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<br />GENERAL PROJECT NOTES
<br />SITEWORK
<br />17.5.7.
<br />INSTALL MORTAR NET AT ALL CAVITY WALL CONSTRUCTION.
<br />ASSEMBLIES TO THE ARCHITECT AND THE LOCAL AUTHORITIES HAVING JURISDICTION FOR REVIEW PRIOR TO PROCEEDING WITH THE WORK.
<br />4.6.
<br />MAINTAIN CONTINUOUS AIR AND VAPOR SEAL THROUGHOUT ASSEMBLY, PRIMARILY IN -LINE WITH INSIDE PANE OF GLASS.
<br />1. ALL SITEWORK, INCLUDING EXCAVATION, BACKFILL AND UTILI TIES SHALL BE CONSTRUCTED IN COMPLIANCE WITH LOCAL REQUIREMENTS. CONTRACTOR SHALL
<br />17.5.8.
<br />UNLESS INDICATED OTHERWISE IN THE DRAWINGS INSTALL WEEPS AT 16' O.C. FOR STANDARD SIZE BRICK, 24" O.C. FOR UTILITY BRICK, AND 32"
<br />4.7.
<br />CONDENSATION RESISTANCE FACTOR, COMPLY WITH AAMA 1503.1: THERMALLY BROKEN WINDOW FRAME, MINIMUM 50.
<br />COORDINATE ALL SOIL AND EROSION CONTROL REQUIREMENTS WITH THE LOCAL AUTHORITIES.
<br />O.C. FOR C.M.U. EXCEPTION: INSTALL AT 16" O.C. OR 24" O.C. AT THE ALL HEAD AND SILL FLASHING AT WALL OPENINGS.
<br />4. CONTRACTOR SHALL LABEL ALL RATED ASSEMBLIES AS REQUIRED BY THE LOCAL AUTHORITIES HAVING JURISDICTION. CONFIRM REQUIREMENTS WITH THE LOCAL
<br />4.8.
<br />WATER LEAKAGE, COMPLY WITH ASTM E331: WINDOW FRAMING: NONE, WHEN TESTED WITH 8.0 PSF DIFFERENTIAL PRESSURE.
<br />2. FOR PROJECTS WHERE SITE WORK IS BY OTHERS OR IS AN EXISTING CONDITION, THE CONTRACTOR SHALL COORDINATE THE WORK WITH THE EXISTING
<br />AUTHORITIES. WHERE LABELS WILL BE VISIBLE TO THE PUBLIC, REVIEW WITH THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.
<br />4.9.
<br />THERMAL TRANSMITTANCE OF ASSEMBLY: EXTERIOR WINDOWS AND DOORS: U VALUE PER CURRENT AND LOCAL ENERGY CODE REQUIREMENTS.
<br />CONDITIONS OR WITH THE WORK BEING PERFORMED BY OTHERS. CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE ARCHITECT FOR RESOLUTION PRIOR
<br />17.6. CONTROL JOINTS:
<br />4.10.
<br />EXPANSION/CONTRACTION: PROVIDE FOR THERMAL EXPANSION AND CONTRACTION WITHIN SYSTEM COMPONENTS CAUSED BY CYCLING TEMPERATURE RANGE
<br />TO PROCEEDING WITH THE WORK.
<br />THERMAL AND MOISTURE PROTECTION
<br />170 DEG F OVER A 12 HOUR PERIOD WITHOUT CAUSING DETRIMENTAL EFFECT TO SYSTEM COMPONENTS OR ANCHORAGES.
<br />3. DISTURBED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION.
<br />17.6.1.
<br />INSTALL CONTROL JOINTS AT THE FOLLOWING MAXIMUM SPACINGS, UNLESS INDICATED OTHERWISE IN THE DRAWINGS:
<br />1. PROVIDE THERMAL INSULATION AS INDICATED IN THE DRAWINGS. THERMAL INSULATION IS INDICATED AS AN 'R' VALUE, NOT A THICKNESS, THIS 'R' VALUE IS
<br />4.11.
<br />4.12.
<br />SYSTEM INTERNAL DRAINAGE: PROVIDE INTERNAL DRAINAGE FOR ALL MOISTURE RESULTING FROM LEAKAGE OR CONDENSATION TO EXTERNAL WEEPS.
<br />PERFORM ALL WORK IN ACCORDANCE WITH AAMA SFM-1 AND AAMA METAL CURTAIN WALL, WINDOW, STORE FRONT AND ENTRANCE GUIDE SPECIFICATIONS
<br />4. CONTRACTOR SHALL COORDINATE ALL CONNECTIONS TO EXISTING UTILITIES OR UTILITIES BEING INSTALLED BY OTHERS.
<br />THE MINIMUM VALUE ACCEPTABLE
<br />MANUAL.
<br />17.6.1.9
<br />EXTERIOR WALLS: 20 FEET O.C. AND WITHIN 24" ON ONE SIDE OF EACH INTERIOR OR EXTERIOR WALL
<br />4.13.
<br />EREC11ON TOLERANCES: MAXIMUM VARIATION FROM PLUMB: 0.06 INCHES EVERY 3FT NON -CUMULATIVE OR 1/16' PER 10 FT, WHICHEVER 1S GREATER.
<br />17 61 2
<br />INIIDRIOR WALLS• 30 FEET O C
<br />CONCRETE
<br />1. ALL CONCRETE WORK SHALL BE PERFORMED WITHIN ALL APPLICABLE AMERICAN CONCRETE INSTITUTE (ACI) STANDARDS, THE PROJECT SPECIFICATIONS, AND AS
<br />NOTED AND SHOWN IN THE STRUCTURAL DRAWINGS.
<br />2. PREPARE CONCRETE SURFACES TO RECEIVE ALL FINISH FLOOR MATERIALS. COORDINATE WITH FLOORING MANUFACTURER'S REQUIREMENTS.
<br />3. CONCRETE FINISH FLOOR LEVELNESS SHALL COMPLY WITH ACI 117/ASTM E 115 FOR FLOOR FLATNESS (FF) AND FLOOR LEVELNESS (FL). FF =30, FL = 20.
<br />CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CORRECTING ALL AREAS NOT MEETING THESE CRITERIA. CONTRACTOR SHALL SUBMIT PROPOSED
<br />CORRECTIVE AC11ONS AND MATERIALS TO THE ARCHITECT FOR REVIEW PRIOR TO PROCEEDING WITH THE CORRECTIONS.
<br />4. SIGNIFICANT AREAS OF THE SLAB ARE RECESSED TO RECEIVE EITHER WOOD ATHLETIC FLOORING OR THICKSET MORTAR BEDS FOR SLOPED TILE INSTALLATION.
<br />COORDINATE THE EXTENT OF THESE RECESSES WITH THE WALL LAYOUTS SHOWN AND THE (SUB)CONTRACTORS PERFORMING THE WOOD ATHLETIC FLOORING AND
<br />TILE INSTALLATIONS.
<br />5. WHERE INDICATED IN THE DRAWINGS, PROVIDE INTEGRALLY SLOPED FLOORS. IF REQUIRED, BLOCK OUT AREAS AND POUR SEPARATELY TO ENSURE PROPER
<br />SLOPING.
<br />6. PROVIDE CONCRETE CURBS AT LOCATIONS INDICATED IN THE DRAWINGS. COORDINATE WITH WALL LOCATIONS, RECESSED SLAB LOCATIONS, INTEGRALLY SLOPED
<br />FLOOR LOCATIONS, AND WALL OPENING LOCATIONS. SEE STRUCTURAL DRAWINGS FOR DETAILS. PROVIDE INTEGRAL WATERSTOPS AT ALL LOCATIONS.
<br />7. PROVIDE UNDER -SLAB VAPOR BARRIER AT ALL LOCATIONS. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. TAPE AND SEAL ALL JOINTS AND
<br />PENETRATIONS PER MANUFACTURER'S WRITTEN INSTRUCTIONS, OVERLAP MATERIALS AS DIRECTED. AT JUNCTURE WITH WALLS AND OTHER IMPEDING
<br />CONSTRUCTION, SEAL VAPOR BARRIER TO THE WALL
<br />8. REPAIR ALL EXISTING CONCRETE SLABS AS REQUIRED, ENSURE LEVELNESS WITH ANY ADJACENT NEW WORK. GRIND JUNCTURE AS REQUIRED TO ADDRESS ANY
<br />CUPPING/RIDGES.
<br />MASONRY
<br />1. ALL MASONRY WORK SHALL BE PERFORMED WITHIN ALL APPLICABLE AMERICAN CONCRETE INSTITUTE (ACI) STANDARDS (ACI 530), NATIONAL CONCRETE MASONRY
<br />ASSOCIATION STANDARDS (NCMA), MASONRY INSTITUTE OF AMERICA (MIA), THE PROJECT SPECIFICATIONS, AND AS NOTED AND SHOWN IN THE STRUCTURAL
<br />DRAWINGS.
<br />2. ALL EXISTING MASONRY WALLS TO REMAIN OR AFFECTED BY DEMOLITION SHALL MAINTAIN THEIR ORIGINAL RATING. WHERE REPAIR IS REQUIRED, INSTALL
<br />MASONRY OF EQUAL TYPE, FINISH, COLOR AND SIZE. IF SAME IS UNAVAILABLE, PROPOSE ALTERNATE MEANS OF REPAIR FOR REVIEW, WITH THE INTENT TO
<br />MATCH EXISTING AS CLOSE AS POSSIBLE.
<br />3. PROVIDE FINISHED END UNITS AT ALL WALL OPENINGS.
<br />4. PROVIDE SPECIAL SHAPES, FINISHES, AND COLORS AS REQUIRED FOR A COMPLETE INSTALLATION.
<br />5. CONTRACTOR SHALL CUT UNITS TO FIT AS REQUIRED WITH A WATERCOOLED MASONRY SAW. BROKEN, CHIPPED, OR OTHERWISE DAMAGED UNITS WILL NOT BE
<br />ACCEPTED.
<br />6. STANDARD/DECORATIVE CONCRETE MASONRY UNITS:
<br />6.1. ASTM C90, NORMAL WEIGHT.
<br />6.2. NOMINAL SIZE: 8X16 FACE DIMENSION, UNLESS NOTED OTHERWISE. THICKNESS AS NOTED IN THE DRAWINGS.
<br />6.2. COLOR: GREY FOR STANDARD C.M.U. PROVIDE INTEGRAL COLOR WHERE INDICATED FOR DECORATIVE CONCRETE MASONRY UNITS.
<br />6.3. FINISH: AS INDICATED IN DRAWINGS.
<br />6.4. STRUCTURAL CAPACITY AS NOTED IN THE STRUCTURAL DRAWINGS.
<br />6.5. PROVIDE WITH INTEGRAL WATER REPELLENT AT EXTERIOR LOCATIONS.
