HomeMy WebLinkAbout06-G1-6 SPECIFICATIONS1.00 GENERAL PROVISIONS1.00 GENERAL PROVISIONS1.00 GENERAL PROVISIONS1.00 GENERAL PROVISIONS1.01 ALL WORK IS TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL BUILDING CODES AND ALL OTHER 1.01 ALL WORK IS TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL BUILDING CODES AND ALL OTHER 1.01 ALL WORK IS TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL BUILDING CODES AND ALL OTHER 1.01 ALL WORK IS TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL BUILDING CODES AND ALL OTHER CODES OR ORDINANCES WHICH MAY HAVE AUTHORITY OVER THIS PROJECT. IN THE CASE OF DISCREPANCY CODES OR ORDINANCES WHICH MAY HAVE AUTHORITY OVER THIS PROJECT. IN THE CASE OF DISCREPANCY CODES OR ORDINANCES WHICH MAY HAVE AUTHORITY OVER THIS PROJECT. IN THE CASE OF DISCREPANCY CODES OR ORDINANCES WHICH MAY HAVE AUTHORITY OVER THIS PROJECT. IN THE CASE OF DISCREPANCY IN THOSE CODES, THE MORE STRINGENT ONE SHALL BE OBSERVED. IN THOSE CODES, THE MORE STRINGENT ONE SHALL BE OBSERVED. IN THOSE CODES, THE MORE STRINGENT ONE SHALL BE OBSERVED. IN THOSE CODES, THE MORE STRINGENT ONE SHALL BE OBSERVED. 1.02 MATERIALS AND SPECIFIC MANUFACTURERS SPECIFIED MAY BE CHANGED UPON REQUEST IF THE 1.02 MATERIALS AND SPECIFIC MANUFACTURERS SPECIFIED MAY BE CHANGED UPON REQUEST IF THE 1.02 MATERIALS AND SPECIFIC MANUFACTURERS SPECIFIED MAY BE CHANGED UPON REQUEST IF THE 1.02 MATERIALS AND SPECIFIC MANUFACTURERS SPECIFIED MAY BE CHANGED UPON REQUEST IF THE SUBSTITUTION IS OF COMPARABLE QUALITY, COST AND SERVICEABILITY AS DETERMINED BY THE ARCHITECT. SUBSTITUTION IS OF COMPARABLE QUALITY, COST AND SERVICEABILITY AS DETERMINED BY THE ARCHITECT. SUBSTITUTION IS OF COMPARABLE QUALITY, COST AND SERVICEABILITY AS DETERMINED BY THE ARCHITECT. SUBSTITUTION IS OF COMPARABLE QUALITY, COST AND SERVICEABILITY AS DETERMINED BY THE ARCHITECT. 1.03 THE GENERAL CONTRACTOR SHALL PAY ALL REQUIRED FEES AND SECURE ALL PERMITS AS REQUIRED BY 1.03 THE GENERAL CONTRACTOR SHALL PAY ALL REQUIRED FEES AND SECURE ALL PERMITS AS REQUIRED BY 1.03 THE GENERAL CONTRACTOR SHALL PAY ALL REQUIRED FEES AND SECURE ALL PERMITS AS REQUIRED BY 1.03 THE GENERAL CONTRACTOR SHALL PAY ALL REQUIRED FEES AND SECURE ALL PERMITS AS REQUIRED BY GOVERNING BODIES OVER THIS PROJECT.GOVERNING BODIES OVER THIS PROJECT.GOVERNING BODIES OVER THIS PROJECT.GOVERNING BODIES OVER THIS PROJECT.1.04 THE GENERAL CONTRACTOR SHALL HAVE APPROPRIATE LIABILITY. OWNER AND ARCHITECT SHALL BE 1.04 THE GENERAL CONTRACTOR SHALL HAVE APPROPRIATE LIABILITY. OWNER AND ARCHITECT SHALL BE 1.04 THE GENERAL CONTRACTOR SHALL HAVE APPROPRIATE LIABILITY. OWNER AND ARCHITECT SHALL BE 1.04 THE GENERAL CONTRACTOR SHALL HAVE APPROPRIATE LIABILITY. OWNER AND ARCHITECT SHALL BE PROTECTED FROM ALL LIABILITIES FROM THE CONTRACTOR, ITS EMPLOYEES, AGENTS OR SUBCONTRACTORS.PROTECTED FROM ALL LIABILITIES FROM THE CONTRACTOR, ITS EMPLOYEES, AGENTS OR SUBCONTRACTORS.PROTECTED FROM ALL LIABILITIES FROM THE CONTRACTOR, ITS EMPLOYEES, AGENTS OR SUBCONTRACTORS.PROTECTED FROM ALL LIABILITIES FROM THE CONTRACTOR, ITS EMPLOYEES, AGENTS OR SUBCONTRACTORS.1.10 SURVEY OF EXISTING CONDITIONS1.10 SURVEY OF EXISTING CONDITIONS1.10 SURVEY OF EXISTING CONDITIONS1.10 SURVEY OF EXISTING CONDITIONS1.11 THE GENERAL CONTRACTOR, PRIOR TO SUBMITTING HIS BID, SHALL FIELD SURVEY SITE OF PROPOSED 1.11 THE GENERAL CONTRACTOR, PRIOR TO SUBMITTING HIS BID, SHALL FIELD SURVEY SITE OF PROPOSED 1.11 THE GENERAL CONTRACTOR, PRIOR TO SUBMITTING HIS BID, SHALL FIELD SURVEY SITE OF PROPOSED 1.11 THE GENERAL CONTRACTOR, PRIOR TO SUBMITTING HIS BID, SHALL FIELD SURVEY SITE OF PROPOSED WORK TO DETERMINE THE EXTENT AND NATURE OF WORK, VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN WORK TO DETERMINE THE EXTENT AND NATURE OF WORK, VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN WORK TO DETERMINE THE EXTENT AND NATURE OF WORK, VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN WORK TO DETERMINE THE EXTENT AND NATURE OF WORK, VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND ACQUAINT HIMSELF WITH THE EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. ANY ON DRAWINGS AND ACQUAINT HIMSELF WITH THE EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. ANY ON DRAWINGS AND ACQUAINT HIMSELF WITH THE EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. ANY ON DRAWINGS AND ACQUAINT HIMSELF WITH THE EXISTING CONDITIONS PRIOR TO SUBMITTING HIS BID. ANY DISCREPANCIES, OMISSIONS OR CONFLICTS FOUND BETWEEN THE SITE CONDITIONS AND THOSE SHOWN ON DISCREPANCIES, OMISSIONS OR CONFLICTS FOUND BETWEEN THE SITE CONDITIONS AND THOSE SHOWN ON DISCREPANCIES, OMISSIONS OR CONFLICTS FOUND BETWEEN THE SITE CONDITIONS AND THOSE SHOWN ON DISCREPANCIES, OMISSIONS OR CONFLICTS FOUND BETWEEN THE SITE CONDITIONS AND THOSE SHOWN ON THE DRAWINGS SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE ARCHITECT.THE DRAWINGS SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE ARCHITECT.THE DRAWINGS SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE ARCHITECT.THE DRAWINGS SHALL BE PROMPTLY BROUGHT TO THE ATTENTION OF THE ARCHITECT.1.12 THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY UNFORESEEN JOB CONDITIONS WHICH 1.12 THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY UNFORESEEN JOB CONDITIONS WHICH 1.12 THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY UNFORESEEN JOB CONDITIONS WHICH 1.12 THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY UNFORESEEN JOB CONDITIONS WHICH MIGHT AFFECT PROJECT COSTS. CLAIMS FOR ADDITIONAL COMPENSATION AND/OR EXTENSIONS OF TIME MIGHT AFFECT PROJECT COSTS. CLAIMS FOR ADDITIONAL COMPENSATION AND/OR EXTENSIONS OF TIME MIGHT AFFECT PROJECT COSTS. CLAIMS FOR ADDITIONAL COMPENSATION AND/OR EXTENSIONS OF TIME MIGHT AFFECT PROJECT COSTS. CLAIMS FOR ADDITIONAL COMPENSATION AND/OR EXTENSIONS OF TIME BECAUSE OF THE CONTRACTOR'S FAILURE TO FOLLOW THE FOREGOING PROCEDURE AND TO FAMILIARIZE BECAUSE OF THE CONTRACTOR'S FAILURE TO FOLLOW THE FOREGOING PROCEDURE AND TO FAMILIARIZE BECAUSE OF THE CONTRACTOR'S FAILURE TO FOLLOW THE FOREGOING PROCEDURE AND TO FAMILIARIZE BECAUSE OF THE CONTRACTOR'S FAILURE TO FOLLOW THE FOREGOING PROCEDURE AND TO FAMILIARIZE HIMSELF WITH THE CONTRACT DOCUMENTS AND ALL CONDITIONS WHICH MIGHT AFFECT WORK WILL NOT BE HIMSELF WITH THE CONTRACT DOCUMENTS AND ALL CONDITIONS WHICH MIGHT AFFECT WORK WILL NOT BE HIMSELF WITH THE CONTRACT DOCUMENTS AND ALL CONDITIONS WHICH MIGHT AFFECT WORK WILL NOT BE HIMSELF WITH THE CONTRACT DOCUMENTS AND ALL CONDITIONS WHICH MIGHT AFFECT WORK WILL NOT BE ALLOWED. EXTRA WORK AND/OR COSTS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION OF SUCH ALLOWED. EXTRA WORK AND/OR COSTS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION OF SUCH ALLOWED. EXTRA WORK AND/OR COSTS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION OF SUCH ALLOWED. EXTRA WORK AND/OR COSTS MUST BE APPROVED IN WRITING PRIOR TO CONSTRUCTION OF SUCH WORK.WORK.WORK.WORK.1.20 PROVISIONS FOR LABOR AND MATERIAL1.20 PROVISIONS FOR LABOR AND MATERIAL1.20 PROVISIONS FOR LABOR AND MATERIAL1.20 PROVISIONS FOR LABOR AND MATERIAL1.21 THE GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY FOR 1.21 THE GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY FOR 1.21 THE GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY FOR 1.21 THE GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY FOR THE SUCCESSFUL EXECUTION AND COMPLETION OF THIS PROJECT.THE SUCCESSFUL EXECUTION AND COMPLETION OF THIS PROJECT.THE SUCCESSFUL EXECUTION AND COMPLETION OF THIS PROJECT.THE SUCCESSFUL EXECUTION AND COMPLETION OF THIS PROJECT.1.22 ALL MATERIALS, METHODS OF INSTALLATION AND FINISHING OF CONSTRUCTION SYSTEMS (PARTITIONS, 1.22 ALL MATERIALS, METHODS OF INSTALLATION AND FINISHING OF CONSTRUCTION SYSTEMS (PARTITIONS, 1.22 ALL MATERIALS, METHODS OF INSTALLATION AND FINISHING OF CONSTRUCTION SYSTEMS (PARTITIONS, 1.22 ALL MATERIALS, METHODS OF INSTALLATION AND FINISHING OF CONSTRUCTION SYSTEMS (PARTITIONS, CEILING, DOORS, FRAMES, FLOORS, ETC.) SHALL CONFORM TO THE MANUFACTURERS' SPECIFICATIONS AND CEILING, DOORS, FRAMES, FLOORS, ETC.) SHALL CONFORM TO THE MANUFACTURERS' SPECIFICATIONS AND CEILING, DOORS, FRAMES, FLOORS, ETC.) SHALL CONFORM TO THE MANUFACTURERS' SPECIFICATIONS