL EXISTING CONDITIONS, STRUCTURURAL AND /OR CONCEALED ITEMS, DIMENSIONS AND ELEVATIONS AND NOTIFY THE ARCHITECT-ENGINEER OF ANY DISCREPANCIES.

F. REMOVE IN THEIR ENTIRETY ALL EXISTING WALLS, DOORS, MILLWORK, PLUMBING FIXTURES, CEILINGS, SOFFITS, MARKERBOARDS, ETC. AS REQUIRED TO EXECUTE THE DEMOLITION/CONSTRUCTION WORK DESCRIBED BY THE DRAWINGS.

G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY MATERIALS.

H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS CONTRACT.

I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH AND/OR CONDITION.

J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED OTHERWISE OR AS AUTHORIZED BY ARCHITECT-ENGINEER.

K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER, COMMUNICATION AND DATA CABLES TO PREVENT INTERRUPTION OF THEIR SERVICE.

L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING, DUCTWORK, CONDUIT, ETC. AS REQUIRED TO MAINTAIN FIRE SEPARATIONS. FINISH AS REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES.

M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH NEW OR EXISTING ADJACENT SURFACES.

N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR FURTHER SEQUENCING AND SCOPE OF WORK.

O. AVOID ANY DISTURBANCE OF SOILS WITHIN THE ZONE OF INFLUENCE AROUND EXISTING FOOTINGS AND FLOOR SLABS AS DIRECTED BY GEOTECHNICAL ENGINEER.

P. WHERE CMU WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY REMOVING CMU IN TOOTH-IN PATTERN BOTH SIDES OF DEMOLITION FOR CONTRACTOR TO TOOTH-IN NEW CMU PATCHES.

Q. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED, PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0" BEYOND DEMOLITION.

R. COORDINATE DEMOLITION WORK WITH NEW WORK DRAWINGS.S. CONTRACTOR SHALL COORDINATE THE DEMOLATION WORK OF

ALL TRADES.

DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS.

FLOORPLAN GENERAL NOTES

1. PAINT ALL WINDOW SILLS, WINDOW TRIM, WALLS, AND CEILING WITHIN SCOPE OF WORK. PATCH AND REPAIR ANY DAMAGED WOOD WINDOW TRIM AND REPAINT.

2. SEE A601 FOR DOOR TYPES AND SCHEDULE.3. ALL DIMENSIONS ARE FROM FINISH TO FINISH OF DRYWALL

PARTITIONS, OR TO COLUMN CENTERLINE, UNLESS NOTED OTHERWISE. ALL THICKNESSES ARE NOMINAL DIMENSIONS.

4. ALL DOOR OPENINGS ARE DIMENSIONED TO SCHEDULED DOOR OPENINGS.

5. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD.6. REFER TO ALL DISCIPLINE DRAWINGS FOR FULL EXTENT OF

WORK. COORDINATE BETWEEN ALL TRADES / DISCIPLINES.7. FLOOR TOLERANCE: EXISTING FLOOR SLABS TO BE LEVELED TO

A TOLERANCE OF 1/4" SLOPE IN 10'-0".

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EL

RE

NO

VA

TIO

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SCALE: 1/8" = 1'-0"A101

2 FLOOR PLAN LOWER LEVEL - DEMOLITION WORKSCALE: 1/8" = 1'-0"A101

1 FLOOR PLAN LOWER LEVEL - NEW WORKKEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

D.01 REMOVE "DUMMY" DOOR, FRAME, TRIM, HARDWARE.PATCH AND REPAIR FLOOR AND ADJOINING WALLS ASNECESSARY FOR FUTURE FINISHES, TYP.

D.02 CONTRACTOR TO DECIDE WHETHER TO REMOVEPORTION OF MASONRY WALL FOR FUTURE DOOR(COORDINATE WITH ARCH DOOR DWGS.) OR TOREMOVE PORTION OF EXISTING MASONRY WALL TOUNDERSIDE OF THE STRUCTURAL DECK PATCH ANDREPAIR FLOOR, CEILING, AND ADJOINING WALLS ASNECESSARY FOR FUTURE FINISHES, TYP.COORDINATE HEIGHT OF DEMOLITION WITH NEWDOOR / OPENING.

D.03 REMOVE FLOOR ACCESS PANELS AND FILL AS REQ'DFOR FUTURE FINISHES.

D.04 OWNER IS RESPONSIBLE FOR MOVING STORAGE ORFURNITURE. CONTRACTOR TO COORDINATE WITHARCH. DWGS. FOR NEW LOCATION.

D.05 REMOVE AND SALVAGE F.E. (FIRE EXTINGUISHER) FORREINSTALLATION IN NEW WORK PLAN

D.06 REMOVE EXISTING LIGHT FIXTURES, PATCH ANDREPAIR CEILING FOR FUTURE FINISHES, TYP.

D.07 REMOVE EXISTING EQUIPMENT, SEE MEP DRAWINGSFOR ADDITIONAL INFORMATION

D.08 REMOVE EXISTING BUILT-INS , EQUIPMENT , CEILING,LIGHT FIXTURES, PLUMBING FIXTURES AND CAPLINES, SEE MEP DRAWINGS FOR ADDITIONALINFORMATION

D.09 REMOVE DOOR, FRAME, TRIM, HARDWARE. PATCHAND REPAIR FLOOR AND ADJOINING WALLS ASNECESSARY FOR NEW DOOR

D.10 REMOVE OPENING FRAME AND TRIM. PATCH ANDREPAIR FLOOR AND ADJOINING WALLS AS NECESSARYFOR FUTURE FINISHES, TYP.

D.11 THE EXISTING MASONRY NON-LOADBEARING WALLOPENING SHOULD BE REMOVED TO THE UNDERSIDEOF THE STRUCTURAL DECK. THE TOP OF THE GLASSPARTITION AND DOOR CONNECTION SHOULD BE ABLETO RESIST THE CODE PRESCRIBED INTERIORPARTITION LATERAL LOAD.

D.12 REPLACE WINDOW PANELS TO MATCH ORIGINALWINDOWS

D.13 REMOVE AND SALVAGE (PROJECTOR SCREEN) FORREINSTALLATION IN NEW WORK PLAN

NORTH

0 5 10

SCALE: 1/8" = 1'=0"

20

NORTH

0 5 10

SCALE: 1/8" = 1'=0"

20

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Page 6: TAKOMA PARK LIBRARY · 2019-07-16 · takoma park library bid set architectural specifications a001 lower level renovation 416 cedar st. nw washington dc 20012 1 06/26/2019 permit

REF.

OFFICE

015STAFF

014

BOOK RM 1

013

A201

4

5

A201

3

F

F2

A

A

F F2

F2

F2

013

014

015

2' -

0"

ALIGN

ALUMINUM STOREFRONT SYSTEM. TYPE "A" WALL ABOVE STOREFRONT.

ALUMINUM STOREFRONT SYSTEM. TYPE "A" WALL ABOVE STOREFRONT.

ALUMINUM STOREFRONT SYSTEM. TYPE "A" WALL ABOVE STOREFRONT.

SE

E E

LEV

AT

ION

EQ

.A

SE

E E

LEV

AT

ION

EQ

.A

V.I.F.

V.I.

F.

CHASE WALL TO BE BUILT AS TIGHT TO EXISTING PIPES.

F

2

F

V.I.F.

CHASE WALL TO BE BUILT TIGHT AROUND FAN COIL UNIT, SEE MEP. DWGS.

ALIGN

4

A702

2'-11" V.I.F.

V.I.

F.

2' -

0"

F2

F2

A

NEW LOUVER SIMILAR IN APPEARANCE TO EXISTING BUILDING LOUVERS ON EAST FACADE. BOTTOM OF LOUVER ALLIGNED WITH BOTTOM OF WINDOW SILL ON SOUTH FACADE. SEE MEP DWGS.

EQ EQ

NEW LOUVER SIMILAR IN APPEARANCE TO EXISTING BUILDING LOUVERS ON EAST FACADE. BOTTOM OF LOUVER ALLIGNED WITH BOTTOM OF WINDOW SILL ON WEST FACADE. SEE MEP DWGS.

MEETINGROOM

006

STORAGE

005

IT ROOM RACK

004

FRIENDS

003

A201

7

A201

8

9

10

11

7' - 0"

14' -

3"

16' - 7"

ALIGN

A

A

F2

A

F2

A

004

005

005A

003

A4

ALUMINUM STOREFRONT SYSTEM. TYPE "A" WALL ABOVE STOREFRONT.

006

F2

3 1/2" 10' - 11" V.I.F. 3 1/2"

NEW GOOSE NECK PAINTED TO MATCH EXISTING BUILDING. BOTTOM ALLIGNED WITH BOTTOM OF WINDOW SILL ON WEST FACADE. SEE MEP DWGS.

EQ

EQ

4

A702

EQEQEQ

0' - 3"0' - 3"

RB-1

SS-1

4

EQ EQ EQ

1

A702

2

A702

3

A702

V.I.F.

26" CLEAR

0' -

10"

1' -

5"

6' -

2"

7' -

0"

ST

OR

EF

RO

NT

(2) EQ. PANELS

2' -

10"

CTG CTG CTG

6'-1

0" D

OO

R

3 '-0" DOOR

9' - 3 1/2" V.I.F.

5

A702

4

A602

6

A602

5

A602

SS-1

PL-1

PL-2

23

7' -

0"

ST

OR

EF

RO

NT

(2) EQ. PANELS

6' -

10"

DO

OR

3'-0" DOOR

CTG CTGCTG

10' - 4 1/2" V.I.F.

2 3/4"2 3/4"

4

A602

8

A602

Sim

RB-1

1

(2) EQ. PANELS

7' -

0"

ST

OR

EF

RO

NT

CTG CTG

10' - 11" V.I.F.

CTG

DOOR3' - 0"

6' -

10"

DO

OR

4

A602

7

A602

Sim

RB-1

1

RB-1

5

1

4

RB-1

MOTORIZED PROJECTOR SCREEN, SEE SPECIFICATIONS.

1

OPEN TO BEYOND

(5) EQ. PANELS

FWP-1

RB-1RB-1

1

4

A201

13

16

15

14STAFF TOILET

002

EQ EQ

1' - 6"

WC

LAV

PTD

SND

TTD

SCD

SD

A

002

A1

F2

HD

F

F3 F

EQ

EQ

33"-

36"

17"-

19"

SCD

48"

MA

X

WC

GB-1

CT-2

1

4

PTD

T.O

. CO

NT

RO

LS48

" M

AX

.

CT-2

1

MR

LAV

SD

T.O

. CO

NT

RO

LS (

SD

& H

D)

44"-

48"

34"

MA

X

2'-3

" M

IN.

40"

MA

X.

HD

MEP EQUIP., SEE MEP DWGS.

CT-2

11

7" - 9"

39" - 41"

MEP EQUIP., SEE MEP DWGS.

SND

TTD

GB-3

1'-6

" M

IN.

2' -

4"

42" MIN. 12" MAX

1' -

6"

39"-

41"

GB-2

CT-1

A. ACCESSIBLE URINAL SHALL PROVIDE CLEAR FLOOR SPACE PER ADA SAD 2010 - 605.3

B. ACCESSIBLE WATER CLOSETS SHALL PROVIDE CLEAR SPACE PER ADA SAD 2010 - 604.3.1

C. ACCESSIBLE LAVATORIES AND SINKS SHALL PROVIDE CLEAR SPACE PER ADA SAD 2010 - 606.2

D. ACCESSIBLE TOILET ROOMS SHALL PROVIDE A TURNING SPACE OF 60 INCHES IN DIAMETER PER ADA SAD 2010 - 304.3.1

E. ACCESSIBLE WATER FOUNTAINS SHALL PROVIDE CLEAR FLOOR SPACE PER ADA SAD 2010 - 602.2

F. ACCESSIBLE TOILET PARTITIONS SHALL COMPLY WITH ADA SAD 2010 - 604.8.1

G. EXPOSED PIPES AND SURFACES UNDER LAVATORIES AND SINKS SAHLL BE INSULATED PER ADA SAD 2010 - 606.5

GENERAL NOTES FOR

ACCESSIBILITY

A. ACCESSIBLE URINAL SHALL PROVIDE CLEAR FLOOR SPACE PER 2009 ICC/A117.1 - 605.3

B. ACCESSIBLE WATER CLOSETS SHALL PROVIDE CLEAR SPACE PER ICC/A117.1 - 604.3.

C. ACCESSIBLE LAVATORIES AND SINKS SHALL PROVIDE CLEAR SPACE PER ICC/A117.1 - 606.2.

D. ACCESSIBLE TOILET ROOMS SHALL PROVIDE A TURNING SPACE OF 60 INCHES IN DIAMETER PER ICC/A117.1 - 304.3.1.

E. ACCESSIBLE WATER FOUNTAINS SHALL PROVIDE CLEAR FLOOR SPACE PER ICC/A117.1 - 605.2.

F. ACCESSIBLE TOILET PARTITIONS SHALL COMPLY WITH ICC/A117.1 - 604.9.

G. EXPOSED PIPES AND SURFACES UNDER LAVATORIES AND SINKS SAHLL BE INSULATED PER ICC/A117.1 - 606.6.

GENERAL NOTES FOR

ACCESSIBILITY

TOILET ACCESSORIES

ABBREVIATIONS

ABBREV DESCRIPTIONACC ADA ACCESSIBLE HEIGHTBCS BABY CHANGING STATIONEWC ELECTRIC WATER COOLERGB-1 GRAB BAR (BACK WALL)GB-2 GRAB BAR (SIDE WALL)GB-3 GRAB BAR (VERTICAL)HD ELECTRIC HAND DRYERLAV LAVATORYMBH MOP / BROOM HOLDERMR MIRRORPTD TOWEL AND WASTE RECEPTACLERH ROBE HOOKSCD SEAT COVER DISPENSERSD LIQUID SOAP DISPENSERSND SANITARY NAPKIN DISPOSALSSS STAINLESS STEEL SHELFTTD SURFACE MOUNTED TOILET PAPER DISPENSERUS UTILITY SHELFWC WATER CLOSETWR SEMI-RECESSED WASTE RECEPTACLE

GLAZING LEGENDABBREV DESCRIPTIONCTG CLEAR TEMPERED GLASS, SEE SPECS.IGU 1" LOW E INSULATED GLASS, SEE SPECS.

RB-1

CTG

7' -

0"

ST

OR

EF

RO

NT

3' - 8 1/4" V.I.F.

4

A602

6

A602

1

4

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A201

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SCALE: 1/4" = 1'-0"A201

1 ENLARGED FLOORPLAN BOOK ROOM AND STAFF

SCALE: 1/4" = 1'-0"A201

6 ENLARGED FLOOR PLAN MEETING ROOM AND FRIENDS ROOM

SCALE: 1/4" = 1'-0"A201

3 INT. ELEVATION BOOK RM 1- N

SCALE: 1/4" = 1'-0"A201

4 INT. ELEVATION STAFF ROOM - NSCALE: 1/4" = 1'-0"A201

5 INT. ELEVATION STAFF RM -W

SCALE: 1/4" = 1'-0"A201

7 INT. ELEVATION FRIENDS RM-S

SCALE: 1/4" = 1'-0"A201

8 INT. ELEVATION MEETING RM - NSCALE: 1/4" = 1'-0"A201

9 INT. ELEVATION MEETING RM-E

SCALE: 1/4" = 1'-0"A201

10 INT. ELEVATION MEETING RM - SSCALE: 1/4" = 1'-0"A201

11 INT. ELEVATION MEETING RM-W

SCALE: 1/4" = 1'-0"A201

12 ENLARGED FLOORPLAN TOILETSCALE: 1/4" = 1'-0"A201

13 INT. ELEVATION STAFF TOILET - NSCALE: 1/4" = 1'-0"A201

14 INT. ELEVATION STAFF TOILET - ESCALE: 1/4" = 1'-0"A201

15 INT. ELEVATION STAFF TOILET - SSCALE: 1/4" = 1'-0"A201

16 INT. ELEV. STAFF TOILET - W

SCALE: 1/4" = 1'-0"A201

2 INT. ELEVATION BOOK RM 1-W

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KEYNOTE LEGENDKEY VALUE KEYNOTE TEXT

1 LIGHTING, SEE ELEC. DWGS.

2 MICROWAVE, SEE SPECIFICATIONS

3 REFRIGERATOR, SEE SPECIFICATIONS

4 M.E.P. EQUIPMENT, SEE M.E.P DWGS.

5 PLUG MOLD, SEE ELEC. DWGS.

Page 7: TAKOMA PARK LIBRARY · 2019-07-16 · takoma park library bid set architectural specifications a001 lower level renovation 416 cedar st. nw washington dc 20012 1 06/26/2019 permit

A. ALL CEILINGS ARE AT 7'-0" UNLESS NOTED OTHERWISE.B. CEILING HEIGHTS ARE AS NOTED ON THE REFLECTED CEILING

PLAN UNLESS NOTED OTHERWISE.C. PROVIDE SUSPENSION SYSTEM AROUND ELECTRICAL FIXTURES,

MECHANICAL GRILLES, DIFFUSERS, ETC. AT ACOUSTICAL PANEL CEILINGS.

D. ALL DIMENSIONS ON REFLECTED CEILING PLANS ARE ACTUAL AND ARE TO THE FOLLOWING UNLESS NOTED OTHERWISE:

E. IN AREAS WITH EXPOSED STRUCTURE CEILINGS, COORDINATE EXACT LOCATIONS OF MECHANICAL GRILLES, DIFFUSERS, DUCTWORK AND ELECTRICAL FIXTURES WITH EACH RESPECTIVE SUBCONTRACTOR.

F. ALL WALLS EXTEND TO UNDERSIDE OF DECK EXCEPT THOSE SHOWN SHADED IN WHICH GYPSUM BOARD OR MASONRY EXTENDS MIN 4" ABOVE FINISHED CEILING. ALL METAL STUDS EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECK.

G. ALL EXPOSED STRUCTURE AND MEP TO BE PAINTED PT-6.H. ALL LIGHT FIXTURES SHOULD BE CENTERED IN ROOM U.N.O.I. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY FIXTURE

LOCATIONS.J. REFER TO FINISH SCHEDULE FOR ADDITIONAL DETAIL ON CEILING

MATERIAL AND FINISH.K. DIMENSIONS ARE TO CENTERLINE OF FIXTURE U.N.O.

REFLECTED CEILING PLAN

GENERAL NOTES

1. FACE OF FINISHED WALL2. FACE OF FINISHED BULKHEADS3. CENTERLINE OF COLUMNS4. CENTERLINE OF TEES

MEETINGROOM

006

STORAGE

005

IT ROOM RACK

004

FRIENDS

003

HALL

001

STAFF TOILET

002

EX. ELEV.MACH.

010

EX. BOILERROOM

009

EX.MECHANICAL

ROOM

008

EX. MECHEQUIP / OFFICE

007

EX. TOILET

017

EX. TOILET

018

STAFF

014

OFFICE

015

BOOK RM 1

013

EX. ACEQUIPMENT

012

HALL

016

ELEVATOR

GYP-1

6' - 2"

EXPC

GYP-1

7' - 1"

EXPC

EXPC

EXPC

EXPC

EXPC

EXPC

EXPC

EXPCEXPC

BASE BID: USE EXISTING PROJECTORADD ALT 1: CEILING MOUNTED PROJECTOR

BASE BID : USE EXISTING PROJECTOR SCREEN, RECESS IN CEILING.ADD ALT 2 : RECESSED MOTORIZED PROJECTOR 110" DIAGONAL SCREEN WITH 16:9 ASPECT RATIO

JANITOR'SCLOSET

011

1

A701

EQ

EQ

2' X 2' CEILING ACCESS PANEL

EXPC

EXPC

EQ

EQ

2' - 6"

DEQ

DEQ

BEQ.

BEQ.

CEQ

CEQ

AEQ

AEQ

AEQ.

EQ

EQ

AEQ.

5' -

5"

6"

7' - 0" 7' - 0"

EQ EQ

EQ EQ

4' - 3" 4' - 3" 4' - 3" 4' - 3"

2' -

9"

2' -

9"

4' -

0"

4' -

0"

5' -

0"

8' - 0"

TYP.1' - 10"

1' -

10"

EEQ

EEQ

FEQ

FEQ

EQ EQ

6" TYP.

8' - 0"

EQ

EQ

NO FASCIA AT WINDOW OPENING

FINISH CEILINGAS SCHEDULED

SUSP GWB CEILING

FACE OF WALL

5/8" GWB

CASING BEAD AND SEALANT

FINISH CEILINGAS SCHEDULED

SUSP GWB CEILING

GWB CONTROL JOINT, TYP

5/8" GWB

TYP SUSP GWB PERIMETER JOINTA

TYP SUSP GWB CONTROL JOINTB

5/8" GWB, TYP

3 5/8" METAL STUD BRACING @ 32" O.C.

3 5/8" METAL STUDS @ 16" O.C.