<br />6.6. PROVIDE SPECIAL SHAPES AS REQUIRED, AT ALL 90 DEGREE CORNERS, AT WALL CAP CONDITIONS, AND AT BOND BEAMS. PROVIDE SMOOTH FACE AT SILLS
<br />AND JAMBS.
<br />7. FACE BRICK:
<br />7.1. UNLESS NOTED OTHERWISE IN THE DRAWINGS PROVIDE FACE BRICK COMPL NG W
<br />YI NTH ASTM C216; TYPE FBS FOR MOLDED BRICK AND FBX FOR EXTRUDED
<br />BRICK, GRADE SW.
<br />7.2. MANUFACTURER, COLOR, STYLE, AND SIZE AS INDICATED IN THE DRAWINGS.
<br />8. SINGLE WYTHE JOINT REINFORCEMENT:
<br />8.1. ASTM A951; TRUSS TYPE, HOT DIPPED GALVANIZED STEEL; 0.148'D SIDE RODS AND 0.148"D CROSS TIES.
<br />8.2. WIDTH AS REQUIRED BY WALL THICKNESS.
<br />8.3. COMPLY WITH SEISMIC RE UIREMENTS INDICATED IN STRUCTURAL DRAWINGS.
<br />Q
<br />9. SINGLE WYTHE JOINT REINFORCEMENT:
<br />9.1. ASTM A951; TRUSS TYPE, HOT DIPPED GALVANIZED STEEL; 0.148"D SIDE RODS AND 0.148"D CROSS TIES.
<br />9.2. WIDTH AS REQUIRED BY WAIL THICKNESS.
<br />9.3. PROVIDE WITH PROJECTING EYES AND ADJUSTABLE PINTLE VENEER ANCHOR; HOT DIPPED GALVANIZED. PINTLE LENGTH TO SUIT APPLICATION.
<br />9.4. COMPLY WITH SEISMIC REQUIREMENTS INDICATED IN STRUCTURAL DRAWINGS.
<br />10. VENEER ANCHOR:
<br />10.1. ASTM A82/ASTM/A1008/ASTM A153; TWO PART, ADJUSTABLE TYPE; HOT DIPPED GALVANIZED STEEL; 14GA. WALL ANCHOR; 0.188"D WIRE VENEER ANCHOR.
<br />TYPE AND SIZE FOR APPLICATION.
<br />10.2. COMPLY WITH SEISMIC REQUIREMENTS INDICATED IN STRUCTURAL DRAWINGS.
<br />11. REINFORCING STEEL• ASTM A615/A615m; 4OKSI YIELD STRENGTH; DEFORMED BILLET BARS; HOT DIPPED GALVANIZED.
<br />12. VERTICAL BAR POSITIONERS: ASTM A641; FORMED STEEL WIRE; 0.148"D MILL GALVANIZED FNIISH.
<br />13. MORTAR AND GROUT:
<br />13.1. MORTAR MIX FOR STRUCTURAL MASONRY. ASTM C270, TYPE S.
<br />13.2. MORTAR MIX FOR NON-STRUTURAL MASONRY: ASTM C270, TYPE S.
<br />13.3. MIX MORTAR PER ASTM C270 IN QUANTITIES NEEDED FOR IMMEDIATE USE.
<br />13.4. GROUT MIX: STRENGTH AS SPECIFIED IN THE STRUCTURAL DRAWINGS AT 28 DAYS; 8-11 INCH SLUMP; MIXED IN ACCORDANCE WITH ASTM C476.
<br />PROVIDE COURSE GROUT FOR SPACES WITH A MINIMUM 4' DIMENSION IN EVERY DIRECTION AND FINE GROUT FOR ALL OTHER SPACES.
<br />13.5. MIX GROUT IN ACCORDANCE WITH ASTM C94, MODIFIED TO USE INGREDIENTS COMPLYING WTH ASTM C476. ADD ADMIXTURES; MIX UNIFORMLY.
<br />13.6. COLORS: AS INDICATED IN THE DRAWINGS OR AS SELECTED BY THE ARCHITECT FROM THE MANUFACTURER'S FULL RANGE.
<br />14. C.M.U. FLASHING: STAINLESS STEEL.; ASTM A666, TYPE 304, SOFT TEMPER; 0.058" THICK; SMOOTH FINISH. BUM LAP SEALANT AS RECOMMENDED BY
<br />MANUFACTURER.
<br />15. MASONRY VENEER FLASHING: COPPER SHEET BONDED BETWEEN TWO LAYERS OF FIBERGLASS; 5 OZ.; TERMINATION MAS11C AS RECOMMENDED BY
<br />MANUFACTURER; BUTYL LAP SEALANT AS RECOMMENDED BY MANUFACTURER.
<br />16. ACCESSORIES:
<br />16.1. PREFORMED MASONRY CONTROL JOINTS: RUBBER WITH CORNER AND TEE ACCESSORIES; FUSED JOINTS.
<br />16.2. MORTAR NET AND CAVITY DRAINAGE MATERIAL. OPEN POLYETHYLENE MESH THICKNESS AS REQUIRED TO FILL CAVITY SPACE, AND SHAPED TO ENSURE
<br />MOISTURE DRAINAGE TO CAVITY WEEPS.
<br />16.3. WEEPS: PVC GRILLES, INSECT RESISTANT.
<br />16.4. CLEANING SOLUTION: NON -ACIDIC - NOT HARMFUL TO MASONRY OR ADJACENT CONSTRUCTION. TYPE AS RECOMMENDED BY MANUFACTURER.
<br />16.5. MASONRY CELL INSULATION: LOOSE GRANULAR FILL INSULATION: PERLITE COMPLYING WITH ASTM C549, TYPE II (SURFACE TREATED FOR WATER
<br />REPELLENCY AND LIMITED MOISTURE ABSORPTION).
<br />17. INSTALLATION:
<br />17.1. ERECTION TOLERANCES:
<br />17.1.1, C.M.U.: COMPLY WITH ACI 530 REQUIREMENTS:
<br />17.1.2. MASONRY VENEER:
<br />17.1.2.1. MAXIMUM VARIATION FROM PLANE OF WALL: 1/4" IN 10 FEET AND 1/2' IN 20 FEET OR MORE.
<br />17.1.2.2. MAXIMUM VARIATION FROM PLUMB: 1/4" PER STORY, NON -CUMULATIVE, 1/2" 1N TWO STORIES OR MORE.
<br />17.1.2.3. MAXIMUM VARIATION FIRM LEVEL COURSING: 1/8" IN 3 FEET AND 1/4" IN 10 FEET, 1/2
<br />IN 30 FEET.
<br />17.1.2.4. MAXIMUM VARIATION IN JOINT THICKNESS 1/8" IN 3FT.
<br />17.1.2.5. MAXIMUM VARIATION IN JOINT THICKNESS FROM CROSS SECTIONAL THICKNESS OF WALLS 1/4".
<br />17.2. MASONRY COURSING:
<br />17.2.1. ESTABLISH LINES, LEVELS AND COURSING INDICATED. PROTECT FROM DISPLACEMENT.
<br />17.2.2. MAINTAIN MASONRY COURSES TO UNIFORM DIMENSIONS. FORM VERTICAL AND HORIZONTAL JOINTS TO UNIFORM DIMENSION.
<br />17.2.3. BOND: AS INDICATED. WHERE SPECIAL BONDS AND PATTERN ARE INDICATED IN THE DRAWINGS, ENSURE PROPER ALIGNMENT AND INSTALLATION AND
<br />THAT THE BOND AND PATTERN ARE CONSISTENTLY, AND SYMMETRICALLY, PLACED.
<br />17.2.4. MORTAR JOINTS: CONCAVE, UNLESS NOTED OTHERWISE.
<br />17.3. MASONRY PLACING AND BONDING:
<br />17.3.1. LAY SOLID MASONRY UNITS ON FULL HEAD AND BED JOINTS. PLACE UNIFORMLY.
<br />17.3.2. LAY HOLLOW MASONRY UNITS WITH FACE SHELL SETTING ON HEAD AND JOINTS. PLACE UNIFORMLY.
<br />17.3.3. BUTTERING CORNERS OR JOINTS OR EXCESSIVE FURROWING OF MORTAR JOINTS IS NOT ACCEPTABLE.
<br />17.3.4. REMOVE EXCESS MORTAR AND SMEARS AS WORK PROGRESSES.
<br />17.3.5. REMOVE EXCESS MORTAR WITH WATER REPELLENT ADMIXTURE PROMPTLY. DO NOT USE ACIDS, SANDBLASTING, OR HIGH PRESSURE CLEANING
<br />METHODS.
<br />17.3.6. INTERLOCK INTERSECTIONS AND EXTERNAL CORNERS, EXCEPT FOR UNITS LAID IN STACK BOND.
<br />17.3.7. DO NOT SHIFT OR TAP MASONRY UNITS AFTER MORTAR HAS ACHIEVED INITIAL SET. WHERE ADJUSTMENT MUST BE MADE, REMOVE AND REPLACE
<br />MORTAR.
<br />17.3.8. PERFORM JOB SITE CUTTING OF MASONRY UNITS WITH PROPER TOOLS TO PROVIDE, STRAIGHT, CLEAN, UNCHIPPED EDGES. PREVENT BROKEN
<br />MASONRY UNIT CORNERS OR EDGES. DO NOT "BREAK" MASONRY.
<br />17.3.9. CUT MORTAR JOINTS FLUSH WHERE WALL TILE IS SCHEDULED, CEMENT PARGING IS REQUIRED, RESILIENT BASE IS SCHEDULED, CAVITY VAPOR
<br />BARRIER ADHESIVE IS APPLIED, OR BITUMEN DAMPPROOFlNG IS APPLIED.
<br />17.3.10. ISOLATE MASONRY PARTITIONS FROM VERTICAL STRUCTURAL FRAMING MEMBERS WITH A CONTROL JOINT. ISOLATE TOP OF MASONRY PARTITIONS FROM
<br />HORIZONTAL STRUCTURAL FRAMING MEMBERS AND SLABS OR DECKS WITH COMPRESSIBLE JOINT FILLER.
<br />17.3.11. PROVIDE CONTINUOUS SUPPORT AT FLASHING. AT HOLLOW MASONRY, GROUT VOIDS SOLID.
<br />17.3.12. DO NOT ALLOW MORTAR TO ACCUMULATE IN CAVITY WALL CONSTRUCTION; PROMPTLY.
<br />17.3.13. DO NOT ALLOW MORTAR TO ACCUMULATE ON THE SURFACE OF MASONRY; PROMPTLY REMOVE.
<br />17.3.14. PROTECT TOP OF WALL CONSTRUCTION FROM RAIN, WEATHER, AND DEBRIS WITH PLASTIC SHEETING. ONLY EXPOSE ACTIVE SECTIONS.