AND CEILING, DOORS, FRAMES, FLOORS, ETC.) SHALL CONFORM TO THE MANUFACTURERS' SPECIFICATIONS AND INSTALLATION INSTRUCTION FOR THE EXPECTED USE.INSTALLATION INSTRUCTION FOR THE EXPECTED USE.INSTALLATION INSTRUCTION FOR THE EXPECTED USE.INSTALLATION INSTRUCTION FOR THE EXPECTED USE.1.30 KEEPING PREMISES CLEAN1.30 KEEPING PREMISES CLEAN1.30 KEEPING PREMISES CLEAN1.30 KEEPING PREMISES CLEAN1.31 THE GENERAL CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS ON A REGULAR BASIS, AND SHALL 1.31 THE GENERAL CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS ON A REGULAR BASIS, AND SHALL 1.31 THE GENERAL CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS ON A REGULAR BASIS, AND SHALL 1.31 THE GENERAL CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS ON A REGULAR BASIS, AND SHALL PREVENT ANY DIRT, DEBRIS OR DUST FROM AFFECTING ANY FINISHED AREA.PREVENT ANY DIRT, DEBRIS OR DUST FROM AFFECTING ANY FINISHED AREA.PREVENT ANY DIRT, DEBRIS OR DUST FROM AFFECTING ANY FINISHED AREA.PREVENT ANY DIRT, DEBRIS OR DUST FROM AFFECTING ANY FINISHED AREA.1.32 THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL TURN THE PROJECT OVER TO THE 1.32 THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL TURN THE PROJECT OVER TO THE 1.32 THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL TURN THE PROJECT OVER TO THE 1.32 THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL TURN THE PROJECT OVER TO THE OWNER FREE FROM ALL CONSTRUCTION DEBRIS, MATERIAL AND EQUIPMENT.OWNER FREE FROM ALL CONSTRUCTION DEBRIS, MATERIAL AND EQUIPMENT.OWNER FREE FROM ALL CONSTRUCTION DEBRIS, MATERIAL AND EQUIPMENT.OWNER FREE FROM ALL CONSTRUCTION DEBRIS, MATERIAL AND EQUIPMENT.1.40 PROTECTION OF PERSONS AND PROPERTY1.40 PROTECTION OF PERSONS AND PROPERTY1.40 PROTECTION OF PERSONS AND PROPERTY1.40 PROTECTION OF PERSONS AND PROPERTY1.41 PRIOR TO THE COMMENCEMENT OF WORK, THE GENERAL CONTRACTOR SHALL PROTECT AREAS AND 1.41 PRIOR TO THE COMMENCEMENT OF WORK, THE GENERAL CONTRACTOR SHALL PROTECT AREAS AND 1.41 PRIOR TO THE COMMENCEMENT OF WORK, THE GENERAL CONTRACTOR SHALL PROTECT AREAS AND 1.41 PRIOR TO THE COMMENCEMENT OF WORK, THE GENERAL CONTRACTOR SHALL PROTECT AREAS AND NEW OR EXISTING MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR FROM CONSTRUCTION, NEW OR EXISTING MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR FROM CONSTRUCTION, NEW OR EXISTING MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR FROM CONSTRUCTION, NEW OR EXISTING MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR FROM CONSTRUCTION, DUST, WATER, ETC.DUST, WATER, ETC.DUST, WATER, ETC.DUST, WATER, ETC.1.42 ALL EXISTING SURFACES SUCH AS, BUT NOT LIMITED TO, WALLS AND COLUMNS DAMAGED BY WORK 1.42 ALL EXISTING SURFACES SUCH AS, BUT NOT LIMITED TO, WALLS AND COLUMNS DAMAGED BY WORK 1.42 ALL EXISTING SURFACES SUCH AS, BUT NOT LIMITED TO, WALLS AND COLUMNS DAMAGED BY WORK 1.42 ALL EXISTING SURFACES SUCH AS, BUT NOT LIMITED TO, WALLS AND COLUMNS DAMAGED BY WORK ARE TO BE PATCHED BY THE CONTRACTOR TO THE SATISFACTION OF THE ARCHITECT.ARE TO BE PATCHED BY THE CONTRACTOR TO THE SATISFACTION OF THE ARCHITECT.ARE TO BE PATCHED BY THE CONTRACTOR TO THE SATISFACTION OF THE ARCHITECT.ARE TO BE PATCHED BY THE CONTRACTOR TO THE SATISFACTION OF THE ARCHITECT.1.50 COORDINATION1.50 COORDINATION1.50 COORDINATION1.50 COORDINATION1.51 THE GENERAL CONTRACTOR SHALL COORDINATE ALL TRADES REQUIRED TO PERFORM WORK AS 1.51 THE GENERAL CONTRACTOR SHALL COORDINATE ALL TRADES REQUIRED TO PERFORM WORK AS 1.51 THE GENERAL CONTRACTOR SHALL COORDINATE ALL TRADES REQUIRED TO PERFORM WORK AS 1.51 THE GENERAL CONTRACTOR SHALL COORDINATE ALL TRADES REQUIRED TO PERFORM WORK AS OUTLINED IN THE CONTRACT DOCUMENTS.OUTLINED IN THE CONTRACT DOCUMENTS.OUTLINED IN THE CONTRACT DOCUMENTS.OUTLINED IN THE CONTRACT DOCUMENTS.1.60 DRAWINGS1.60 DRAWINGS1.60 DRAWINGS1.60 DRAWINGS1.61 DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. LARGE SCALE DETAILS SHALL GOVERN OVER 1.61 DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. LARGE SCALE DETAILS SHALL GOVERN OVER 1.61 DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. LARGE SCALE DETAILS SHALL GOVERN OVER 1.61 DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS.SMALL SCALE DETAILS.SMALL SCALE DETAILS.SMALL SCALE DETAILS.1.62 ALL DIMENSIONS ARE TO AND FROM WALL CENTERLINES OR NOMINAL STUD WIDTHS, U.N.O.1.62 ALL DIMENSIONS ARE TO AND FROM WALL CENTERLINES OR NOMINAL STUD WIDTHS, U.N.O.1.62 ALL DIMENSIONS ARE TO AND FROM WALL CENTERLINES OR NOMINAL STUD WIDTHS, U.N.O.1.62 ALL DIMENSIONS ARE TO AND FROM WALL CENTERLINES OR NOMINAL STUD WIDTHS, U.N.O.SECTION 03000 SECTION 03000 SECTION 03000 SECTION 03000 ----STRUCTURAL CONCRETESTRUCTURAL CONCRETESTRUCTURAL CONCRETESTRUCTURAL CONCRETE1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITIONS OF ACI 318 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITIONS OF ACI 318 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITIONS OF ACI 318 1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITIONS OF ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND THE ACI 302 "GUIDE FOR CONCRETE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND THE ACI 302 "GUIDE FOR CONCRETE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND THE ACI 302 "GUIDE FOR CONCRETE "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND THE ACI 302 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION".FLOOR AND SLAB CONSTRUCTION".FLOOR AND SLAB CONSTRUCTION".FLOOR AND SLAB CONSTRUCTION".2. SUBMIT FOR REVIEW CONCRETE DESIGN MIXES, INCLUDING REQUIRED BACK UP DATA, FOR EACH TYPE OF 2. SUBMIT FOR REVIEW CONCRETE DESIGN MIXES, INCLUDING REQUIRED BACK UP DATA, FOR EACH TYPE OF 2. SUBMIT FOR REVIEW CONCRETE DESIGN MIXES, INCLUDING REQUIRED BACK UP DATA, FOR EACH TYPE OF 2. SUBMIT FOR REVIEW CONCRETE DESIGN MIXES, INCLUDING REQUIRED BACK UP DATA, FOR EACH TYPE OF CONCRETE PROPOSED FOR USE IN THE WORK. PROVIDE AIRCONCRETE PROPOSED FOR USE IN THE WORK. PROVIDE AIRCONCRETE PROPOSED FOR USE IN THE WORK. PROVIDE AIRCONCRETE PROPOSED FOR USE IN THE WORK. PROVIDE AIR----ENTRAINING FOR ALL CONCRETE EXPOSED TO THE ENTRAINING FOR ALL CONCRETE EXPOSED TO THE ENTRAINING FOR ALL CONCRETE EXPOSED TO THE ENTRAINING FOR ALL CONCRETE EXPOSED TO THE WEATHER UNLESS NOTED OTHERWISE WITH A RANGE OF AIRWEATHER UNLESS NOTED OTHERWISE WITH A RANGE OF AIRWEATHER UNLESS NOTED OTHERWISE WITH A RANGE OF AIRWEATHER UNLESS NOTED OTHERWISE WITH A RANGE OF AIR----ENTRAINMENT OF BETWEEN 5% AND 7%.ENTRAINMENT OF BETWEEN 5% AND 7%.ENTRAINMENT OF BETWEEN 5% AND 7%.ENTRAINMENT OF BETWEEN 5% AND 7%.3. THE USE OF CALCIUM CHLORIDE IN ANY CONCRETE IS STRICTLY PROHIBITED.3. THE USE OF CALCIUM CHLORIDE IN ANY CONCRETE IS STRICTLY PROHIBITED.3. THE USE OF CALCIUM CHLORIDE IN ANY CONCRETE IS STRICTLY PROHIBITED.3. THE USE OF CALCIUM CHLORIDE IN ANY CONCRETE IS STRICTLY PROHIBITED.4. REFER ACI 305 FOR REQUIREMENTS FOR PLACING CONCRETE IN COLD WEATHER.4. REFER ACI 305 FOR REQUIREMENTS FOR PLACING CONCRETE IN COLD WEATHER.4. REFER ACI 305 FOR REQUIREMENTS FOR PLACING CONCRETE IN COLD WEATHER.4. REFER ACI 305 FOR REQUIREMENTS FOR PLACING CONCRETE IN COLD WEATHER.5. LOCATE JOINTS, IF PROVIDED, AT POINTS OF MINIMUM STRESS. HORIZONTAL JOINTS IN ANY CONCRETE 5. LOCATE JOINTS, IF PROVIDED, AT POINTS OF MINIMUM STRESS. HORIZONTAL JOINTS IN ANY CONCRETE 5. LOCATE JOINTS, IF PROVIDED, AT POINTS OF MINIMUM STRESS. HORIZONTAL JOINTS IN ANY CONCRETE 5. LOCATE JOINTS, IF PROVIDED, AT POINTS OF MINIMUM STRESS. HORIZONTAL JOINTS IN ANY CONCRETE POURS ARE NOT PERMITTED.POURS ARE NOT PERMITTED.POURS ARE NOT PERMITTED.POURS ARE NOT PERMITTED.6. CLEAN AND MOISTEN ALL CONSTRUCTION JOINTS IMMEDIATELY PRIOR TO PLACING FRESH CONCRETE.6. CLEAN AND MOISTEN ALL CONSTRUCTION JOINTS IMMEDIATELY PRIOR TO PLACING FRESH CONCRETE.6. CLEAN AND MOISTEN ALL CONSTRUCTION JOINTS IMMEDIATELY PRIOR TO PLACING FRESH CONCRETE.6. CLEAN AND MOISTEN ALL CONSTRUCTION JOINTS IMMEDIATELY PRIOR TO PLACING FRESH CONCRETE.7. WHERE WATERSTOPS ARE INDICATED ON PLANS, USE CONTINUOUS 6" PVC RIBBED STYLE.7. WHERE WATERSTOPS ARE INDICATED ON PLANS, USE CONTINUOUS 6" PVC RIBBED STYLE.7. WHERE WATERSTOPS ARE INDICATED ON PLANS, USE CONTINUOUS 6" PVC RIBBED STYLE.7. WHERE WATERSTOPS ARE INDICATED ON PLANS, USE CONTINUOUS 6" PVC RIBBED STYLE.8. REFER TO ACI 318, CHAPTER 7.7 FOR MINIMUM CONCRETE COVER REQUIREMENTS.8. REFER TO ACI 318, CHAPTER 7.7 FOR MINIMUM CONCRETE COVER REQUIREMENTS.8. REFER TO ACI 318, CHAPTER 7.7 FOR MINIMUM CONCRETE COVER REQUIREMENTS.8. REFER TO ACI 318, CHAPTER 7.7 FOR MINIMUM CONCRETE COVER REQUIREMENTS.9. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR CURBS, PADS, 9. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR CURBS, PADS, 9. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR CURBS, PADS, 9. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR CURBS, PADS, DEPRESSIONS, WALL/SLAB OPENINGS, SPECIAL FINISHES, ETC. PROVIDE ONLY THOSE OPENINGS SHOWN ON DEPRESSIONS, WALL/SLAB OPENINGS, SPECIAL FINISHES, ETC. PROVIDE ONLY THOSE OPENINGS SHOWN ON DEPRESSIONS, WALL/SLAB OPENINGS, SPECIAL FINISHES, ETC. PROVIDE ONLY THOSE OPENINGS SHOWN ON DEPRESSIONS, WALL/SLAB OPENINGS, SPECIAL FINISHES, ETC. PROVIDE ONLY THOSE OPENINGS SHOWN ON THE APPROVED SHOP DRAWINGS. REINFORCED BARS SHALL NOT BE CUT OR DISPLACED FOR THE WORK OF THE APPROVED SHOP DRAWINGS. REINFORCED BARS SHALL NOT BE CUT OR DISPLACED FOR THE WORK OF THE APPROVED SHOP DRAWINGS. REINFORCED BARS SHALL NOT BE CUT OR DISPLACED FOR THE WORK OF THE APPROVED SHOP DRAWINGS. REINFORCED BARS SHALL NOT BE CUT OR DISPLACED FOR THE WORK OF OTHER TRADES WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.OTHER TRADES WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.OTHER TRADES WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.OTHER TRADES WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.10. DETAIL, FABRICATE, LABEL, SUPPORT AND PLACE ALL CONCRETE REINFORCEMENT IN ACCORDANCE ACI 10. DETAIL, FABRICATE, LABEL, SUPPORT AND PLACE ALL CONCRETE REINFORCEMENT IN ACCORDANCE ACI 10. DETAIL, FABRICATE, LABEL, SUPPORT AND PLACE ALL CONCRETE REINFORCEMENT IN ACCORDANCE ACI 10. DETAIL, FABRICATE, LABEL, SUPPORT AND PLACE ALL CONCRETE REINFORCEMENT IN ACCORDANCE ACI 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" AND ACI 318.315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" AND ACI 318.315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" AND ACI 318.315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" AND ACI 318.11. SUBMIT FOR REVIEW DETAILED SHOP DRAWINGS INDICATING REINFORCEMENT SIZE, SPACING AND 11. SUBMIT FOR REVIEW DETAILED SHOP DRAWINGS INDICATING REINFORCEMENT SIZE, SPACING AND 11. SUBMIT FOR REVIEW DETAILED SHOP DRAWINGS INDICATING REINFORCEMENT SIZE, SPACING AND 11. SUBMIT FOR REVIEW DETAILED SHOP DRAWINGS INDICATING REINFORCEMENT SIZE, SPACING AND PLACEMENT PRIOR TO FABRICATION. INCLUDE DETAILS AND LOCATIONS OF ALL CURBS, CONSTRUCTION PLACEMENT PRIOR TO FABRICATION. INCLUDE DETAILS AND LOCATIONS OF ALL CURBS, CONSTRUCTION PLACEMENT PRIOR TO FABRICATION. INCLUDE DETAILS AND LOCATIONS OF ALL CURBS, CONSTRUCTION PLACEMENT PRIOR TO FABRICATION. INCLUDE DETAILS AND LOCATIONS OF ALL CURBS, CONSTRUCTION JOINTS, SLAB DEPRESSIONS, SLEEVES, OPENINGS, ETC.JOINTS, SLAB DEPRESSIONS, SLEEVES, OPENINGS, ETC.JOINTS, SLAB DEPRESSIONS, SLEEVES, OPENINGS, ETC.JOINTS, SLAB DEPRESSIONS, SLEEVES, OPENINGS, ETC.12. PROVIDE DOWELS, WHERE REQUIRED, TO MATCH MAIN REINFORCING SIZE AND SPACING.12. PROVIDE DOWELS, WHERE REQUIRED, TO MATCH MAIN REINFORCING SIZE AND SPACING.12. PROVIDE DOWELS, WHERE REQUIRED, TO MATCH MAIN REINFORCING SIZE AND SPACING.12. PROVIDE DOWELS, WHERE REQUIRED, TO MATCH MAIN REINFORCING SIZE AND SPACING.13. LAP WELDED WIRE FABRIC ONE FULL MESH PANEL TYPICALLY AND TWO MESH PANELS AT ALL 13. LAP WELDED WIRE FABRIC ONE FULL MESH PANEL TYPICALLY AND TWO MESH PANELS AT ALL 13. LAP WELDED WIRE FABRIC ONE FULL MESH PANEL TYPICALLY AND TWO MESH PANELS AT ALL 13. LAP WELDED WIRE FABRIC ONE FULL MESH PANEL TYPICALLY AND TWO MESH PANELS AT ALL CONSTRUCTION JOINTS AND TIE SECURELY. LAP ALL CONTINUOUS REINFORCEMENT SHOWN ON PLANS A CONSTRUCTION JOINTS AND TIE SECURELY. LAP ALL CONTINUOUS REINFORCEMENT SHOWN ON PLANS A CONSTRUCTION JOINTS AND TIE SECURELY. LAP ALL CONTINUOUS REINFORCEMENT SHOWN ON PLANS A CONSTRUCTION JOINTS AND TIE SECURELY. LAP ALL CONTINUOUS REINFORCEMENT SHOWN ON PLANS A MINIMUM OF 36 BAR DIAMETERS OR 24" WHICHEVER IS GREATER. LAP TOP BARS ONLY AT MIDSPAN AND MINIMUM OF 36 BAR DIAMETERS OR 24" WHICHEVER IS GREATER. LAP TOP BARS ONLY AT MIDSPAN AND MINIMUM OF 36 BAR DIAMETERS OR 24" WHICHEVER IS GREATER. LAP TOP BARS ONLY AT MIDSPAN AND MINIMUM OF 36 BAR DIAMETERS OR 24" WHICHEVER IS GREATER. LAP TOP BARS ONLY AT MIDSPAN AND BOTTOM BARS ONLY OVER SUPPORTS.BOTTOM BARS ONLY OVER SUPPORTS.BOTTOM BARS ONLY OVER SUPPORTS.BOTTOM BARS ONLY OVER SUPPORTS.14. PROVIDE ONLY CONCRETE AND REINFORCING MATERIAL OF THE TYPES AND GRADES LISTED IN THE TABLE 14. PROVIDE ONLY CONCRETE AND REINFORCING MATERIAL OF THE TYPES AND GRADES LISTED IN THE TABLE 14. PROVIDE ONLY CONCRETE AND REINFORCING MATERIAL OF THE TYPES AND GRADES LISTED IN THE TABLE 14. PROVIDE ONLY CONCRETE AND REINFORCING MATERIAL OF THE TYPES AND GRADES LISTED IN THE TABLE BELOWBELOWBELOWBELOWCONCRETE CONCRETE CONCRETE CONCRETE F'c (PSI)F'c (PSI)F'c (PSI)F'c (PSI)UNIT WEIGHT (PCF)UNIT WEIGHT (PCF)UNIT WEIGHT (PCF)UNIT WEIGHT (PCF)FOOTINGSFOOTINGSFOOTINGSFOOTINGS3000 PSI3000 PSI3000 PSI3000 PSI150 PCF150 PCF150 PCF150 PCFSLAB ON GRADESLAB ON GRADESLAB ON GRADESLAB ON GRADE4000 PSI4000 PSI4000 PSI4000 PSI150 PCF150 PCF150 PCF150 PCFALL OTHER CONCRETE ALL OTHER CONCRETE ALL OTHER CONCRETE ALL OTHER CONCRETE 3000PSI3000PSI3000PSI3000PSI150 PCF150 PCF150 PCF150 PCFREINFORCING BARSREINFORCING BARSREINFORCING BARSREINFORCING BARSASTM AASTM AASTM AASTM A----615 GRADE 60615 GRADE 60615 GRADE 60615 GRADE 60WELDED WIRE FABRIC WELDED WIRE FABRIC WELDED WIRE FABRIC WELDED WIRE FABRIC ASTM AASTM AASTM AASTM A----82 AND ASTM A82 AND ASTM A82 AND ASTM A82 AND ASTM A----185 FOR PLAIN BARS 185 FOR PLAIN BARS 185 FOR PLAIN BARS 185 FOR PLAIN BARS ----FIBERMESH REINF.FIBERMESH REINF.FIBERMESH REINF.FIBERMESH REINF.WELDABLE BARSWELDABLE BARSWELDABLE BARSWELDABLE BARSASTM AASTM AASTM AASTM A----70670670670615. BASEPLATES, ANCHOR BOLTS, SUPPORT ANGLES, ETC. BELOW GRAD SHALL BE COVERED WITH A MINIMUM 15. BASEPLATES, ANCHOR BOLTS, SUPPORT ANGLES, ETC. BELOW GRAD SHALL BE COVERED WITH A MINIMUM 15. BASEPLATES, ANCHOR BOLTS, SUPPORT ANGLES, ETC. BELOW GRAD SHALL BE COVERED WITH A MINIMUM 15. BASEPLATES, ANCHOR BOLTS, SUPPORT ANGLES, ETC. BELOW GRAD SHALL BE COVERED WITH A MINIMUM OF 3 INCHES OF CONCRETEOF 3 INCHES OF CONCRETEOF 3 INCHES OF CONCRETEOF 3 INCHES OF CONCRETESECTION 06100 SECTION 06100 SECTION 06100 SECTION 06100 ----ROUGH CARPENTRY (CONT.)ROUGH CARPENTRY (CONT.)ROUGH CARPENTRY (CONT.)ROUGH CARPENTRY (CONT.)2.32.32.32.3LUMBERLUMBERLUMBERLUMBERA. A. A. A. DIMENSION LUMBER: THE FOLLOWING GRADES ARE PER INSPECTION AGENCY INDICATED:DIMENSION LUMBER: THE FOLLOWING GRADES ARE PER INSPECTION AGENCY INDICATED:DIMENSION LUMBER: THE FOLLOWING GRADES ARE PER INSPECTION AGENCY INDICATED:DIMENSION LUMBER: THE FOLLOWING GRADES ARE PER INSPECTION AGENCY INDICATED:1. 1. 1. 1. NONNONNONNON----LOADLOADLOADLOAD----BEARING INTERIOR PARTITIONS: CONSTRUCTIONBEARING INTERIOR PARTITIONS: CONSTRUCTIONBEARING INTERIOR PARTITIONS: CONSTRUCTIONBEARING INTERIOR PARTITIONS: CONSTRUCTION2. 2. 2. 2. FRAMING OTHER THAN NONFRAMING OTHER THAN NONFRAMING OTHER THAN NONFRAMING OTHER THAN NON----LOADLOADLOADLOAD----BEARING PARTITIONS: NO. 2.BEARING PARTITIONS: NO. 2.BEARING PARTITIONS: NO. 2.BEARING PARTITIONS: NO. 2.B. B. B. B. MISCELLANEOUS LUMBER: CONSTRUCTION, STUD, OR NO. 3 GRADE OF ANY SPECIES FOR NAILERS, MISCELLANEOUS LUMBER: CONSTRUCTION, STUD, OR NO. 3 GRADE OF ANY SPECIES FOR NAILERS, MISCELLANEOUS LUMBER: CONSTRUCTION, STUD, OR NO. 3 GRADE OF ANY SPECIES FOR NAILERS, MISCELLANEOUS LUMBER: CONSTRUCTION, STUD, OR NO. 3 GRADE OF ANY SPECIES FOR NAILERS, BLOCKING, AND SIMILAR MEMBERS.BLOCKING, AND SIMILAR MEMBERS.BLOCKING, AND SIMILAR MEMBERS.BLOCKING, AND SIMILAR MEMBERS.2.42.42.42.4PANEL PRODUCTSPANEL PRODUCTSPANEL PRODUCTSPANEL PRODUCTSA. A. A. A. NOT APPLICABLENOT APPLICABLENOT APPLICABLENOT APPLICABLE2.52.52.52.5MISCELLANEOUS PRODUCTSMISCELLANEOUS PRODUCTSMISCELLANEOUS PRODUCTSMISCELLANEOUS PRODUCTSA. A. A. A. FASTENERS: SIZE AND TYPE INDICATED. WHERE ROUGH CARPENTRY IS EXPOSED FASTENERS: SIZE AND TYPE INDICATED. WHERE ROUGH CARPENTRY IS EXPOSED FASTENERS: SIZE AND TYPE INDICATED. WHERE ROUGH CARPENTRY IS EXPOSED FASTENERS: SIZE AND TYPE INDICATED. WHERE ROUGH CARPENTRY IS EXPOSED TO WEATHER, IN TO WEATHER, IN TO WEATHER, IN TO WEATHER, IN GROUND CONTACT, OR IN AREA OF HIGH RELATIVE HUMIDITY, PROVIDE FASTENERS WITH HOTGROUND CONTACT, OR IN AREA OF HIGH RELATIVE HUMIDITY, PROVIDE FASTENERS WITH HOTGROUND CONTACT, OR IN AREA OF HIGH RELATIVE HUMIDITY, PROVIDE FASTENERS WITH HOTGROUND CONTACT, OR IN AREA OF HIGH RELATIVE HUMIDITY, PROVIDE FASTENERS WITH HOT----DIP DIP DIP DIP ZINC COATING COMPLYING WITH ASTM A153/A153M.ZINC COATING COMPLYING WITH ASTM A153/A153M.ZINC COATING COMPLYING WITH ASTM A153/A153M.ZINC COATING COMPLYING WITH ASTM A153/A153M.1. 