FINISH CEILINGSEE RCP

SUSPENDED GYPSUM BOARD CEILING

CONTROL JOINT

FRONT VIEW

CONCRETE SLAB

CHIEF CMA-330

1-1/2" DIAMETER STEEL PIPE, LENGTH TBD IN FIELD

PROJECTOR CEILING MOUNT

TYPICAL VIDEO PROJECTOR

CONCRETE SLAB

THREADED ROD TO STRUCTURE ABOVE

THREADED ROD TO STRUCTURE ABOVE

CONCRETE SLAB

MOTORIZED PROJECTION SCREEN

FINISHED CEILING

MOTORIZED PROJECTION SCREEN

PROJECTION SURFACE

SCREEN DIAGONAL

FRONT VIEW

FINISHED FLOOR

FINISHED FLOOR

SIDE VIEW

FINISHED CEILING

EXISTING WALL TO REMAIN

GYPSUM BOARD SOFFIT OR CEILING , PAINTED PT-1.

EXPOSED PAINTED CEILING . PAINTED PT-6

NOT IN SCOPE

ROUND LIGHT FIXTURE, SEE ELEC. DWGS. FOR INFORMATION

SURFACE MOUNTED LIGHT FIXTURE, SEE ELEC. DWGS. FOR INFORMATION

CIRCULAR LIGHT FIXTURE,SEE ELEC. DWGS FOR INFORMATION

SQUARE LIGHT FIXTURE, SEE ELEC. DWGS FOR INFORMATION

RECESSED LINEAR LIGHT FIXTURE, SEE ELEC. DWGS FOR INFORMATION

EXIT SIGN

MECHANICAL RETURN

REFLECTED CEILING PLAN LEGEND

EXPC

ACCESS PANEL, PAINTED TO MATCH CEILING

INSIDE PANEL FRAME BEYOND

MTL STUD, TYP

1/2" GWB

LATCH

PIVOT HINGE

DRYWALL COMPOUND AROUND OPENING PERIMETER

PANEL WIDTH + 1/4"

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1 REFLECTED CEILING PLAN - LOWER LEVEL

SCALE: 1 1/2" = 1'-0"A301

6 GWB CEILING DETAILS

SCALE: 1 1/2" = 1'-0"A301

5 GYP. BD. CEILING AT SOFFIT

NORTH

0 5 10

SCALE: 1/8" = 1'=0"

20

SCALE: 1" = 1'-0"A301

4 CEILING MOUNTED PROJECTOR DETAIL

SCALE: 1" = 1'-0"A301

3 CEILING MOTORIZED PROJECTION SCREENSCALE: 3" = 1'-0"A301

2 CLG ACCESS PANEL

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Page 8: TAKOMA PARK LIBRARY · 2019-07-16 · takoma park library bid set architectural specifications a001 lower level renovation 416 cedar st. nw washington dc 20012 1 06/26/2019 permit

DOOR AND FRAME SCHEDULE

GENERAL NOTES

A. ALL HOLLOW METAL FRAMES SET IN MASONRY AND CONCRETE

WALLS SHALL BE GROUTED SOLID. SEE SPECIFICATION ON SHEET

A002 FOR FURTHER REQUIREMENTS.

B. ALL HOLLOW METAL FRAMES SET IN METAL STUD WALLS SHALL BE

FILLED WITH MINERAL WOOL BLANKET INSULATION.

C. GLASS TYPES FOR DOORS ARE INDICATED IN THE DOOR GLAZING

COLUMN OF THE DOOR AND FRAME SCHEDULE. GLASS TYPES

FOR FRAMES ARE INDICATED ON THE FRAME ELEVATIONS OR IN

THE SPECIFICATIONS.

D. FRAME MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL

CONCEALED CONDUIT AND J-BOXES REQUIRED FOR SECURITY

SYSTEM HARDWARE PRIOR TO MANUFACTURING OF HOLLOW

METAL FRAMES AND COORDINATE WITH SECURITY HARDWARE

AND DEVICES.

E. PROVIDE HEAD RECEIVERS AT ALUMINUM STOREFRONTS AND

CURTAIN WALLS AS REQUIRED FOR STRUCTURAL DEFLECTION

ALLOWANCE.

F. SEE SPECIFICATIONS HARDWARE SECTION FOR HARDWARE SETS

NOTED IN DOOR AND FRAME SCHEDULE.

A C D

EXTERIOR DOOR TO

MATCH EXISTING DOORSTOREFRONT DOOR

V.I.F

.

SC

HE

D. D

IM.

V.I.F.

SCHED. DIM.

V.I.F

.

SC

HE

D. D

IM

V.I.F.

SCHED. DIM.

SC

HE

D. D

IM

SCHED. DIM.

A1

SC

HE

D. D

IM.

SCHED. DIM.

EXTERIOR DOOR TO

MATCH EXISTING DOOR

B

VISION DOOR

CLG CLG

F1

DOOR WIDTH

DO

OR

HE

IGH

T

0' - 2" 0' - 2"

0' -

2"

F2

DO

OR

HE

IGH

T

DOOR WIDTH EXISTING

MATCH

EXISTING

MATCH

EX

IST

ING

MA

TC

H

EXTERIOR DOOR FRAME TO

MATCH EXISTING DOOR FRAME

CERAMIC TILE FINISH WHERE REQUIRED

SEALANT

HM FRAME, PAINT

DOOR, AS SCHEDULED

DOUBLE STUD @ HEAD AND JAMB, TYP.

PARTITION AS SCHEDULED

0' -

2"

FILL FRAME WITH MINERAL WOOL INSULATION

CERAMIC TILE FINISH WHERE REQUIRED

SEALANT

HM FRAME, PAINT

JAMB ANCHORS

PA

RT

ITIO

N A

S S

CH

ED

UL

ED

TYPICAL DIMENSION FROM PERPENDICULAR WALL ON ROOM SIDE, U.N.O.

FILL FRAME WITH MINERAL WOOL INSULATION0' - 2" 0' - 2"

CERAMIC TILE FINISH WHERE REQUIRED

WOOD DOOR JAMB

DOOR, AS SCHEDULED

DOUBLE STUD @ HEAD AND JAMB, TYP.

PARTITION AS SCHEDULED

1/4" SHIM

1/2" PT. GRADE WOOD CASING; PTD TO MATCH ADJ. WALL

0' -

2"

0' - 0 1/2"

CERAMIC TILE FINISH WHERE REQUIRED

PA

RT

ITIO

N A

S S

CH

ED

UL

ED

TYPICAL DIMENSION FROM PERPENDICULAR WALL ON ROOM SIDE, U.N.O.

0' - 2" 0' - 2"

0' -

0 1

/2"

1/4" SHIM

1/2" PT. GRADE WOOD CASING; PTD TO MATCH ADJ. WALL

WOOD DOOR JAMB

SCHEDULED DOOR

5/8" GYP BD WHERE OCCURS; SEE PLAN FOR PARTITION TYPE

EXISTING MASONRY

STEEL LINTEL, SEE DETAIL 6/A601 FOR INFORMATION

V.I.F.

EXISTING MASONRY

WOOD BUCK

0' -

2"

WOOD DOOR JAMB

1/4" SHIM

1/2" PT. GRADE WOOD CASING; PTD TO MATCH ADJ. WALL

STEEL LINTEL, PAINTED

TO MATCH WALL

CERAMIC TILE FINISH WHERE REQUIRED

WOOD DOOR JAMB

DOOR, AS SCHEDULED

V.I.F.

EXISTING WALL

1/4" SHIM

1/2" PT. GRADE WOOD CASING; PTD TO MATCH ADJ. WALL

0' -

2"

0' - 0 1/2"

CERAMIC TILE FINISH WHERE REQUIRED

V.I.F

.

EX

IST

ING

WA

LL

0' - 2"

0' -

0 1

/2"

1/4" SHIM

1/2" PT. GRADE WOOD CASING; PTD TO MATCH ADJ. WALL

WOOD DOOR JAMB

5/8" GYP BD WHERE OCCURS, SEE PLAN FOR PARTITION TYPE

0' - 2"

1/4" SHIM

1/2" PT. GRADE WOOD CASING; PTD TO MATCH ADJ. WALL

WOOD DOOR JAMB

WOOD BUCK

WEATHER BARRIER AT EXTERIOR WALL

SEALANT, BOTH SIDES

FRAME ANCHOR

HM FRAME TO MATCH EXISTING

DOOR TO MATCH EXISTING

EXTERIOR

INTERIOR

V.I.F

.

EX

IST

ING

MA

SO

NR

Y W

ALL

GLAZING LEGENDABBREV DESCRIPTION

CTG CLEAR TEMPERED GLASS, SEE SPECS.

IGU 1" LOW E INSULATED GLASS, SEE SPECS.

1/4"X6" PLATE CONT INSTALLED AFTER WALL REMOVED BELOW

(2) L4X3 1/2X5/16 LLV WITH 6" BEARING AT EA END

EXISTING BRICK TO REMAIN

3/16

3/16TYP.

2-12

2-12

EXISTING WALL TO BE REMOVED

NON-LOADBEARING WALL REMOVAL LINTEL DETAIL

NOTES:1. WALL IS ASSUMED TO BE NON-LOADBEARING.2. CONTRACTOR TO FIELD VERIFY THE PORTION OF

THE WALL TO BE REMOVED IS NOT SUPPORTING ANY FLOOR STRUCTURE ABOVE, LOADS FROM WALLS ABOVE, OR ANY OTHER LOAD.

3. NOTIFY ARCH IF WALL IS LOADBEARING.4. ASSUMED CONSTRUCTION IS MULIT WYTHE

BRICK.5. 8" CMU TO HAVE SIMILAR DETAIL.6. MAXIMUM SPAN = 5'-0" FOR SPECIFIED ANGLE

SIZE. 7. OPTION 2 IS TO CUT OPENING TO CEILING AND

INFILL ABOVE DOOR WITH LIGHT GAUGE FRAMING AND FINISHES.

WEATHER BARRIER AT EXTERIOR WALL

SEALANT, BOTH SIDES

GROUT FRAME SOLID

HM FRAME TO MATCH EXISTING

DOOR TO MATCH EXISTING

EXTERIORINTERIOR

V.I.F.

EXISTING MASONRY WALL

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DOOR AND FRAME SCHEDULE

NUMBER

DOOR FRAME FIRE

RATING

HARDWARE

SET

DETAILS

COMMENTSNO. OF PANELS WIDTH HEIGHT THICKNESS MATERIAL GLASS TYPE FINISH MATERIAL TYPE FINISH HEAD JAMB SILL

001 1 2' - 11 1/2" 7' - 9" 1 3/4" HM IGU C PTD HM F2 PTD 1 H5/A601 J5/A601 S2/A602 1, EGRESS DOOR

002 1 3' - 0" 6' - 10" 1 3/4" WD A PTD WD F1 PTD 2 H2/A601 J2/A601 S1/A602

003 1 3' - 0" 6' - 10" 1 3/4" AL/GL CLG D - ALUM - - 3 H6/A602 J7/A602 S3/A602 BY STOREFRONT MFR.

004 1 3' - 0" 6' - 10" 1 3/4" WD A PTD WD F1 PTD 4 H2/A601 J2/A601 S1/A602

005 1 3' - 0" 6' - 10" 1 3/4" WD A PTD WD F1 PTD 5 H2/A601 J2/A601 S1/A602

005A 1 3' - 0" 6' - 10" 1 3/4" WD A PTD WD F1 PTD 5 H2/A601 J2/A601 S1/A602

006 1 3' - 0" 6' - 10" 1 3/4" WD/GL CLG B PTD WD F1 PTD 6 H4/A601

OR

H2/A601

J4/A601

OR

J2/A601

S1/A602 CONTRACTOR TO DECIDE TO KEEP

MASONRY WALL AND CONSTRUCT A

LINTEL, OR TO REMOVE MASONRY TO

UNDERSIDE OF SLAB

007 1 3' - 0" 6' - 10" 1 3/4" HM A PTD HM F1 PTD 20 MIN. 7 H1/A601 J1/A601 S1/A602

009 1 3' - 0" 7' - 0" 1 3/4" HM A PTD HM F1 PTD 20 MIN. 7 H5/A601 J5/A601 S1/A602 1

011 1 3' - 0" 6' - 10" 1 3/4" HM A PTD HM F1 PTD 5.1 H1/A601 J1/A601 S1/A602 1

013 1 3' - 0" 6' - 10" 1 3/4" WD/GL CLG B PTD WD F1 PTD 8 H2/A602 J2/A602 S1/A602

014 1 3' - 0" 6' - 10" 1 3/4" AL/GL CLG D - ALUM - - 9 H6/A602 J6/A602 S3/A602 BY STOREFRONT MFR.

015 1 3' - 0" 6' - 10" 1 3/4" AL/GL CLG D - ALUM - - 10 H6/A602 J8/A602 S3/A602 BY STOREFRONT MFR.

016 1 3' - 0" 7' - 8" 1 3/4" HM A1 PTD HM F2 PTD 11 H5/A601 J5/A601 S2/A602 1, EGRESS DOOR

017 1 3' - 0" 7' - 0" 1 3/4" WD A PTD WD F1 PTD 12 H3/A601 J3/A601 S1/A602 1

018 1 3' - 0" 7' - 0" 1 3/4" WD A PTD WD F1 PTD 12.1 H3/A601 J3/A601 S1/A602 1

EX010 1 2' - 10" 7' - 0" 1 3/4" HM EX PTD HM EX PTD 20 MIN. 13 EX EX S1/A602 EXISTING DOOR AND FRAME TO REMAIN

-PAINT DOOR AND FRAME

EX012 1 2' - 10" 7' - 0" 1 3/4" HM EX PTD HM EX PTD 20 MIN. 13.1 EX EX S1/A602 EXISTING DOOR AND FRAME TO REMAIN

-PAINT DOOR AND FRAME

DOOR TYPES

REMARKS;

1. FIELD VERIFY EXISTING DOOR OPENING MEASUREMENTS

FRAME TYPES

SCALE: 3" = 1'-0"A601

H1 HM FRAME HEAD AT GWB PARTITION

SCALE: 3" = 1'-0"A601

J1 HM FRAME JAMB AT GYP PARITION

SCALE: 3" = 1'-0"A601

H2 WD FRAME HEAD AT GWB PARTITION

SCALE: 3" = 1'-0"A601

J2 WD FRAME JAMB AT GYP PARTITION

SCALE: 3" = 1'-0"A601

H4 WD FRAME AT CMU/FURRINGSCALE: 3" = 1'-0"A601

H3 WD FRAME HEAD AT EXISTING PARTITION

SCALE: 3" = 1'-0"A601

J3 WD FRAME JAMB AT EXISTING PARTITIONSCALE: 3" = 1'-0"A601

J4 WD FRAME JAMB AT CMU/FURRING

SCALE: 3" = 1'-0"A601

J5 HM JAMB AT EXISTING MASONRY WALLSCALE: 3/4" = 1'-0"A601

2 NEW LINTEL IN EXISTING MASONRY WALL

SCALE: 3" = 1'-0"A601

H5 HM HEAD AT EXISTING MASONRY WALL

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EQ EQ

RESILIENT FLOORING AS SCHEDULED, FEATHER FLOORING AS REQUIRED

RESILIENT FLOORING TRANSITION STRIP, SEE SPECIFICATIONS

RESILIENT FLOORING AS SCHEDULED, FEATHER FLOORING AS REQUIRED

CENTER ALL FLOOR FINISH TRANSITIONS UNDER DOOR LEAF WHERE OCCURS

SECTION DETAIL @ CONCRETE FLOOR/ RESILIENT FLOORING

GROUT

METAL "L" TRIM

TILE

TILE MORTAR

FACE OF CONCRETE

DOOR (WHERE OCCURS)

RESILIENT RAMP SUBFLOOR LEVELER

EQ EQ

BACKER ROD AND SEALANT, BOTH SIDES TYP.

WALL TYPE "A"

ALUMINUM STOREFRONT SYSTEM

1/4" SHIM AS REQUIRED

EXISTING MASONRY WALL

0' - 2 3/4"

ALUMINUM STOREFRONT SYSTEM

BACKER ROD AND SEALANT BOTH SIDES, TYP.

COLD FORMED METAL STUD WALL -SEE PLANS FOR WALL TYPES

SHIM AS REQUIRED

STOREFRONT HEAD

STOREFRONT SILL

J-MOLD, TYP.

ALUMINUM STOREFRONT SYSTEM

GLAZING AS SCHEDULED

SHIM AS REQUIRED

BACKER ROD AND SEALANT BOTH SIDES, TYP.

FINISH AS SCHEDULED

BACKER ROD AND SEALANT, BOTH SIDES TYP.

WALL TYPE "A"

ALUMINUM STOREFRONT AND DOOR AS SCHEDULE

1/4" SHIM AS REQUIRED

EXISTING MASONRY WALL

0' - 2 3/4"

U-C

UT

3/4

" U C

UT

1/2

"

MA

X

3/8

"

U-C

UT

1/2

"

MA

X

3/8

"

SILL DETAIL

12" = 1'-0"S1

SILL DETAIL

12" = 1'-0"S2

SILL DETAIL

12" = 1'-0"S3

EQ EQ

MA

X

3/8

"

DOOR

FLOORING TRANSITION - SEE TYPICAL DETAILS THIS SHEET

FLOOR FINISH MATERIAL REFER TO FINISH SCHEDULE AND PLANS

STOP IN FRAME BEYOND

DOOR- EXTERIOR

DOOR SWEEP

THRESHOLD SET IN BED OF SEALANT

CARPET OR OTHER FINISHED FLOOR MATERIAL SEE FINISH SCHEDULE & PLANS

ALUMINUM AND GLASS DOOR INTERIOR

THRESHOLD SET IN BED OF SEALANT

EXISTING

MATCH

EXISTING

MATCH

3/4"-1" MIN3/4"-1" MINALUMINUM STOREFRONT SYSTEM DOOR

BACKER ROD AND SEALANT BOTH SIDES, TYP.

COLD FORMED METAL STUD WALL -SEE PLANS FOR WALL TYPES

SHIM AS REQUIRED

STOREFRONT HEAD

STOREFRONT SILL

J-MOLD, TYP.

SEE TYPICAL SILL DETAIL S3

SECTION DETAIL @ CONCRETE FLOOR/ RESILIENT FLOORING

CARPET

FACE OF CONCRETE

DOOR (WHERE OCCURS)

CARPET TO RESILIENT FLOOR ADAPTER, CENTERLINE ALIGNS WITH CENTERLINE OF DOOR WHERE TRANSITION OCCURS AT DOOR THRESHOLD

EQ EQ

ALUMINUM STOREFRONT AND DOOR AS SCHEDULED

BACKER ROD AND SEALANT, BOTH SIDES TYP.

1/4" SHIM AS REQUIRED

EXISTING MASONRY WALL

WALL TYPE "F2"

0' - 3 1/2"

ALUMINUM STOREFRONT AND DOOR AS SCHEDULED

BACKER ROD AND SEALANT, BOTH SIDES TYP.

SHIM AS NEEDED

WALL TYPE "A"

ALUMINUM STOREFRONT SYSTEM

BACKER ROD AND SEALANT, BOTH SIDES TYP.

1/4" SHIM AS REQUIRED

EXISTING MASONRY WALL

WALL TYPE "F2"

0' - 3 1/2"

ALUMINUM STOREFRONT SYSTEM

BACKER ROD AND SEALANT, BOTH SIDES TYP.

SHIM AS NEEDED

WALL TYPE "A"

ALUMINUM STOREFRONT SYSTEM

BACKER ROD AND SEALANT BOTH SIDES, TYP.

COLD FORMED METAL STUD WALL BEYOND - SEE PLANS FOR WALL TYPES

SHIM AS REQUIRED

STOREFRONT HEAD

J-MOLD, TYP.2" +

/-

PLYWOOD AS REQUIRED

ANCHOR PLYWOOD TO STUDS ON BOTH SIDES

SE

E M

.E.P

DW

GS

.E

XIS

TIN

G D

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SCALE: 6" = 1'-0"A602

1 RESILIENT FLOORING TO RESILIENT FLOORING

SCALE: 6" = 1'-0"A602

3 CERAMIC TILE TO RESILIENT FLOORING

SCALE: 3" = 1'-0"A602

8 SF-TYP. JAMB DETAIL AT EXISTING WALL

SCALE: 3" = 1'-0"A602

4 SF-TYP. HEAD AND SILL DETAIL

SCALE: 3" = 1'-0"A602

J8 SF-TYP. DOOR JAMB DETAIL AT EXISTING WALL

SILL DETAILSSCALE: 3" = 1'-0"A602

H6 SF-TYP. HEAD AND SILL DETAIL AT DOOR

SCALE: 6" = 1'-0"A602

2 CERAMIC TILE TO RESILIENT FLOORING

SCALE: 3" = 1'-0"A602

J7 SF-TYP. DOOR JAMB DETAIL AT EXISTING WALL AND PARTITION

SCALE: 3" = 1'-0"A602

J6 SF-TYP. DOOR JAMB DETAIL AT NEW PARTITION

SCALE: 3" = 1'-0"A602

7 SF-TYP. JAMB DETAIL AT EXISTING WALL AND PARTITION

SCALE: 3" = 1'-0"A602

6 SF-TYP. JAMB DETAIL AT NEW PARTITION

SCALE: 3" = 1'-0"A602

5 SF-TYP. HEAD DETAIL @ DUCT

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4 7/8"

SEALANT, BOTH SIDES

NON-FIRE RATED, NON-BEARING PARTITION-3 5/8" MTL. STUDS W/ 5/8" GYP. BD. EACH SIDETO STRUCTURE ABOVE (4 7/8" WIDE)

1 LAYER OF 5/8" GYP. BD.

3 1/2" SOUND ATTENTUATION BATT INSULATION MAY OCCUR

SEE ACOUSTIC FLOOR PLANS

METAL STUDS @ 16" O.C.