<br />17.3.15. PROVIDE SAFETY CAPS ON EXPOSED REBAR.
<br />17.4. C.M.U. REINFORCEMENT AND ANCHORAGE:
<br />17.4.1. UNLESS INDICATED OTHERWISE IN THE DRAWINGS, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. MAXIMUM.
<br />17.4.2. PLACE REINFORCEMENT IN FIRST AND SECOND HORIZONTAL JOINTS ABOVE AND BELOW OPENINGS. EXTEND 16" MINIMUM EACH SIDE OF OPENING.
<br />17.4.3. LAP JOINT REINFORCEMENT EACH END 6' MINIMUM.
<br />17.4.4. FASTEN VENEER ANCHORS TO STRUCTURAL FRAMING AND EMBED IN MASONRY JOINTS AS MASONRY IS LAID. DO NOT ATTACH TO SHEATHING BOARDS.
<br />UNLESS OTHERWISE INDICATED IN THE DRAWINGS, SPACE ANCHORS AT A MAXIMUM OF 24" HORIZONTALLY AND 16" VERTICALLY.
<br />17.4.5. REINFORCE GROUTED COMPONENTS AS NOTED IN THE DRAWINGS.
<br />17.5. FLASHING:
<br />17.5.1. EXTEND FLASHING CONTINUOUSLY AT BASE OF EXTERIOR WALLS, CONTINUOUS SHELF OR LEDGE ANGLES, AND AT OTHER LOCATIONS INDICATED IN
<br />THE DRAWINGS.
<br />17.5.2. FLASH AT THE HEAD AND SILL OF ALL WALL OPENINGS, EXTEND 8" MINIMUM BEYOND EACH SIDE OF THE OPENING.
<br />17.5.3. EXTEND ALL FLASHING THROUGH OUTER WYTHE, AND TURN TOWN AT OUTSIDE FACE TO FORM A DRIP EDGE.
<br />17.5.4. TURN FLASHING, FOLD, AND SEAL AT CORNERS, BENDS AND INTERRUPTIONS. FORM SEALED END DAMS AT FLASHING TERMINATIONS.
<br />17.5.5. LAP END JOINTS A MINIMUM OF 6" AND SEAL WATERTIGHT.
<br />17.5.6. SEAL JOINTS BELOW FLASHING WITH JOINT SEALANT.
<br />17.6.1.3. AT CHANGES IN WALL HEIGHT. 1.1. CONTRACTOR SHALL PROVIDE THIS AS A MINIMUM. IF THE INSULATING MATERIALS DO NOT PRECISELY MATCH THE INDICATED 'R' VALUE, CONTRACTOR MAXIMUM MISALIGNMENT OF TWO ADJOINING MEMBERS ABUTTING IN PLANE: 1/32".
<br />17.6.1.4. DO NOT CONTINUE HORIZONTAL JOINT REINFORCEMENT THROUGH CONTROL JOINTS. SHALL PROVIDE INSULATION FROM THE MANUFACTURER AT THE NEXT HIGHEST STANDARD R VALUE FOR THE INSULATION. A LOWER R VALUE WILL NOT 4.14. PROVIDE THERMALLY IMPROVED ALUMINUM FRAMES WITH INSULATED GLASS UNITS WHERE INDICATED IN THE DRAWINGS, AT ALL EXTERIOR LOCATIONS.
<br />17.6.1.5. INSTALL PREFORMED CONTROL JOINT IN CONTINUOUS LENGTHS. SEAL BUTT AND CORNER JOINTS. BE ACCEPTED. 4.15. ALL ALUMINUM FRAMES SHALL BE PROVIDED WITH PERIMETER GASKETNG AT INTERIOR LOCATIONS AND EXTERIOR LOCATIONS.
<br />1.2. IF FOAM INSULATION PRODUCTS ARE USED AT THE INTERIOR OF THE BUILDING, THESE SHALL BE COMPLETELY ISOLATED FOR THE INTERIOR OF THE 4.16. ALL ALUMINUM FRAMES SHALL BE SHOP FINISHED IN EITHER A ANODIC OR KYNAR FINISH. SEE WINDOW TYPES FOR FURTHER INFORMATION.
<br />17.7. MASONRY CELL INSULATION: BUILDING, ESPECIALLY AT CONCEALED LOCATIONS AND IN CEILING CAVITIES. GYPSUM BOARD SHALL BE CONTINUOUS AT FOAM INSULATION LOCATIONS AND
<br />SEALED TIGHT TO ADJACENT CONSTRUCTION. 5. ALL DOOR HARDWARE SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:
<br />17.7.1. POUR GRANULAR INSULATION INTO CAVITIES TO FILL VOID SPACES.
<br />17.7.2. MAINTAIN INSPEC11ON PORTS TO SHOW THE PRESENCES OF INSULATION EXTREMITIES OF EACH POUR AREA. CLOSE THE PORTS AFTER FIWNG HAS
<br />BEEN CONFIRMED.
<br />17.7.3. LIMIT THE ALL OF INSULATION TO ONE STORY HIGH, BUT NOT MORE THAN 20 FEET.
<br />17.7.4. AT PARAPET WALLS ABOVE ROOF LEVEL, EXTEND INSULATION A MINIMUM OF 12" ABOVE THE FINISH ROOF LEVEL
<br />17.8. BUILT-IN WORK:
<br />17.8.1. AS WORK PROGRESSES, INSTALL BUILT-IN METAL DOOR FRAMES, GLAZED FRAMES, ANCHOR BOLTS, PLATES AND OTHER ITEMS BUILT IN TO THE
<br />WORK BUT FURNISHED UNDER OTHER SECTIONS. INSTALL BUILT-IN ITEMS PLUMB, LEVEL, AND TRUE TO LINE.
<br />17.8.2. BED ANCHORS METAL DOOR FRAMES AND GLAZED FRAMES IN ADJACENT MORTAR JOINTS. FILL FRAME VOIDS SOLID WITH GROUT. FILL ADJACENT
<br />MASONRY CORES WITH GROUT 12" MIN. FROM FRAMED OPENINGS.
<br />17.8.3. DO NOT BUILD IN TO MASONRY CONSTRUCTION ORGANIC MATERIALS THAT ARE SUBJECT DETERIORATION.
<br />17.8.4. INSTALL LOOSE LINTELS AT ALL MASONRY OPENINGS. BEAR 8" MINIMUM ON EACH SIDE OF OPENING.
<br />17.9. CUTTING AND FITTING:
<br />17.9.1. CUT FIT FOR PIPES, CONDUIT, SLEEVES, AND OTHER PENETRATIONS. DO NOT "BREAK" MASONRY. MAINTAIN UNIFORM CLEARANCE TO PENETRATING
<br />ITEM.
<br />17.9.2. OBTAIN APPROVAL PRIOR TO CUTTING OR FITTING MASONRY WORK NOT INDICATED OR WHERE APPAEARANCE OR STRENGTH OF MASONRY WORK MAY
<br />BE IMPAIRED.
<br />17.10. PARGING:
<br />17.10.1. DAMPEN MASONRY WALLS PRIOR TO PARGING.
<br />17.10.2. SCARIFY EACH PARGING COAT TO ENSURE FULL BOND TO SUBSEQUENT COAT.
<br />17.10.3. PARGE MASONRY WALLS IN TWO UNIFORM COATS OF MORTAR TO A TOTAL THICKNESS OF 3/4".
<br />17.10.4. STEEL TROWEL SURFACE SMOOTH AND FLAT WITH A MAXIMUM SURFACE VARIATION OF 1/8" PER FOOT.
<br />17.10.5. STRIKE TOP EDGE OF PARGING AT 45 DEGREES.
<br />17.10.6. FINISH AS INDICATED IN THE DRAWINGS.
<br />17.10.7. AT EXISTING CONDITIONS, MATCH EXISTING MATERIAL THICKNESS, COLOR, AND TEXTURE.
<br />17.11. CLEANING:
<br />17.11.1. REMOVE EXCESS MORTAR AND DROPPINGS.
<br />17.11.2. REPLACE DEFECTIVE MORTAR AND MASONRY, MATCH EXISTING.
<br />17.11.3. CLEAN SOILED SURFACES WITH CLEANING SOLUTION.
<br />17.11.4. USE NON-METAWC TOOLS FOR CLEANING OPERATIONS.
<br />STRUCTURAL FRAMING, AND METAL FABRICATIONS
<br />1. ALL STRUCTURAL STEEL WORK SHALL BE PERFORMED WITHIN ALL APPLICABLE AMERICAN INSTITUTE OF STEEL (AISC) STANDARDS, THE PROJECT SPECIFICATIONS,
<br />AND AS NOTED AND SHOWN 1N THE STRUCTURAL DRAWINGS.
<br />2. PROVIDE SHOP DRAWINGS FOR ALL STRUCTURAL STEEL FRAMING, MISCELLANEOUS STEEL, AND METAL FABRICATIONS. CONTRACTOR SHALL. SUBMIT SEALED,
<br />ENGINEERED SHOP DRAWINGS FOR ALL STAIRS AND RAILINGS.
<br />3. SHOP GALVANIZE AND SHOP PRIME ALL EXTERIOR METAL FABRICATIONS. PLUG ALL DRAIN HOLES FROM THE GALVANIZING PROCESS IN THE SHOP. FINAL
<br />PAINT SHALL BE FIELD APPLIED.
<br />4. UNLESS SPECIFIC MANUFACTURER AND MODEL INFORMATION IS PROVIDED IN THE DRAWINGS, METAL FABRICATIONS SHOWN IN THE ARCHITECTURAL DRAWINGS
<br />ARE FOR INTENT ONLY. CONTRACTOR SHALL MATCH DESIGN INTENT AS CLOSELY AS POSSIBLE WITH STANDARD MANUFACTURED COMPONENTS, CASTINGS,
<br />FABRICATIONS, ETC. SUBMIT PRODUCT DATA TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION.
<br />5. PROVIDE FINISH METAL WORK IN ALL EXPOSED AREAS. ALL FINISH METAL WORK SHALL BE FREE OF DEFECTS. THIS INCLUDES, BUT IS NOT LIMITED TO, ALL
<br />BURRS, NICKS, PRODUCTION MARKS, ROUGHLY FINISHED SURFACES AND CUTS, AND OTHER SURFACE DEFECTS. CONTRACTOR SHALL CORRECT ALL DEFECTS TO
<br />PROVIDE A SMOOTH, EVEN SURFACE.
<br />6. FINISHED METAL WORK INCLUDES, BUT IS NOT LIMITED TO, ORNAMENTAL METALS, EXPOSED STEEL COLUMNS, EXPOSED STAIR FRAMING, RAILING ASSEMBLIES,
<br />WALL MOUNTED HANDRAILS, METAL FABRICATIONS SUPPORTING EQUIPMENT OR ACCESSORIES, AND ALL LADDERS AND LADDER CAGES.