1. 1. 1. POWERPOWERPOWERPOWER----DRIVEN FASTENERS: CABO NERDRIVEN FASTENERS: CABO NERDRIVEN FASTENERS: CABO NERDRIVEN FASTENERS: CABO NER----272.272.272.272.2. 2. 2. 2. BOLTS: STEEL BOLTS COMPLYING WITH ASTM A 307, GRADE A; WITH ASTM A 563 HEX NUTS BOLTS: STEEL BOLTS COMPLYING WITH ASTM A 307, GRADE A; WITH ASTM A 563 HEX NUTS BOLTS: STEEL BOLTS COMPLYING WITH ASTM A 307, GRADE A; WITH ASTM A 563 HEX NUTS BOLTS: STEEL BOLTS COMPLYING WITH ASTM A 307, GRADE A; WITH ASTM A 563 HEX NUTS AND, WHERE INDICATED, FLAT WASHERS.AND, WHERE INDICATED, FLAT WASHERS.AND, WHERE INDICATED, FLAT WASHERS.AND, WHERE INDICATED, FLAT WASHERS.B. B. B. B. METAL FRAMING ANCHORS: HOTMETAL FRAMING ANCHORS: HOTMETAL FRAMING ANCHORS: HOTMETAL FRAMING ANCHORS: HOT----DIP GALVANIZED STEEL OF STRUCTURAL CAPACITY, TYPE, AND SIZE DIP GALVANIZED STEEL OF STRUCTURAL CAPACITY, TYPE, AND SIZE DIP GALVANIZED STEEL OF STRUCTURAL CAPACITY, TYPE, AND SIZE DIP GALVANIZED STEEL OF STRUCTURAL CAPACITY, TYPE, AND SIZE INDICATED.INDICATED.INDICATED.INDICATED.C. C. C. C. BUILDING WRAP: NOT APPLICABLEBUILDING WRAP: NOT APPLICABLEBUILDING WRAP: NOT APPLICABLEBUILDING WRAP: NOT APPLICABLED. D. D. D. SILLSILLSILLSILL----SEALER: NOT APPLICABLESEALER: NOT APPLICABLESEALER: NOT APPLICABLESEALER: NOT APPLICABLEE. E. E. E. ADHESIVES FOR FIELD GLUING PANELS TO FRAMING: APA AFGADHESIVES FOR FIELD GLUING PANELS TO FRAMING: APA AFGADHESIVES FOR FIELD GLUING PANELS TO FRAMING: APA AFGADHESIVES FOR FIELD GLUING PANELS TO FRAMING: APA AFG----01.01.01.01.PART 3 PART 3 PART 3 PART 3 ----EXECUTIONEXECUTIONEXECUTIONEXECUTION3.13.13.13.1INSTALLATIONINSTALLATIONINSTALLATIONINSTALLATIONA. A. A. A. SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB, TRUE TO LINE, TRUE TO LINE, TRUE TO LINE, TRUE TO LINE, CUT, AND FITTED. FIT CARPENTRY TO OTHER CONSTRUCTION; SCRIBE AND COPE FOR ACCURATE FIT. CUT, AND FITTED. FIT CARPENTRY TO OTHER CONSTRUCTION; SCRIBE AND COPE FOR ACCURATE FIT. CUT, AND FITTED. FIT CARPENTRY TO OTHER CONSTRUCTION; SCRIBE AND COPE FOR ACCURATE FIT. CUT, AND FITTED. FIT CARPENTRY TO OTHER CONSTRUCTION; SCRIBE AND COPE FOR ACCURATE FIT. LOCATE NAILERS, BLOCKING, AND SIMILAR SUPPORTS TO COMPLY WITH REQUIREMENTS FOR LOCATE NAILERS, BLOCKING, AND SIMILAR SUPPORTS TO COMPLY WITH REQUIREMENTS FOR LOCATE NAILERS, BLOCKING, AND SIMILAR SUPPORTS TO COMPLY WITH REQUIREMENTS FOR LOCATE NAILERS, BLOCKING, AND SIMILAR SUPPORTS TO COMPLY WITH REQUIREMENTS FOR ATTACHING OTHER CONSTRUCTION.ATTACHING OTHER CONSTRUCTION.ATTACHING OTHER CONSTRUCTION.ATTACHING OTHER CONSTRUCTION.B. B. B. B. SECURELY ATTACH ROUGH CARPENTRY TO SUBSTRATES, COMPLYING WITH APPLICABLE CODES AND SECURELY ATTACH ROUGH CARPENTRY TO SUBSTRATES, COMPLYING WITH APPLICABLE CODES AND SECURELY ATTACH ROUGH CARPENTRY TO SUBSTRATES, COMPLYING WITH APPLICABLE CODES AND SECURELY ATTACH ROUGH CARPENTRY TO SUBSTRATES, COMPLYING WITH APPLICABLE CODES AND RECOGNIZED STANDARDS AND THE FOLLOWING:RECOGNIZED STANDARDS AND THE FOLLOWING:RECOGNIZED STANDARDS AND THE FOLLOWING:RECOGNIZED STANDARDS AND THE FOLLOWING:1. 1. 1. 1. CABO NERCABO NERCABO NERCABO NER----272 FOR POWER272 FOR POWER272 FOR POWER272 FOR POWER----DRIVEN FASTENERS.DRIVEN FASTENERS.DRIVEN FASTENERS.DRIVEN FASTENERS.2. 2. 2. 2. PUBLISHED REQUIREMENTS OF METAL FRAMING ANCHOR MANUFACTURER.PUBLISHED REQUIREMENTS OF METAL FRAMING ANCHOR MANUFACTURER.PUBLISHED REQUIREMENTS OF METAL FRAMING ANCHOR MANUFACTURER.PUBLISHED REQUIREMENTS OF METAL FRAMING ANCHOR MANUFACTURER.3. 3. 3. 3. IBC 2003IBC 2003IBC 2003IBC 2003C. C. C. C. FASTENING METHODS: COMPLY WITH RECOMMENDATIONS IN APA'S FORM E30T "ENGINEERED WOOD FASTENING METHODS: COMPLY WITH RECOMMENDATIONS IN APA'S FORM E30T "ENGINEERED WOOD FASTENING METHODS: COMPLY WITH RECOMMENDATIONS IN APA'S FORM E30T "ENGINEERED WOOD FASTENING METHODS: COMPLY WITH RECOMMENDATIONS IN APA'S FORM E30T "ENGINEERED WOOD CONSTRUCTION GUIDE" AND THE FOLLOWING:CONSTRUCTION GUIDE" AND THE FOLLOWING:CONSTRUCTION GUIDE" AND THE FOLLOWING:CONSTRUCTION GUIDE" AND THE FOLLOWING:1. 1. 1. 1. COMBINATION SUBFLOORINGCOMBINATION SUBFLOORINGCOMBINATION SUBFLOORINGCOMBINATION SUBFLOORING----UNDERLAYMENT: NOT APPLICABLEUNDERLAYMENT: NOT APPLICABLEUNDERLAYMENT: NOT APPLICABLEUNDERLAYMENT: NOT APPLICABLED. D. D. D. COUNTERSINK NAIL HEADS ON EXPOSED CARPENTRY WORK AND FILL HOLES WITH WOOD FILLER.COUNTERSINK NAIL HEADS ON EXPOSED CARPENTRY WORK AND FILL HOLES WITH WOOD FILLER.COUNTERSINK NAIL HEADS ON EXPOSED CARPENTRY WORK AND FILL HOLES WITH WOOD FILLER.COUNTERSINK NAIL HEADS ON EXPOSED CARPENTRY WORK AND FILL HOLES WITH WOOD FILLER.E. E. E. E. INSTALLATION OF PANEL PRODUCTS: COMPLY WITH RECOMMENDATIONS AND "CODE PLUS" INSTALLATION OF PANEL PRODUCTS: COMPLY WITH RECOMMENDATIONS AND "CODE PLUS" INSTALLATION OF PANEL PRODUCTS: COMPLY WITH RECOMMENDATIONS AND "CODE PLUS" INSTALLATION OF PANEL PRODUCTS: COMPLY WITH RECOMMENDATIONS AND "CODE PLUS" PROVISIONS IN APA FORM NO. E30KPROVISIONS IN APA FORM NO. E30KPROVISIONS IN APA FORM NO. E30KPROVISIONS IN APA FORM NO. E30KF. F. F. F. INSTALL WOOD TRIM WITH MINIMUM NUMBER OF JOINTS PRACTICAL, USING FULLINSTALL WOOD TRIM WITH MINIMUM NUMBER OF JOINTS PRACTICAL, USING FULLINSTALL WOOD TRIM WITH MINIMUM NUMBER OF JOINTS PRACTICAL, USING FULLINSTALL WOOD TRIM WITH MINIMUM NUMBER OF JOINTS PRACTICAL, USING FULL----LENGTH PIECES LENGTH PIECES LENGTH PIECES LENGTH PIECES FROM MAXIMUM LENGTHS OF LUMBER AVAILABLE. COPE AT RETURNS AND MITER AT CORNERS TO FROM MAXIMUM LENGTHS OF LUMBER AVAILABLE. COPE AT RETURNS AND MITER AT CORNERS TO FROM MAXIMUM LENGTHS OF LUMBER AVAILABLE. COPE AT RETURNS AND MITER AT CORNERS TO FROM MAXIMUM LENGTHS OF LUMBER AVAILABLE. COPE AT RETURNS AND MITER AT CORNERS TO PRODUCE TIGHTPRODUCE TIGHTPRODUCE TIGHTPRODUCE TIGHT----FITTING JOINTS WITH FULLFITTING JOINTS WITH FULLFITTING JOINTS WITH FULLFITTING JOINTS WITH FULL----SURFACE CONTACT THROUGHOUT LENGTH OF JOINT. SURFACE CONTACT THROUGHOUT LENGTH OF JOINT. SURFACE CONTACT THROUGHOUT LENGTH OF JOINT. SURFACE CONTACT THROUGHOUT LENGTH OF JOINT. USE SCARF JOINTS FOR ENDUSE SCARF JOINTS FOR ENDUSE SCARF JOINTS FOR ENDUSE SCARF JOINTS FOR END----TOTOTOTO----END JOINTS.END JOINTS.END JOINTS.END JOINTS.SECTION 06200 SECTION 06200 SECTION 06200 SECTION 06200 ----FINISH CARPENTRYFINISH CARPENTRYFINISH CARPENTRYFINISH CARPENTRYPART 1 PART 1 PART 1 PART 1 ----GENERAL (NOT APPLICABLE)GENERAL (NOT APPLICABLE)GENERAL (NOT APPLICABLE)GENERAL (NOT APPLICABLE)PART 2 PART 2 PART 2 PART 2 ----PRODUCTSPRODUCTSPRODUCTSPRODUCTS2.12.12.12.1MATERIALS, GENERALMATERIALS, GENERALMATERIALS, GENERALMATERIALS, GENERALA.A.A.A.LUMBER: DOC PS 20 AND GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY AMERICAN LUMBER: DOC PS 20 AND GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY AMERICAN LUMBER: DOC PS 20 AND GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY AMERICAN LUMBER: DOC PS 20 AND GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY AMERICAN LUMBER STANDARDS COMMITTEE BOARD OF REVIEW.LUMBER STANDARDS COMMITTEE BOARD OF REVIEW.LUMBER STANDARDS COMMITTEE BOARD OF REVIEW.LUMBER STANDARDS COMMITTEE BOARD OF REVIEW.PART 3 PART 3 PART 3 PART 3 ----EXECUTIONEXECUTIONEXECUTIONEXECUTION3.13.13.13.1INSTALLATIONINSTALLATIONINSTALLATIONINSTALLATIONA.A.A.A.CONDITION FINISH CARPENTRY IN INSTALLATION AREAS FOR 24 HOURS BEFORE INSTALLING.CONDITION FINISH CARPENTRY IN INSTALLATION AREAS FOR 24 HOURS BEFORE INSTALLING.CONDITION FINISH CARPENTRY IN INSTALLATION AREAS FOR 24 HOURS BEFORE