FINISHED CEILING MAY OCCUR, REFER TO FINISH SCHEDULE.

1 LAYER OF 5/8" GYP. BD.

FINISH FLOOR

REFER TO FINISH SCHEDULE FOR BASE

4 7/8"

HEAD OF PARTITION PERPENDICULAR TO METAL DECK

SEALANT, BOTH SIDES

BOTTOM OF STEEL DECK

FILL VOID AREAS W/ SOUND INSUL., FOR SMOKE PARTITIONS SMOKESTOP ALL VOID

AREAS TIGHT TO UNDERSIDE OF STRUCTURAL W/ SAFING

HEAD OF PARTITION PARALLEL TO METAL DECK

14 GA. STL. PLATE AS REQ'D

FILL VOID AREAS W/ SOUND INSUL., FOR SMOKE PARTITIONS SMOKESTOP ALL

VOID AREAS TIGHT TO UNDERSIDE OF STRUCTURAL W/ SAFING

METAL STUDS @ 16" O.C.

FINISHED CEILING, REFER TO FINISH SCHEDULE.

1 LAYER OF 5/8" GYP. BD.

FINISH FLOOR

HEAD OF PARTITION PERPENDICULAR TO METAL DECK

HEAD OF PARTITION PARALLEL TO METAL DECK

SEALANT

REFER TO FINISH SCHEDULE FOR BASE

3 1/2" SOUND ATTENTUATION BATT INSULATION MAY OCCUR

SEE ACOUSTIC FLOOR PLANS

SEALANT

FILL VOID AREAS W/ SOUND INSULATION

14 GA. STL. PLATE AS REQ'D

FILL VOID AREAS W/ SOUND INSULATION

NON-FIRE RATED FURRING-2 1/2" MTL. STUDS W/ (1) LAYERS 5/8" GYP BD. ONE SIDE TO STRUCTURE ABOVE. (3 1/8" WIDE)

EXISTING OR NEW STUCTURE; REFER TO PLAN

1/2" MINIMUM GAP OR AS REQUIRED FOR BACKBOXES

A FNON-FIRE RATED FURRING- 3 5/8" MTL. STUDS W/ 5/8" GYP BD.ONE SIDE TO 6" ABOVE CEILING. (4 1/4" WIDE)

F2

4 7/8"

FIRE/SMOKE SEALANT, BOTH SIDES

1 HR. FIRE RATED (UL DESIGN NO. U465) NON-BEARING PARTITION-3 5/8" MTL. STUDS W/ 5/8" IMPACT RESISTANT GYP. BD. EACH SIDE TO STRUCTURE ABOVE (4 7/8" WIDE)

3 1/2" SOUND ATTENTUATION BATT INSULATION MAY OCCUR

FINISH FLOOR

REFER TO FINISH SCHEDULE FOR BASE

4 7/8"

HEAD OF PARTITION AT CONCRETE SLAB

HEAD OF PARTITION PERPENDICULAR TO METAL DECK

FIRE/SMOKE SEALANT, BOTH SIDES

BOTTOM OF CONC. SLAB

SEALANT, BOTH SIDES

BOTTOM OF STEEL DECK

HEAD OF PARTITION PARALLEL TO METAL DECK

B

NON-FIRE RATED, NON-BEARING PARTITION -3 5/8" MTL. STAGGERED STUD WALL AS NECCESARY TO MATCH EXISTING WALL WIDTH W/ (1) LAYERS 5/8" GYP. BD. EACH SIDE TO STRUCTURE ABOVE (MATCH EXISTING WALL WIDTH)

A4

NON-FIRE RATED, NON-BEARING PARTITION-6" MTL. STUDS W/ 5/8" GYP. BD. EACH SIDETO STRUCTURE ABOVE (7 1/4" WIDE)

A1

NON-FIRE RATED FURRING-6" MTL. STUDS W/ (1) LAYERS 5/8" GYP BD. ONE SIDE TO STRUCTURE ABOVE. (6 5/8" WIDE)

F3A3

NON-FIRE RATED, NON-BEARING PARTITION-3 5/8" MTL. STUDS W/ 5/8" IMPACT RESISTANT GYP. BD. EACH SIDETO STRUCTURE ABOVE (4 7/8" WIDE)

WALL TYPE NOTES

A. CONSTRUCT FIRE RATED GWB PARTITIONS ACCORDING TO THE

FIRE RATED ASSEMBLIES INDICATED ON THE WALL TYPE.

B. MOISTURE RESISTANT GYPSUM BOARD TO BE USED IN ALL

KITCHENS, BATHROOMS, AND WET LOCATIONS NOT

SCHEDULED FOR TILE.

C. WHERE TILE IS SCHEDULED USE TILE BACKER BOARD INSTEAD

OF GYSUM BOARD

V.I.F

.

EX

IST

ING

MA

SO

NR

Y W

ALL

1/2"

1/2

"

L-REVEAL, PAINTED

TO MATCH WALL

1/4" STEEL PLATE, PAINTED

TO MATCH WALL

0' -

4"

0' -

4"

COUNTERSUNK SCREW

PAINTED TO MATCH WALL

SHIM AS REQUIRED

COUNTERSUNK SCREW

PAINTED TO MATCH WALL

3' -

11"

3' -

5"

LIGHT / DIMMER / CONTROL SWITCH GANG MULTIPLE

SWITCHES ON SINGLE PLATE, MAXIMUM 3 SWITCHES

PER PLATE U.N.O. WHERE GREATER THAN 3

SWITCHES SET PLATE 3" FROM EDGE OF JAMB,

WHERE OCCURS, TYP.

HARDWARE AND LIGHT SWITCHES

1' -

6"

6"

POWER OUTLET

DATA / PHONE OUTLET

TYPICAL OUTLET

SPACING FOR

OUTLETS SHOWN

ADJACENT

6"

FIRE ALARM STROBE

CENTER ITEMS ABOVE ITEMS BELOW

WHERE OCCURS, TYP.

6' -

8"

A.F

.F. M

IN.

CARD READER, THERMOSTAT OR DOOR

RELEASE WHERE OCCURS

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PARTITION TYPES

SCALE: 3" = 1'-0"A701

1 STEEL FRAME AT JAMB AND HEAD OF OPENINGSCALE: 3/8" = 1'-0"

TYPICAL MOUNTING HEIGHTS

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A. CASEWORK AND MILLWORK GENERAL NOTES APPLY TO ALL

CASEWORK/MILLWORK SHEETS.

B. ELEVATIONS DENOTED AS MILLWORK ARE SPECIFIED UNDER

DIVISION 06. ALL OTHERS SHALL BE SPECIFIED UNDER

DIVISION 12 SECTION, UNLESS NOTED OTHERWISE.

C. ALL BASE CABINETS TO BE 2'-0" DEEP UNITS, UNLESS NOTED

OTHERWISE.

D. ALL WALL CABINETS TO BE 1'-2" DEEP UNITS, UNLESS NOTED

OTHERWISE.

E. ALL TALL STORAGE CABINETS TO BE 2'-0" DEEP UNITS, UNLESS

NOTED OTHERWISE.

F. ALL SHELVING IN CASEWORK TO BE ADJUSTABLE SHELVING,

UNLESS NOTED OTHERWISE.

G. WHERE ELECTRICAL DEVICES ARE LOCATED IN CASEWORK,

CASEWORK CONTRACTOR SHALL PROVIDE OPENINGS.

COORDINATE LOCATION AND QUANTITY WITH THE ELECTRICAL

CONTRACTOR.

H. PROVIDE SEALANT AT ALL PERIMETER JOINTS WHERE

COUNTERTOPS, BACK AND SIDE SPLASHES, CASEWORK AND

MILLWORK ABUT WALLS.

I. FIELD VERIFY ALL DIMENSIONS OF CABINET LOCATIONS IN THE

BUILDING PRIOR TO FABRICATION.

J. PROVIDE LOCKS WHERE INDICATED AT DOORS AND DRAWERS.

K. PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS OF CASEWORK

AND MILLWORK.

L. ALL EXPOSED SURFACES IN OPEN SHELVING SHALL BE PLASTIC

LAMINATE COVERED.

CASEWORK AND MILLWORK

GENERAL NOTES

INEGRATED SINK -SEE PLUMBING

SOLID SURFACE COUNTERTOP ON 3/4" SUBSTRATE

4" SOLID SURFACE BACKSPLASH MAY OCCUR.

6" x 20 GA. CONTINUOUS METAL REINFORCING PLATE

MIN. KNEE AND TOE CLEARANCE PER ADAAG2

' -

3"

MIN

2' -

10

" M

AX

MILLWORK BEYOND

9"

MIN

1 1

/2"

5 1

/2"

SOLID SURFACE COUNTERTOP ON 3/4" SUBSTRATE

SCRIBE TO WALL

6" x 20 GA. CONTINUOUS METAL REINFORCING PLATE

2' -

6"

FACE OF FINISH WALL

BLOCKING

1 1

/2"

WALL BASE

GROMMET - FIELD VERIFY EXACT LOCATIONS W/OWNER

STEEL UNDER COUNTER SUPPORT BRACKET (REFER TO ELEVATIONS FOR NUMBER & LOCATION, MINIMUM 2 BRACKETS)

6" x 20 GA. CONTINUOUS METAL REINFORCING PLATE

CONTINUOUS 3/4"x3/4" WOOD BLOCKING

3 MM EDGE

2' - 0" UNLESS NOTED OTHERWISE

ADJUSTABLE SHELVES ON PIN-TYPE SUPPORTS

SOLID SURFACE COUNTERTOP ON 3/4" SUBSTRATE

4" SOLID SURFACE BACKSPLASH MAY OCCUR. REFER TO ELEVATIONS

RE

FE

R T

O E

LE

VA

TIO

NS

1/4" BACKING PANEL

3/4" BOTTOM PANEL

BLOCKING, TYPICAL

DRAWER

BASE

4"

2' - 0"

WIRE PULL

P. LAM ON 3/4" SUBSTRATE

4"

5 1

/2"

1 1

/2"

3"

ADJUSTABLE SHELVES ON PIN-TYPE SUPPORTS

6" x 20 GA. CONTINUOUS METAL REINFORCING PLATE

1/4" BACKING PANEL

WIRE PULL

P. LAM ON 3/4" SUBSTRATE

6" x 20 GA. CONTINUOUS METAL REINFORCING PLATE

3/4" REVEAL

GYP. BOARD SOFFIT MAY OCCUR

1' - 2"

2"

VA

RIE

S, R

EF

FE

R T

O E

LE

VA

TIO

NS

SOLID SURFACE COUNTERTOP ON 3/4" SUBSTRATE

4" SOLID SURFACE BACKSPLASH MAY OCCUR. REFER TO ELEVATIONS

6" x 20 GA. CONTINUOUS METAL REINFORCING PLATE

RE

FE

R T

O E

LE

VA

TIO

NS

1/4" BACKING PANEL

3/4" BOTTOM PANEL

BLOCKING, TYPICALBASE

4"

2' - 0"

WIRE PULL

P. LAM ON 3/4" SUBSTRATE

4"

5 1

/2"

1 1

/2"

3"

0' -

3 1

/2"

OPENING FOR WASTE BIN

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SCALE: 1 1/2" = 1'-0"A702

1 ACCESSIBLE SINK BASE

SCALE: 1 1/2" = 1'-0"A702

4 DESK COUNTER

SCALE: 1 1/2" = 1'-0"A702

2 BASE CABINET W/ DRAWER

SCALE: 1 1/2" = 1'-0"A702

3 WALL CABINET

SCALE: 1 1/2" = 1'-0"A702

5 BASE CABINET W/ DRAWER FOR WASTE BIN

1 06/26/2019 PERMIT DOCUMENT

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Page 12: TAKOMA PARK LIBRARY · 2019-07-16 · takoma park library bid set architectural specifications a001 lower level renovation 416 cedar st. nw washington dc 20012 1 06/26/2019 permit

REF.

MEETINGROOM

006

STORAGE

005

IT ROOM RACK

004

FRIENDS

003

EX. ELEV.MACH.

010

EX. BOILERROOM

009

EX.MECHANICAL

ROOM

008

EX. MECHEQUIP / OFFICE

007

OFFICE

015

STAFF

014

BOOK RM 1

013

EX. ACEQUIPMENT

012

HALL

016

EX. TOILET

018

EX. TOILET

017

STAFF TOILET

002 HALL

001

UP

UP

ELEVATOR

JANITOR'SCLOSET

011CT

-1

CT-2

CT-2

CT

-2

FWP-1

PT-2

LVT-1LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1

LVT-1LVT-1

CT-1

A. SEE SPECIFICATION FOR PAINTING OF ITEMS NOT NOTED IN THE ROOM FINISH SCHEDULE.

B. EXPOSED CONCRETE FLOOR SLABS NOT SCHEDULED TO RECEIVE A FINISH SHALL RECEIVE A HARDENER DENSIFIER UNLESS NOTED OTHERWISE. SEE SPEC SECTION 033000.

C. ALL GYPSUM WALLBOARD BULKHEADS SHALL BE PAINTED P-? UNLESS NOTED OTHERWISE.

D. SEE REFLECTED CEILING PLANS FOR CEILING MATERIAL AND HEIGHT.

E. CEILING HEIGHTS, AS NOTED ON THE REFLECTED CEILING PLANS, ARE MEASURED FROM FINISH FLOOR OF SCHEDULED ROOM.

F. CONTRACTOR SHALL FURNISH AND INSTALL WALL BASE AROUND CASEWORK AND MILLWORK.

G. WHERE FLOOR FINISH CHANGES FROM ONE ROOM TO ANOTHER, SET JOINT OF THE MATERIALS AT THE CENTER OF THE COMMUNICATING DOOR.

ROOM FINISH SCHEDULE

GENERAL NOTES

INTERIOR FINISH PLAN LEGEND

CERAMIC TILE (CT-1)

LUXURY VINYL TILE (LVT-1)

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FINISH PLAN,LOWER LEVEL

A801

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SCALE: 1/8" = 1'-0"A801

6 FLOOR PLAN LOWER LEVEL - FINISH PLAN

ROOM FINISH SCHEDULE

ROOM

FLOOR BASE WALL

WALL

CEILINGCEILINGFINISH COMMENTSNUMBER NAME NORTH EAST SOUTH WEST

001 HALL LVT-1 RB-1 EX/GB PT-1 PT-1 PT-1 PT-1 EXPC PT-6 NOTE 2,3,4,5

002 STAFF TOILET CT-1 CT-1/CT-2 EX/GB CT-2 CT-2 CT-2 CT-1 EXPC PT-6 NOTE 3, 4

003 FRIENDS LVT-1 RB-1 GB PT-1 PT-1 PT-1 PT-1 EXPC / GB PT-6 / PT-1 NOTE 3

004 IT ROOM RACK LVT-1 RB-1 EX/GWB PT-1 PT-1 PT-1 PT-1 EXPC PT-6 NOTE 3, 4

005 STORAGE LVT-1 RB-1 EX/GWB PT-1 PT-1 PT-1 PT-1 EXPC PT-6 NOTE 3, 4

006 MEETING ROOM LVT-1 RB-1 EX/GWB PT-2 PT-1 FWP-1/PT-1 PT-1 EXPC / GB PT-6 / PT-1 NOTE 3, 4

007 EX. MECH EQUIP /OFFICE

EX EX EX EX EX EX EX EX EX NOTE 5

008 EX. MECHANICALROOM

EX EX EX EX EX EX EX EX EX NOTE 5

009 EX. BOILER ROOM EX EX EX EX EX EX EX EX EX

010 EX. ELEV. MACH. EX EX EX EX EX EX EX EX EX NOTE 5

011 JANITOR'S CLOSET LVT-1 RB-1 EX/GWB PT-1 PT-1 PT-1 PT-1 EXPC PT-6 NOTE 5

012 EX. AC EQUIPMENT EX EX EX EX EX EX EX EX EX NOTE 5

013 BOOK RM 1 LVT-1 RB-1 EX/GWB PT-1 PT-1 PT-1 PT-1 EXPC / GB PT-6 / PT-1 NOTE 1, 4

014 STAFF LVT-1 RB-1 EX/GWB PT-1 PT-1 PT-1 PT-1 EXPC / GB PT-6 / PT-1 NOTE 1, 4

015 OFFICE LVT-1 RB-1 EX/GWB PT-1 PT-1 PT-1 PT-1 EXPC / GB PT-6 / PT-1 NOTE 4

016 HALL LVT-1 RB-1 EX/GWB PT-1 PT-1 PT-1 PT-1 EXPC PT-6 NOTE 4

017 EX. TOILET EX EX EX EX EX EX EX EX EX NOTE 3

018 EX. TOILET EX EX EX EX EX EX EX EX EX NOTE 3

NORTH

0 5 10

SCALE: 1/8" = 1'=0"

20

FINISH SCHEDULE

MaterialNumber DESCRIPTION MANUFACTURER PRODUCT SIZE COLOR/FINISH NOTES

064116 CASEWORK

PL-1 PLASTIC LAMINATE CHEMETAL STANDARD LINE COLOR AND FINISH TBD, BYARCHITECT

PL-2 PLASTIC LAMINATE CHEMETAL STANDARD LINE COLOR AND FINISH TBD, BYARCHITECT

SS-1 SOLID SURFACE CORIAN SOLID SURFACE COLOR TBD BY ARCHITECT

093113 CERAMIC TILING

CT-1 CERAMIC TILE DALTILE VOLUME 1.0 SIZE TBD. BYARCHITECT

COLOR TBD BY ARCHITECT

CT-2 CERAMIC TILE DALTILE VOLUME 1.0 SIZE TBD. BYARCHITECT

COLOR TBD BY ARCHITECT

GROUT 1 SANDED MORTAR ANDGROUT FOR CT-1

BOSTIK HYDROMENT SANDED TILE GROUT 3/16" JOINTSIZE

COLOR TBD BY ARCHITECT

GROUT 2 SANDED MORTAR ANDGROUT FOR CT-2

BOSTIK HYDROMENT SANDED TILE GROUT 3/16" JOINTSIZE

COLOR TBD BY ARCHITECT

096500 RESILIENT FLOORING

LVT-1 RESILIENT FLOORING SHAW CONTRACT COVE SIZE TBD. BYARCHITECT

COLOR TBD BY ARCHITECT

RB-1 WALL BASE ANDACCESSORIES

SHAW CONTRACT THERMOPLASTIC RUBBER WALLBASE, COVED

4 INCHES, 1/8"GAUGE

COLOR TBD BY ARCHITECT

097723 FABRIC WRAPPED PANELS

FWP-1 FABRIC KNOLL KT COLLECTION COLOR TBD BY ARCHITECT

099100 PAINTING

PT-1 WALL PAINT SHERWIN WILLIAMS S-W PRO-MAR 200 LATEX LOW SHEENENAMEL (LOW VOC)

COLOR TBD; EGGSHELL FINISH COLOR AND SHEENMUST BE APPROVEDBY ARCHITECT

PT-2 DRY ERASE WALL PAINT SHERWIN WILLIAMS S-W PRO CLEAR GLOSS DRY ERASECOATING (LOW VOC)

CLEAR GLOSS FINISH TO BE PAINTED OVERPT-1 LEVEL 5 FINISH

PT-3 FINISH FOR HM DOORS ANDTRIM

SHERWIN WILLIAMS S-W PRO-INDUSTRIALPRE-CATALYZED WATERBASEDEPOXY

COLOR TBD; EGGSHELL FINISH COLOR AND SHEENMUST BE APPROVEDBY ARCHITECT

PT-4 FINISH FOR NEW INTERIORFERROUS METAL ACCESSDOORS AND TRIM

SHERWIN WILLIAMS S-W PRO-INDUSTRIALPRE-CATALYZED WATERBASEDEPOXY

COLOR TBD; EGGSHELL FINISH COLOR AND SHEENMUST BE APPROVEDBY ARCHITECT

PT-5 FINISH FOR WOOD DOORS,WOOD FRAME, WOOD TRIM

SHERWIN WILLIAMS S-W PRO-MAR 200 LATEX LOW SHEENENAMEL (LOW VOC)

COLOR TBD; EGGSHELL FINISH COLOR AND SHEENMUST BE APPROVEDBY ARCHITECT

PT-6 CEILING PAINT FOR CEILINGSWITH EXPOSEDCONSTRUCTION

SHERWIN WILLIAMS S-W WATERBORNE ACRYLIC DRYFALL COLOR TBD; BY ARCHITECT COLOR AND SHEENMUST BE APPROVEDBY ARCHITECT

PT-7 FINISH FOR WOOD DOORS,WOOD FRAME, WOOD TRIM

SHERWIN WILLIAMS S-W PRO-MAR 200 LATEX LOW SHEENENAMEL (LOW VOC)

COLOR TBD; EGGSHELL FINISH COLOR AND SHEENMUST BE APPROVEDBY ARCHITECT

SECTION 099900 - FINISH / COLOR SCHEDULE TAKOMA PARK LIBRARY

PART 1 GENERAL

1.1 RELATED DOCUMENTSA. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 WORK OF THIS SECTIONA. This Section includes the following:

1. Interior exposed surfaces, materials and finishes.2. Exterior exposed surfaces, materials and finishes.

B. Related Work:1. Refer to the technical Section for each material for proper means and methods2. Surface preparation for paint finishises - Specification Sheet A002.