<br />6.1. ALL EXPOSED WELDS SHALL BE KEPT TO A CONSISTENT SIZE; GRIND EXPOSED WELDS TO A SMOOTH, CONSISTENT APPEARANCE
<br />6.2. STAINLESS STEEL/ALUMINUM SHALL BE FREE OF DISCOLORATION FROM WELDING AND FABRICATION; CONTRACTOR SHALL RETURN ALL SURFACES TO
<br />ORIGINAL FINISH CONDITION, INCLUDING, BUT NOT LIMITED TO, COLOR, FINISH, AND SURFACE PATTERN/GRAINING.
<br />6.3. REPETITIVE ELEMENTS, SUCH AS RAILING ASSEMBLIES, SHALL BE FABRICATED TO SAME LEVEL OF APPEARANCE AND DIMENSIONS.
<br />COLD FORMED AND LITE GAUGE METAL FRAMING
<br />1. ALL COLD FORMED METAL FRAMING AND LITE GAUGE METAL FRAMING SHALL BE DESIGNED TO ALL APPLICABLE AMERICAN IRON AND STEEL INSTITUTE (AISI)
<br />STANDARDS, THE PROJECT SPECIFICATIONS, AND AS NOTED AND SHOWN IN THE STRUCTURAL DRAWINGS.
<br />1.1. IF NOT INDICATED IN THE STRUCTURAL DRAWINGS AND SPECIFICATIONS, DESIGN CRITERIA FOR INTERIOR LITE GAUGE METAL WALL FRAMING SHALL BE
<br />L/240 FOR DEFLECTION AND 5PSF FOR PRESSURE AND FOR CEILING FRAMING SHALL BE L/360 FOR DEFLECTION AND 5 PSF FOR PRESSURE.
<br />2. UNLESS SPECIFICALLY DESIGNED IN THE STRUCTURAL DRAWINGS, THE GAUGE AND SPACING OF METAL STUDS IS TO SHOW INTENT ONLY AND ARE THE MINIMUM
<br />DESIGN REQUIREMENT. STUD DEPTH SHALL REMAIN AS INDICATED (EXCEPTION: STUD GAUGE MAY CHANGE WHERE REQUIRED TO PROPERLY ALIGN WALL FINISH
<br />SURFACES. SUBMIT CHANGE(S) TO ARCHITECT FOR REVIEW PRIOR TO PROCEEDING WITH THE WORK). CONTRACTOR SHALL SUBMIT SEALED, ENGINEERED SHOP
<br />DRAWINGS FOR ALL COLD FORMED AND LITE GAUGE METAL FRAMING. THERE ARE SEVERAL ITEMS OF NOTE:
<br />2.1. PROVIDE DEFLECTION TRACKS AT THE HEAD OF ALL WALLS.
<br />2.2. WHERE RATED WALLS OCCUR, PROVIDE STUD GAUGES THAT MEET THE REQUIREMENTS OF THE INDICATED U.L ASSEMBLY, EVEN IF THE GAUGE IS GREATER
<br />THAN INDICATED IN THE DOCUMENTS.
<br />3. AT WET AREAS, PROVIDE METAL STRAP BLOCKING FOR WALL MOUNTED ACCESSORIES, IN LIEU OF FIRE -RETARDANT TREATED WOOD BLOCKING. THE OWNER AND
<br />THE ARCHITECT WILL NOT ACCEPT WOOD BLOCKING AT WET LOCATIONS. CORRECTION OF THE WORK WILL SOLELY BE THE RESPONSIBILITY OF THE
<br />CONTRACTOR.
<br />4. ALL STUD FRAMING AT EXTERIOR LOCATIONS AND AT INTERIOR WET/HUMID LOCATIONS SHALL BE HOT -DIPPED GALVANIZED.
<br />WOOD AND PLASTIC
<br />1. PLYWOOD SHEATHING: APA RATED SHEATHING STRUCTURAL I, EXPOSURE DURABILITY. SPAN MINIMUM RATING 32/16, UNSANDED. AT EXPOSED FINISH
<br />CASEWORK, PROVIDE CLEAR, FINISH GRADE, SANDED PLYWOOD. STAGGER PANEL INSTALLATION.
<br />2. GYPSUM SHEATHING BOARD: ASTM C117 5/8" TYPE X CORE WTH MOISTURE RESISTANT SURFACES. TAPE AND SEAL ALL JOINTS PER MANUFACTURER'S
<br />WRITTEN CONSTRUCTION. STAGGER PANEL INSTALLATION.
<br />3. ALL WOOD BLOCKING, FRAMING, AND PLYWOOD SHEATHING/PANELS USED IN THE WORK, BOTH INTERIOR AND EXTERIOR, SHALL BE FIRE -RETARDANT TREATED.
<br />ALL EXPOSED PLYWOOD SHEATHING SHALL BE FINISH GRADE AND FREE OF DEFECTS.
<br />4. PROVIDE WOOD BLOCKING BEHIND WALL AND CEILING MOUNTED ACCESSORIES, EQUIPMENT, AND AT ALL ANCHOR LOCATIONS. THIS INCLUDES THOSE PROVIDED
<br />BY THE OWNER, THE TENANT, OR THIRD PARTY VENDORS (EXCEPTION: PROVIDE METAL STRAP BLOCKING AT WET AREAS AS NOTED ABOVE).
<br />5. ALL CASEWORK SHALL COMPLY WITH ARCHITECTURAL WOODWORK INSTITUTE (AWE) ARCHITECTURAL WOODWORK CONSTRUCTION AND QUALITY STANDARDS, THE
<br />PROJECT SPECIFICATIONS, AND AS NOTED AND SHOWN IN THE INTERIOR DESIGN DRAWINGS.
<br />5.1. ALL CASEWORK SHALL BE AWE, CUSTOM GRADE.
<br />5.2. INDICATE SEAMING LOCATIONS AND PATTERN DIRECTIONS ON ALL SHOP DRAWINGS; LOCATE SEEMS SYMMETRICALLY AND AS INCONSPICUOUSLY AS POSSIBLE.
<br />UNLESS NOTED OTHERWISE IN THE DRAWINGS, PATTERNS SHALL BE INSTALLED IN THE SAME DIRECTION.
<br />5.3. ALL HARDWARE SHALL COMPLY WITH AMERICANS WITH DISABILITIES ACT (ADA).
<br />5.4. ALL FINISHES SHALL MATCH THE ARCHITECT'S SAMPLE.
<br />5.5. ALL EXPOSED SURFACES SHALL BE COVERED IN SPECIFIED FINISH MATERIAL (WOOD VENEER, PLASTIC LAMINATE, SOLID SURFACE, ETC.)
<br />5.6. PROVIDE PLASTIC GROMMETS, WITH COVER PLATES, AT ALL WIRING LOCATIONS REQUIRED FOR ELECTRONIC EQUIPMENT. IF NOT INDICATED IN DRAWINGS,
<br />SIZE SHALL BE 2 %"D; COLOR AS SELECTED BY THE ARCHITECT FROM THE MANUFACTURER'S FULL RANGE.
<br />5.7. JOINTS IN SOLID SURFACE SHALL NOT BE READILY VISIBLE. FABRICATE FACES AND EDGE PROFILES AS SHOWN IN THE DRAWINGS. WHERE REQUIRED BY
<br />MATERIAL SURFACE LIMITATIONS, PROVIDE MITERED HORIZONTAL AND VERTICAL SECTIONS TO ENSURE PROPER EDGE TREATMENT.
<br />5.8. CONCEAL ALL FASTENERS AND JOINTS.
<br />5.9. FIELD VERIFY ALL DIMENSIONS PRIOR TO SUBMITTING SHOP DRAWINGS. NOTE ALL DISCREPANCIES IN THE SHOP DRAWINGS TO THE ARCHITECT FOR
<br />RESOLUTION.
<br />5.10. CONSTRUCTION TOLERANCES SHALL BE 1/8' IN 10' FOR FLATNESS AND LEVELNESS.
<br />5.11. EQUIPMENT OR PRE -MANUFACTURED ITEMS TO BE INSTALLED IN THE CASEWORK SHALL BE FULLY COORDINATED AND INSTALLED BY THE CONTRACTOR.
<br />ALL COMPONENTS SHALL BE NEATLY INSTALLED AND SET LEVEL WITH ADJACENT CONSTRUCTION. NEATLY SCRIBE AND/OR TRIM CASEWORK TO EQUIPMENT.
<br />5.12. MILLWORK SHALL BE HANDLED WITH CLEAN GLOVES. CARRY, DO NOT DRAG CASEWORK. CONTRACTOR SHALL REPLACE ALL DAMAGED CASEWORK. SHIM
<br />CASEWORK AS REQUIRED USING CONCEALED SHIMS. SECURE TO ADJACENT CONSTRUCTION USING CONCEALED FASTENERS TO THE GREATEST EXTENT
<br />POSSIBLE. WHERE CONCEALED FASTENERS CANNOT BE USED, PROVIDE FASTENERS AT INCONSPICUOUS LOCA11ON APPROVED BY THE ARCHITECT.
<br />CASEWORK SHALL BE INSTALLED PROPERLY LEVELED, ALIGNED, AND SCRIBED WITH ADJACENT CONSTRUCTION.
<br />5.13. SEAL CASEWORK TO ADJACENT CONSTRUCTION WITH A CLEAR SWCONE SEALANT OR COLOR -MATCHED SILICONE SEALANT.
<br />5.14. UNLESS SPECIFIC MANUFACTURER AND MODEL INFORMATION IS PROVIDED IN THE DRAWINGS, METAL FABRICATIONS SHOWN IN THE ARCHITECTURAL
<br />DRAWINGS ARE FOR INTENT ONLY. CONTRACTOR SHALL MATCH DESIGN INTENT AS CLOSELY AS POSSIBLE WITH STANDARD MANUFACTURED COMPONENTS,
<br />CASTINGS, FABRICATIONS, ETC. SUBMIT PRODUCT DATA TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION.
<br />FIRE RATED ASSEMBLIES, FIRE -RESISTIVE JOINT SYSTEMS, AND FIREPROOFING
<br />1. WHERE INDICATED IN THE DRAWINGS, PROVIDE U.L LISTED FIRE -RESISTANCE RATED WALL, FLOOR, AND/OR CEILING ASSEMBLIES. IF THE CONTRACTOR
<br />PROPOSES TO UTILIZE DIFFERENT ASSEMBLIES, CONTRACTOR SHALL SUBMIT SAID ASSEMBLIES TO THE ARCHITECT AND THE LOCAL AUTHORITIES HAVING
<br />JURISDICTION FOR REVIEW PRIOR TO PROCEEDING WITH THE WORK.