INSTALLING.CONDITION FINISH CARPENTRY IN INSTALLATION AREAS FOR 24 HOURS BEFORE INSTALLING.B.B.B.B.PRIME AND BACKPRIME LUMBER FOR PAINTED FINISH EXPOSED ON THE EXTERIOR.PRIME AND BACKPRIME LUMBER FOR PAINTED FINISH EXPOSED ON THE EXTERIOR.PRIME AND BACKPRIME LUMBER FOR PAINTED FINISH EXPOSED ON THE EXTERIOR.PRIME AND BACKPRIME LUMBER FOR PAINTED FINISH EXPOSED ON THE EXTERIOR.C.C.C.C.INSTALL FINISH CARPENTRY LEVEL, PLUMB, TRUE, AND ALIGNED WITH ADJACENT MATERIALS. INSTALL FINISH CARPENTRY LEVEL, PLUMB, TRUE, AND ALIGNED WITH ADJACENT MATERIALS. INSTALL FINISH CARPENTRY LEVEL, PLUMB, TRUE, AND ALIGNED WITH ADJACENT MATERIALS. INSTALL FINISH CARPENTRY LEVEL, PLUMB, TRUE, AND ALIGNED WITH ADJACENT MATERIALS. SCRIBE AND CUT TO FIT ADJOINING WORK. REFINISH AND SEAL CUTS.SCRIBE AND CUT TO FIT ADJOINING WORK. REFINISH AND SEAL CUTS.SCRIBE AND CUT TO FIT ADJOINING WORK. REFINISH AND SEAL CUTS.SCRIBE AND CUT TO FIT ADJOINING WORK. REFINISH AND SEAL CUTS.D.D.D.D.INSTALL STANDING AND RUNNING TRIM WITH MINIMUM NUMBER OF JOINTS PRACTICAL, USING INSTALL STANDING AND RUNNING TRIM WITH MINIMUM NUMBER OF JOINTS PRACTICAL, USING INSTALL STANDING AND RUNNING TRIM WITH MINIMUM NUMBER OF JOINTS PRACTICAL, USING INSTALL STANDING AND RUNNING TRIM WITH MINIMUM NUMBER OF JOINTS PRACTICAL, USING FULLFULLFULLFULL----LENGTH PIECES FROM MAXIMUM LENGTHS OF LUMBER AVAILABLE. STAGGER JOINTS IN LENGTH PIECES FROM MAXIMUM LENGTHS OF LUMBER AVAILABLE. STAGGER JOINTS IN LENGTH PIECES FROM MAXIMUM LENGTHS OF LUMBER AVAILABLE. STAGGER JOINTS IN LENGTH PIECES FROM MAXIMUM LENGTHS OF LUMBER AVAILABLE. STAGGER JOINTS IN ADJACENT AND RELATED TRIM. COPE AT RETURNS AND MITER AT CORNERS.ADJACENT AND RELATED TRIM. COPE AT RETURNS AND MITER AT CORNERS.ADJACENT AND RELATED TRIM. COPE AT RETURNS AND MITER AT CORNERS.ADJACENT AND RELATED TRIM. COPE AT RETURNS AND MITER AT CORNERS.SECTION 08211 SECTION 08211 SECTION 08211 SECTION 08211 ----FLUSH WOOD DOORSFLUSH WOOD DOORSFLUSH WOOD DOORSFLUSH WOOD DOORSPART 1 PART 1 PART 1 PART 1 ----GENERALGENERALGENERALGENERAL1.11.11.11.1SECTION REQUIREMENTSSECTION REQUIREMENTSSECTION REQUIREMENTSSECTION REQUIREMENTSA. A. A. A. SUBMITTALS: SAMPLES FOR FACTORYSUBMITTALS: SAMPLES FOR FACTORYSUBMITTALS: SAMPLES FOR FACTORYSUBMITTALS: SAMPLES FOR FACTORY----FINISHED DOORS.FINISHED DOORS.FINISHED DOORS.FINISHED DOORS.B. B. B. B. QUALITY STANDARD: NWWDA I.S.1QUALITY STANDARD: NWWDA I.S.1QUALITY STANDARD: NWWDA I.S.1QUALITY STANDARD: NWWDA I.S.1----A.A.A.A.C. C. C. C. FIREFIREFIREFIRE----RATED WOOD DOORS: LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO RATED WOOD DOORS: LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO RATED WOOD DOORS: LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO RATED WOOD DOORS: LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION BASED ON TESTING PER NFPA 252 AT ATMOSPHERIC PRESSURE.AUTHORITIES HAVING JURISDICTION BASED ON TESTING PER NFPA 252 AT ATMOSPHERIC PRESSURE.AUTHORITIES HAVING JURISDICTION BASED ON TESTING PER NFPA 252 AT ATMOSPHERIC PRESSURE.AUTHORITIES HAVING JURISDICTION BASED ON TESTING PER NFPA 252 AT ATMOSPHERIC PRESSURE.PART 2 PART 2 PART 2 PART 2 ----PRODUCTSPRODUCTSPRODUCTSPRODUCTS2.12.12.12.1FLUSH WOOD DOORSFLUSH WOOD DOORSFLUSH WOOD DOORSFLUSH WOOD DOORSA. A. A. A. DOORS FOR TRANSPARENT FINISH: CUSTOM GRADE.DOORS FOR TRANSPARENT FINISH: CUSTOM GRADE.DOORS FOR TRANSPARENT FINISH: CUSTOM GRADE.DOORS FOR TRANSPARENT FINISH: CUSTOM GRADE.1. 1. 1. 1. FACES: TO BE SELECTED BY ARCHITECTFACES: TO BE SELECTED BY ARCHITECTFACES: TO BE SELECTED BY ARCHITECTFACES: TO BE SELECTED BY ARCHITECT2. 2. 2. 2. PAIR MATCHING.PAIR MATCHING.PAIR MATCHING.PAIR MATCHING.B. B. B. B. INTERIOR VENEERINTERIOR VENEERINTERIOR VENEERINTERIOR VENEER----FACED SOLIDFACED SOLIDFACED SOLIDFACED SOLID----CORE DOORS: FIVECORE DOORS: FIVECORE DOORS: FIVECORE DOORS: FIVE----PLY, PARTICLEBOARD CORES.PLY, PARTICLEBOARD CORES.PLY, PARTICLEBOARD CORES.PLY, PARTICLEBOARD CORES.C. C. C. C. PROVIDE BLOCKING IN PARTICLEBOARD CORES OR PROVIDE DOORS WITH CLOSERS EXIT DEVICES PROVIDE BLOCKING IN PARTICLEBOARD CORES OR PROVIDE DOORS WITH CLOSERS EXIT DEVICES PROVIDE BLOCKING IN PARTICLEBOARD CORES OR PROVIDE DOORS WITH CLOSERS EXIT DEVICES PROVIDE BLOCKING IN PARTICLEBOARD CORES OR PROVIDE DOORS WITH CLOSERS EXIT DEVICES AND KICK PLATES.AND KICK PLATES.AND KICK PLATES.AND KICK PLATES.D. D. D. D. FIREFIREFIREFIRE----RATED SOLIDRATED SOLIDRATED SOLIDRATED SOLID----CORE DOORS: CORE CONSTRUCTION TO PROVIDE FIRE RATING INDICATED, FACES CORE DOORS: CORE CONSTRUCTION TO PROVIDE FIRE RATING INDICATED, FACES CORE DOORS: CORE CONSTRUCTION TO PROVIDE FIRE RATING INDICATED, FACES CORE DOORS: CORE CONSTRUCTION TO PROVIDE FIRE RATING INDICATED, FACES AND GRADE TO MATCH NONAND GRADE TO MATCH NONAND GRADE TO MATCH NONAND GRADE TO MATCH NON----FIREFIREFIREFIRE----RATED DOORS.RATED DOORS.RATED DOORS.RATED DOORS.1. 1. 1. 1. COMPOSITE BLOCKING WHERE REQUIRED TO ELIMINATE THROUGHCOMPOSITE BLOCKING WHERE REQUIRED TO ELIMINATE THROUGHCOMPOSITE BLOCKING WHERE REQUIRED TO ELIMINATE THROUGHCOMPOSITE BLOCKING WHERE REQUIRED TO ELIMINATE THROUGH----BOLTING HARDWARE.BOLTING HARDWARE.BOLTING HARDWARE.BOLTING HARDWARE.2. 2. 2. 2. LAMINATEDLAMINATEDLAMINATEDLAMINATED----EDGE CONSTRUCTION.EDGE CONSTRUCTION.EDGE CONSTRUCTION.EDGE CONSTRUCTION.3. 3. 3. 3. FORMEDFORMEDFORMEDFORMED----STEEL EDGES AND ASTRAGALS FOR PAIRS OF FIRESTEEL EDGES AND ASTRAGALS FOR PAIRS OF FIRESTEEL EDGES AND ASTRAGALS FOR PAIRS OF FIRESTEEL EDGES AND ASTRAGALS FOR PAIRS OF FIRE----RATED DOORS.RATED DOORS.RATED DOORS.RATED DOORS.2.22.22.22.2FABRICATION AND FINISHINGFABRICATION AND FINISHINGFABRICATION AND FINISHINGFABRICATION AND FINISHINGA. A. A. A. FACTORY FIT DOORS TO SUIT FRAMEFACTORY FIT DOORS TO SUIT FRAMEFACTORY FIT DOORS TO SUIT FRAMEFACTORY FIT DOORS TO SUIT FRAME----OPENING SIZES INDICATED AND TO COMPLY WITH REFERENCED OPENING SIZES INDICATED AND TO COMPLY WITH REFERENCED OPENING SIZES INDICATED AND TO COMPLY WITH REFERENCED OPENING SIZES INDICATED AND TO COMPLY WITH REFERENCED QUALITY STANDARD.QUALITY STANDARD.QUALITY STANDARD.QUALITY STANDARD.1. 1. 1. 1. COMPLY WITH NFPA 80 FOR FIRECOMPLY WITH NFPA 80 FOR FIRECOMPLY WITH NFPA 80 FOR FIRECOMPLY WITH NFPA 80 FOR FIRE----RESISTANCERESISTANCERESISTANCERESISTANCE----RATED DOORS.RATED DOORS.RATED DOORS.RATED DOORS.B. B. B. B. FACTORY MACHINE DOORS FOR HARDWARE THAT IS NOT SURFACE APPLIED.FACTORY MACHINE DOORS FOR HARDWARE THAT IS NOT SURFACE APPLIED.FACTORY MACHINE DOORS FOR HARDWARE THAT IS NOT SURFACE APPLIED.FACTORY MACHINE DOORS FOR HARDWARE THAT IS NOT SURFACE APPLIED.C. C. C. C. CUT AND TRIM OPENINGS TO COMPLY WITH REFERENCED STANDARDS.CUT AND TRIM OPENINGS TO COMPLY WITH REFERENCED STANDARDS.CUT AND TRIM OPENINGS TO COMPLY WITH REFERENCED STANDARDS.CUT AND TRIM OPENINGS TO COMPLY WITH REFERENCED STANDARDS.1. 1. 1. 1. TRIM LIGHT OPENINGS WITH MOLDINGS INDICATED.TRIM LIGHT OPENINGS WITH MOLDINGS INDICATED.TRIM LIGHT OPENINGS WITH MOLDINGS INDICATED.TRIM LIGHT OPENINGS WITH MOLDINGS INDICATED.D. D. D. D. FACTORY DOORS INDICATED FOR TRANSPARENT FINISH WITH STAIN AND MANUFACTURER'S FACTORY DOORS INDICATED FOR TRANSPARENT FINISH WITH STAIN AND MANUFACTURER'S FACTORY DOORS INDICATED FOR TRANSPARENT FINISH WITH STAIN AND MANUFACTURER'S FACTORY DOORS INDICATED FOR TRANSPARENT FINISH WITH STAIN AND MANUFACTURER'S STANDARD FINISH COMPARABLE TO AWI SYSTEM TRSTANDARD FINISH COMPARABLE TO AWI SYSTEM TRSTANDARD FINISH COMPARABLE TO AWI SYSTEM TRSTANDARD FINISH COMPARABLE TO AWI SYSTEM TR----6, CATALYZED POLYURETHANE.6, CATALYZED POLYURETHANE.6, CATALYZED POLYURETHANE.6, CATALYZED POLYURETHANE.PART 3 PART 3 PART 3 PART 3 ----EXECUTIONEXECUTIONEXECUTIONEXECUTION3.13.13.13.1INSTALLATIONINSTALLATIONINSTALLATIONINSTALLATIONA. A. A. A. COMPLY WITH WDMA'S "HOW TO STORE, HANDLE, FINISH, INSTALL, AND MAINTAIN WOOD DOORS."COMPLY WITH WDMA'S "HOW TO STORE, HANDLE, FINISH, INSTALL, AND MAINTAIN WOOD DOORS."COMPLY WITH WDMA'S "HOW TO STORE, HANDLE, FINISH, INSTALL, AND MAINTAIN WOOD DOORS."COMPLY WITH WDMA'S "HOW TO STORE, HANDLE, FINISH, INSTALL, AND MAINTAIN WOOD DOORS."B. B. B. B. INSTALL FIREINSTALL FIREINSTALL FIREINSTALL FIRE----RATED DOORS TO COMPLY WITH NFPA 80.RATED DOORS TO COMPLY WITH NFPA 80.RATED DOORS TO COMPLY WITH NFPA 