1.3 ROOM NUMBERSA. Numbers refer to room and area designations shown on the Drawings.

1.4 ABBREVIATIONSA. Abbreviations used throughout the Finish Schedule are as follows:

EX Existing to Remain

1. FLOORCT Ceramic TileLVT Luxury Vinyl Tile

2. BASECT Ceramic TileRB Resilient Base, 4" high, coved everywhere

3. WALLSGYP Gypsum WallboardCT Ceramic Tile

4. CEILINGGYP Gypsum WallboardEXPC Exposed Painted Ceiling

1.5 NOTESA. General: All Work indicated is new unless identified by the following symbols or abbreviations:

1. * Indicates existing materials to remain. Extent of new Work to patch and match existing materials is indicated on Drawings or in Finish Schedule Notes.2. EX Indicates Existing material to remain with no additional Work required.3. N.I.C. Indicates Work Not In this COntract.4. Where wall painting is scheduled, paint all new doors, windows, moldings and door frames, window fram etc., within that room, except do not paint prefinished items.5. Finish paint interior and exterior side of all doors and frames.6. All freestanding columns within a room are to receive the same finish as indicated for walls, unless noted otherwise.7. Paint all metal difusers, metal trim of lighting fixtures and speakers in ceiling to match color and finish of ceiling.8. All mechanical and electrical items including exposed pipes, conduit, hangers, sprinkler piping to be painted in field. Refer to Specification Sheet A002.9. Paint all existing window sills, window trim, walls, within scope of work. Patch and repair any damaged wood window trim and repaint.

B. Remarks Column:NOTE 1: Base Cabinets to recieve Plam Finish PL-1 , Upper Cabinets to recieve Plam Finish PL-2, Countertops to recieve Solid Surfacing SS-1NOTE 2: New ferrous metal access door and trim to recieve PT-4NOTE 3: Wood doors, wood frames, and wood trim to be finish PT-5, Except interior side of Staff Toilet wood doors, wood frame and wood trim to be Finish PT-7.NOTE 4: Paint all existing window sills, window trim, within scope of work to match adjacent wall. Patch and repair any damaged wood window trim and repaint to match

adjacent wall.NOTE 5: Metal doors and frames to be finish PT-3

2 07/02/2019 BID SET

Page 13: TAKOMA PARK LIBRARY · 2019-07-16 · takoma park library bid set architectural specifications a001 lower level renovation 416 cedar st. nw washington dc 20012 1 06/26/2019 permit

REF.

SG-1SG-1SG-1

TG-1

TG-1

SG-1

SG-1

TG-2TG-2TG-2

TG-2

TG-2 TG-2 TG-2

TG-2 SG-1

SG-1SG-1SG-1

SG-1

TG-1A

SG-1A

SG-1A

SG-1A

SG-1A

TG-3

UP

UP

SG-1A

SG-1A

SG-1A

SG-1A

SG-1A

SG-1A

SG-1A

SG-1A SG-2

MEETING

ROOM

006

STORAGE

005

IT ROOM RACK

004

FRIENDS

003

EX. ELEV.

MACH.

010

EX. BOILER

ROOM

009

EX.

MECHANICAL

ROOM

008

EX. MECH

EQUIP / OFFICE

007

OFFICE

015

STAFF

014

BOOK RM 1

013

EX. AC

EQUIPMENT

012

HALL

016

EX. TOILET

018

EX. TOILET

017

STAFF TOILET

002

HALL

001

JANITOR'S

CLOSET

011

ST-1

ST-1

ST-1 ST-1 ST-1

ST-1

ST-1

ST-1

ST-2

ST-2

ST-4

ST-3

ST-3

ST-3

ST-3

SG-2 SG-2

SG-2

SG-2

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FURNITURE PLAN,LOWER LEVEL

A901

416 C

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SCALE: 1/8" = 1'-0"A901

1 FLOOR PLAN LOWER LEVEL - FURNITURE PLAN NORTH

0 5 10

SCALE: 1/8" = 1'=0"

20

FURNITURE SCHEDULE

Type Mark Manufacturer Description Model Count Type Comments

SG-1 Allsteel Clarity Task Chair C5OMFC 10 COLOR AND FINISH TBD

SG-1A Allsteel Clarity Task Chair C5AUMC 12 COLOR AND FINISH TBD

SG-2 Knoll, Inc. Womb Chair Womb Chair 5 COLOR AND FINISH TBD

TG-1 Knoll, Inc. Pixel Pixel Square 30" withColumn Leg

2 COLOR AND FINISH TBD

TG-1A Knoll, Inc. Pixel Pixel Round 36" withColumn Leg

1 COLOR AND FINISH TBD

TG-2 Knoll, Inc. Pixel Pixel Rectangular4'-0"(w) x 1'-6"(d) withC- Leg and flipped top

8 COLOR AND FINISH TBD

TG-3 Knoll, Inc. Pixel Pixel Rectangular6'-0" (w) x 3'-0 (d) withY- Leg

1 COLOR AND FINISH TBD

STORAGE SCHEDULE

Mark Manufacturer Count ADD ALTERNATES

ST-1 USE EXISTING BOOK SHELVESFROM EX. BOOK ROOM

8 ADD ALT 3: AURORA LIBRARY SHELVING (3) L15CL36 AND (5) L15CT36. COLOR TBD.

ST-2 USE EXISTING STORAGE CABINETFROM EX. BOOK ROOM

2 ADD ALT 4: SANDUSKY LEE ELITE SERIES STORAGE CABINET (36"W x 18" D x 72" H).COLOR TBD.

ST-3 USE EXISTING SHELVING FROMEX. BOOK ROOM

4 ADD ALT 5: AURORA LIBRARY SHELVING (2) L15OL36 AND (2) L15OT36. COLOR TBD.

ST-4 USE EXISTING FILING CABINETFROM EX. BOOK RM

1 ADD ALT 6: SANDUSKY LEE LATERAL FILE CABINET WITH FIVE DRAWERS &ALUMINUM HANDLES, COLOR TBD.

2 07/02/2019 BID SET

Page 14: TAKOMA PARK LIBRARY · 2019-07-16 · takoma park library bid set architectural specifications a001 lower level renovation 416 cedar st. nw washington dc 20012 1 06/26/2019 permit

GENERAL SYMBOLS

SHEET ON WHICH DRAWN

REVISION NUMBER

ROOM NUMBER

COLUMN LINE

LEGEND OR KEY NOTE

DETAIL OR WALL SECTION

CROSS REFERENCE

DETAIL NUMBER

SIMILAR OR TYPICAL

REFERENCE

?

?

?

?

?

?

ROOM NAME

?

?

SIM

EQUIPMENT TAGV-X-XX

POINT OF CONNECTION

POINT OF DISCONNECT

AB

BR

EV

IAT

ION

S

SUPPLY FAN

OUTSIDE DIAMETER

MINIMUM

MAXIMUM

FAN COIL UNIT

EXISTING TO REMAIN

ELECTRICAL CONTRACTOR

EXHAUST AIR

DOWN

DEGREES

DESCRIPTIONSYMBOL

SUPPLY AIR

MECHANICAL CONTRACTOR

EXHAUST INLET

CUBIC FEET PER MINUTE

DIAMETER

BOTTOM

AIR CONDITIONING UNIT

CONDENSATE DRAIN

PLUMBING CONTRACTOR

GENERAL CONTRACTOR

GALVANIZED

HEATING, VENTILATION, AND AIR CONDITIONING

INCHES

LINEAR DIFFUSER

ROOFTOP UNIT

VOLUME DAMPER

WITH

TYPICAL

SUPPLY OUTLET

RETURN REGISTER

FEET PER SECOND

FIRE DAMPER

FEET

GAUGE

CONDENSATE

CONDENSING UNIT

POLYVINYL CHLORIDE

RADIUS

RETURN AIR

REFRIGERANT

REMOVE EXISTING

RETURN INLET

REFRIGERANT LIQUID

REFRIGERANT SUCTION

SF

OD

MIN

MAX

FCU

ETR

EC

EA

DN

°

SA

MC

EI

CFM

Ø

BTM

ACU

CD

PC

GC

GALV

HVAC

IN / "

LD

RTU

VD

W/

TYP

SO

RR

FPS

FD

FT / '

GA

COND

CU

PVC

R

RA

REF

REX

RI

RL

RS

RADIATORRAD

1. DEMOLITION NOTES SHALL APPLY TO ALL HVAC DEMOLITION DRAWINGS.2. DEMOLITION SHALL BE PERFORMED AS NEATLY AS PRACTICAL AND WITH THE MINIMUM DISRUPTION TO THE

BUILDING ACTIVITIES AND OCCUPANTS. 3. REMOVE ALL EXISTING HANGERS AND SUPPORTS ASSOCIATED WITH THE DEMOLITION WORK.4. WHERE A PORTION OF EXISTING PIPING OR DUCTWORK IS INDICATED TO BE REMOVED, THE REMAINING

PIPING OR DUCTWORK SHALL BE CAPPED AND REINSULATED TO MATCH EXISTING.5. ALL EQUIPMENT AND MATERIALS BEING REMOVED, AND NOT INDICATED TO BE GIVEN TO THE OWNER, SHALL

BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES, AND REGULATIONS.

6. ALL EQUIPMENT AND MATERIALS INDICATED TO BE REUSED OR GIVEN TO THE OWNER SHALL BE CAREFULLY REMOVED SO AS NOT TO DAMAGE THE EQUIPMENT OR MATERIAL OR AFFECT IS REUSE. ANY SUCH EQUIPMENT AND MATERIALS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH NEW BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER.

MECHANICAL DEMOLITION NOTES

MECHANICAL GENERAL NOTES1. GENERAL NOTES SHALL APPLY TO ALL HVAC DRAWINGS.2. ALL KEY NOTES INDICATED ON THE DRAWINGS AS “TYPICAL” ARE TO BE CONSIDERED AS SHOWN AT ALL

OTHER SIMILAR CONDITIONS WHETHER NOTED OR NOT.3. ALL HVAC WORK SHALL BE COMPLETE AND READY FOR SATISFACTORY SERVICE.4. THE CONTRACT DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY THE GENERAL

ARRANGEMENT OF WORK.5. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS, AND WORK SCHEDULING ASSOCIATED

WITH THE INSTALLATION OF THE HVAC SYSTEMS.6. EXAMINE THE SITE AND OBSERVE THE CONDITIONS UNDER WHICH THE WORK WILL BE INSTALLED. NO

ALLOWANCES WILL BE MADE FOR ERRORS OR OMISSIONS RESULTING FROM THE FAILURE TO COMPLETELY EXAMINE THE SITE.

7. VERIFY THE SIZE AND LOCATION OF ALL EXISTING SERVICES. NOTIFY THE ENGINEER OF ALL DISCREPANCIES THAT EXIST BETWEEN THE CONTRACT DOCUMENTS AND THE EXISTING SERVICES BEFORE MAKING ANY CONNECTIONS TO THE EXISTING SERVICES.

8. COORDINATE THE SIZE AND LOCATION OF ROOF PENETRATIONS AND FLASHING REQUIREMENTS WITH THE WORK OF OTHER TRADES.

9. ROUTE PIPING AND DUCT SYSTEMS PARALLEL AND PERPENDICULAR TO THE BUILDING LINES. MOUNT AS CLOSE AS POSSIBLE TO UNDERSIDE OF THE BUILDING STRUCTURE.

10. COORDINATE THE INSTALLATION OF THE HVAC SYSTEMS WITH THE WORK OF OTHER TRADES. PROVIDE OFFSETS IN PIPING AND DUCTWORK AS REQUIRED AT NO ADDITIONAL COST TO AVOID OBSTRUCTIONS.

11. MOUNT ROOM SENSORS AND SWITCHES AT 4 FT, 0 IN. ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED.12. SUPPORT ALL EQUIPMENT FROM THE BUILDING STRUCTURE TO PROVIDE A VIBRATION-FREE INSTALLATION.13. DUCTWORK DIMENSIONS SHOWN ON THE DRAWINGS ARE INTERNAL AIRFLOW DIMENSIONS. INCREASE THE

SHEET METAL DUCTWORK DIMENSIONS BY 2 IN. TO ACCOMMODATE 1-IN. DUCT LINER WHERE REQUIRED.14. PROVIDE FLEXIBLE DUCT CONNECTORS ON ALL DUCTWORK CONNECTIONS TO FANS OR AIR-HANDLING

UNITS.15. PROVIDE ½-IN” MESH ALUMINUM SCREEN OVER THE OPENING OF ALL OPEN-ENDED DUCTWORK.16. PROVIDE MANUAL AIR VENTS AT ALL HIGH POINTS AND DRAINS AT ALL LOW POINTS OF HYDRONIC PIPING

SYSTEMS.17. PITCH ALL HYDRONIC PIPING ¼” FOR 10 FT IN THE DIRECTION OF TERMINAL EQUIPMENT TO ENABLE THE

SYSTEM TO BE DRAINED.18. ENSURE THAT ADEQUATE CLEARANCE EXISTS FOR THE INSTALLATION AND MAINTENANCE OF ALL WORK

SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS. 19. PROVIDE ACCESS PANELS (INSTALLED IN WALLS OR CEILINGS) AND/OR ACCESS DOORS (INSTALLED IN

DUCTWORK) THAT ARE INDICATED OR REQUIRED FOR ACCESS TO CONCEALED HVAC DEVICES THAT MAY REQUIRE FUTURE INSPECTION, REPAIR, OR ADJUSTMENT.

20. IDENTIFY ALL HVAC PIPING AND EQUIPMENT AS TO ITS FUNCTION AND EQUIPMENT NUMBER INDICATED ON THE DRAWINGS.

21. IDENTIFY ALL PIPING SYSTEMS WITH CYLINDRICAL SELF-COILING PLASTIC SHEET THAT SNAPS OVER PIPING INSULATION IS HELD TIGHTLY IN PLACE WITHOUT THE USE OF ADHESIVE TAPE OR STRAPS. PIPE IDENTIFICATION SHALL BE PROVIDED WITH FLOW ARROWS AND LETTERING THAT IS AT LEAST 1 IN. HIGH.

22. INDENTIFY ALL HVAC EQUIPMENT WITH ENGRAVED, COLOR-CODED LAMINATED PLASTIC MARKERS WITH CONTACT-TYPE, PERMANENT ADHESIVE. MATCH EQUIPMENT SCHEDULES ON THE DRAWINGS AS CLOSELY AS POSSIBLE FOR EQUIPMENT DESIGNATIONS.

23. PROVIDE SLEEVES AND CAULK ALL PIPING PENETRATIONS THROUGH WALLS AND FLOORS AND PATCH TO MATCH THE ADJACENT CONSTRUCTION. PROVIDE CHROME-PLATED ESCUTCHEONS ON ALL PIPING PENETRATIONS IN EXPOSED LOCATIONS.

24. PROVIDE SLEEVES AND PATCH ALL DUCT PENETRATIONS THROUGH WALLS AND FLOORS TO MATCH THE EXISTING CONSTRUCTION. SLEEVE DIMENSIONS SHALL BE 1 IN. LARGER THAN INSULATED DUCT DIMENSIONS. THE SPACE BETWEEN THE DUCT AND THE SLEEVE SHALL BE PACKED WITH MINERAL FIBER AND CAULKED.

25. FIRESTOP ALL PENETRATIONS THROUGH FIRE-RESISTANCE-RATED WALLS, FLOORS, OR ASSEMBLIES IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS.

26. SEAL ALL PENETRATIONS THROUGH WATERPROOF CONSTRUCTION IN ACCORDANCE WITH THE WATERPROOFING MANUFACTURER’S INSTRUCTIONS. ALL WORK SHALL BE PERFORMED BY APPROVED CONTRACTORS IF REQUIRED THE MANUFACTURER TO MAINTAIN THE WARRANTY ON THE MATERIAL.

27. MAXIMUM DAMPER LEAKAGE AT 1 IN. WG. FOR A NON-MOTORIZED DAMPER IS 20 CFM/SQ. FT AND FOR A MOTOR DAMPER IS 4 CFM/ SQ FT

28. ALL DUCTWORK AND PLENUMS SHALL BE CONSTRUCTED TO SEAL CLASS A (ASHRAE 90.1)29. PER ASHRAE 90.1 TABLE 6.8.2, ALL DUCTWORK SHALL HAVE A MINIMUM DUCT INSULATION R-VALUE R-8 FOR

EXTERIOR DUCTS, R-6 FOR UNCONDITIONED SPACE DUCTWORK, AND R-1.9 FOR INDIRECTLY CONDITIONED SPACES.

30. PER ASHRAE 90.1 TABLE 6.8.3-1 MINIMUM PIPING INSULATION THICKNESS FOR HEATING, HOT AND CHILLED WATER SYSTEMS ARE AS FOLLOWS,

HV

AC

SY

MB

OL

LE

GE

ND

DIFFUSER W/FLEXIBLE CONNECTION

DIRECTION OF AIRFLOW

UNDERCUT DOOR

LOUVERED DOOR

CARBON DIOXIDE SENSOR

DESCRIPTIONSYMBOL

UC

O

C

T

OCCUPANCY SENSOR

THERMOSTAT

LINED DUCTWORK

FLEXIBLE DUCT CONNECTION

OUTDOOR AIR DUCT

RETURN/TRANSFER DUCT

SUPPLY DUCT

MANUAL VOLUME DAMPER

DESCRIPTIONSYMBOL

EXHAUST DUCT

BACKDRAFT DAMPER

TURNING VANES

DIFFUSER TAG

VD

FD

SD

FS

DM

DB

D

SMOKE DAMPER

FIRE DAMPER

FIRE SMOKE DAMPER

MOTOR OPERATED DAMPER

H HUMIDITY SENSOR

LD

V-X-XX

V-X-XX

V-X-XX

V-X-XX

PRESSURE SENSOR, GAUGE

T TEMPERATURE SENSOR, GAUGE

F FLOW SENSOR

P

DIFFUSER (SUPPLY)

GRILLE (RETURN OR TRANSFER)

WALL REGISTER

SLOT DIFFUSER

EXHAUST GRILLE

SUPPLY ARROW

RETURN ARROW

EXHAUST ARROW

TYPE

AIR FLOW

TYPICAL QUANTITY

D-1

200 CFM

TYP.

24"x12"TYPICAL SQUARE OR RECTANGULAR DUCT - SIZE AS

INDICATED (WIDTH / DEPTH) SIZE INDICATES FREE AREA

MITERED ELBOW WITH VANES

RADIUS ELBOW

TEE WITH VANES

TEE WITH RADIUS

ROUND DUCT UP

24"/12"TYPICAL FLAT OVAL DUCT - SIZE AS INDICATED (WIDTH

/ DEPTH) SIZE INDICATES FREE AREA

24"ØTYPICAL ROUND DUCT - SIZE AS INDICATED

(WIDTH / DEPTH) SIZE INDICATES FREE AREA

PIP

ING

SY

MB

OL

LE

GE

ND

DESCRIPTIONSYMBOL

EXPANSION JOINT

STRAINER WITH BLOWDOWN

PRESSURE REGULATING VALVE

MODULATING CONTROL VALVE

BALANCING VALVE

SHUT-OFF VALVE

DESCRIPTIONSYMBOL

UNION

CHECK VALVE

PIPE CAP

PIPE DOWN

PIPE UP

FLOW DIRECTION

PIPE REDUCER

PUMP

STEAM TRAP

PRESSURE SENSOR, GAUGE

T TEMPERATURE SENSOR, GAUGE

F FLOW SENSOR

FLEXIBLE PIPE CONNECTOR

S

T

SAFETY (RELIEF) VALVE

TEMPERATURE REGULATING MIXING VALVE

CIRCUIT SETTER

P

CWS

CWR

CS

CR

RL

RS

RHG

RD

CD

HWS

HWR

HOT WATER SUPPLY

HOT WATER RETURN

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

REFRIGERANT LIQUID

REFRIGERANT SUCTION

REFRIGERANT HOT GAS

REFRIGERANT DISCHARGE

CONDENSATE DRAIN

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MECHANICALSYMBOLS ANDABBREVIATIONS

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Exhaust Totals 50.00

L0-8 BOOK RM 1 (013) Occupiable Storage Rooms for Dry Materials 221 1 0.00 0.06 5.00 18.3 20

L0-7 STAFF (014) Break Room (General) 261 7 0.00 0.06 5.00 48.3 50

L0-6 OFFICE (015) Office Space 79 1 0.00 0.06 5.00 9.7 10

L0-5 STAFF TOILET (002) Restroom - Private 64 0 1 50.00 0.00 0.00 50.0 50

L0-4 IT ROOM RACK (004) Electrical 126 0 0.00 0.06 0.00 7.6 10

L0-3 FRIENDS (003) Conference/Meeting 233 4 0.00 0.06 5.00 34.0 35

L0-2 STORAGE (005) Storage 136 0 0.00 0.12 0.00 16.3 20

L0-1 MEETING ROOM (006) Conference/Meeting 422 10 0.00 0.06 5.00 75.3 80

TOTALS - 1,542 23 1 - - 259 275

FIXTURE-BASED(cfm/unit)

AREA-BASED(cfm/ft2)

OCCUPANCY-BASED(cfm/ppl)

TOTAL(cfm)

SPACE SPACE TYPEFLOOR AREA

(ft2)OCCUPANCY (ppl) NO. OF FIXTURES

62.1 REQUIREMENTSVENTILATION AIRFLOW

(cfm)

HVAC VENTILATION

1 06/26/2019 PERMIT DOCUMENT

2 07/02/2019 BID SET

Page 15: TAKOMA PARK LIBRARY · 2019-07-16 · takoma park library bid set architectural specifications a001 lower level renovation 416 cedar st. nw washington dc 20012 1 06/26/2019 permit

MECHANICAL SPECIFICATIONS

SECTION 230517 - SLEEVES AND SLEEVE SEALS FOR HVAC PIPING

1.1 RELATED DOCUMENTSA. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 01 SPECIFICATION SECTIONS, APPLY TO THIS SECTION.