<br />1.1. FIRE -RESISTANCE RATED ASSEMBLIES SHALL BE CONTINUOUS; NO INTERRUPTION OF FINAL FIRE-RESISTANT MEMBRANE IS PERMITTED WITH PROTECTION
<br />WITH A FIRE -RESISTIVE PENETRATION ASSEMBLY. ENSURE ALL SURFACES ARE PROPERLY PROTECTED.
<br />1.2. WHERE FIRE -RESISTANCE RATED WALL, FLOOR, OR CEILING ASSEMBLIES INTERSECT ADJACENT CONSTRUCTION, THE FINAL FIRE-RESISTANT MEMBRANE SHALL
<br />CONTINUE PAST THE ADJACENT CONSTRUCTION, UNINTERRUPTED.
<br />1.3. WHERE FIRE -RESISTANCE RATED WALL, FLOOR, OR CEILING ASSEMBLIES ABUT ADJACENT CONSTRUCTION, THE FIRE-RESISTANT MEMBRANE SHALL RETURN
<br />ACROSS THE ABUTMENT, SEPARATING THE RATED ASSEMBLY FROM THE OTHER CONSTRUCTION.
<br />2. ALL PENETRATIONS OF FlRE-RESISTANCE RATED ASSEMBLIES AND PERIMETER JOINT SYSTEMS OF FIRE -RESISTANCE RATED ASSEMBLIES SHALL BE PROTECTED
<br />WITH U.L LISTED FIRE -RESISTIVE PENETRATION AND JOINT SYSTEMS. FIRE -RESISTIVE PENETRATION AND JOINT SYSTEMS SHALL ACHIEVE THE SAME RATING AS
<br />THE ASSEMBLY BEING PENETRATED.
<br />2.1. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE TYPE OF PENETRATIONS AND JOINT SYSTEMS TO BE PROTECTED AND SELECT APPROPRIATE
<br />ASSEMBLIES.
<br />2.2. PROVIDE FIRE RESISTIVE JOINT SYSTEMS AT ALL HEAD OF WALL CONDITIONS WITH 50% MOVEMENT CAPACITY; COORDINATE WITH DEFLECTION TRACKS AT
<br />METAL STUD WALLS. ALLOW FOR MOVEMENT AT ALL OTHER FIRE -RESISTIVE JOINTS.
<br />2.3. CONTRACTOR SHALL DEVELOP AND SUBMIT A FIRE -RESISTIVE JOINT SYSTEM SCHEDULE TO THE ARCHITECT AND THE LOCAL AUTHORITIES HAVING
<br />JURISDICTION FOR REVIEW PRIOR TO PROCEEDING WITH THE WORK. INCLUDE ALL PRODUCT DATA AND U.L ASSEMBLY DATA AND DIAGRAMS. REFER TO
<br />MECHANICAL DRAWINGS FOR LOCATION OF ALL FIRE DAMPERS. FINISH TROWEL SMOOTH ALL FINISH SURFACES.
<br />3. WHERE INDICATED IN THE DRAWINGS, PROVIDE U.L. LISTED FIREPROOFING ASSEMBLIES FOR STRUCTURAL ELEMENTS. NOT ALL PROJECTS WILL RECEIVE
<br />FIREPROOFING; REFER TO CONSIRUC11ON TYPE INFORMATION IN THE CODE INFORMATION ON THE COVER SHEET.
<br />3.1. ASSEMBLIES AND ELEMENTS INDICATED IN THE DOCUMENTS ARE A GUIDE SHOWING GENERAL INTENT. CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />PROVIDING SHOP DRAWINGS TO THE ARCHITECT AND THE LOCAL AUTHORITIES HAVING JURISDICTION PRIOR TO PROCEEDING WITH THE WORK.
<br />3.2. SHOP DRAWINGS SHALL INCLUDE, BUT NOT BE LIMITED TO, THE U.L. ASSEMBLIES USED, THE EXTENT OF THE FIREPROOFING, THE THICKNESSES) OF THE
<br />FIREPROOFING (INCLUDING ON SECONDARY STRUCTURAL ELEMENTS SUCH AS BRACING), POTENTIAL CONFLICTS WITH OTHER CONSTRUCTION, AND ANY
<br />SPECIAL SURFACE PREPARATION REQUIRED. IF THE CONTRACTOR PROPOSES TO UTILIZE DIFFERENT ASSEMBLIES, CONTRACTOR SHALL SUBMIT SAID
<br />1.3. WHERE FOAM® -IN -PLACE INSULATION ARE INDICATED IN THE DRAWINGS TO SEAL JOINTS, PENETRATIONS, AND POTENTIAL VOIDS IN THE MAIN INSULATION,
<br />PROVIDE PLENUM RATED INSULATING MATERIALS.
<br />2. WHERE INDICATED IN THE DRAWINGS, PROVIDE VAPOR BARRIERS. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS.
<br />2.1. TAPE AND SEAL ALL JOINTS AND PENETRATIONS PER MANUFACTURER'S WRITTEN INSTRUCTIONS, OVERLAP MATERIALS AS DIRECTED.
<br />2.2. SEAL VAPOR BARRIER TIGHT TO ALL ADJACENT CONSTRUCTION, AT ROOF DECK ENSURE FULL SEAL AT ALL DECK FLUTES.
<br />2.3. RETURN AND SEAL VAPOR BARRIER AT ALL WALL OPENINGS.
<br />3. PROVIDE AIR AND WEATHER BARRIER AT ALL EXTERIOR SHEATHING. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS.
<br />3.1. TAPE AND SEAL ALL JOINTS AND PENETRATIONS PER MANUFACTURER'S WRITTEN INSTRUCTIONS, OVERLAP AND FLASH MATERIALS AS DIRECTED.
<br />3.2. SEAL AIR AND WEATHER BARRIER TIGHT TO ALL ADJACENT CONSTRUCTION, AT ROOF DECK ENSURE FULL SEAL AT ALL DECK FLUTES.
<br />3.3. RETURN, SEAL, AND FLASH AIR AND WEATHER BARRIER AT ALL WALL OPENINGS.
<br />3.4. COORDINATE AIR AND WEATHER BARRIER INSTALLATION WITH ROOF MEMBRANE INSTALLATION. ROOFING SYSTEM INSTALLATION IS TO RETURN OVER TOP OF
<br />PARAPET WALLS AND LAP ONTO AIR AND WEATHER BARRIER. ENSURE ROOFING SYSTEM IS INSTALLED OVER TOP OF WEATHER BARRIER.
<br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE ROOFING SYSTEM INSTALLATION. FOR CUTTING, PATCHING AND REPAIR/REPLACEMENT OF
<br />LIMITED AREAS, MATCH EXISTING SYSTEMS) AND MATERIAL(S). MAINTAIN EXISTING ROOF INSULATION R VALUES. COORDINATE ALL WORK WITH OWNERS
<br />EXISTING WARRANTY(S) AND MAINTENANCE SERVICE(S).
<br />4.1. ALL WORK SHALL COMPLY WITH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA) STANDARDS FOR THE ROOFING SYSTEM SPECIFIED, AND THE
<br />MANUFACTURER'S WRITTEN INSTALLA11ON INSTRUCTIONS AND DETAILS.
<br />4.2. MISCELLANEOUS METAL FABRICATIONS FIELD FABRICATED GUTTERS, DOWNSPOUTS, COPINGS, ROOF EDGE TERMINATIONS, AND FASCIAS, ETC, SHALL COMPLY
<br />WITH THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION (SMACNA) ARCHITECTURAL SHEET METAL MANUAL (ASMM).
<br />FACTORY PREPARED FABRICATIONS SHALL COMPLY WITH THE MANUFACTURER'S STANDARDS.
<br />4.3. DETAILS SHOWN IN THE DRAWINGS ARE TO ADDRESS GENERAL CONDITIONS EXPECTED TO BE ENCOUNTERED AND SHOW INTENT.
<br />4.4. THERMAL INSULA11ON IS INDICATED AS AN 'R' VALUE, NOT A THICKNESS, THIS 'R' VALUE IS THE MINIMUM VALUE ACCEPTABLE. CONTRACTOR SHALL
<br />PROVIDE THIS AS A MINIMUM. IF THE INSULATING MATERIALS DO NOT PRECISELY MATCH THE INDICATED 'R' VALUE, CONTRACTOR SHALL PROVIDE
<br />INSULATION FROM THE MANUFACTURER AT THE NEXT HIGHEST STANDARD 'R' VALUE FOR THE INSULATION. A LOWER 'R' VALUE WILL NOT BE ACCEPTED.
<br />4.5. CONTRACTOR SHALL PROVIDE TAPERED INSULATION AS INDICATED IN THE DRAWINGS, AND AS REQUIRED FOR POSITIVE DRAINAGE. PROVIDE TAPERED
<br />INSULATION AT ALL ROOF PENETRATIONS AT THE UPSLOPE SIDE OF THE ROOF SLOPE. TAPERED INSULATION SHALL BE IN ADDITION TO THE MINIMUM
<br />INSULATION REQUIRED TO MEET THE SPECIFIED 'R' VALUE.
<br />4.6. CONTRACTOR SHALL SEAL ALL VOIDS BETWEEN THE ROOF INSULATION AND PENETRATING ITEMS WITH PLENUM RATED ROOF INSULATION. AT LOCATIONS
<br />WHERE A ROOM OR SPACE HAS EXPOSED STRUCTURE, THE PENETRATING ITEMS SHALL EITHER BE PROVIDED WITH A MANUFACTURER SUPPLIED PIECE OF
<br />TRIM METAL OR ONE SHALL BE FABRICATED IN THE FIELD.
<br />4.7. CONTRACTOR SHALL SUBMIT ROOFING SHOP DRAWINGS, SHOWING ALL DETAILS FOR THE INSTALLATION, PRIOR TO PROCEEDING WITH THE WORK.
<br />JOINT SEALANTS
<br />1. CONTRACTOR SHALL INSTALL JOINT SEALANT AS NOTED IN DRAWINGS AND PER THIS SCHEDULE. PROVIDE BACKER ROD AS REQUIRED.
<br />2. JOINT -SEALANT APPUCA11ON: EXTERIOR JOINTS IN HORIZONTAL TRAFFIC SURFACES. JOINT LOCA11ONS:
<br />• JOINT LOCATIONS: CONTROL AND EXPANSION JOINTS IN BRICK PAVERS, ISOLATION AND CONTRACTION JOINTS IN CAST -IN -PLACE CONCRETE SLABS,
<br />JOINTS BETWEEN PLANT -PRECAST ARCHITECTURAL CONCRETE PAVING UNITS, JOINTS IN STONE PAVING UNITS, INCLUDING STEPS, TILE CONTROL AND
<br />EXPANSION JOINTS, JOINTS BETWEEN DIFFERENT MATERIALS LISTED ABOVE, AND OTHER JOINTS AS INDICATED.
<br />• JOINT SEALANT: URETHANE.