80.RATED DOORS TO COMPLY WITH NFPA 80.C. C. C. C. REPAIR, REFINISH, OR REPLACE FACTORYREPAIR, REFINISH, OR REPLACE FACTORYREPAIR, REFINISH, OR REPLACE FACTORYREPAIR, REFINISH, OR REPLACE FACTORY----FINISHED DOORS DAMAGED DURING INSTALLATION, AS FINISHED DOORS DAMAGED DURING INSTALLATION, AS FINISHED DOORS DAMAGED DURING INSTALLATION, AS FINISHED DOORS DAMAGED DURING INSTALLATION, AS DIRECTED BY ARCHITECT.DIRECTED BY ARCHITECT.DIRECTED BY ARCHITECT.DIRECTED BY ARCHITECT.SECTION 06100 SECTION 06100 SECTION 06100 SECTION 06100 ----ROUGH CARPENTRY ROUGH CARPENTRY ROUGH CARPENTRY ROUGH CARPENTRY PART 1 PART 1 PART 1 PART 1 ----GENERALGENERALGENERALGENERALPART 2 PART 2 PART 2 PART 2 ----PRODUCTSPRODUCTSPRODUCTSPRODUCTS2.12.12.12.1WOOD PRODUCTS, GENERALWOOD PRODUCTS, GENERALWOOD PRODUCTS, GENERALWOOD PRODUCTS, GENERALA. A. A. A. LUMBER: PROVIDE DRESSED LUMBER, S4S, 19 PERCENT MAXIMUM MOISTURE CONTENT FOR 2LUMBER: PROVIDE DRESSED LUMBER, S4S, 19 PERCENT MAXIMUM MOISTURE CONTENT FOR 2LUMBER: PROVIDE DRESSED LUMBER, S4S, 19 PERCENT MAXIMUM MOISTURE CONTENT FOR 2LUMBER: PROVIDE DRESSED LUMBER, S4S, 19 PERCENT MAXIMUM MOISTURE CONTENT FOR 2----INCH INCH INCH INCH NOMINAL THICKNESS OR LESS, MARKED WITH GRADE STAMP OF INSPECTION AGENCY.NOMINAL THICKNESS OR LESS, MARKED WITH GRADE STAMP OF INSPECTION AGENCY.NOMINAL THICKNESS OR LESS, MARKED WITH GRADE STAMP OF INSPECTION AGENCY.NOMINAL THICKNESS OR LESS, MARKED WITH GRADE STAMP OF INSPECTION AGENCY.B. B. B. B. ENGINEERED WOOD PRODUCTS: ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND FOR WHICH ENGINEERED WOOD PRODUCTS: ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND FOR WHICH ENGINEERED WOOD PRODUCTS: ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND FOR WHICH ENGINEERED WOOD PRODUCTS: ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND FOR WHICH CURRENT MODEL CODE RESEARCH OR EVALUATION REPORTS EXIST THAT SHOW COMPLIANCE WITH CURRENT MODEL CODE RESEARCH OR EVALUATION REPORTS EXIST THAT SHOW COMPLIANCE WITH CURRENT MODEL CODE RESEARCH OR EVALUATION REPORTS EXIST THAT SHOW COMPLIANCE WITH CURRENT MODEL CODE RESEARCH OR EVALUATION REPORTS EXIST THAT SHOW COMPLIANCE WITH BUILDING CODE IN EFFECT FOR PROJECT.BUILDING CODE IN EFFECT FOR PROJECT.BUILDING CODE IN EFFECT FOR PROJECT.BUILDING CODE IN EFFECT FOR PROJECT.C. C. C. C. TIMBER: ALL NEW TIMBER STRUCTURAL MEMBERS SHALL BE SOUTHERN PINE STRUCTURAL GRADE # 1 TIMBER: ALL NEW TIMBER STRUCTURAL MEMBERS SHALL BE SOUTHERN PINE STRUCTURAL GRADE # 1 TIMBER: ALL NEW TIMBER STRUCTURAL MEMBERS SHALL BE SOUTHERN PINE STRUCTURAL GRADE # 1 TIMBER: ALL NEW TIMBER STRUCTURAL MEMBERS SHALL BE SOUTHERN PINE STRUCTURAL GRADE # 1 MIN.MIN.MIN.MIN.D. D. D. D. WOOD STRUCTURAL PANELS: DOC PS 2. PROVIDE PLYWOOD COMPLYING WITH DOC PS 1, WHERE WOOD STRUCTURAL PANELS: DOC PS 2. PROVIDE PLYWOOD COMPLYING WITH DOC PS 1, WHERE WOOD STRUCTURAL PANELS: DOC PS 2. PROVIDE PLYWOOD COMPLYING WITH DOC PS 1, WHERE WOOD STRUCTURAL PANELS: DOC PS 2. PROVIDE PLYWOOD COMPLYING WITH DOC PS 1, WHERE PLYWOOD IS INDICATED.PLYWOOD IS INDICATED.PLYWOOD IS INDICATED.PLYWOOD IS INDICATED.1. 1. 1. 1. COMPLY WITH APA'S FORM E30T "ENGINEERED WOOD CONSTRUCTION GUIDE"COMPLY WITH APA'S FORM E30T "ENGINEERED WOOD CONSTRUCTION GUIDE"COMPLY WITH APA'S FORM E30T "ENGINEERED WOOD CONSTRUCTION GUIDE"COMPLY WITH APA'S FORM E30T "ENGINEERED WOOD CONSTRUCTION GUIDE"2.22.22.22.2TREATED MATERIALSTREATED MATERIALSTREATED MATERIALSTREATED MATERIALSA. A. A. A. PRESERVATIVEPRESERVATIVEPRESERVATIVEPRESERVATIVE----TREATED MATERIALS: AWPA C2 LUMBER AND AWPA C9 PLYWOOD, LABELED BY AN TREATED MATERIALS: AWPA C2 LUMBER AND AWPA C9 PLYWOOD, LABELED BY AN TREATED MATERIALS: AWPA C2 LUMBER AND AWPA C9 PLYWOOD, LABELED BY AN TREATED MATERIALS: AWPA C2 LUMBER AND AWPA C9 PLYWOOD, LABELED BY AN INSPECTION AGENCY APPROVED BY ALSC'S BOARD OF REVIEW. AFTER TREATMENT, KILNINSPECTION AGENCY APPROVED BY ALSC'S BOARD OF REVIEW. AFTER TREATMENT, KILNINSPECTION AGENCY APPROVED BY ALSC'S BOARD OF REVIEW. AFTER TREATMENT, KILNINSPECTION AGENCY APPROVED BY ALSC'S BOARD OF REVIEW. AFTER TREATMENT, KILN----DRY LUMBER DRY LUMBER DRY LUMBER DRY LUMBER AND PLYWOOD TO 19 AND 15 PERCENT MOISTURE CONTENT, RESPECTIVELY. TREAT INDICATED ITEMS AND PLYWOOD TO 19 AND 15 PERCENT MOISTURE CONTENT, RESPECTIVELY. TREAT INDICATED ITEMS AND PLYWOOD TO 19 AND 15 PERCENT MOISTURE CONTENT, RESPECTIVELY. TREAT INDICATED ITEMS AND PLYWOOD TO 19 AND 15 PERCENT MOISTURE CONTENT, RESPECTIVELY. TREAT INDICATED ITEMS AND THE FOLLOWING:AND THE FOLLOWING:AND THE FOLLOWING:AND THE FOLLOWING:1. 1. 1. 1. WOOD MEMBERS IN CONNECTION WITH ROOFING, FLASHING, VAPOR BARRIERS, AND WOOD MEMBERS IN CONNECTION WITH ROOFING, FLASHING, VAPOR BARRIERS, AND WOOD MEMBERS IN CONNECTION WITH ROOFING, FLASHING, VAPOR BARRIERS, AND WOOD MEMBERS IN CONNECTION WITH ROOFING, FLASHING, VAPOR BARRIERS, AND WATERPROOFING.WATERPROOFING.WATERPROOFING.WATERPROOFING.2. 2. 2. 2. CONCEALED MEMBERS IN CONTACT WITH MASONRY OR CONCRETE.CONCEALED MEMBERS IN CONTACT WITH MASONRY OR CONCRETE.CONCEALED MEMBERS IN CONTACT WITH MASONRY OR CONCRETE.CONCEALED MEMBERS IN CONTACT WITH MASONRY OR CONCRETE.3. 3. 3. 3. WOOD FRAMING MEMBERS LESS THAN 18 INCHES ABOVE GRADE.WOOD FRAMING MEMBERS LESS THAN 18 INCHES ABOVE GRADE.WOOD FRAMING MEMBERS LESS THAN 18 INCHES ABOVE GRADE.WOOD FRAMING MEMBERS LESS THAN 18 INCHES ABOVE GRADE.4. 4. 4. 4. WOOD FLOOR PLATES INSTALLED OVER CONCRETE SLABS DIRECTLY IN CONTACT WITH EARTH.WOOD FLOOR PLATES INSTALLED OVER CONCRETE SLABS DIRECTLY IN CONTACT WITH EARTH.WOOD FLOOR PLATES INSTALLED OVER CONCRETE SLABS DIRECTLY IN CONTACT WITH EARTH.WOOD FLOOR PLATES INSTALLED OVER CONCRETE SLABS DIRECTLY IN CONTACT WITH EARTH.SECTION 04000 SECTION 04000 SECTION 04000 SECTION 04000 ----MASONRYMASONRYMASONRYMASONRY1. 1. 1. 1. STONE, MASONRY VENEERS, AND TIES: BRICK TIES AT 16 INCHES ON CENTER IN EITHER DIRECTION, STONE, MASONRY VENEERS, AND TIES: BRICK TIES AT 16 INCHES ON CENTER IN EITHER DIRECTION, STONE, MASONRY VENEERS, AND TIES: BRICK TIES AT 16 INCHES ON CENTER IN EITHER DIRECTION, STONE, MASONRY VENEERS, AND TIES: BRICK TIES AT 16 INCHES ON CENTER IN EITHER DIRECTION, WITH HORIZONTAL 9 GAGE WIRE MECHANICALLY ATTACHED TO TIESWITH HORIZONTAL 9 GAGE WIRE MECHANICALLY ATTACHED TO TIESWITH HORIZONTAL 9 GAGE WIRE MECHANICALLY ATTACHED TO TIESWITH HORIZONTAL 9 GAGE WIRE MECHANICALLY ATTACHED TO TIES2. 2. 2. 2. MASONRY CHIMNEY TERMINATION: 2 FEET HIGHER THAN ANY PORTION OF BUILDING WITHIN 10 FEET, 3 MASONRY CHIMNEY TERMINATION: 2 FEET HIGHER THAN ANY PORTION OF BUILDING WITHIN 10 FEET, 3 MASONRY CHIMNEY TERMINATION: 2 FEET HIGHER THAN ANY PORTION OF BUILDING WITHIN 10 FEET, 3 MASONRY CHIMNEY TERMINATION: 2 FEET HIGHER THAN ANY PORTION OF BUILDING WITHIN 10 FEET, 3 FEET TALL MIN., MASONRY CHIMNEY CROSSFEET TALL MIN., MASONRY CHIMNEY CROSSFEET TALL MIN., MASONRY CHIMNEY CROSSFEET TALL MIN., MASONRY CHIMNEY CROSS----SECTIONSECTIONSECTIONSECTION3. 3. 3. 3. FIREPLACE HEARTHS: 16 INCHES IN FRONT AND 8 INCHES BEYOND EACH SIDE OF FIREBOX LESS THAN FIREPLACE HEARTHS: 16 INCHES IN FRONT AND 8 INCHES BEYOND EACH SIDE OF FIREBOX LESS THAN FIREPLACE HEARTHS: 16 INCHES IN FRONT AND 8 INCHES BEYOND EACH SIDE OF FIREBOX LESS THAN FIREPLACE HEARTHS: 16 INCHES IN FRONT AND 8 INCHES BEYOND EACH SIDE OF FIREBOX LESS THAN 6 SQ FT, OR 20 INCHES IN FRONT AND 12 INCHES BEYOND WITH FIREBOX GREATER THAN 6 SQ FT6 SQ FT, OR 20 INCHES IN FRONT AND 12 INCHES BEYOND WITH FIREBOX GREATER THAN 6 SQ FT6 SQ FT, OR 20 INCHES IN FRONT AND 12 INCHES BEYOND WITH FIREBOX GREATER THAN 6 SQ FT6 SQ FT, OR 20 INCHES IN FRONT AND 12 INCHES BEYOND WITH FIREBOX GREATER THAN 6 SQ FTSECTION 08 71 00 SECTION 08 71 00 SECTION 08 71 00 SECTION 08 71 00 ––––DOOR HARDWAREDOOR HARDWAREDOOR HARDWAREDOOR HARDWAREPART 1 -GENERAL1.01RELATED DOCUMENTSA. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION01 SPECIFICATION SECTIONS, APPLY TO THISSECTION.1.02SUMMARYA. SECTION INCLUDES: 1. MECHANICAL AND ELECTRIFIED DOOR HARDWARE FOR:A. SWINGING DOORS.2. ELECTRONIC ACCESS CONTROL SYSTEM COMPONENTS, INCLUDING:A. ELECTRONIC ACCESS CONTROL DEVICES.3. FIELD VERIFICATION, PREPARATION AND MODIFICATION OF EXISTING DOORS AND FRAMES TO RECEIVE NEW DOOR HARDWARE.4. THE INTENT OF THE HARDWARE SPECIFICATION IS TO SPECIFY THE HARDWARE FOR INTERIOR AND EXTERIOR DOORS, AND TO ESTABLISH A TYPE, CONTINUITY, AND STANDARD OF QUALITY. HOWEVER, IT IS THE DOOR HARDWARE SUPPLIER’S RESPONSIBILITY TO THOROUGHLY REVIEW EXISTING CONDITIONS, SCHEDULES, SPECIFICATIONS, DRAWINGS, AND OTHER CONTRACT DOCUMENTS TO VERIFY THE SUITABILITY OF THE HARDWARE SPECIFIED.B. EXCLUSIONS: UNLESS SPECIFICALLY LISTED IN HARDWARE SETS, HARDWARE IS NOT SPECIFIED IN THIS SECTION FOR:1. WINDOWS2. CABINETS (CASEWORK), INCLUDING LOCKS IN CABINETS3. SIGNAGE4. TOILET ACCESSORIES5. OVERHEAD DOORSC. RELATED SECTIONS:1. DIVISION01 SECTION “ALTERNATES”FOR ALTERNATES AFFECTING THIS SECTION.2. DIVISION07 SECTION “JOINT SEALANTS”FOR SEALANT REQUIREMENTS APPLICABLE TO THRESHOLD INSTALLATION SPECIFIED IN THIS SECTION.3. DIVISION09 SECTIONS FOR TOUCHUP, FINISHING OR REFINISHING OF EXISTING OPENINGS MODIFIED BY THIS SECTION.4. DIVISION26 SECTIONS FOR CONNECTIONS TO ELECTRICAL POWER SYSTEM AND FOR LOW-VOLTAGE WIRING.5. DIVISION28 SECTIONS FOR COORDINATION WITH OTHER COMPONENTS OF ELECTRONIC ACCESS CONTROL SYSTEM.SECTION 08 71 00 SECTION 08 71 00 SECTION 08 71 00 SECTION 08 71 00 ––––DOOR HARDWARE (CONT.)DOOR HARDWARE (CONT.)DOOR HARDWARE (CONT.)DOOR HARDWARE (CONT.)1.03REFERENCESA. UL -UNDERWRITERS LABORATORIES1. UL 10B -FIRE TEST OF DOOR ASSEMBLIES2. UL 10C -POSITIVE PRESSURE TEST OF FIRE DOOR ASSEMBLIES3. UL 1784 -AIR LEAKAGE TESTS OF DOOR ASSEMBLIES4. UL 305 -PANIC HARDWAREB. DHI -DOOR AND HARDWARE INSTITUTE 1. SEQUENCE AND FORMAT FOR THE HARDWARE SCHEDULE2. RECOMMENDED LOCATIONS FOR BUILDERS HARDWARE3. KEY SYSTEMS AND NOMENCLATUREC. ANSI -AMERICAN NATIONAL STANDARDS INSTITUTE1. ANSI/BHMA A156.1 -A156.29, AND ANSI/BHMA A156.31 -STANDARDS FOR HARDWARE AND SPECIALTIES1.04SUBMITTALSA. GENERAL:1. SUBMIT IN ACCORDANCE WITH CONDITIONS OF CONTRACT AND DIVISION01REQUIREMENTS.2. HIGHLIGHT, ENCIRCLE, OR OTHERWISE SPECIFICALLY IDENTIFY ON SUBMITTALS DEVIATIONS FROM CONTRACT DOCUMENTS, ISSUES OF INCOMPATIBILITY OR OTHER ISSUES WHICH MAY DETRIMENTALLY AFFECT THE WORK.3. PRIOR TO FORWARDING SUBMITTAL, COMPLY WITH PROCEDURES FOR VERIFYING EXISTING DOOR AND FRAME COMPATIBILITY FOR NEW HARDWARE, AS SPECIFIED IN PART 3, “EXAMINATION”ARTICLE, HEREIN.B. ACTION SUBMITTALS:1. PRODUCT DATA: TECHNICAL PRODUCT DATA FOR EACH ITEM OF DOOR HARDWARE, INSTALLATION INSTRUCTIONS, MAINTENANCE OF OPERATING PARTS AND FINISH, AND OTHER INFORMATION NECESSARY TO SHOW COMPLIANCE WITH REQUIREMENTS.2. RISER AND WIRING DIAGRAMS: AFTER FINAL APPROVAL OF HARDWARE SCHEDULE, SUBMIT DETAILS OF ELECTRIFIED DOOR HARDWARE, INDICATING:A. WIRING DIAGRAMS: FOR POWER, SIGNAL, AND CONTROL WIRING AND INCLUDING:1. DETAILS OF INTERFACE OF ELECTRIFIED DOOR HARDWARE AND BUILDING SAFETY AND SECURITY SYSTEMS.2. SCHEMATIC DIAGRAM OF SYSTEMS THAT INTERFACE WITH ELECTRIFIED DOOR HARDWARE.3. POINT-TO-POINT WIRING.4. RISERS.3. SAMPLES FOR VERIFICATION: IF REQUESTED BY ARCHITECT, SUBMIT PRODUCTION SAMPLE OF REQUESTED DOOR HARDWARE UNIT IN FINISH INDICATED, AND TAGGED WITH FULL DESCRIPTION FOR COORDINATION WITH SCHEDULE.A. SAMPLES WILL BE RETURNED TO SUPPLIER. UNITS THAT ARE ACCEPTABLE TO ARCHITECT MAY, AFTER FINAL CHECK OF OPERATIONS, BE INCORPORATED INTO WORK,WITHIN LIMITATIONS OF KEY COORDINATION REQUIREMENTS.4. DOOR HARDWARE SCHEDULE: SUBMIT SCHEDULE WITH HARDWARE SETS IN VERTICAL FORMAT AS ILLUSTRATED BY SEQUENCE OF FORMAT FOR THE HARDWARE SCHEDULE AS PUBLISHED BY THE DOOR AND HARDWARE INSTITUTE. INDICATE COMPLETE DESIGNATIONS OF EACH ITEM REQUIRED FOR EACH DOOR OR OPENING, INCLUDE:A. DOOR INDEX; INCLUDE DOOR NUMBER, HEADING NUMBER, AND ARCHITECTS HARDWARE SET NUMBER.B. OPENING LOCK FUNCTION SPREADSHEET: LIST LOCKING DEVICE AND FUNCTION FOR EACH OPENING.C. QUANTITY, TYPE, STYLE, FUNCTION, SIZE, AND FINISH OF EACH HARDWARE ITEM.D. NAME AND MANUFACTURER OF EACH ITEM.E. FASTENINGS AND OTHER PERTINENT INFORMATION.F. LOCATION OF EACH HARDWARE SET CROSS-REFERENCED TO INDICATIONS ONDRAWINGS.G. EXPLANATION OF ALL ABBREVIATIONS, SYMBOLS, AND CODES CONTAINED IN SCHEDULE.H. MOUNTING LOCATIONS FOR HARDWARE.I. DOOR AND FRAME SIZES AND MATERIALS.J. NAME AND PHONE NUMBER FOR LOCAL MANUFACTURER'S REPRESENTATIVE FOR EACH PRODUCT.K. OPERATIONAL DESCRIPTION OF OPENINGS WITH ANY ELECTRIFIED HARDWARE (LOCKS, EXITS, ELECTROMAGNETIC LOCKS, ELECTRIC STRIKES, AUTOMATIC OPERATORS, DOOR POSITION SWITCHES, MAGNETIC HOLDERS OR CLOSER/HOLDER UNITS, AND ACCESS CONTROL COMPONENTS). OPERATIONAL DESCRIPTION SHOULD INCLUDE OPERATIONAL DESCRIPTIONS FOR: EGRESS, INGRESS (ACCESS), AND FIRE/SMOKE ALARMCONNECTIONS.1. SUBMITTAL SEQUENCE: SUBMIT DOOR HARDWARE SCHEDULE CONCURRENT WITH SUBMISSIONS OF PRODUCT DATA, SAMPLES, AND SHOP DRAWINGS. COORDINATE SUBMISSION OF DOOR HARDWARE SCHEDULE WITH SCHEDULING REQUIREMENTS OF OTHER WORK TO FACILITATE FABRICATION OF OTHER WORK THAT IS CRITICAL IN PROJECT CONSTRUCTION SCHEDULE.5. KEY SCHEDULE: A. AFTER KEYING CONFERENCE, PROVIDE KEYING SCHEDULE LISTING LEVELS OF KEYING AS WELL AS EXPLANATION OF KEY SYSTEM'S FUNCTION, KEY SYMBOLS USED AND DOOR NUMBERS CONTROLLED.B. USE ANSI/BHMA A156.28 “RECOMMENDED PRACTICES FOR KEYING SYSTEMS”AS GUIDELINE FOR NOMENCLATURE, DEFINITIONS, AND APPROACH FOR SELECTING OPTIMAL KEYING SYSTEM.C. PROVIDE 3 COPIES OF KEYING SCHEDULE FOR REVIEW PREPARED AND DETAILED IN ACCORDANCE WITH REFERENCED DHI PUBLICATION. INCLUDE SCHEMATIC KEYING DIAGRAM AND INDEX EACH KEY TO UNIQUE DOOR DESIGNATIONS.D. INDEX KEYING SCHEDULE BY DOOR NUMBER, KEYSET, HARDWARE HEADING NUMBER, CROSS KEYING INSTRUCTIONS, AND SPECIAL KEY STAMPING INSTRUCTIONS.E. PROVIDE ONE COMPLETE BITTING LIST OF KEY CUTS AND ONE KEY SYSTEMSCHEMATIC ILLUSTRATING SYSTEM USAGE AND EXPANSION.1. FORWARD BITTING LIST, KEY CUTS AND KEY SYSTEM SCHEMATIC DIRECTLYTO OWNER, BY MEANS AS DIRECTED BY OWNER.F. PREPARE KEY SCHEDULE BY OR UNDER SUPERVISION OF SUPPLIER, DETAILING OWNER’S FINAL KEYING INSTRUCTIONS FOR LOCKS.6. TEMPLATES: AFTER FINAL APPROVAL OF HARDWARE SCHEDULE, PROVIDE TEMPLATES FOR DOORS, FRAMES AND OTHER WORK SPECIFIED TO BE FACTORY OR SHOP PREPARED FOR DOOR HARDWARE INSTALLATION.C. INFORMATIONAL SUBMITTALS:1. QUALIFICATION DATA: FOR SUPPLIER, INSTALLER AND ARCHITECTURAL HARDWARE CONSULTANT.2. PRODUCT DATA FOR ELECTRIFIED DOOR HARDWARE:A. CERTIFY THAT DOOR HARDWARE APPROVED FOR USE ON TYPES AND SIZES OF LABELED FIRE-RATED DOORS COMPLIES WITH LISTED FIRE-RATED DOOR ASSEMBLIES.3. CERTIFICATES OF COMPLIANCE:A. UL LISTINGS FOR FIRE-RATED HARDWARE AND INSTALLATION INSTRUCTIONS IF REQUESTED BY ARCHITECT OR AUTHORITY HAVING JURISDICTION.B. INSTALLER TRAINING MEETING CERTIFICATION: LETTER OF COMPLIANCE, SIGNED BY CONTRACTOR, ATTESTING TO COMPLETION OF INSTALLER TRAINING MEETING SPECIFIED IN “QUALITY ASSURANCE”ARTICLE, HEREIN.C. ELECTRIFIED HARDWARE COORDINATION CONFERENCE CERTIFICATION: LETTER OF COMPLIANCE, SIGNED BY CONTRACTOR, ATTESTING TO COMPLETION OF ELECTRIFIED HARDWARE COORDINATION CONFERENCE, SPECIFIED IN “QUALITY ASSURANCE”ARTICLE, HEREIN.4. WARRANTY: SPECIAL WARRANTY SPECIFIED IN THIS SECTION.D. CLOSEOUT SUBMITTALS:1. OPERATIONS AND MAINTENANCE DATA: PROVIDE IN ACCORDANCE WITH DIVISION01 AND INCLUDE:A. COMPLETE INFORMATION ON CARE, MAINTENANCE, AND ADJUSTMENT; DATA ON REPAIR AND REPLACEMENT PARTS, AND INFORMATION ON PRESERVATION OF FINISHES.B. CATALOG PAGES FOR EACH PRODUCT.C. FACTORY ORDER ACKNOWLEDGEMENT NUMBERS (FOR WARRANTY AND SERVICE)D. NAME, ADDRESS, AND PHONE NUMBER OF LOCAL REPRESENTATIVE FOR EACHMANUFACTURER.E. PARTS LIST FOR EACH PRODUCT.F. FINAL APPROVED HARDWARE SCHEDULE, EDITED TO REFLECT CONDITIONS AS-INSTALLED.G. FINAL KEYING SCHEDULEH. COPIES OF FLOOR PLANS WITH KEYING NOMENCLATURE I. AS-INSTALLED WIRING DIAGRAMS FOR EACH OPENING CONNECTED TO POWER, BOTH LOW VOLTAGE AND 110 VOLTS.J. COPY OF WARRANTIES INCLUDING APPROPRIATE REFERENCE NUMBERS FOR MANUFACTURERS TO IDENTIFY PROJECT.1.05QUALITY ASSURANCEA. SUPPLIER QUALIFICATIONS AND RESPONSIBILITIES: RECOGNIZED ARCHITECTURAL HARDWARE SUPPLIER WITH RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE FOR SUPPLYING DOOR HARDWARE SIMILAR IN QUANTITY, TYPE, AND QUALITY TO THAT INDICATED FOR THIS PROJECT AND THAT PROVIDES CERTIFIED ARCHITECTURAL HARDWARE CONSULTANT (AHC) AVAILABLE TO OWNER, ARCHITECT, AND CONTRACTOR, AT REASONABLE TIMES DURING THE WORK FOR CONSULTATION.1. WAREHOUSING FACILITIES: IN