1.2 SUMMARYA. SECTION INCLUDES:

1. SLEEVES.2. SLEEVE-SEAL SYSTEMS.4. SLEEVE-SEAL FITTINGS.5. GROUT.

1.3 ACTION SUBMITTALSA. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.

2.1 SLEEVESA. CAST-IRON WALL PIPES: CAST OR FABRICATED OF CAST OR DUCTILE IRON AND EQUIVALENT TO DUCTILE-IRON PRESSURE PIPE, WITH PLAIN ENDS AND INTEGRAL WATERSTOP UNLESS OTHERWISE INDICATED.B. GALVANIZED-STEEL WALL PIPES: ASTM A 53/A 53M, SCHEDULE 40, WITH PLAIN ENDS AND WELDED STEEL COLLAR; ZINC COATED.C. GALVANIZED-STEEL-PIPE SLEEVES: ASTM A 53/A 53M, TYPE E, GRADE B, SCHEDULE 40, ZINC COATED, WITH PLAIN ENDS.D. PVC-PIPE SLEEVES: ASTM D 1785, SCHEDULE 40.E. GALVANIZED-STEEL-SHEET SLEEVES: 0.0239-INCH MINIMUM THICKNESS; ROUND TUBE CLOSED WITH WELDED LONGITUDINAL JOINT.F. MOLDED-PE OR -PP SLEEVES: REMOVABLE, TAPERED-CUP SHAPED, AND SMOOTH OUTER SURFACE WITH NAILING FLANGE FOR ATTACHING TO WOODEN FORMS.G. MOLDED-PVC SLEEVES: WITH NAILING FLANGE FOR ATTACHING TO WOODEN FORMS.

2.2 SLEEVE-SEAL SYSTEMSA. DESCRIPTION: MODULAR SEALING-ELEMENT UNIT, DESIGNED FOR FIELD ASSEMBLY, FOR FILLING ANNULAR SPACE BETWEEN PIPING AND SLEEVE.

1. SEALING ELEMENTS: EPDM-RUBBER INTERLOCKING LINKS SHAPED TO FIT SURFACE OF PIPE. INCLUDE TYPE AND NUMBER REQUIRED FOR PIPE MATERIAL AND SIZE OF PIPE.2. PRESSURE PLATES: PLASTIC.3. CONNECTING BOLTS AND NUTS: STAINLESS STEEL OF LENGTH REQUIRED TO SECURE PRESSURE PLATES TO SEALING ELEMENTS.

2.3 SLEEVE-SEAL FITTINGSA. DESCRIPTION: MANUFACTURED PLASTIC, SLEEVE-TYPE, WATERSTOP ASSEMBLY MADE FOR IMBEDDING IN CONCRETE SLAB OR WALL. UNIT HAS PLASTIC OR RUBBER WATERSTOP COLLAR WITH CENTER OPENING TO MATCH PIPING OD.

2.4 GROUTA. STANDARD: ASTM C 1107/C 1107M, GRADE B, POST-HARDENING AND VOLUME-ADJUSTING, DRY, HYDRAULIC-CEMENT GROUT.B. CHARACTERISTICS: NONSHRINK; RECOMMENDED FOR INTERIOR AND EXTERIOR APPLICATIONS.C. DESIGN MIX: 5000-PSI, 28-DAY COMPRESSIVE STRENGTH.D. PACKAGING: PREMIXED AND FACTORY PACKAGED.

3.1 SLEEVE INSTALLATIONA. INSTALL SLEEVES FOR PIPING PASSING THROUGH PENETRATIONS IN FLOORS, PARTITIONS, ROOFS, AND WALLS.B. FOR SLEEVES THAT WILL HAVE SLEEVE-SEAL SYSTEM INSTALLED, SELECT SLEEVES OF SIZE LARGE ENOUGH TO PROVIDE 1-INCH ANNULAR CLEAR SPACE BETWEEN PIPING AND CONCRETE SLABS AND WALLS.

1. SLEEVES ARE NOT REQUIRED FOR CORE-DRILLED HOLES.C. INSTALL SLEEVES IN CONCRETE FLOORS, CONCRETE ROOF SLABS, AND CONCRETE WALLS AS NEW SLABS AND WALLS ARE CONSTRUCTED.

1. PERMANENT SLEEVES ARE NOT REQUIRED FOR HOLES IN SLABS FORMED BY MOLDED-PE OR -PP SLEEVES.2. CUT SLEEVES TO LENGTH FOR MOUNTING FLUSH WITH BOTH SURFACES.

A. EXCEPTION: EXTEND SLEEVES INSTALLED IN FLOORS OF MECHANICAL EQUIPMENT AREAS OR OTHER WET AREAS 2 INCHES ABOVE FINISHED FLOOR LEVEL.

3. USING GROUT, SEAL THE SPACE OUTSIDE OF SLEEVES IN SLABS AND WALLS WITHOUT SLEEVE-SEAL SYSTEM.D. INSTALL SLEEVES FOR PIPES PASSING THROUGH INTERIOR PARTITIONS.

1. CUT SLEEVES TO LENGTH FOR MOUNTING FLUSH WITH BOTH SURFACES.2. INSTALL SLEEVES THAT ARE LARGE ENOUGH TO PROVIDE 1/4-INCH ANNULAR CLEAR SPACE BETWEEN SLEEVE AND PIPE OR PIPE INSULATION.3. SEAL ANNULAR SPACE BETWEEN SLEEVE AND PIPING OR PIPING INSULATION; USE JOINT SEALANTS APPROPRIATE FOR SIZE, DEPTH, AND LOCATION OF JOINT. COMPLY WITH REQUIREMENTS FOR SEALANTS SPECIFIED IN SECTION 079200 "JOINT SEALANTS."

E. FIRE-BARRIER PENETRATIONS: MAINTAIN INDICATED FIRE RATING OF WALLS, PARTITIONS, CEILINGS, AND FLOORS AT PIPE PENETRATIONS. SEAL PIPE PENETRATIONS WITH FIRESTOP MATERIALS. COMPLY WITH REQUIREMENTS FOR FIRESTOPPING SPECIFIED IN SECTION 078413 "PENETRATION FIRESTOPPING."

3.2 SLEEVE-SEAL-SYSTEM INSTALLATIONA. INSTALL SLEEVE-SEAL SYSTEMS IN SLEEVES IN EXTERIOR CONCRETE WALLS AND SLABS-ON-GRADE AT SERVICE PIPING ENTRIES INTO BUILDING.B. SELECT TYPE, SIZE, AND NUMBER OF SEALING ELEMENTS REQUIRED FOR PIPING MATERIAL AND SIZE AND FOR SLEEVE ID OR HOLE SIZE. POSITION PIPING IN CENTER OF SLEEVE. CENTER PIPING IN PENETRATION, ASSEMBLE SLEEVE-SEAL SYSTEM COMPONENTS, AND INSTALL IN ANNULAR SPACE BETWEEN PIPING AND SLEEVE. TIGHTEN BOLTS AGAINST PRESSURE PLATES THAT CAUSE SEALING ELEMENTS TO EXPAND AND MAKE A WATERTIGHT SEAL.

3.3 SLEEVE-SEAL-FITTING INSTALLATIONA. INSTALL SLEEVE-SEAL FITTINGS IN NEW WALLS AND SLABS AS THEY ARE CONSTRUCTED.B. ASSEMBLE FITTING COMPONENTS OF LENGTH TO BE FLUSH WITH BOTH SURFACES OF CONCRETE SLABS AND WALLS. POSITION WATERSTOP FLANGE TO BE CENTERED IN CONCRETE SLAB OR WALL.C. SECURE NAILING FLANGES TO CONCRETE FORMS.D. USING GROUT, SEAL THE SPACE AROUND OUTSIDE OF SLEEVE-SEAL FITTINGS.

3.4 SLEEVE AND SLEEVE-SEAL SCHEDULEA. USE SLEEVES AND SLEEVE SEALS FOR THE FOLLOWING PIPING-PENETRATION APPLICATIONS:

1. CONCRETE SLABS ABOVE GRADE:A. PIPING SMALLER THAN NPS 6: GALVANIZED-STEEL-PIPE SLEEVES.B. PIPING NPS 6 AND LARGER: GALVANIZED-STEEL-PIPE SLEEVES.

2. INTERIOR PARTITIONS:A. PIPING SMALLER THAN NPS 6: GALVANIZED-STEEL-PIPE SLEEVES.B. PIPING NPS 6 AND LARGER: GALVANIZED-STEEL-SHEET SLEEVES.

SECTION 230523 - GENERAL-DUTY VALVES FOR HVAC PIPING

1.1 SECTION REQUIREMENTSA. SUBMITTALS:

1. PRODUCT DATA: FOR EACH TYPE OF VALVE INDICATED.1.2 PERFORMANCE REQUIREMENTS

A. SOURCE LIMITATIONS FOR VALVES: OBTAIN EACH TYPE OF VALVE FROM SINGLE SOURCE FROM SINGLE MANUFACTURER.B. VALVE PRESSURE AND TEMPERATURE RATINGS: NOT LESS THAN INDICATED AND AS REQUIRED FOR SYSTEM PRESSURES AND TEMPERATURES.C. ASME COMPLIANCE:

1. ASME B1.20.1 FOR THREADS FOR THREADED END VALVES.2. ASME B16.1 FOR FLANGES ON IRON VALVES.3. ASME B16.5 FOR FLANGES ON STEEL VALVES.4. ASME B16.10 AND ASME B16.34 FOR FERROUS VALVE DIMENSIONS AND DESIGN CRITERIA.5. ASME B16.18 FOR SOLDER-JOINT CONNECTIONS.6. ASME B31.1 FOR POWER PIPING VALVES.7. ASME B31.9 FOR BUILDING SERVICES PIPING VALVES.

2.1 GENERAL-DUTY VALVESA. TWO-PIECE, BRONZE BALL VALVES WITH FULL PORT AND STAINLESS STEEL TRIM:

1. STANDARD: MSS SP-110.2. SWP RATING: 150 PSIG AND CWP RATING: 600 PSIG.3. SEATS: PTFE.

B. CLASS 125, BRONZE SWING CHECK VALVES WITH BRONZE DISC:1. STANDARD: MSS SP-80, TYPE 3.2. CWP RATING: 200 PSIG.

3.1 INSTALLATIONA. VALVE SIZES: SAME AS UPSTREAM PIPING UNLESS OTHERWISE INDICATED.B. VALVES IN INSULATED PIPING: WITH 2-INCH STEM EXTENSIONS.C. USE GATE AND BALL VALVES FOR SHUTOFF DUTY; GLOBE AND BALL FOR THROTTLING DUTY.D. LOCATE VALVES FOR EASY ACCESS AND PROVIDE SEPARATE SUPPORT WHERE NECESSARY.E. INSTALL VALVES FOR EACH FIXTURE AND ITEM OF EQUIPMENT.F. INSTALL THREE-VALVE BYPASS AROUND EACH PRESSURE-REDUCING VALVE USING THROTTLING-TYPE VALVES.G. INSTALL VALVES IN HORIZONTAL PIPING WITH STEM AT OR ABOVE CENTER OF PIPE.H. INSTALL VALVES IN A POSITION TO ALLOW FULL STEM MOVEMENT.I. INSTALL CHECK VALVES FOR PROPER DIRECTION OF FLOW IN HORIZONTAL POSITION WITH HINGE PIN LEVEL.

SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

1.1 SUBMITTALS:A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.B. HANGERS AND SUPPORTS:

1. SHOP DRAWINGS: SIGNED AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER.2. WELDING CERTIFICATES.3. STRUCTURAL STEEL WELDING QUALIFICATIONS: QUALIFY PROCEDURES AND PERSONNEL ACCORDING TO AWS D1.1/D1.1M, "STRUCTURAL WELDING CODE - STEEL."4. PIPE WELDING QUALIFICATIONS: QUALIFY PROCEDURES AND OPERATORS ACCORDING TO ASME BOILER AND PRESSURE VESSEL CODE.

1.2 PERFORMANCE REQUIREMENTSA. HANGERS AND SUPPORTS FOR PLUMBING PIPING EQUIPMENT:

1. STRUCTURAL PERFORMANCE: HANGERS AND SUPPORTS SHALL WITHSTAND THE EFFECTS OF GRAVITY LOADS AND STRESSES WITHIN LIMITS AND UNDER CONDITIONS INDICATED ACCORDING TO ASCE/SEI 7.

A. DESIGN SUPPORTS FOR MULTIPLE PIPES CAPABLE OF SUPPORTING COMBINED WEIGHT OF SUPPORTED SYSTEMS AND SYSTEM CONTENTS.B. DESIGN EQUIPMENT SUPPORTS CAPABLE OF SUPPORTING COMBINED OPERATING WEIGHT OF SUPPORTED EQUIPMENT AND CONNECTED SYSTEMS AND COMPONENTS.C. DESIGN SEISMIC-RESTRAINT HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT, AND OBTAIN APPROVAL FROM AUTHORITIES HAVING JURISDICTION.

2.1 HANGERS AND SUPPORTS FOR HVACA. CARBON-STEEL PIPE HANGERS AND SUPPORTS:

1. DESCRIPTION: MSS SP-58, TYPES 1 THROUGH 58, FACTORY-FABRICATED COMPONENTS.2. GALVANIZED METALLIC COATINGS: PREGALVANIZED OR HOT DIPPED.3. NONMETALLIC COATINGS: PLASTIC COATING, JACKET, OR LINER.4. PADDED HANGERS: HANGER WITH FIBERGLASS OR OTHER PIPE INSULATION PAD OR CUSHION TO SUPPORT BEARING SURFACE OF PIPING.5. HANGER RODS: CONTINUOUS-THREAD ROD, NUTS, AND WASHER MADE OF CARBON STEEL.

B. COPPER PIPE HANGERS:1. DESCRIPTION: MSS SP-58, TYPES 1 THROUGH 58, COPPER-COATED-STEEL, FACTORY-FABRICATED COMPONENTS.2. HANGER RODS: CONTINUOUS-THREAD ROD, NUTS, AND WASHER MADE OF COPPER-COATED STEEL.

C. FASTENER SYSTEMS:1. VERIFY SUITABILITY OF FASTENERS IN THIS ARTICLE FOR USE IN LIGHTWEIGHT CONCRETE OR CONCRETE SLABS LESS THAN 4 INCHES THICK.2. POWDER-ACTUATED FASTENERS: THREADED-STEEL STUD, FOR USE IN HARDENED PORTLAND CEMENT CONCRETE WITH PULLOUT, TENSION, AND SHEAR CAPACITIES APPROPRIATE FOR SUPPORTED LOADS AND BUILDING MATERIALS WHERE USED.3. MECHANICAL-EXPANSION ANCHORS: INSERT-WEDGE-TYPE, ZINC-COATED STEEL ANCHORS, FOR USE IN HARDENED PORTLAND CEMENT CONCRETE; WITH PULLOUT, TENSION, AND SHEAR CAPACITIES APPROPRIATE FOR SUPPORTED LOADS AND BUILDING MATERIALS WHERE USED.

D. MISCELLANEOUS MATERIALS:1. STRUCTURAL STEEL: ASTM A 36/A 36M, CARBON-STEEL PLATES, SHAPES, AND BARS; BLACK AND GALVANIZED.2. GROUT: ASTM C 1107, FACTORY-MIXED AND -PACKAGED, DRY, HYDRAULIC-CEMENT, NONSHRINK AND NONMETALLIC GROUT; SUITABLE FOR INTERIOR AND EXTERIOR APPLICATIONS.

A. PROPERTIES: NONSTAINING, NONCORROSIVE, AND NONGASEOUS.B. DESIGN MIX: 5000-PSI, 28-DAY COMPRESSIVE STRENGTH.

3.1 GENERAL PIPING INSTALLATIONSA. INSTALL PIPING FREE OF SAGS AND BENDS.B. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS.

3.2 HANGERS AND SUPPORTSA. COMPLY WITH MSS SP-69 AND MSS SP-89. INSTALL BUILDING ATTACHMENTS WITHIN CONCRETE OR TO STRUCTURAL STEEL.B. INSTALL HANGERS AND SUPPORTS TO ALLOW CONTROLLED THERMAL AND SEISMIC MOVEMENT OF PIPING SYSTEMS.C. INSTALL POWDER-ACTUATED FASTENERS AND MECHANICAL-EXPANSION ANCHORS IN CONCRETE AFTER CONCRETE IS CURED. DO NOT USE IN LIGHTWEIGHT CONCRETE OR IN SLABS LESS THAN 4 INCHES THICK.D. LOAD DISTRIBUTION: INSTALL HANGERS AND SUPPORTS SO PIPING LIVE AND DEAD LOADING AND STRESSES FROM MOVEMENT WILL NOT BE TRANSMITTED TO CONNECTED EQUIPMENT.E. HORIZONTAL-PIPING HANGERS AND SUPPORTS: UNLESS OTHERWISE INDICATED AND EXCEPT AS SPECIFIED IN PIPING SYSTEM SPECIFICATION SECTIONS, INSTALL THE FOLLOWING TYPES:

1. ADJUSTABLE STEEL CLEVIS HANGERS (MSS TYPE 1): FOR SUSPENSION OF NONINSULATED OR INSULATED STATIONARY PIPES, NPS 1/2 TO NPS 30.2. PIPE HANGERS (MSS TYPE 5): FOR SUSPENSION OF PIPES, NPS 1/2 TO NPS 4 TO ALLOW OFF-CENTER CLOSURE FOR HANGER INSTALLATION BEFORE PIPE ERECTION.3. ADJUSTABLE STEEL BAND HANGERS (MSS TYPE 7): FOR SUSPENSION OF NONINSULATED STATIONARY PIPES, NPS 1/2 TO NPS 8.4. ADJUSTABLE BAND HANGERS (MSS TYPE 9): FOR SUSPENSION OF NONINSULATED STATIONARY PIPES, NPS 1/2 TO NPS 8.5. ADJUSTABLE SWIVEL-RING BAND HANGERS (MSS TYPE 10): FOR SUSPENSION OF NONINSULATED STATIONARY PIPES, NPS 1/2 TO NPS 2.

F. VERTICAL-PIPING CLAMPS: UNLESS OTHERWISE INDICATED AND EXCEPT AS SPECIFIED IN PIPING SYSTEM SPECIFICATION SECTIONS, INSTALL THE FOLLOWING TYPES:

1. EXTENSION PIPE OR RISER CLAMPS (MSS TYPE 8): FOR SUPPORT OF PIPE RISERS, NPS 3/4 TO NPS 20.2. CARBON- OR ALLOY-STEEL RISER CLAMPS (MSS TYPE 42): FOR SUPPORT OF PIPE RISERS, NPS 3/4 TO NPS 20, IF LONGER ENDS ARE REQUIRED FOR RISER CLAMPS.

SECTION 230593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC

1.1 SECTION REQUIREMENTSA. SUBMITTALS:

1. CERTIFIED TAB REPORTS.2. DOCUMENTATION OF WORK PERFORMED PER ASHRAE 62.1, SECTION 7.2.2 - "AIR BALANCING."3. DOCUMENTATION OF WORK PERFORMED PER ASHRAE/IESNA 90.1, SECTION 6.7.2.3 - "SYSTEM BALANCING."

B. TAB FIRM QUALIFICATIONS: AABC NEBB OR TABB CERTIFIED.C. TAB REPORT FORMS: STANDARD TAB CONTRACTOR'S FORMS APPROVED BY ARCHITECT.D. PERFORM TAB AFTER LEAKAGE AND PRESSURE TESTS ON AIR AND WATER DISTRIBUTION SYSTEMS HAVE BEEN SATISFACTORILY COMPLETED.