<br />• JOINT SEALANT BACKER ROD: PREFORMED FOAM.
<br />• JOINT -SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS.
<br />3. JOINT -SEALANT APPLICATION: EXTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NON TRAFFIC SURFACES.
<br />• JOINT LOCATIONS: CONSTRUCTION JOINTS IN CAST -IN -PLACE CONCRETE, JOINTS BETWEEN PLANT -PRECAST ARCHITECTURAL CONCRETE UNITS, CONTROL
<br />AND EXPANSION JOINTS IN UNIT MASONRY, JOINTS IN DIMENSION STONE CLADDING, JOINTS IN GLASS UNIT MASONRY ASSEMBLIES, JOINTS IN EXTERIOR
<br />INSULATION AND FINISH SYSTEMS, JOINTS BETWEEN METAL PANELS, JOINTS BETWEEN DIFFERENT MATERIALS LISTED ABOVE, PERIMETER JOINTS BETWEEN
<br />MATERIALS LISTED ABOVE AND FRAMES OF DOORS AND WINDOWS, CONTROL AND EXPANSION JOINTS IN CEILINGS AND OTHER OVERHEAD SURFACES, AND
<br />OTHER JOINTS AS INDICATED.
<br />• JOINT SEALANT: POLYURETHANE
<br />• JOINT SEALANT BACKER ROD: PREFORMED FOAM.
<br />• JOINT -SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS.
<br />4. JOINT -SEALANT APPLICATION: INTERIOR JOINTS IN HORIZONTAL TRAFFIC SURFACES.
<br />• JOINT LOCATIONS: ISOlAl10N JOINTS IN CAST -IN -PLACE CONCRETE SLABS, CONTROL AND EXPANSION JOINTS IN STONE FLOORING, CONTROL AND
<br />EXPANSION JOINTS IN BRICK FLOORING, CONTROL AND EXPANSION JOINTS IN TILE FLOORING, AND OTHER JOINTS AS INDICATED.
<br />• JOINT SEALANT. URETHANE
<br />• JOINT SEALANT BACKER ROD: PREFORMED FOAM.
<br />• JOINT -SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS.
<br />5. JOINT -SEALANT APPLICATION: INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NON TRAFFIC SURFACE.
<br />• JOINT LOCATIONS: CONTROL AND EXPANSION JOINTS ON EXPOSED INTERIOR SURFACES OF EXTERIOR WALLS, PERIMETER JOINTS OF EXTERIOR OPENINGS
<br />WHERE INDICATED, TILE CONTROL AND EXPANSION JOINTS, VERTICAL JOINTS ON EXPOSED SURFACES OF INTERIOR UNIT MASONRY AND CONCRETE WALLS
<br />AND PARTITIONS, JOINTS ON UNDERSIDE OF PLANT -PRECAST STRUCTURAL CONCRETE BEAMS AND PLANKS, PERIMETER JOINTS BETWEEN INTERIOR WALL
<br />SURFACES AND FRAMES OF INTERIOR DOORS WINDOWS AND ELEVATOR ENTRANCES, AND OTHER JOINTS AS INDICATED.
<br />• JOINT SEALANT. POLYURETHANE
<br />• JOINT SEALANT BACKER ROD: PREFORMED FOAM.
<br />• JOINT -SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS.
<br />6. JOINT -SEALANT APPLICATION: MILDEW -RESISTANT INTERIOR JOINTS IN VERTICAL SURFACES AND HORIZONTAL NON TRAFFIC SURFACES.
<br />• JOINT LOCATIONS: JOINTS BETWEEN PLUMBING FIXTURES AND ADJOINING WALLS, FLOORS, AND COUNTERS, TILE CONTROL AND EXPANSION JOINTS WHERE
<br />INDICATED, JOINTS BETWEEN CASEWORK AND ADJOINING WALLS, FLOORS AND CEILINGS, CONTROL JOINTS IN GYPSUM BOARD CEILINGS IN THE POOL AND
<br />SPA, CONTROL AND ISOLATION JOINTS IN PORTLAND CEMENT PLASTER, ALL JOINTS IN THE SHOWER ROOMS, AND OTHER JOINTS AS INDICATED.
<br />• JOINT SEALANT: SILICONE.
<br />• JOINT -SEALANT COLOR: WHITE AT PLUMBING FIXTURES; CLEAR AT CASEWORK.
<br />7. JOINT -SEALANT APPLICATION: INTERIOR ACOUSTICAL JOINTS IN VERTICAL SURFACES AND HORIZONTAL NON TRAFFIC SURFACES.
<br />• JOINT LOCATIONS: JOINTS BETWEEN ACOUSTICAL CEILING TILES AND ADJOINING WALL CONSTRUCTION, ACOUSTICAL JOINTS WHERE INDICATED, OTHER JOINTS
<br />AS INDICATED.
<br />• JOINT SEALANT: ACOUSTICAL ACRYLIC LATEX.
<br />• JOINT -SEALANT COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE.
<br />DOORS. WINDOWS. HARDWARE. AND GLAZING
<br />1. GENERAL
<br />1.1. ALL DOORS AND DOOR HARDWARE SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), OR LOCAL ACCESSIBILITY CODES, AS APPLICABLE.
<br />COMPLY WITH OPERATING FORCE REQUIREMENTS FOR ALL OPERATION.
<br />1.2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTALS FOR ALL DOOR HARDWARE, FLUSH WOOD DOORS, HOLLOW METAL DOORS AND FRAMES, AN
<br />ALUMINUM STOREFRONT WINDOWS AND ENTRANCES.
<br />1.3. ALL RATED DOORS AND FRAME SHALL BE PROVIDED WITH CODE COMPLIANT LABELS BY THE MANUFACTURER. CONTRACTOR SHALL NOT REMOVE OR PAINT
<br />OVER LABELS.
<br />1.4. CONTRACTOR SHALL COORDINATE UNDERCUT ON ALL DOORS WITH FLOOR FINISH. ENSURE PROPER CLEARANCE AND OPERATION OF DOOR.
<br />1.5. PROVIDE ADA COMPLIANT, THERMALLY -IMPROVED ALUMINUM THRESHOLDS AT ALL EXTERIOR LOCATIONS, COORDINATE THRESHOLD DEPTH WITH FIELD
<br />CONDITIONS PRIOR TO ORDERING. AT LOCATIONS WHERE THERE IS WOOD ATHLETIC FLOORING ADJACENT TO EXTERIOR DOORS, PROVIDE ONE PIECE,
<br />OVERSIZED THRESHOLD TO COVER THE DISTANCE BETWEEN THE EXTERIOR SILL CONSTRUCTION AND THE WOOD FLOOR. DO NOT ATTACH THE THRESHOLD
<br />TO THE WOOD FLOOR, FLOAT OVER THE FLOORING.
<br />1.6. PROVIDE ADA COMPLIANT, THERMALLY IMPROVED ALUMINUM THRESHOLDS AT INTERIOR LOCATIONS WHERE INDICATED.
<br />1.7. CAULK PERIMETER OF ALL DOOR FRAMES TO ADJACENT CONSTRUCTION. COLOR AS SELECTED BY THE ARCHITECT FROM THE MANUFACTURER'S FULL
<br />RANGE.
<br />1.8. ALL DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT. ALTERNATIVELY, AT MAIN ENTRANCE
<br />ONLY, PROVIDE A READILY VISIBLE AND DURABLE SIGN ADJACENT TO OR ON THE DOOR STATING THAT "THIS DOOR SHALL REMAIN UNLOCKED WHENEVER
<br />THE BUILDING IS OCCUPIED" WITH MINIMUM 1 "H LETTERS ON CONTRASTING BACKGROUND.
<br />1.9. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTALS FOR ALL DOOR HARDWARE, FLUSH WOOD DOORS, HOLLOW METAL DOORS AND FRAMES, AN
<br />ALUMINUM STOREFRONT WINDOWS AND ENTRANCES.
<br />2. ALL HOLLOW METAL DOORS, FRAMES, AND LITES SHALL COMPLY WITH THE FOLLOWING CRITERIA:
<br />2.1. ALL HOLLOW METAL DOORS, FRAMES, AND SIDELITES SHALL COMPLY WITH ANSI/SDI A250.8.
<br />2.2. ALL HOLLOW METAL DOORS SHALL HAVE FLUSH FACES WITH NO SEAMS.
<br />2.3. ALL HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. ALL EXTERIOR HOLLOW METAL DOORS SHALL BE INSULATED.
<br />2.4. ALL EXTERIOR HOLLOW METAL FRAMES SHALL BE WELDED.
<br />2.5. WELDED FRAMES ARE PREFERRED AT INTERIOR LOCATIONS. HOWEVER, IN THE INTEREST OF OWNER SCHEDULE REQUIREMENTS, KNOCK DOWN FRAMES ARE
<br />MAY BE CONSIDERED AT INTERIOR LOCATIONS. WELDED FRAMES ARE PREFERRED.
<br />2.6. PROVIDE SILENCERS WITH ALL HOLLOW METAL FRAMES.
<br />2.7. PROVIDE WEATHERSTRIPPING FOR ALL HOLLOW METAL FRAMES AT ALL EXTERIOR LOCATIONS.
<br />2.8. PROVIDE REQUIRED FIRE RATING, AND LABELS, AS INDICATED. PROVIDE POSITIVE PRESSURE WHERE INDICATED, AND WHERE REQUIRED BY CODE.
<br />2.9. INSTALL DOORS AND FRAMES IN COMPLIANCE WITH ANSI/SDI A250.8.
<br />3. ALL FLUSH WOOD DOORS SHALL COMPLY WITH THE FOLLOWING CRITERIA:
<br />3.1. COMPLY WITH AWI QUALITY SECTION 1300 CUSTOM GRADE.
<br />3.2. SOUD CORE, NON -RATED: TYPE PC - PARTICLEBOARD.
<br />3.3. SOLID CORE, RATED: RATING AS INDICATED, CATEGORY A FOR POSITIVE PRESSURE. MANUFACTURER'S STANDARD SOLID CORE MATERIAL FOR DOOR RATING.
<br />3.4. VENEER FACING: AWI GRADE: A, UNLESS INDICATED OTHERWISE.
<br />3.5. SPECIES: SELECT WHITE BIRCH, UNLESS INDICATED OTHERWISE
<br />3.6. CUT: ROTARY, UNLESS INDICATED OTHERWISE.
<br />3.7. FACE MATCHING: RUNNING, UNLESS INDICATED OTHERWISE.
<br />3.8. FACING ADHESIVE: TYPE 1 - WATERPROOF.
<br />3.9. PROVIDE SOLID CORE DOORS WITH REINIFORCED BLOCKING AS REQUIRED FOR HARDWARE.
<br />3.10. WHERE FIRE RATED DOORS ARE INDICATED, COMPLY WITH RATING INDICATED IN THE DRAWINGS AND THE REQUIREMENTS OF THE RATING AGENCY AND THE
<br />LOCAL AUTHORITY HAVING JURISDICTION.
<br />3.11. ALL FLUSH WOOD DOORS SHALL BE FACTORY FINISHED, UNLESS INDICATED OTHERWISE. MATCH ARCHITECTS SAMPLES, OR BUILDING/TENANT SPACE
<br />STANDARD.
<br />3.12. INSTALL FLUSH WOOD DOORS PER AWI QUALITY STANDARD REQUIREMENTS AND MANUFACTURER'S WRITTEN INSTRUCTIONS.
<br />3.13. PROVIDE REQUIRED FIRE RATING, AND LABELS, AS REQUIRED. PROVIDE POSSITVE PRESSURE WHERE INDICATED, AND WHERE REQUIRED BY CODE.
<br />3.14. GLAZING STOPS: MATCHING WOOD.
<br />3.15. INSTALL ALL WOOD DOORS IN COMPLIANCE WITH AEI STANDARDS.
<br />4. ALL ALUMINUM -FRAMED WINDOWS AND DOORS (STOREFRONT AND CURTAIN WALL) SHALL COMPLY WITH THE FOLLOWING CRITERIA:
<br />4.1. DEAD AND LIVE LOAD FROM WIND, ACTING NORMAL TO THE PLANE: AS CALCULATED IN ACCORDANCE WITH THE APPLICABLE CODES AND ASCE 7, AND
<br />AS MEASURED BY ASTM E330.
<br />4.2. AIR INFILTRATION, COMPLY WITH ASTM E283: WINDOW FRAMING: 0.06 CFM/SQ. FT. SINGLE DOORS: 0.50 CFM PER LINEAR FOOT OF CRACK,
<br />MEASURED WITH 1.57 PSF DIFFERENTIAL PRESSURE.
<br />4.3. DEFLECTION: LIMIT MUWON DEFLECTION TO 1/175 FOR SPANS UNDER 13'-6" AND 1/240 PLUS 1/4" FOR SPANS OVER 13'-6", WI H FULL RECOVERY
<br />OF GLAZING MATERIALS.
<br />4.4. SEISMIC LOADS: AS CALCULATED IN ACCORDANCE WITH THE APPLICABLE CODES.
<br />4.5. SYSTEM ASSEMBLY: ACCOMMODATE WITHOUT DAMAGE TO COMPONENTS OR DETERIORATION OF SEALS, FROM MOVEMENT WITHIN SYSTEM, MOVEMENT
<br />BETWEEN SYSTEM AND PERIPHERAL CONSTRUCTION, DYNAMIC LOADING AND RELEASE LOADS, DEFLECTION OF STRUCTURAL SUPPORT FRAMING.
<br />5.1. THE DOOR HARDWARE SETS INDICATED IN THE REST OF DOCUMENTS ARE A PRESCRIPTIVE PERFORMANCE, FUNCTION, AND OPERATION GUIDE. THE
<br />CONTRACTOR SHALL PROVIDE A COMPLETE HARDWARE SET, INCLUDING ALL REQUIRED ACCESSORIES THAT MAY NOT BE LISTED, COMPLYING WITH THE
<br />REQUIREMENTS OF THESE NOTES AND THE HARDWARE PRESCRIPTIVE GUIDE. SUBMIT HARDWARE SETS TO THE ARCHITECT FOR REVIEW.
<br />5.2. ALL DOOR HARDWARE SHALL COMPLY WITH BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA) STANDARDS AND SHALL BE MINIMUM GRADE 2.
<br />5.3. WHERE WORKING IN EXISTING SPACES, MATCH EXISTING HARDWARE MANUFACTUER(S), STYLE(S), AND FINISHES TO THE GREATEST EXTENT POSSIBLE.
<br />5.4. COORDINATE ALL HARDWARE WITH DOOR AND FRAME FIRE RATING REQUIREMENTS.
<br />5.5. INSTALL THE DOOR HARDWARE IN COMPLIANCE WITH DOOR AND HARDWARE INSTITUTE (DHI) REQUIREMENTS, THE MANUFACTURER'S WRITTEN REQUIREMENTS,
<br />AND THE REQUIREMENTS OF THE DOOR AND FRAME MANUFACTURERS. COORDINATE ALL THE WORK.
<br />5.6. HINGES:
<br />5.6.1. FOR DOORS UP TO 60" HIGH, PROVIDE (2) HINGES. FOR DOORS FROM 61"H TO 90"H, PROVIDE (3) HINGES. FOR DOORS 91"H TO 120"H,
<br />PROVIDE (4) HINGES. FOR DOOR WITH HEIGHTS MORE THAN 120", PROVIDE (4) HINGES PLUS (1) ADDITIONAL HINGE FOR EVERY ADDITIONAL 30" OF
<br />HEIGHT.
<br />5.6.2. PROVIDE SPRING, PIVOT, AND CONTINUOUS HINGES WHERE INDICATED IN THE DOCUMENTS.
<br />5.6.3. PROVIDE NON -REMOVABLE HINGE PINS AT ALL OUTSWINGING EXTERIOR DOORS AND INTERIOR CORRIDOR DOORS.
<br />5.6.4. ALL EXTERIOR HINGES SHALL BE STAINLESS STEEL, BALL BEARING TYPE.
<br />5.7. LOCK SETS AND LATCHES:
<br />5.7.1. PROVIDE LEVER STYLE HANDLES ON ALL LOCK SETS.
<br />5.7.2. PROVIDE ALL LOCK SETS WITH MATCHED, RECESSED STRIKE PLATES.
<br />5.7.3. DO NOT PROVIDE LOCK SETS AND LATCHES THAT IMPEDE THE EGRESS FLOW FROM THE ROOM, SPACE, OR BUILDING.
<br />5.7.4. UNLESS INDICATED OTHERWISE, ALL LOCK SETS SHALL BE MORTISE TYPE.
<br />5.7.5. WHERE INDICATED, PROVIDE ELECTROMAGNETIC AND ELECTROMECHANICAL LOCKS. CONTRACTOR SHALL PROVIDE ELECTRIC SERVICE, TRANSFORMERS
<br />AND ALL OTHER COMPONENTS REQUIRED FOR FULL OPERATION OF THE HARDWARE.
<br />5.7.6. WHERE INDICATED, PROVIDE PHYSICAL, PUNCH KEY TYPE LOCK SETS.
<br />5.8. EXIT DEVICES AND EXIT ALARMS:
<br />5.8.1. PROVIDE EXIT DEVICES WHERE INDICATED IN THE DRAWINGS, WHERE THE OCCUPANT LOAD ON A SINGLE DOOR IS GREATER THAN 50, AT ALL
<br />EXTERIOR DOORS, AND WHERE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION.
<br />5.8.2. PROVIDE SPECIAL FUNCTION WHERE INDICATED (CYLINDER DOGGING, KEYED DOGGING, ETC.).
<br />5.8.3. WHERE INDICATED, PROVIDE ELECTRONIC EXIT DEVICES
<br />5.8.4. PROVIDE LEVER STYLE HANDLES ON ALL LOCK SETS.
<br />5.8.5. PROVIDE ALL EXIT DEVICES WITH MATCHED, RECESSED STRIKE PLATES.
<br />5.8.6. WHERE INDICATED, PROVIDE SEPARATE, INTERCONNECTED AUDITORY EXIT ALARM DEVICE. CONTRACTOR SHALL PROVIDE ELECTRIC SERVICE,
<br />TRANSFORMERS AND ALL OTHER COMPONENTS REQUIRED FOR FULL OPERA11ON OF THE HARDWARE. PROVIDE EACH EXIT ALARM WITH A SURFACE
<br />MOUNTED SIGN STATING "EMERGENCY EXT - ALARM WILL SOUND". SIGN SHALL BE WHITE BACKGROUND WITH RED LETTERS.
<br />5.9. LOCK CYLINDERS:
<br />5.9.1. PROVIDE CONSTRUCTION CYLINDERS.
<br />5.9.2. PROVIDE, AND INSTALL, PERMANENT CYLINDERS AT THE END OF CONSTRUCTION. WHERE THERE ARE EXISTING LOCK SETS, PROVIDE NEW CYLINDERS
<br />IN THE EXISTING LOCK SETS SO ALL LOCKS ARE ON THE SAME KEYING SYSTEM.
<br />5.10. DOOR BOLTS:
<br />5.10.1. PROVIDE MANUAL FLUSH BOLTS WHERE INDICATED. MINIMUM BOLT LENGTH IS 12'.
<br />5.10.2. PROVIDE AUTOMATIC FLUSH BOLTS WHERE INDICATED, AND WHERE FOR PAIRS OF DOORS.
<br />5.10.3. ALL FLUSH BOLTS SHALL BE PROVIDED WITH (2) PER LEAF (TOP AND BOTTOM).
<br />5.10.4. PROVIDE DUSTPROOF STRIKES AT FLOOR LOCATIONS.
<br />5.10.5. ALL DOOR BOLTS SHALL BE CONCEALED TYPE. SURFACE MOUNTED IS NOT ACCEPTABLE.
<br />5.11. CLOSERS:
<br />5.11.4. PROVIDE CLOSERS WHERE INDICATED, AT ALL EXTERIOR DOORS, AND AT ALL FIRE RATED DOORS.
<br />5.11.5. PROVIDE TYPE OF CLOSER AND ARM REQUIRED FOR CLOSER TO BE LOCATED ON THE NON-PUBLIC SIDE OF THE DOOR.
<br />5.11.6. DO NOT MOUNT CLOSERS AT EXTERIOR OF BUILDING.
<br />5.11.7. PROVIDE CLOSERS WITH SPECIAL OPERATION, WHERE INDICATED (OVERHEAD STOP, HOLD -OPEN, RECESSED CLOSERS, CONCEALED CLOSERS, ETC.)
<br />5.11.8. PROVIDE DOOR COORDINATORS AS INDICATED AND WHERE REQUIRED TO ENSURE PROPER DOOR OPERATION.
<br />5.12. ELECTRIC STRIKES: PROVIDE ELECTRIC STRIKES WHERE INDICATED. COORDINATE WITH LOCKSET/EXIT DEVICE OPERATION. COMPLY WITH THE
<br />REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION.
<br />5.13. STOPS AND HOLDERS:
<br />5.13.1. PROVIDE TYPE INDICATED.
<br />5.13.2. DO NOT MOUNT FLOOR STOPS WHERE THEY WILL IMPEDE TRAFFIC.
<br />5.13.3. WHERE WALL AND FLOOR STOPS ARE NOT APPROPRIATE, PROVIDE AN OVERHEAD STOP.