1.2 EXAMINATIONA. EXAMINE THE CONTRACT DOCUMENTS TO BECOME FAMILIAR WITH PROJECT REQUIREMENTS AND TO DISCOVER CONDITIONS IN SYSTEMS' DESIGNS THAT MAY PRECLUDE PROPER TAB OF SYSTEMS AND EQUIPMENT.B. EXAMINE THE APPROVED SUBMITTALS FOR HVAC SYSTEMS AND EQUIPMENT.C. EXAMINE SYSTEMS FOR INSTALLED BALANCING DEVICES, SUCH AS TEST PORTS, GAGE COCKS, THERMOMETER WELLS, FLOW-CONTROL DEVICES, BALANCING VALVES AND FITTINGS, AND MANUAL VOLUME DAMPERS. VERIFY THAT LOCATIONS OF THESE BALANCING DEVICES ARE ACCESSIBLE.D. EXAMINE SYSTEM AND EQUIPMENT INSTALLATIONS AND VERIFY THAT FIELD QUALITY-CONTROL TESTING, CLEANING, AND ADJUSTING SPECIFIED IN INDIVIDUAL SECTIONS HAVE BEEN PERFORMED.E. EXAMINE HVAC EQUIPMENT AND FILTERS AND VERIFY THAT BEARINGS ARE GREASED, BELTS ARE ALIGNED AND TIGHT, AND EQUIPMENT WITH FUNCTIONING CONTROLS IS READY FOR OPERATION.F. EXAMINE TERMINAL UNITS, SUCH AS VARIABLE-AIR-VOLUME BOXES, AND VERIFY THAT THEY ARE ACCESSIBLE AND THEIR CONTROLS ARE CONNECTED AND FUNCTIONING.G. EXAMINE AUTOMATIC TEMPERATURE SYSTEM COMPONENTS TO VERIFY THE FOLLOWING:

1. DAMPERS, VALVES, AND OTHER CONTROLLED DEVICES ARE OPERATED BY THE INTENDED CONTROLLER.2. DAMPERS AND VALVES ARE IN THE POSITION INDICATED BY THE CONTROLLER.3. INTEGRITY OF DAMPERS AND VALVES FOR FREE AND FULL OPERATION AND FOR TIGHTNESS OF FULLY CLOSED AND FULLY OPEN POSITIONS. THIS INCLUDES DAMPERS IN MULTIZONE UNITS, MIXING BOXES, AND VARIABLE-AIR-VOLUME TERMINALS.4. AUTOMATIC MODULATING AND SHUTOFF VALVES, INCLUDING TWO-WAY VALVES AND THREE-WAY MIXING AND DIVERTING VALVES, ARE PROPERLY CONNECTED.5. THERMOSTATS AND HUMIDISTATS ARE LOCATED TO AVOID ADVERSE EFFECTS OF SUNLIGHT, DRAFTS, AND COLD WALLS.6. SENSORS ARE LOCATED TO SENSE ONLY THE INTENDED CONDITIONS.7. SEQUENCE OF OPERATION FOR CONTROL MODES IS ACCORDING TO THE CONTRACT DOCUMENTS.8. CONTROLLER SET POINTS ARE SET AT INDICATED VALUES.9. INTERLOCKED SYSTEMS ARE OPERATING.10. CHANGEOVER FROM HEATING TO COOLING MODE OCCURS ACCORDING TO INDICATED VALUES.

H. REPORT DEFICIENCIES DISCOVERED BEFORE AND DURING PERFORMANCE OF TEST AND BALANCE PROCEDURES.1.3 GENERAL PROCEDURES FOR TESTING AND BALANCING

A. PERFORM TESTING AND BALANCING PROCEDURES ON EACH SYSTEM ACCORDING TO THE PROCEDURES CONTAINED IN ASHRAE 111 AND IN THIS SECTION.B. CUT INSULATION, DUCTS, PIPES, AND EQUIPMENT CABINETS FOR INSTALLATION OF TEST PROBES TO THE MINIMUM EXTENT NECESSARY FOR TAB PROCEDURES. AFTER TESTING AND BALANCING, PATCH PROBE HOLES IN DUCTS WITH SAME MATERIAL AND THICKNESS AS USED TO CONSTRUCT DUCTS. INSTALL AND JOIN NEW INSULATION THAT MATCHES REMOVED MATERIALS. RESTORE INSULATION, COVERINGS, VAPOR BARRIER, AND FINISH.C. MARK EQUIPMENT AND BALANCING DEVICES, INCLUDING DAMPER-CONTROL POSITIONS, VALVE POSITION INDICATORS, FAN-SPEED-CONTROL LEVERS, AND SIMILAR CONTROLS AND DEVICES, WITH PAINT OR OTHER SUITABLE, PERMANENT IDENTIFICATION MATERIAL TO SHOW FINAL SETTINGS.D. TAKE AND REPORT TESTING AND BALANCING MEASUREMENTS IN INCH-POUND (IP) UNITS.

1.4 GENERAL PROCEDURES FOR BALANCING AIR SYSTEMSA. PREPARE SCHEMATIC DIAGRAMS OF SYSTEMS' "AS-BUILT" DUCT LAYOUTS.B. FOR VARIABLE-AIR-VOLUME SYSTEMS, DEVELOP A PLAN TO SIMULATE DIVERSITY.C. DETERMINE THE BEST LOCATIONS IN MAIN AND BRANCH DUCTS FOR ACCURATE DUCT AIRFLOW MEASUREMENTS.D. VERIFY THAT MOTOR STARTERS ARE EQUIPPED WITH PROPERLY SIZED THERMAL PROTECTION.E. CHECK FOR AIRFLOW BLOCKAGES.F. CHECK CONDENSATE DRAINS FOR PROPER CONNECTIONS AND FUNCTIONING.G. CHECK FOR PROPER SEALING OF AIR-HANDLING UNIT COMPONENTS.H. CHECK FOR PROPER SEALING OF AIR DUCT SYSTEM.

1.5 GENERAL PROCEDURES FOR HYDRONIC SYSTEMSA. PREPARE TEST REPORTS WITH PERTINENT DESIGN DATA; NUMBER IN SEQUENCE STARTING AT PUMP TO END OF SYSTEM. CHECK THE SUM OF BRANCH-CIRCUIT FLOWS AGAINST APPROVED PUMP FLOW RATE.B. PREPARE SCHEMATIC DIAGRAMS OF SYSTEMS' "AS-BUILT" PIPING LAYOUTS.C. PREPARE HYDRONIC SYSTEMS FOR TESTING AND BALANCING ACCORDING TO THE FOLLOWING, IN ADDITION TO THE GENERAL PREPARATION PROCEDURES SPECIFIED ABOVE:

1. OPEN ALL MANUAL VALVES FOR MAXIMUM FLOW.2. CHECK LIQUID LEVEL IN EXPANSION TANK.3. CHECK MAKEUP-WATER-STATION PRESSURE GAGE FOR ADEQUATE PRESSURE FOR HIGHEST VENT.4. SET SYSTEM CONTROLS SO AUTOMATIC VALVES ARE WIDE OPEN TO HEAT EXCHANGERS.5. CHECK PUMP-MOTOR LOAD. IF MOTOR IS OVERLOADED, THROTTLE MAIN FLOW-BALANCING DEVICE SO MOTOR NAMEPLATE RATING IS NOT EXCEEDED.

1.6 TOLERANCESA. SET HVAC SYSTEM AIRFLOW AND WATER FLOW RATES WITHIN THE FOLLOWING TOLERANCES:

1. SUPPLY, RETURN, AND EXHAUST FANS AND EQUIPMENT WITH FANS: PLUS OR MINUS 10 PERCENT.2. AIR OUTLETS AND INLETS: PLUS OR MINUS 10 PERCENT.3. HEATING-WATER FLOW RATE: PLUS OR MINUS 10 PERCENT.4. COOLING-WATER FLOW RATE: PLUS OR MINUS 10 PERCENT.

SECTION 23000 - HVAC INSULATION

1.1 SECTION REQUIREMENTSA. SUBMITTALS:

1. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.2. FOR ADHESIVES AND SEALANTS, DOCUMENTATION INCLUDING PRINTED STATEMENT OF VOC CONTENT.

B. QUALITY ASSURANCE: LABELED WITH MAXIMUM FLAME-SPREAD INDEX OF 25 AND MAXIMUM SMOKE-DEVELOPED INDEX OF 50 ACCORDING TO ASTM E 84.

1.2 PERFORMANCE REQUIREMENTSA. SURFACE-BURNING CHARACTERISTICS:

1. INDOOR INSULATION AND RELATED MATERIALS: TO BE FACTORY-LABELED DESIGNATING MAXIMUM FLAME-SPREAD INDEX OF 25 OR LESS AND SMOKE-DEVELOPED INDEX OF 50 OR LESS ACCORDING TO ASTM E 84.2. OUTDOOR INSULATION AND RELATED MATERIALS: TO BE FACTORY LABELED DESIGNATING MAXIMUM FLAME-SPREAD INDEX OF 75 OR LESS AND SMOKE-DEVELOPED INDEX OF 150 OR LESS ACCORDING TO ASTM E 84.

2.1 INSULATION MATERIALSA. FOAM INSULATION MATERIALS SHALL NOT USE CFC OR HCFC BLOWING AGENTS IN THE MANUFACTURING PROCESS.B. FLEXIBLE ELASTOMERIC: CLOSED-CELL, SPONGE- OR EXPANDED-RUBBER MATERIALS. COMPLY WITH ASTM C 534, TYPE I FOR TUBULAR MATERIALS AND TYPE II FOR SHEET MATERIALS.1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:

A. AEROFLEX USA, INC.B. ARMACELL LLC.C. K-FLEX USA.

C. MINERAL-FIBER BLANKET INSULATION: COMPLY WITH ASTM C 553, TYPE II AND ASTM C 1290, TYPE I.1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:

A. CERTAINTEED CORPORATION.B. JOHNS MANVILLE; A BERKSHIRE HATHAWAY COMPANY.C. KNAUF INSULATION.D. OWENS CORNING.

D. MINERAL-FIBER BOARD INSULATION: COMPLY WITH ASTM C 612, TYPE IA OR TYPE IB. FOR DUCT AND PLENUM APPLICATIONS, PROVIDE INSULATION WITH FACTORY-APPLIED FSK JACKET.

1. HYPERLINK "http://www.specagent.com/Lookup?ulid=10841" MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:

A. CERTAINTEED CORPORATION.B. JOHNS MANVILLE; A BERKSHIRE HATHAWAY COMPANY.C. KNAUF INSULATION.D. OWENS CORNING.

E. MINERAL-FIBER, PREFORMED PIPE INSULATION: COMPLY WITH ASTM C 547, TYPE I, GRADE A, WITH FACTORY-APPLIED ASJ.

1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:

A. JOHNS MANVILLE; A BERKSHIRE HATHAWAY COMPANY.B. KNAUF INSULATION.C. OWENS CORNING.

F. MINERAL-FIBER PIPE AND TANK INSULATION: COMPLYING WITH ASTM C 1393, TYPE II OR TYPE IIIA, CATEGORY 2, OR WITH PROPERTIES SIMILAR TO ASTM C 612, TYPE IB; HAVING FACTORY-APPLIED ASJ. NOMINAL DENSITY IS 2.5 LB/CU. FT. OR MORE. THERMAL CONDUCTIVITY (K-VALUE) AT 100 DEG F IS 0.29 BTU X IN./H X SQ. FT. X DEG F OR LESS.

1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:

A. CERTAINTEED CORPORATION.B. JOHNS MANVILLE; A BERKSHIRE HATHAWAY COMPANY.C. KNAUF INSULATION.D. OWENS CORNING.

G. FLEXIBLE ELASTOMERIC ADHESIVE: COMPLY WITH MIL-A-24179A, TYPE II, CLASS I.1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:

A. AEROFLEX USA, INC.B. ARMACELL LLC.C. FOSTER BRAND; H. B. FULLER CONSTRUCTION PRODUCTS.D. K-FLEX USA.

2. FOR INDOOR APPLICATIONS, ADHESIVE SHALL HAVE A VOC CONTENT OF 50 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24).

H. MINERAL-FIBER ADHESIVE: COMPLY WITH MIL-A-3316C, CLASS 2, GRADE A.1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:

A. CHILDERS BRAND; H. B. FULLER CONSTRUCTION PRODUCTS.B. EAGLE BRIDGES - MARATHON INDUSTRIES.C. FOSTER BRAND; H. B. FULLER CONSTRUCTION PRODUCTS.D. MON-ECO INDUSTRIES, INC.

2. FOR INDOOR APPLICATIONS, ADHESIVE SHALL HAVE A VOC CONTENT OF 80 G/L OR LESS WHEN CALCULATED ACCORDING TO 40 CFR 59, SUBPART D (EPA METHOD 24).

I. VAPOR-BARRIER MASTIC: WATER BASED; SUITABLE FOR INDOOR AND OUTDOOR USE ON BELOW AMBIENT SERVICES.1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:

A. FOSTER BRAND; H. B. FULLER CONSTRUCTION PRODUCTS.B. VIMASCO CORPORATION.

2. WATER-VAPOR PERMEANCE: ASTM E 96/E 96M, PROCEDURE B, 0.013 PERM AT 43-MIL DRY FILM THICKNESS.3. SOLIDS CONTENT: ASTM D 1644, 58 PERCENT BY VOLUME AND 70 PERCENT BY WEIGHT.

J. FACTORY-APPLIED JACKETS: WHEN FACTORY-APPLIED JACKETS ARE INDICATED, COMPLY WITH THE FOLLOWING:1. ASJ: WHITE, KRAFT-PAPER, FIBERGLASS-REINFORCED SCRIM WITH ALUMINUM-FOIL BACKING; COMPLYING WITH ASTM C 1136, TYPE I.2. FSK JACKET: ALUMINUM-FOIL, FIBERGLASS-REINFORCED SCRIM WITH KRAFT-PAPER BACKING; COMPLYING WITH ASTM C 1136, TYPE II.

K. ASJ TAPE: WHITE VAPOR-RETARDER TAPE MATCHING FACTORY-APPLIED JACKET WITH ACRYLIC ADHESIVE, COMPLYING WITH ASTM C 1136.

1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:

A. AVERY DENNISON CORPORATION, SPECIALTY TAPES DIVISION.B. COMPAC CORPORATION.C. IDEAL TAPE CO., INC., AN AMERICAN BILTRITE COMPANY.D. VENTURE TAPE.

L. FSK TAPE: FOIL-FACE, VAPOR-RETARDER TAPE MATCHING FACTORY-APPLIED JACKET WITH ACRYLIC ADHESIVE; COMPLYING WITH ASTM C 1136.

1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:

A. AVERY DENNISON CORPORATION, SPECIALTY TAPES DIVISION.B. COMPAC CORPORATION.C. IDEAL TAPE CO., INC., AN AMERICAN BILTRITE COMPANY.D. VENTURE TAPE.

3.1 INSULATION INSTALLATIONA. COMPLY WITH REQUIREMENTS OF THE MIDWEST INSULATION CONTRACTORS ASSOCIATION'S "NATIONAL COMMERCIAL & INDUSTRIAL INSULATION STANDARDS" FOR INSULATION INSTALLATION ON PIPES AND EQUIPMENT.B. INSULATION INSTALLATION AT INTERIOR WALL AND PARTITION PENETRATIONS (THAT ARE NOT FIRE RATED): INSTALL INSULATION CONTINUOUSLY THROUGH WALLS AND PARTITIONS.C. INSULATION INSTALLATION AT FIRE-RATED WALL, PARTITION, AND FLOOR PENETRATIONS: INSTALL INSULATION CONTINUOUSLY THROUGH PENETRATIONS. SEAL PENETRATIONS. COMPLY WITH REQUIREMENTS IN SECTION 078413 "PENETRATION FIRESTOPPING."D. FLEXIBLE ELASTOMERIC INSULATION INSTALLATION:

1. SEAL LONGITUDINAL SEAMS AND END JOINTS WITH ADHESIVE TO ELIMINATE OPENINGS IN INSULATION THAT ALLOW PASSAGE OF AIR TO SURFACE BEING INSULATED.2. INSULATION INSTALLATION ON PIPE FITTINGS AND ELBOWS: INSTALL MITERED SECTIONS OF PIPE INSULATION. SECURE INSULATION MATERIALS AND SEAL SEAMS WITH ADHESIVE TO ELIMINATE OPENINGS IN INSULATION THAT ALLOW PASSAGE OF AIR TO SURFACE BEING INSULATED.

E. MINERAL-FIBER INSULATION INSTALLATION:1. INSULATION INSTALLATION ON STRAIGHT PIPES AND TUBES: WHERE VAPOR BARRIERS ARE INDICATED, SEAL LONGITUDINAL SEAMS, END JOINTS, AND PROTRUSIONS WITH VAPOR-BARRIER MASTIC AND JOINT SEALANT.2. FOR INSULATION WITH FACTORY-APPLIED JACKETS ON ABOVE AMBIENT SURFACES, SECURE LAPS WITH OUTWARD CLINCHED STAPLES AT 6 INCHES O.C.3. FOR INSULATION WITH FACTORY-APPLIED JACKETS ON BELOW AMBIENT SURFACES, DO NOT STAPLE LONGITUDINAL TABS BUT SECURE TABS WITH ADDITIONAL ADHESIVE AS RECOMMENDED BY INSULATION MATERIAL MANUFACTURER AND SEAL WITH VAPOR-BARRIER MASTIC AND FLASHING SEALANT.4. BLANKET AND BOARD INSULATION INSTALLATION ON DUCTS AND PLENUMS: SECURE WITH ADHESIVE AND INSULATION PINS.5. FOR DUCTS AND PLENUMS WITH SURFACE TEMPERATURES BELOW AMBIENT, INSTALL A CONTINUOUS, UNBROKEN VAPOR BARRIER.

F. PLENUMS AND DUCTS REQUIRING INSULATION:1. CONCEALED AND EXPOSED SUPPLY AND OUTDOOR AIR.2. CONCEALED AND EXPOSED RETURN AIR LOCATED IN NONCONDITIONED SPACE.3. CONCEALED AND EXPOSED EXHAUST BETWEEN ISOLATION DAMPER AND PENETRATION OF BUILDING EXTERIOR.

G. PLENUMS AND DUCTS NOT INSULATED:1. METAL DUCTS WITH DUCT LINER.2. FACTORY-INSULATED PLENUMS AND CASINGS.3. FLEXIBLE CONNECTORS.4. VIBRATION-CONTROL DEVICES.5. FACTORY-INSULATED ACCESS PANELS AND DOORS.

H. PIPING NOT INSULATED: UNLESS OTHERWISE INDICATED, DO NOT INSTALL INSULATION ON THE FOLLOWING:1. DRAINAGE PIPING LOCATED IN CRAWLSPACES.2. UNDERGROUND PIPING.3. CHROME-PLATED PIPES AND FITTINGS UNLESS THERE IS A POTENTIAL FOR PERSONNEL INJURY.

3.2 DUCT AND PLENUM INSULATION SCHEDULEA. CONCEALED DUCT INSULATION SHALL BE ONE OF THE FOLLOWING:

1. FLEXIBLE ELASTOMERIC: 1 INCH THICK.2. MINERAL-FIBER BLANKET: 1-1/2 INCHES THICK AND 0.75-LB/CU. FT. NOMINAL DENSITY.3. MINERAL-FIBER BOARD: 1-1/2 INCHES THICK AND 2-LB/CU. FT. NOMINAL DENSITY.

B. EXPOSED DUCT INSULATION SHALL BE THE FOLLOWING:1. MINERAL-FIBER BOARD: 1-1/2 INCHES THICK AND 2-LB/CU. FT. NOMINAL DENSITY.

3.3 HVAC PIPING INSULATION SCHEDULEA. CHILLED WATER: INSULATION SHALL BE ONE OF THE FOLLOWING:

1. FLEXIBLE ELASTOMERIC: 1 INCH THICK.2. MINERAL-FIBER, PREFORMED PIPE, TYPE I: 1 INCH THICK.

B. HEATING HOT WATER: INSULATION SHALL BE ONE OF THE FOLLOWING:1. FLEXIBLE ELASTOMERIC: 1 INCH THICK.2. MINERAL-FIBER, PREFORMED PIPE, TYPE I: 1 INCH THICK.

C. CONDENSATE DRAIN PIPING: INSULATION SHALL BE THE FOLLOWING:1. FLEXIBLE ELASTOMERIC: 1/2 INCH THICK.

SECTION 232113 - HYDRONIC PIPING

1.1 SUBMITTALS: PRODUCT DATA FOR EACH TYPE OF PRODUCT INDICATED.1.2 PERFORMANCE REQUIREMENTSA. HYDRONIC PIPING COMPONENTS AND INSTALLATION SHALL BE CAPABLE OF WITHSTANDING THE FOLLOWING MINIMUM WORKING PRESSURE AND TEMPERATURE UNLESS OTHERWISE INDICATED:

1. CHILLED-WATER PIPING: 125 PSIG AT 150 DEG F.2. HEATING HOT-WATER PIPIN: 125 PSIG AT 180 DEG F.3. CONDENSATE-DRAIN PIPING: 125 DEG F.