<br />5.13.4. PROVIDE MAGNETIC HOLD -OPENS WHERE INDICATED. COORDINATE TYPE WITH CLOSER AND DOOR OPERATION. CONTRACTOR SHALL PROVIDE
<br />ELECTRIC SERVICE, TRANSFORMERS AND ALL OTHER COMPONENTS REQUIRED FOR FULL OPERATION OF THE HARDWARE.
<br />5.14. OPERATING TRIM (DOOR PULLS, PUSH PLATES, AND MISC. ITEMS): PROVIDE TYPE INDICATED, COORDINATE WITH DOOR AND FRAME CONSTRUCTION.
<br />5.15. PROTECTION PLATES: PROVIDE AS INDICATED. WIDTH OF PROTECTION PLATE SHALL BE 2" SMALLER THAN DOOR LEAF WIDTH AND INSTALLED 1" FROM
<br />EACH EDGE OF DOOR. COORDINATE HEIGHT OF PROTECTION PLATE WTH DOOR GLAZING, IF ANY.
<br />5.16. GASKETING, SWEEPS, AND AUTOMATIC DOOR BOTTOMS:
<br />5.16.1. AIR LEAKAGE SHALL NOT EXCEEED 0.50 CFM PER FOOT OF CRACK LENGTH, AS TESTED PER ASTM E283.
<br />5.16.2. PROVIDE CONTINUOUS WEATHER-STRIP GASKETING AT ALL EXTERIOR DOOR LOCATIONS.
<br />5.16.3. PROVIDE CONTINUOUS SMOKE GASKETTNG WHERE INDICATED AND AT AIL STAIRWELL OR OTHER POSITIVE PRESSURE DOORS.
<br />5.16.4. PROVIDE CONTINUOUS SOUND/LIGHT GASKETNG WHERE INDICATED.
<br />5.16.5. GASKETNG, SWEEPS, AND AUTOMATIC DOOR BOTTOMS SHALL NOT USE ORGANIC MATERIALS.
<br />5.16.6. AT WOOD AND H.M. DOORS, GASKETNG SHALL BE COMPRESSION BULB TYPE.
<br />5.16.7. AT ALUMINUM DOORS, GASKEIING SHALL BE TYPE AS RECOMMENDED AND PROVIDED BY THE MANUFACTURER.
<br />5.16.8. AT RATED DOORS AND FRAMES, GASKETNG SHALL BE TYPE AS RECOMMENDED BY GASKEITNG MANUFACTURER. AT PAIRS OF RATED DOORS, DO NOT
<br />PROVIDE A METAL ASTRAGAL PLATE. PROVIDE INTUMESECENT TYPE CONCEALED ASTRAGAL ON EDGE OF DOOR.
<br />5.16.9. AT ALL EXTERIOR DOORS, PROVIDE AUTOMATIC DOOR BOTTOM, LENGTH AS REQUIRED. PROVIDE AUTOMATIC DOOR BOTTOM WITH COMPRESSION BULB
<br />TYPE BOTTOM OR COMRPESSIBLE NYLON SWEEP/EDGE.
<br />5.16.10. WHERE INDICATED AT INTERIOR DOORS, PROVIDE SURFACE MOUNTED DOOR SWEEP.
<br />5.16.11. WHERE INDICATED AT INTERIOR DOORS, OR REQUIRED FOR SMOKE CONTROL OR POSITIVE PRESSURE, PROVIDE AN AUTOMATIC DOOR BOTTOM
<br />COMPLYING WITH THE RATING REQUIREMENT OF THE DOOR AND FRAME.
<br />5.17. THRESHOLDS:
<br />5.17.1. PROVIDE THRESHOLDS WHERE INDICATED AND AT AIL EXTERIOR DOOR LOCATIONS.
<br />5.17.2. ALL EXTERIOR THRESHOLDS SHALL HAVE BE SOLID EXTRUDED ALUMINUM WITH A THERMAL BREAK.
<br />5.17.3. ALL INTERIOR THRESHOLDS SHALL BE SOLID EXTRUDED ALUMINUM.
<br />5.17.4. COORDINATE LENGTH OF THRESHOLD WITH DOOR AND FRAME. COORDINATE DEPTH OF THRESHOLD WITH WITH THE DOOR AND FRAME AND THE FLOOR
<br />CONSTRUCTION.
<br />5.18. KEYING:
<br />5.18.1. COORDINATE ALL KEYING REQUIREMENTS WITH THE LANDLORD/TENANT.
<br />5.18.2. PROVIDE (2) COPIES OF EACH KEY.
<br />5.18.3. PROVIDE KEY CABINET. MOUNT WHERE INDICATED BY THE LANDLORD/TENANT.
<br />6. ALL GLAZING SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:
<br />6.1. GENERAL:
<br />6.1.1. PERFORM WORK IN COMPLIANCE WITH GLASS ASSOCAITON OF AMERICA (GANA) GLAZING MANUAL, GANA SEALANT MANUAL, GANA LAMINATED GLASS
<br />DESIGN GUIDE AND SEALED INSULATING GLASS MANUFACTURERS ASSOCATION (SIGMA) FOR GLAZING INSTALLATION METHODS.
<br />6.2. GLAZING:
<br />6.2.1. STRUCTURAL DESIGN (INCLUDING SEISMIC): IN COMPLIANCE WITH APPLICABLE REQUIREMENTS AND ASIDE 7, WITH BASIC WIND SPEED AND EXPOSURE
<br />INDICATED ON THE STRUCTURAL DRAWINGS.
<br />6.2.2. WIND-BORNE DEBRIS LOADS: GLASS WITHIN 30 FEET OF GRADE: ASTM 1996, LARGE MISSLE IMPACT TEST. GLASS WITHIN 60 FEET OF GRADE,
<br />ASTM 1996, SMALL MISSLE IMPACT TEST.
<br />6.2.3. LIMIT GLASS DEFLEC11ON TO 1/175 OF GLASS EDGE LENGTH OR 3/4', WHICHEVER IS LESS WITH FULL RECOVERY OF GLAZING MATERIALS.
<br />6.2.4. INTERIOR GLASS DEFLECTION: MAXIMUM DIFFERENTIAL DEFLECTION FOR TWO ADJACENT UNSUPPORTED EDGES LESS THAN THICKENSS OF GLASS WHEN
<br />50 PLF FORCE IS APPLIED TO ONE PANEL AT ANY ONE POINT UP TO 42" A.F.F.
<br />6.2.5. THERMAL/SOLAR PERFORMANCE: IN COMPLIANCE WITH LOCAL ENERGY CODE REQUIREMENTS.
<br />6.2.6. FABRICATE GLAZING WITHIN GANA REQUIREMENTS, ACCOUNTING FOR GASKEIING/SEALS, MOVEMENT, AND THERMAL EXPANSION AND CONTRACTION.
<br />6.2.7. UNLESS INDICATED OTHERWISE, PROVIDE ALL INSULATED GLASS UNITS WITH GASKETS.
<br />6.2.8. UNLESS INDICATED OTHERWISE, PROVIDE DRY TAPE -TAPE METIHOD AT INTERIOR LOCATIONS.
<br />6.2.9. PROVIDE HEAT STRENGTHENING (TEMPERING) AS INDICATED IN THE DOCUMENTS.
<br />6.2.10. UNLESS INDICATED OTHERWISE, SINGLE PANE GLAZING SHALL BE 1/4" THICK, CLASS I CLEAR. TEMPERING AS INDICATED.
<br />6.2.11. UNLESS INDICATED OTHERWISE, INSULATED GLASS UNITS SHALL BE 1" THICK (NOMINAL), WITH (2) LAYERS OF 1/4' THICK, CLASS I CLEAR GLASS OR
<br />CLASS II TINTED. PROVIDE WITH FABRICATED SPACER AND CREATE SEALED UNIT. INSTALL ALL COATINGS AND TINTS ON THE 2ND GLASS FACE.
<br />ENSURE COMPLY WITH PERFORMANCE CHARACTERISTICS INDICATED.
<br />6.2.12. PROVIDE SPECIAL PATTERNS/FRIT LNG AS INDICATED.
<br />6.2.13. SET GLASS PLUMB AND LEVEL, WITHOUT DISTORTION.
<br />6.3. MIRRORS:
<br />6.3.1. CLEAR MIRROR GLASS: ASTM C1503, MIRROR SELECT QUALITY, 6.OMM THICK. SILVER MIRROR COATING ON 2ND FACE.
<br />6.3.2. FIELD VERIFY MIRROR SIZES, COMPLY WITH LAYOUT INTENT SHOWN IN THE DRAWINGS.
<br />6.3.3. FABRICATE MIRRORS IN SHOP TO GREATEST EXTENT POSSIBLE. PROVIDE CUTOUTS FOR NOTCHES, HOLES, PENETRATING ITEMS, ETC. PROVIDE THESE
<br />CUTOUTS PRIOR TO HEAT STRENGTHENING. DO NOT PIECE OR SEAM MIRRORS AROUND THESE ITEMS UNLESS SPECIFICALLY INDICATED IN THE
<br />DRAWINGS. DO NOT SPAN EXPANSION JOINTS WITH THE MIRRORS.
<br />6.3.4. UNLESS INDICATED OTHERWISE, PROVIDE HEAT STRENGTHENED GLASS.
<br />6.3.5. WHERE LAMINATED MIRROR GLASS IS INDICATED., COMPLY WITH ASTM C1172, KIND LM. OUTER LITE SHALL BE CLEAR GLASS WITH SILVER MIRROR
<br />COATING ON 2ND FACE. INTERLAYER MATERIAL SHALL BE MANUFACTURER'S STANDARD 0.030 INCH THICK PVB INTERLAYER PROVEN NOT TO
<br />DO MINATE. SECOND LITE SHALL BE CLEAR GLASS. FABRICATE FREE OF DEFECTS, DIRT, DEBRIS, AIR BUBBLES, AND OTHER IMPERFECTIONS AND
<br />LAMINATE USING MANUFACTURER'S STANDARD HEAT PLUS PRESSURE FABRICATION PROCESS. FINISH EDGE OF LAMINATED GLASS AS RECOMMENDED
<br />BY INTERLAYER MANUFACTURER.
<br />6.3.6. MIRROR EDGES SHALL BE SQUARE, POLISHED, UNLESS INDICATED OTHERWISE. FACTORY FINISH EDGES.
<br />6.3.7. VERIFY AND CORRECT SUBSTRATE CONDITIONS PRIOR TO INSTALLATION, INSTALL MIRROR WITH ADHESIVE. INSTALL MIRRORS PLUMB AND LEVEL
<br />WITHOUT VISIBLE DISTORTION.
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<br />Sheet Name:
<br />GENERAL PROJECT NOTES
<br />Proj #:
<br />Issue Date:
<br />210316
<br />09/01 /2022
<br />Sheet No.:
<br />•
<br />Drawn By:
<br />Checked By:
<br />DL
<br />DS
<br />ISSUED FOR CONSTRUCTION
<br />
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