2.1 PIPES, TUBES AND FITTINGSA. HARD COPPER TUBING: ASTM B 88, TYPE L WITH ASME B16.22 WROUGHT-COPPER SOLDER FITTINGS AND ASTM B 32, 95-5 TIN ANTIMONY SOLDER.B. SOFT COPPER TUBING: ASTM B 88, TYPE K WITH ASME B16.22 WROUGHT-COPPER SOLDER FITTINGS.C. STEEL PIPE: ASTM A 53, SCHEDULE 40, PLAIN ENDS WITH MALLEABLE-IRON THREADED FITTINGS, CLASS 300.D. STEEL PIPE NIPPLES: ASTM A 733, MADE OF SAME MATERIALS AND WALL THICKNESSES AS PIPE IN WHICH THEY ARE INSTALLED.E. UNIONS: ASME B16.39, MALLEABLE-IRON, CLASS 150, HEXAGONAL STOCK, WITH BALL-AND-SOCKET JOINTS, METAL-TO-METAL BRONZE SEATING SURFACES; FEMALE THREADED ENDS.F. FLEXIBLE CONNECTORS: STAINLESS-STEEL BELLOWS WITH WOVEN, FLEXIBLE, BRONZE, WIRE-REINFORCING PROTECTIVE JACKET; 150-PSIG MINIMUM WORKING PRESSURE, 250 DEG F MAXIMUM OPERATING TEMPERATURE.G. DIELECTRIC NIPPLES: ELECTROPLATED STEEL NIPPLE WITH INERT AND NONCORROSIVE, THERMOPLASTIC LINING; PLAIN, THREADED ENDS2.2 SPECIAL-DUTY VALVESA. BRONZE, CALIBRATED-ORIFICE, BALANCING VALVES:

1. BODY: BRONZE, BALL OR PLUG TYPE WITH CALIBRATED ORIFICE OR VENTURI.2. PRESSURE-GAGE CONNECTIONS: INTEGRAL SEALS FOR PORTABLE DIFFERENTIAL PRESSURE METER.3. CWP RATING: MINIMUM 125 PSIG.4. MAXIMUM OPERATING TEMPERATURE: 250 DEG F.5. VALVE SHALL HAVE INTEGRAL POINTER AND CALIBRATED SCALE TO REGISTER DEGREE OF VALVE OPENING.

2.3 HYDRONIC SPECIALTIESA. MANUAL AIR VENTS: BRONZE BODY AND NONFERROUS INTERNAL PARTS; 150-PSIG WORKING PRESSURE, 225 DEG F OPERATING TEMPERATURE; MANUALLY OPERATED WITH SCREWDRIVER OR THUMBSCREW; WITH NPS 1/8 DISCHARGE CONNECTION AND NPS 1/2 INLET CONNECTION.D. Y-PATTERN STRAINERS: 125-PSIG WORKING PRESSURE; CAST-IRON BODY (ASTM A 126, CLASS B), FLANGED ENDS FOR NPS 2-1/2 AND LARGER, THREADED CONNECTIONS FOR NPS 2 AND SMALLER, BOLTED COVER, PERFORATED TYPE 304 STAINLESS-STEEL BASKET, AND BOTTOM DRAIN CONNECTION.2.4 SLEEVES AND SLEEVE SEALSA. GALVANIZED-STEEL SHEET: 0.0239-INCH MINIMUM THICKNESS; ROUND TUBE CLOSED WITH WELDED LONGITUDINAL JOINT.B. MODULAR RUBBER SEALING-ELEMENT UNIT, DESIGNED FOR FIELD ASSEMBLY, TO FILL ANNULAR SPACE BETWEEN PIPE AND SLEEVE.

1. SEALING ELEMENTS: ETHYLENE-PROPYLENE-DIENE-MONOMER-RUBBER INTERLOCKING LINKS SHAPED TO FIT SURFACE OF PIPE. INCLUDE TYPE AND NUMBER REQUIRED FOR PIPE MATERIAL AND SIZE OF PIPE.2. PRESSURE PLATES: FIBER-REINFORCED PLASTIC.3. CONNECTING BOLTS AND NUTS: STAINLESS STEEL OF LENGTH REQUIRED TO SECURE PRESSURE PLATES TO SEALING ELEMENTS.

2.5 ESCUTCHEONS AND FLOOR PLATESA. ONE-PIECE, DEEP-PATTERN TYPE: DEEP-DRAWN, BOX-SHAPED BRASS WITH CHROME-PLATED FINISH AND SPRING-CLIP FASTENERS.B. ONE-PIECE, STAMPED-STEEL TYPE: WITH CHROME-PLATED FINISH AND SPRING-CLIP FASTENERS.2.6 TEST PLUGS

A. CORROSION-RESISTANT BRASS OR STAINLESS-STEEL BODY WITH TWO SELF-SEALING RUBBER CORE INSERTS AND GASKETED AND THREADED CAP, WITH EXTENDED STEM FOR UNITS TO BE INSTALLED IN INSULATED PIPING. MINIMUM PRESSURE AND TEMPERATURE RATING OF 500 PSIG AT 200 DEG F.

3.1 INSTALLATIONA. COMPLY WITH REQUIREMENTS IN SECTION 230529 "HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT" FOR HANGER, SUPPORT, AND ANCHOR DEVICES. COMPLY WITH THE FOLLOWING REQUIREMENTS FOR MAXIMUM SPACING OF SUPPORTS.B. INSTALL PIPING IN CONCEALED LOCATIONS UNLESS OTHERWISE INDICATED AND EXCEPT IN EQUIPMENT ROOMS AND SERVICE AREAS.C. INSTALL PIPING FREE OF SAGS AND BENDS AND INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS.D. USE THE FEWEST NUMBER OF JOINTS BELOWGROUND AND WITHIN FLOOR SLABS.E. INSTALL PIPING AT A UNIFORM SLOPE OF 0.2 PERCENT UPWARD IN THE DIRECTION OF FLOW.F. MAKE REDUCTIONS IN PIPE SIZES USING ECCENTRIC REDUCER FITTING INSTALLED WITH LEVEL SIDE UP.G. INSTALL BRANCH CONNECTIONS TO MAINS USING T-FITTINGS IN MAIN WITH TAKEOFF OUT THE BOTTOM OF THE MAIN, EXCEPT FOR UP-FEED RISERS, WHICH SHALL HAVE SWING JOINT AND TAKEOFF OUT THE TOP OF THE MAIN LINE.H. INSTALL UNIONS IN PIPES ADJACENT TO EACH VALVE, AT FINAL CONNECTIONS WITH EACH PIECE OF EQUIPMENT, AND ELSEWHERE AS INDICATED.I. INSTALL FLEXIBLE CONNECTORS AT INLET AND DISCHARGE CONNECTIONS TO PUMPS (EXCEPT IN-LINE PUMPS) AND OTHER VIBRATION-PRODUCING EQUIPMENT.J. REMOVE STEMS, SEATS, AND PACKING OF VALVES AND ACCESSIBLE INTERNAL PARTS AT PIPING SPECIALTIES BEFORE SOLDERING OR BRAZING.K. SLEEVE-SEAL-SYSTEM INSTALLATION:

1. INSTALL SLEEVE-SEAL SYSTEMS IN SLEEVES IN EXTERIOR CONCRETE WALLS AND SLABS-ON-GRADE AT SERVICE PIPING ENTRIES INTO BUILDING.2. SELECT TYPE, SIZE, AND NUMBER OF SEALING ELEMENTS REQUIRED FOR PIPING MATERIAL AND SIZE AND FOR SLEEVE ID OR HOLE SIZE. POSITION PIPING IN CENTER OF SLEEVE. CENTER PIPING IN PENETRATION, ASSEMBLE SLEEVE-SEAL SYSTEM COMPONENTS, AND INSTALL IN ANNULAR SPACE BETWEEN PIPING AND SLEEVE. TIGHTEN BOLTS AGAINST PRESSURE PLATES THAT CAUSE SEALING ELEMENTS TO EXPAND, AND MAKE A WATERTIGHT SEAL.

L. ESCUTCHEONS AND FLOOR PLATES:1. INSTALL ESCUTCHEONS FOR PIPING PENETRATIONS OF WALLS, CEILINGS, AND FINISHED FLOORS.2. INSTALL ESCUTCHEONS WITH ID TO CLOSELY FIT AROUND PIPE, TUBE, AND INSULATION OF PIPING AND WITH OD THAT COMPLETELY COVERS OPENING.3. INSTALL FLOOR PLATES FOR PIPING PENETRATIONS OF EQUIPMENT-ROOM FLOORS.4. INSTALL FLOOR PLATES WITH ID TO CLOSELY FIT AROUND PIPE, TUBE, AND INSULATION OF PIPING AND WITH OD THAT COMPLETELY COVERS OPENING.

3.2 VALVE INSTALLATIONSA. SHUTOFF DUTY: USE BALL VALVES.B. INSTALL SHUTOFF-DUTY VALVES AT EACH BRANCH CONNECTION TO SUPPLY MAINS, AT SUPPLY CONNECTION TO

EACH PIECE OF EQUIPMENT, AND ELSEWHERE AS INDICATED.C. INSTALL THROTTLING-DUTY VALVES AT EACH BRANCH CONNECTION TO RETURN MAINS, AT RETURN CONNECTIONS

TO EACH PIECE OF EQUIPMENT, AND ELSEWHERE AS INDICATED.D. INSTALL CALIBRATED-ORIFICE, BALANCING VALVES ON THE OUTLET OF EACH HEATING OR COOLING ELEMENT AND

ELSEWHERE AS REQUIRED TO FACILITATE SYSTEM BALANCING.E. INSTALL DRAIN VALVES AT LOW POINTS IN MAINS, RISERS, BRANCH LINES, AND ELSEWHERE AS REQUIRED FOR

SYSTEM DRAINAGE, CONSISTING OF A T-FITTING, NPS 3/4 BALL VALVE, AND SHORT NPS 3/4 THREADED NIPPLE AND CAP.

F. INSTALL CHECK VALVES ON EACH PUMP DISCHARGE AND ELSEWHERE AS REQUIRED TO CONTROL FLOW DIRECTION.G. INSTALL MANUAL AIR VENTS AT HIGH POINTS IN THE SYSTEM, AT HEAT-TRANSFER COILS, AND ELSEWHERE AS

REQUIRED FOR SYSTEM AIR VENTING.H. INSTALL VALVES WITH STEM UP. ALLOW CLEARANCE ABOVE STEM FOR CHECK MECHANISM REMOVAL.

3.3 SPECIALTIES INSTALLATIONS: INSTALL STRAINERS ON INLET SIDE OF EACH CONTROL VALVE, PRESSURE-REDUCING VALVE, SOLENOID VALVE, IN-LINE PUMP, AND ELSEWHERE AS INDICATED.3.4 TESTING, ADJUSTING, AND BALANCINGA. CLEAN AND FLUSH HYDRONIC PIPING SYSTEMS. REMOVE, CLEAN, AND REPLACE STRAINER SCREENS.B. HYDROSTATICALLY TEST COMPLETED PIPING AT A PRESSURE ONE AND ONE-HALF TIMES OPERATING PRESSURE. ISOLATE EQUIPMENT BEFORE TESTING PIPING. REPAIR LEAKS AND RETEST PIPING UNTIL THERE ARE NO LEAKS.C. BALANCE WATER FLOW WITHIN DISTRIBUTION SYSTEM, INCLUDING SUBMAINS, BRANCHES, AND TERMINALS, TO INDICATED QUANTITIES.3.5 PIPING SCHEDULE

A. CHILLED WATER AND HEATING HOT WATER, NPS 2 AND SMALLER:1. DRAWN-TEMPER COPPER TUBING WITH SOLDERED JOINTS, OR STEEL PIPE WITH THREADED JOINTS.2. STEEL PIPE WITH THREADED JOINTS.

B. CHILLED WATER AND HEATING HOT WATER, NPS 2-1/2 AND LARGER:1. STEEL PIPE WITH WELDED JOINTS.

C. CONDENSATE DRAIN LINES: DRAWN-TEMPER COPPER TUBING WITH SOLDERED JOINTS.

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Page 16: TAKOMA PARK LIBRARY · 2019-07-16 · takoma park library bid set architectural specifications a001 lower level renovation 416 cedar st. nw washington dc 20012 1 06/26/2019 permit

MECHANICAL SPECIFICATIONS (CONTINUED)

SECTION 233100 - HVAC DUCTS AND CASINGS

1.1 SUBMITTALS:A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED.B. DOCUMENTATION INDICATING THAT DUCT SYSTEMS AND ACCESSORIES COMPLY WITH ASHRAE 62.1, SECTION 5 -"SYSTEMS AND EQUIPMENT."C. DOCUMENTATION INDICATING THAT DUCT SYSTEMS COMPLY WITH ASHRAE/IESNA 90.1, SECTION 6 - "HEATING, VENTILATING, AND AIR CONDITIONING" AND SECTION 6.4.4 - "HVAC SYSTEM CONSTRUCTION AND INSULATION."D. DOCUMENTATION OF WORK PERFORMED FOR COMPLIANCE WITH ASHRAE 62.1, SECTION 7.2.4 - "VENTILATION SYSTEM START-UP."E. FOR ADHESIVES AND SEALANTS, DOCUMENTATION INCLUDING PRINTED STATEMENT OF VOC CONTENT.

1.2 PERFORMANCE REQUIREMENTSA. COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE."B. STRUCTURAL PERFORMANCE: DUCT HANGERS AND SUPPORTS SHALL WITHSTAND THE EFFECTS OF GRAVITY LOADS AND STRESSES WITHIN LIMITS AND UNDER CONDITIONS DESCRIBED IN SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE."C. AIRSTREAM SURFACES: SURFACES IN CONTACT WITH THE AIRSTREAM SHALL COMPLY WITH REQUIREMENTS IN ASHRAE 62.1.D. ASHRAE COMPLIANCE: APPLICABLE REQUIREMENTS IN ASHRAE 62.1, SECTION 5 - "SYSTEMS AND EQUIPMENT" AND SECTION 7 - "CONSTRUCTION AND SYSTEM START-UP."E. ASHRAE/IESNA COMPLIANCE: APPLICABLE REQUIREMENTS IN ASHRAE/IESNA 90.1, SECTION 6.4.4 - "HVAC SYSTEM CONSTRUCTION AND INSULATION."F. COMPLY WITH NFPA 90A, "INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS" AND WITH NFPA 90B, "INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS."G. COMPLY WITH NFPA 96 FOR DUCTS CONNECTED TO COMMERCIAL KITCHEN HOODS.H. COMPLY WITH UL 181 FOR DUCTS AND CLOSURES.

2.1 DUCTSA. GALVANIZED-STEEL SHEET: ASTM A 653/A 653M, WITH G60 HOT-DIP GALVANIZED COATING.

1. GALVANIZED COATING DESIGNATION: G60.2. FINISHES FOR SURFACES EXPOSED TO VIEW: MILL PHOSPHATIZED.

B. CARBON-STEEL SHEETS: ASTM A 1008/A 1008M; WITH OILED, MATTE FINISH FOR EXPOSED DUCTS.C. STAINLESS STEEL: ASTM A 480/A 480M, TYPE 316, WITH A NO. 2D FINISH FOR CONCEALED DUCTS AND NO. 4 FINISH FOR EXPOSED DUCTS.D. JOINT AND SEAM TAPE, AND SEALANT: COMPLY WITH UL 181A.E. RECTANGULAR METAL DUCT FABRICATION: COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLE."F. FLEXIBLE ELASTOMERIC DUCT LINER: PREFORMED, CELLULAR, CLOSED-CELL, SHEET MATERIALS COMPLYING WITH ASTM C 534, TYPE II, GRADE 1; AND WITH NFPA 90A OR NFPA 90B.

1. HYPERLINK "http://www.specagent.com/Lookup?ulid=3429" MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:

A. HYPERLINK "http://www.specagent.com/Lookup?uid=123457058583" AEROFLEX USA, INC.B. HYPERLINK "http://www.specagent.com/Lookup?uid=123457058584" ARMACELL LLC.C. HYPERLINK "http://www.specagent.com/Lookup?uid=123457058585" RUBATEX INTERNATIONAL, LLC.

2. SURFACE-BURNING CHARACTERISTICS: MAXIMUM FLAME-SPREAD INDEX OF 25 AND MAXIMUM SMOKE-DEVELOPED INDEX OF 50 WHEN TESTED ACCORDING TO UL 723; CERTIFIED BY AN NRTL.3. LINER ADHESIVE: AS RECOMMENDED BY INSULATION MANUFACTURER AND COMPLYING WITH NFPA 90A OR NFPA 90B.

2.2 ACCESSORIESA. VOLUME DAMPERS AND CONTROL DAMPERS: SINGLE-BLADE AND MULTIPLE OPPOSED-BLADE DAMPERS, STANDARD LEAKAGE RATING, AND SUITABLE FOR HORIZONTAL OR VERTICAL APPLICATIONS; FACTORY FABRICATED AND COMPLETE WITH REQUIRED HARDWARE AND ACCESSORIES.B. FIRE DAMPERS: RATED AND LABELED ACCORDING TO UL 555 BY AN NRTL; FACTORY FABRICATED AND COMPLETE WITH REQUIRED HARDWARE AND ACCESSORIES.C. CEILING FIRE DAMPERS: LABELED ACCORDING TO UL 555C BY AN NRTL AND COMPLYING WITH CONSTRUCTION DETAILS FOR TESTED FLOOR- AND ROOF-CEILING ASSEMBLIES AS INDICATED IN UL'S "FIRE RESISTANCE DIRECTORY." PROVIDE FACTORY-FABRICATED UNITS COMPLETE WITH REQUIRED HARDWARE AND ACCESSORIES.D. SMOKE DAMPERS: LABELED ACCORDING TO UL 555S BY AN NRTL. COMBINATION FIRE AND SMOKE DAMPERS SHALL ALSO BE RATED AND LABELED ACCORDING TO UL 555. PROVIDE FACTORY-FABRICATED UNITS COMPLETE WITH REQUIRED HARDWARE AND ACCESSORIES.E. FLEXIBLE CONNECTORS: FLAME-RETARDED OR NONCOMBUSTIBLE FABRICS, COATINGS, AND ADHESIVES COMPLYING WITH UL 181, CLASS 1.F. FLEXIBLE DUCTS: FACTORY-FABRICATED, INSULATED, ROUND DUCT, WITH AN OUTER JACKET ENCLOSING 1-INCH-THICK, GLASS-FIBER INSULATION AROUND A CONTINUOUS INNER LINER COMPLYING WITH UL 181, CLASS 1.

3.1 INSTALLATIONA. INSTALL DUCTS ACCORDING TO SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" UNLESS OTHERWISE INDICATED.B. SEAL DUCTS TO THE FOLLOWING SEAL CLASSES ACCORDING TO SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE":

1. OUTDOOR, SUPPLY-AIR DUCTS: SEAL CLASS A.2. OUTDOOR, EXHAUST DUCTS: SEAL CLASS C.3. OUTDOOR, RETURN-AIR DUCTS: SEAL CLASS C.4. UNCONDITIONED SPACE, SUPPLY-AIR DUCTS IN PRESSURE CLASSES 2-INCH WG AND LOWER: SEAL CLASS B.5. UNCONDITIONED SPACE, SUPPLY-AIR DUCTS IN PRESSURE CLASSES HIGHER THAN 2-INCH WG: SEAL CLASS A.6. UNCONDITIONED SPACE, EXHAUST DUCTS: SEAL CLASS C.7. UNCONDITIONED SPACE, RETURN-AIR DUCTS: SEAL CLASS B.8. CONDITIONED SPACE, SUPPLY-AIR DUCTS IN PRESSURE CLASSES 2-INCH WG AND LOWER: SEAL CLASS C.9. CONDITIONED SPACE, SUPPLY-AIR DUCTS IN PRESSURE CLASSES HIGHER THAN 2-INCH WG: SEAL CLASS B.10. CONDITIONED SPACE, EXHAUST DUCTS: SEAL CLASS B.11. CONDITIONED SPACE, RETURN-AIR DUCTS: SEAL CLASS C.

C. CONCEAL DUCTS FROM VIEW IN FINISHED AND OCCUPIED SPACES.D. AVOID PASSING THROUGH ELECTRICAL EQUIPMENT SPACES AND ENCLOSURES.E. SUPPORT DUCTS TO COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE," CH. 4, "HANGERS AND SUPPORTS."F. INSTALL DUCT ACCESSORIES ACCORDING TO APPLICABLE DETAILS IN SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" FOR METAL DUCTS AND IN NAIMA AH116, "FIBROUS GLASS DUCT CONSTRUCTION STANDARDS," FOR FIBROUS-GLASS DUCTS.G. INSTALL VOLUME AND CONTROL DAMPERS IN LINED DUCT WITH METHODS TO AVOID DAMAGE TO LINER AND EROSION OF DUCT LINER.H. INSTALL FIRE AND SMOKE DAMPERS ACCORDING TO UL LISTING.I. INSTALL FUSIBLE LINKS IN FIRE DAMPERS.J. CLEAN NEW AND EXISTING DUCT SYSTEM(S) BEFORE TESTING, ADJUSTING, AND BALANCING.

3.2 TESTING, ADJUSTING, AND BALANCINGA. BALANCE AIRFLOW WITHIN DISTRIBUTION SYSTEMS, INCLUDING SUBMAINS, BRANCHES, AND TERMINALS, TO INDICATED QUANTITIES.

SECTION 233423 - HVAC POWER VENTILATORS

1.1 SUBMITTALS: PRODUCT DATA FOR EACH TYPE OF PRODUCT INDICATED. INCLUDE RATED CAPACITIES, OPERATING CHARACTERISTICS, AND FURNISHED SPECIALTIES AND ACCESSORIES. 1.2 PERFORMANCE REQUIREMENTS

A. PRODUCTS SHALL BE LICENSED TO USE THE AMCA-CERTIFIED RATINGS SEAL.B. POWER VENTILATORS SHALL COMPLY WITH UL 705.C. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION.

2.1 IN-LINE CENTRIFUGAL FANSA. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:

1. TWIN CITY FANS & BLOWERS.2. GREENHECK FAN CORPORATION.3. LOREN COOK COMPANY.

B. HOUSING: SPLIT, SPUN ALUMINUM WITH ALUMINUM STRAIGHTENING VANES, INLET AND OUTLET FLANGES, AND SUPPORT BRACKET ADAPTABLE TO FLOOR, SIDE WALL, OR CEILING MOUNTING.C. DIRECT-DRIVE UNITS: MOTOR MOUNTED IN AIRSTREAM, FACTORY WIRED TO DISCONNECT SWITCH LOCATED ON OUTSIDE OF FAN HOUSING.D. FAN WHEELS: ALUMINUM, AIRFOIL BLADES WELDED TO ALUMINUM HUB.E. MOTOR: VARIABLE-SPEED, ELECTRONICALLY COMMUTATED.F. CAPACITIES AND CHARACTERISTICS: REFER TO SCHEDULES.

2.2 MOTORSA. MOTORS TO BE TOTALLY ENCLOSED, FAN COOLED, AND MINIMUM SIZE AS INDICATED. IF NOT INDICATED, LARGE ENOUGH SO DRIVEN LOAD WILL NOT REQUIRE MOTOR TO OPERATE IN SERVICE FACTOR RANGE ABOVE 1.0.

1. COMPLY WITH NEMA MG 1 UNLESS OTHERWISE INDICATED BY AUTHORITIES HAVING JURISDICTION. CONTINUOUS DUTY AT AMBIENT TEMPERATURE OF 40 DEG C AND AT ALTITUDE OF 3300 FEET ABOVE SEA LEVEL.

2.3 SOURCE QUALITY CONTROLA. CERTIFY SOUND-POWER LEVEL RATINGS ACCORDING TO AMCA 301, "METHODS FOR CALCULATING FAN SOUND RATINGS FROM LABORATORY TEST DATA." FACTORY TEST FANS ACCORDING TO AMCA 300, "REVERBERANT ROOM METHOD FOR SOUND TESTING OF FANS." LABEL FANS WITH THE AMCA-CERTIFIED RATINGS SEAL.B. CERTIFY FAN PERFORMANCE RATINGS, INCLUDING FLOW RATE, PRESSURE, POWER, AIR DENSITY, SPEED OF ROTATION, AND EFFICIENCY BY FACTORY TESTS ACCORDING TO AMCA 210, "LABORATORY METHODS OF TESTING FANS FOR AERODYNAMIC PERFORMANCE RATING." LABEL FANS WITH THE AMCA-CERTIFIED RATINGS SEAL.

3.1 INSTALLATIONA. INSTALL UNITS WITH CLEARANCES FOR SERVICE AND MAINTENANCE.B. IN-LINE CENTRIFUGAL FANS: SUSPEND UNITS FROM STRUCTURAL-STEEL SUPPORT FRAME USING THREADED STEEL RODS AND VIBRATION ISOLATION SPRINGS.C. GROUND POWER VENTILATORS.

SECTION 233713 – DIFFUSERS, REGISTERS AND GRILLES

1.1 SUBMITTALS: PRODUCT DATA FOR EACH TYPE OF PRODUCT INDICATED, INCLUDING COLOR CHARTS FOR FACTORY FINISHES.2.1 MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:

A. KRUEGER.B. NAILOR.C. PRICE INDUSTRIES.D. TITUS.

2.2 REGISTERS AND GRILLESA. ADJUSTABLE BLADE FACE REGISTER, S-1:

1. MATERIAL: STEEL.2. FINISH: BAKED ENAMEL, WHITE.3. FACE BLADE ARRANGEMENT: VERTICAL SPACED 3/4 INCH APART.4. CORE CONSTRUCTION: INTEGRAL.5. REAR-BLADE ARRANGEMENT: HORIZONTAL SPACED 3/4 INCH APART.6. FRAME: 1-1/4 INCHES WIDE.7. MOUNTING: COUNTERSUNK SCREW.8. DAMPER TYPE: ADJUSTABLE OPPOSED BLADE.

B. FIXED FACE GRILLE, R-1:1. MATERIAL: STEEL.2. FINISH: BAKED ENAMEL, WHITE.3. FACE BLADE ARRANGEMENT: HORIZONTAL; SPACED 3/4 INCH APART.4. FACE ARRANGEMENT: PERFORATED CORE.5. CORE CONSTRUCTION: INTEGRAL.6. FRAME: 1-1/4 INCHESWIDE.7. MOUNTING: COUNTERSUNK SCREW.

3.1 INSTALLATIONA. INSTALL DIFFUSERS, REGISTERS, AND GRILLES LEVEL AND PLUMB.B. CEILING-MOUNTED OUTLETS AND INLETS: DRAWINGS INDICATE GENERAL ARRANGEMENT OF DUCTS, FITTINGS, AND ACCESSORIES. MAKE FINAL LOCATIONS WHERE INDICATED, AS MUCH AS PRACTICAL. FOR UNITS INSTALLED IN LAY-IN CEILING PANELS, LOCATE UNITS IN THE CENTER OF PANEL UNLESS OTHERWISE INDICATED. WHERE ARCHITECTURAL FEATURES OR OTHER ITEMS CONFLICT WITH INSTALLATION, NOTIFY ARCHITECT FOR A DETERMINATION OF FINAL LOCATION.C. AFTER INSTALLATION, ADJUST DIFFUSERS, REGISTERS, AND GRILLES TO AIR PATTERNS INDICATED, OR AS DIRECTED, BEFORE STARTING AIR BALANCING.

SECTION 238219 - FAN COIL UNITS

1.1 SUBMITTALSA. PRODUCT DATA: FOR EACH TYPE OF PRODUCT.B. SHOP DRAWINGS: INCLUDE DETAILS OF EQUIPMENT ASSEMBLIES. INDICATE DIMENSIONS, WEIGHTS, LOADS, REQUIRED CLEARANCES, METHOD OF FIELD ASSEMBLY, COMPONENTS, AND LOCATION AND SIZE OF EACH FIELD CONNECTION. INCLUDE DIAGRAMS FOR POWER, SIGNAL, AND CONTROL WIRING.C. SAMPLE WARRANTY.D. OPERATION AND MAINTENANCE DATA.

1.2 QUALITY ASSURANCEA. COMPLY WITH NFPA 70.B. ASHRAE COMPLIANCE: APPLICABLE REQUIREMENTS IN ASHRAE 62.1, SECTION 5 - "SYSTEMS AND EQUIPMENT" AND SECTION 7 - "CONSTRUCTION AND STARTUP."C. ASHRAE/IES 90.1 COMPLIANCE: APPLICABLE REQUIREMENTS IN ASHRAE/IES 90.1, SECTION 6 - "HEATING, VENTILATING, AND AIR-CONDITIONING."

2.1 SYSTEM DESCRIPTIONA. ELECTRICAL COMPONENTS, DEVICES, AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70, BY A QUALIFIED TESTING AGENCY, AND MARKED FOR INTENDED LOCATION AND APPLICATION.B. FACTORY-PACKAGED AND -TESTED UNITS RATED ACCORDING TO AHRI 440, ASHRAE 33, AND UL 1995.

2.2 DUCTLESS FAN COIL UNITSA. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:

1. CARRIER CORPORATION; A UNIT OF UNITED TECHNOLOGIES CORP.2. DAIKIN APPLIED.3. ENVIRO-TEC; BY JOHNSON CONTROLS, INC.4. NAILOR INDUSTRIES INC.5. PRICE INDUSTRIES.6. TRANE INC.

B. FAN COIL UNIT CONFIGURATIONS: ROW SPLIT.1. NUMBER OF HEATING COILS: ONE WITH TWO-PIPE SYSTEM.2. NUMBER OF COOLING COILS: THREE WITH FOUR-PIPE SYSTEM.

C. COIL SECTION INSULATION: 1/2-INCH-THICK, MATTE-FINISH, CLOSED-CELL FOAM COMPLYING WITH ASTM C1071 AND ATTACHED WITH ADHESIVE COMPLYING WITH ASTM C916.

1. SURFACE-BURNING CHARACTERISTICS: INSULATION AND ADHESIVE SHALL HAVE A COMBINED MAXIMUM FLAME-SPREAD INDEX OF 25 AND SMOKE-DEVELOPED INDEX OF 50 WHEN TESTED ACCORDING TO ASTM E84 BY A QUALIFIED TESTING AGENCY.2. AIRSTREAM SURFACES: SURFACES IN CONTACT WITH THE AIRSTREAM SHALL COMPLY WITH REQUIREMENTS IN ASHRAE 62.1.

D. COIL SECTION INSULATION: INSULATE COIL SECTION ACCORDING TO SECTION 230616 "HVAC EQUIPMENT INSULATION."

1. SURFACE-BURNING CHARACTERISTICS: INSULATION AND ADHESIVE SHALL HAVE A COMBINED MAXIMUM FLAME-SPREAD INDEX OF 25 AND SMOKE-DEVELOPED INDEX OF 50 WHEN TESTED ACCORDING TO ASTM E84 BY A QUALIFIED TESTING AGENCY.2. AIRSTREAM SURFACES: SURFACES IN CONTACT WITH THE AIRSTREAM SHALL COMPLY WITH REQUIREMENTS IN ASHRAE 62.1.

E. MAIN DRAIN PANS: PLASTIC OR STAINLESS STEEL. FABRICATE PANS AND DRAIN CONNECTIONS TO COMPLY WITH ASHRAE 62.1. PROVIDE SECONDARY, HIGH-WATER-LEVEL OUTLET WITH WATER LEVEL SWITCH TO SHUT OFF UNIT.F. CHASSIS: GALVANIZED STEEL WHERE EXPOSED TO MOISTURE, WITH POWDER-COAT FINISH AND REMOVABLE ACCESS PANEL. FLOOR-MOUNTING UNITS SHALL HAVE LEVELING SCREWS.G. CABINET: STEEL WITH BAKED-ENAMEL FINISH IN MANUFACTURER'S STANDARD PAINT COLOR AS SELECTED BY ARCHITECT.

1. VERTICAL UNIT FRONT PANELS: REMOVABLE, STEEL, WITH INTEGRAL STAMPED DISCHARGE GRILLE AND CHANNEL-FORMED EDGES, CAM FASTENERS, AND INSULATION ON BACK OF PANEL.2. STEEL RECESSING FLANGES FOR RECESSING FAN COIL UNITS INTO CEILING OR WALL.

H. FILTERS: MINIMUM ARRESTANCE AND A MINIMUM EFFICIENCY REPORTING VALUE (MERV) ACCORDING TO ASHRAE 52.2 AND ALL ADDENDUMS.

1. MERV RATING: 13 WHEN TESTED ACCORDING TO ASHRAE 52.2.I. HYDRONIC COILS: COPPER TUBE, WITH MECHANICALLY BONDED ALUMINUM FINS SPACED NO CLOSER THAN 0.1 INCH, RATED FOR A MINIMUM WORKING PRESSURE OF 200 PSIG AND A MAXIMUM ENTERING-WATER TEMPERATURE OF 220 DEG F. INCLUDE MANUAL AIR VENT AND DRAIN VALVE.J. FAN AND MOTOR BOARD: REMOVABLE.

1. FAN: FORWARD CURVED, DOUBLE WIDTH, CENTRIFUGAL; DIRECTLY CONNECTED TO MOTOR. THERMOPLASTIC OR PAINTED-STEEL WHEELS, AND ALUMINUM, PAINTED-STEEL, OR GALVANIZED-STEEL FAN SCROLLS.2. MOTOR: PERMANENTLY LUBRICATED, MULTISPEED; RESILIENTLY MOUNTED ON MOTOR BOARD. COMPLY WITH REQUIREMENTS IN SECTION 230513 "COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT."3. WIRING TERMINATION: CONNECT MOTOR TO CHASSIS WIRING WITH PLUG CONNECTION.

K. FACTORY, HYDRONIC PIPING PACKAGE: ASTM B88, TYPE L COPPER TUBE WITH WROUGHT-COPPER FITTINGS AND BRAZED JOINTS. LABEL PIPING TO INDICATE SERVICE, INLET, AND OUTLET.

1. TWO-WAY, MODULATING CONTROL VALVE FOR CHILLED-WATER COIL.2. TWO-WAY, MODULATING CONTROL VALVE FOR HOT-WATER HEATING COIL.3. TWO-PIECE BALL VALVES: BRONZE BODY WITH FULL-PORT, CHROME-PLATED BRONZE BALL; PTFE OR TFE SEATS; AND 600-PSIG MINIMUM CWP RATING AND BLOWOUT-PROOF STEM.4. CALIBRATED-ORIFICE BALANCING VALVES: BRONZE BODY, BALL TYPE; 125-PSIG WORKING PRESSURE, 250 DEG F MAXIMUM OPERATING TEMPERATURE; WITH CALIBRATED ORIFICE OR VENTURI, CONNECTIONS FOR PORTABLE DIFFERENTIAL PRESSURE METER WITH INTEGRAL SEALS, THREADED ENDS, AND A MEMORY STOP TO RETAIN SET POSITION.5. Y-PATTERN HYDRONIC STRAINERS: CAST-IRON BODY (ASTM A126, CLASS B); 125-PSIG WORKING PRESSURE; WITH THREADED CONNECTIONS, BOLTED COVER, PERFORATED STAINLESS-STEEL BASKET, AND BOTTOM DRAIN CONNECTION. INCLUDE MINIMUM NPS 1/2 HOSE-END, FULL-PORT, BALL-TYPE BLOWDOWN VALVE IN DRAIN CONNECTION.6. WROUGHT-COPPER UNIONS: ASME B16.22.

L. DDC TERMINAL CONTROLLER:1. COMPATIBLE WITH BUILDING AUTOMATION SYSTEM.2. SCHEDULED OPERATION: OCCUPIED AND UNOCCUPIED PERIODS ON SEVEN-DAY CLOCK WITH A MINIMUM OF FOUR PROGRAMMABLE PERIODS PER DAY.3. UNOCCUPIED-PERIOD-OVERRIDE OPERATION: TWO HOURS.4. UNIT SUPPLY-AIR FAN OPERATION:

a. OCCUPIED PERIODS: FAN RUNS CONTINUOUSLY.b. UNOCCUPIED PERIODS: FAN CYCLES TO MAINTAIN ROOM SETBACK TEMPERATURE.

5. HYDRONIC-COOLING-COIL OPERATION:a. OCCUPIED PERIODS: MODULATE CONTROL VALVE TO MAINTAIN ROOM TEMPERATURE.b. UNOCCUPIED PERIODS: CLOSE CONTROL VALVE.

6. HEATING-COIL OPERATION:a. OCCUPIED PERIODS: MODULATE CONTROL VALVE TO PROVIDE HEATING IF ROOM TEMPERATURE FALLS BELOW THERMOSTAT SET POINT.b. UNOCCUPIED PERIODS: START FAN AND MODULATE CONTROL VALVE IF ROOM TEMPERATURE FALLS BELOW SETBACK TEMPERATURE.

7. CONTROLLER SHALL HAVE VOLATILE-MEMORY BACKUP.M. ELECTRICAL CONNECTION: FACTORY WIRE MOTORS AND CONTROLS FOR A SINGLE ELECTRICAL CONNECTION.

3.1 INSTALLATIONA. INSTALL FAN COIL UNITS LEVEL AND PLUMB.B. INSTALL FAN COIL UNITS TO COMPLY WITH NFPA 90A.C. SUSPEND FAN COIL UNITS FROM STRUCTURE WITH ELASTOMERIC HANGERS. VIBRATION ISOLATORS ARE SPECIFIED IN SECTION 230548 "VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT."D. VERIFY LOCATIONS OF THERMOSTATS, HUMIDISTATS, AND OTHER EXPOSED CONTROL SENSORS WITH DRAWINGS AND ROOM DETAILS BEFORE INSTALLATION. INSTALL DEVICES 48 INCHES ABOVE FINISHED FLOOR.E. INSTALL NEW FILTERS IN EACH FAN COIL UNIT WITHIN TWO WEEKS AFTER SUBSTANTIAL COMPLETION.F. DRAWINGS INDICATE GENERAL ARRANGEMENT OF PIPING, FITTINGS, AND SPECIALTIES. SPECIFIC CONNECTION REQUIREMENTS ARE AS FOLLOWS:

1. INSTALL PIPING ADJACENT TO MACHINE TO ALLOW SERVICE AND MAINTENANCE.2. CONNECT PIPING TO FAN COIL UNIT FACTORY HYDRONIC PIPING PACKAGE. INSTALL PIPING PACKAGE IF SHIPPED LOOSE.3. CONNECT CONDENSATE DRAIN TO INDIRECT WASTE.

a. INSTALL CONDENSATE TRAP OF ADEQUATE DEPTH TO SEAL AGAINST FAN PRESSURE. INSTALL CLEANOUTS IN PIPING AT CHANGES OF DIRECTION.

G. GROUND EQUIPMENT ACCORDING TO SECTION 260526 "GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS."H. CONNECT WIRING ACCORDING TO SECTION 260519 "LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES."

3.2 FIELD QUALITY CONTROLA. OPERATIONAL TEST: AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, START UNITS TO CONFIRM PROPER MOTOR ROTATION AND UNIT OPERATION.B. TEST AND ADJUST CONTROLS AND SAFETY DEVICES. REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT.C. REMOVE AND REPLACE MALFUNCTIONING UNITS AND RETEST AS SPECIFIED ABOVE.D. ADJUST INITIAL TEMPERATURE AND HUMIDITY SET POINTS.E. OCCUPANCY ADJUSTMENTS: WHEN REQUESTED WITHIN 12 MONTHS OF DATE OF SUBSTANTIAL COMPLETION, PROVIDE ON-SITE ASSISTANCE IN ADJUSTING SYSTEM TO SUIT ACTUAL OCCUPIED CONDITIONS. PROVIDE UP TO TWO VISITS TO PROJECT DURING OTHER-THAN-NORMAL OCCUPANCY HOURS FOR THIS PURPOSE.

SECTION 238229 - RADIATORS

1.1 ACTION SUBMITTALSA. PRODUCT DATA: FOR EACH TYPE OF PRODUCT. INCLUDE RATED CAPACITIES, OPERATING CHARACTERISTICS, FURNISHED SPECIALTIES, AND ACCESSORIES.B. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS, AND DETAILS. INCLUDE DETAILS OF EQUIPMENT ASSEMBLIES. INDICATE DIMENSIONS, WEIGHTS, LOADS, REQUIRED CLEARANCES, METHOD OF FIELD ASSEMBLY, COMPONENTS, AND LOCATION AND SIZE OF EACH FIELD CONNECTION. INDICATE LOCATION AND SIZE OF EACH FIELD CONNECTION.

1.2 FLAT-PIPE STEEL RADIATORSA. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:

1. RUNTAL.2. STERLING.3. ZEHNDER-RITTLING.

B. HEATING ELEMENTS: STEEL, WELDED AND FORMED INTO FLAT, SQUARE, STEEL HEADER WITH MINIMUM THICKNESS OF 0.109 INCH. INCLUDE THREADED PIPING AND AIR-VENT CONNECTIONS.

1. WORKING PRESSURE: 56 PSIG; 0.048 INCH.2. WORKING PRESSURE: 85 PSIG; 0.058 INCH.3. WORKING PRESSURE: 128 PSIG; 0.078 INCH.4. TUBE HEIGHT: 2-3/4 INCHES.

C. MOUNTING: WALL BRACKETS WITH MAXIMUM SPACING OF 36 INCHES.D. FINISH: BAKED-ENAMEL FINISH IN MANUFACTURER'S CUSTOM COLOR AS SELECTED BY ARCHITECT.E. ACCESSORIES:

1. STEEL PIPING COVERS FINISHED TO MATCH RADIATOR FINISH.2. FLEXIBLE EXPANSION COMPENSATION HOSES: MINIMUM 400-PSIG WORKING PRESSURE, AND OPERATING TEMPERATURES FROM 33 TO 211 DEG F. MINIMUM DIAMETER: EQUAL TO CONNECTION SIZE.

3.1 EXAMINATION: EXAMINE AREAS TO RECEIVE RADIATORS FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF THE WORK. EXAMINE ROUGHING-IN FOR HYDRONIC-PIPING CONNECTIONS TO VERIFY ACTUAL LOCATIONS BEFORE INSTALLATION OF RADIATORS. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.3.2 INSTALLATION: INSTALL UNITS LEVEL AND PLUMB. INSTALL EXPANSION COMPENSATION HOSES. INSTALL PIPING COVERS.3.3 CONNECTIONS: DRAWINGS INDICATE GENERAL ARRANGEMENT OF PIPING, FITTINGS, AND SPECIALTIES. CONNECT RADIATORS AND COMPONENTS TO PIPING ACCORDING TO SECTION 232113 "HYDRONIC PIPING" AND SECTION 232116 HYDRONIC PIPING SPECIALTIES." INSTALL SHUTOFF VALVES ON INLET AND OUTLET, AND BALANCING VALVE ON OUTLET. INSTALL CONTROL VALVES AS REQUIRED BY SECTION 230923.11 "CONTROL VALVES." INSTALL PIPING ADJACENT TO RADIATORS TO ALLOW SERVICE AND MAINTENANCE.3.4 FIELD QUALITY CONTROL: PERFORM LEAK TEST. AFTER INSTALLATION, CHARGE SYSTEM AND TEST FOR LEAKS. REPAIR LEAKS AND RETEST UNTIL NO LEAKS EXIST. UNITS WILL BE CONSIDERED DEFECTIVE IF THEY DO Not pass tests and inspections. Prepare test and inspection reports.

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