PROJECT'S VICINITY.2. SCHEDULING RESPONSIBILITY: PREPARATION OF DOOR HARDWARE AND KEYING SCHEDULES.3. ENGINEERING RESPONSIBILITY: PREPARATION OF DATA FOR ELECTRIFIED DOOR HARDWARE, INCLUDING SHOP DRAWINGS, BASED ON TESTING AND ENGINEERING ANALYSIS OF MANUFACTURER'S STANDARD UNITS IN ASSEMBLIES SIMILAR TO THOSE INDICATED FOR THIS PROJECT.SECTION 08 71 00 SECTION 08 71 00 SECTION 08 71 00 SECTION 08 71 00 ––––DOOR HARDWARE (CONT.)DOOR HARDWARE (CONT.)DOOR HARDWARE (CONT.)DOOR HARDWARE (CONT.)4. COORDINATION RESPONSIBILITY: ASSIST IN COORDINATING INSTALLATIONOF ELECTRONIC SECURITY HARDWARE WITH ARCHITECT AND ELECTRICAL ENGINEERS AND PROVIDE INSTALLATION AND TECHNICAL DATA TO ARCHITECT AND OTHER RELATED SUBCONTRACTORS.A. UPON COMPLETION OF ELECTRONIC SECURITY HARDWARE INSTALLATION, INSPECT AND VERIFY THAT ALL COMPONENTS ARE WORKING PROPERLY.B. ARCHITECTURAL HARDWARE CONSULTANT QUALIFICATIONS: PERSON WHO IS EXPERIENCED IN PROVIDING CONSULTING SERVICES FOR DOOR HARDWARE INSTALLATIONS THAT ARE COMPARABLE IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THIS PROJECT AND MEETS THESE REQUIREMENTS:1. FOR DOOR HARDWARE, DHI-CERTIFIED, ARCHITECTURAL HARDWARE CONSULTANT (AHC).2. CAN PROVIDE INSTALLATION AND TECHNICAL DATA TO ARCHITECT AND OTHER RELATED SUBCONTRACTORS.3. CAN INSPECT AND VERIFY COMPONENTS ARE IN WORKING ORDER UPON COMPLETION OF INSTALLATION.4. CAPABLE OF PRODUCING WIRING DIAGRAMS.5. CAPABLE OF COORDINATING INSTALLATION OF ELECTRIFIED HARDWARE WITH ARCHITECT AND ELECTRICAL ENGINEERS.C. SINGLE SOURCE RESPONSIBILITY: OBTAIN EACH TYPE OF DOOR HARDWARE FROM SINGLE MANUFACTURER.D. FIRE-RATED DOOR OPENINGS: PROVIDE DOOR HARDWARE FOR FIRE-RATED OPENINGS THAT COMPLIES WITH NFPA80 AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. PROVIDE ONLY ITEMS OF DOOR HARDWARE THAT ARE LISTED PRODUCTS TESTED BY UNDERWRITERS LABORATORIES, INTERTEK TESTING SERVICES, OR OTHER TESTING AND INSPECTING ORGANIZATIONS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION FOR USE ON TYPES AND SIZES OF DOORS INDICATED, BASED ON TESTING AT POSITIVE PRESSURE AND ACCORDING TO NFPA252 OR UL10C AND IN COMPLIANCE WITH REQUIREMENTS OF FIRE-RATED DOOR AND DOOR FRAME LABELS.E. ELECTRIFIED DOOR HARDWARE: LISTED AND LABELED AS DEFINED IN NFPA70, ARTICLE100, BY TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.F. ACCESSIBILITY REQUIREMENTS: FOR DOOR HARDWARE ON DOORS IN AN ACCESSIBLE ROUTE, COMPLY WITH GOVERNING ACCESSIBILITY REGULATIONS CITED IN “REFERENCES”ARTICLE, HEREIN.G. KEYING CONFERENCE1. INCORPORATE KEYING CONFERENCE DECISIONS INTO FINAL KEYING SCHEDULE AFTER REVIEWING DOOR HARDWARE KEYING SYSTEM INCLUDING:A. FUNCTION OF BUILDING, FLOW OF TRAFFIC, PURPOSE OF EACH AREA, DEGREE OF SECURITY REQUIRED, AND PLANS FOR FUTURE EXPANSION.B. PRELIMINARY KEY SYSTEM SCHEMATIC DIAGRAM.C. REQUIREMENTS FOR KEY CONTROL SYSTEM.D. REQUIREMENTS FOR ACCESS CONTROL.E. ADDRESS FOR DELIVERY OF KEYS.H. PRE-INSTALLATION CONFERENCE1. REVIEW AND FINALIZE CONSTRUCTION SCHEDULE AND VERIFY AVAILABILITY OF MATERIALS, INSTALLER'S PERSONNEL, EQUIPMENT, AND FACILITIES NEEDED TO MAKE PROGRESS AND AVOID DELAYS.2. INSPECT AND DISCUSS PREPARATORY WORK PERFORMED BY OTHER TRADES.3. INSPECT AND DISCUSS ELECTRICAL ROUGHING-IN FOR ELECTRIFIED DOOR HARDWARE.4. REVIEW SEQUENCE OF OPERATION FOR EACH TYPE OF ELECTRIFIED DOOR HARDWARE.5. REVIEW REQUIRED TESTING, INSPECTING, AND CERTIFYING PROCEDURES.I. COORDINATION CONFERENCES:1. INSTALLATION COORDINATION CONFERENCE: PRIOR TO HARDWARE INSTALLATION, SCHEDULE AND HOLD MEETING TO REVIEW QUESTIONS OR CONCERNS RELATED TO PROPER INSTALLATION AND ADJUSTMENT OF DOOR HARDWARE.2. ELECTRIFIED HARDWARE COORDINATION CONFERENCE: PRIOR TO ORDERING ELECTRIFIED HARDWARE, SCHEDULE AND HOLD MEETING TO COORDINATE DOOR HARDWARE WITH SECURITY, ELECTRICAL, DOORS AND FRAMES, AND OTHER RELATED SUPPLIERS.1.06DELIVERY, STORAGE, AND HANDLINGA. INVENTORY DOOR HARDWARE ON RECEIPT AND PROVIDE SECURE LOCK-UP FOR HARDWARE DELIVERED TO PROJECT SITE.B. TAG EACH ITEM OR PACKAGE SEPARATELY WITH IDENTIFICATION COORDINATED WITH FINAL DOOR HARDWARE SCHEDULE, AND INCLUDE INSTALLATION INSTRUCTIONS, TEMPLATES, AND NECESSARY FASTENERS WITH EACH ITEM OR PACKAGE.1. DELIVER EACH ARTICLE OF HARDWARE IN MANUFACTURER’S ORIGINAL PACKAGING.C. PROJECT CONDITIONS:1. MAINTAIN MANUFACTURER-RECOMMENDED ENVIRONMENTAL CONDITIONS THROUGHOUT STORAGE AND INSTALLATION PERIODS.2. PROVIDE SECURE LOCK-UP FOR DOOR HARDWARE DELIVERED TO PROJECT. CONTROL HANDLING AND INSTALLATION OF HARDWARE ITEMS SO THAT COMPLETION OF WORK WILL NOT BE DELAYED BY HARDWARE LOSSES BOTH BEFORE AND AFTER INSTALLATION.D. PROTECTION AND DAMAGE:1. PROMPTLY REPLACE PRODUCTS DAMAGED DURING SHIPPING.2. HANDLE HARDWARE IN MANNER TO AVOID DAMAGE, MARRING, OR SCRATCHING. CORRECT, REPLACE OR REPAIR PRODUCTS DAMAGED DURING WORK.3. PROTECT PRODUCTS AGAINST MALFUNCTION DUE TO PAINT, SOLVENT, CLEANSER, OR ANY CHEMICAL AGENT.E. DELIVER KEYS TO MANUFACTURER OF KEY CONTROL SYSTEM FOR SUBSEQUENT DELIVERY TO OWNER.F. DELIVER KEYS AND PERMANENT CORESAND PERMANENT CORESAND PERMANENT CORESAND PERMANENT CORESTO OWNER BY REGISTERED MAIL OR OVERNIGHT PACKAGE SERVICE.1.07COORDINATIONA. COORDINATE LAYOUT AND INSTALLATION OF FLOOR-RECESSED DOOR HARDWARE WITH FLOOR CONSTRUCTION. CAST ANCHORING INSERTS INTO CONCRETE.B. INSTALLATION TEMPLATES: DISTRIBUTE FOR DOORS, FRAMES, AND OTHER WORK SPECIFIED TO BE FACTORY OR SHOP PREPARED. CHECK SHOP DRAWINGS OF OTHER WORK TO CONFIRM THAT ADEQUATE PROVISIONS ARE MADE FOR LOCATING AND INSTALLING DOOR HARDWARE TOCOMPLY WITH INDICATED REQUIREMENTS.C. SECURITY: COORDINATE INSTALLATION OF DOOR HARDWARE, KEYING, AND ACCESS CONTROL WITH OWNER'S SECURITY CONSULTANT.D. ELECTRICAL SYSTEM ROUGHING-IN: COORDINATE LAYOUT AND INSTALLATION OF ELECTRIFIED DOOR HARDWARE WITH CONNECTIONS TO POWER SUPPLIES AND BUILDING SAFETY AND SECURITY SYSTEMS.E. EXISTING OPENINGS: WHERE EXISTING DOORS, FRAMES AND/OR HARDWARE ARE TO REMAIN, FIELD VERIFY EXISTING FUNCTIONS, CONDITIONS AND PREPARATIONS AND COORDINATE TO SUIT OPENING CONDITIONS AND TO PROVIDE PROPER DOOR OPERATION.1.08WARRANTYA. WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS OF DOOR HARDWARE THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED WARRANTY PERIOD.1. WARRANTY PERIOD: BEGINNING FROM DATE OF SUBSTANTIAL COMPLETION, FOR DURATIONS INDICATED.A. CLOSERS:1. MECHANICAL: FALCON SC SERIES, 10 YEARS.FALCON SC SERIES, 10 YEARS.FALCON SC SERIES, 10 YEARS.FALCON SC SERIES, 10 YEARS.B. EXIT DEVICES:1. MECHANICAL: 3 YEARS.C. LOCKSETS:1. MECHANICAL: FALCON, 10 YEARS.D. CONTINUOUS HINGES: LIFETIME WARRANTY.E. KEY BLANKS: LIFETIME2. WARRANTY DOES NOT COVER DAMAGE OR FAULTY OPERATION DUE TO IMPROPER INSTALLATION, IMPROPER USE OR ABUSE.1.09MAINTENANCEA.MAINTENANCE TOOLS: FURNISH COMPLETE SET OF SPECIAL TOOLS REQUIRED FOR MAINTENANCE AND ADJUSTMENT OF HARDWARE, INCLUDING CHANGING OF CYLINDERS.PART 2 -PRODUCTS2.01MANUFACTURERSA. APPROVAL OF MANUFACTURERS AND/OR PRODUCTS OTHER THAN THOSE LISTED AS “SCHEDULED MANUFACTURER”OR “ACCEPTABLE MANUFACTURERS”IN THE INDIVIDUAL ARTICLE FOR THE PRODUCT CATEGORY SHALL BE IN ACCORDANCE WITH QUALITY ASSURANCE ARTICLE, HEREIN.B. APPROVAL OF PRODUCTS FROM MANUFACTURERS INDICATED IN “ACCEPTABLE MANUFACTURERS”IS CONTINGENT UPON THOSE PRODUCTS PROVIDING ALL FUNCTIONS AND FEATURES AND MEETING ALL REQUIREMENTS OF SCHEDULED MANUFACTURER’S PRODUCT.C. WHERE SPECIFIED HARDWARE IS NOT ADAPTABLE TO FINISHED SHAPE OR SIZE OF MEMBERS REQUIRING HARDWARE, FURNISH SUITABLE TYPES HAVING SAME OPERATION AND QUALITY AS TYPE SPECIFIED, SUBJECT TO ARCHITECT'S APPROVAL.2.02MATERIALSA. FASTENERS1. PROVIDE HARDWARE MANUFACTURED TO CONFORM TO PUBLISHED TEMPLATES,GENERALLY PREPARED FOR MACHINE SCREW INSTALLATION.2. FURNISH SCREWS FOR INSTALLATION WITH EACH HARDWARE ITEM. FINISH EXPOSED (EXPOSED UNDER ANY CONDITION) SCREWS TO MATCH HARDWARE FINISH, OR, IF EXPOSED IN SURFACES OF OTHER WORK, TO MATCH FINISH OF THIS OTHER WORK INCLUDING PREPARED FOR PAINT SURFACES TO RECEIVE PAINTED FINISH.3. PROVIDE CONCEALED FASTENERS FOR HARDWARE UNITS EXPOSED WHEN DOORIS CLOSED EXCEPT WHEN NO STANDARD UNITS OF TYPE SPECIFIED ARE AVAILABLE WITH CONCEALED FASTENERS. DO NOT USE THRU-BOLTS FOR INSTALLATION WHERE BOLT HEAD OR NUT ON OPPOSITE FACE IS EXPOSED IN OTHER WORK UNLESS THRU-BOLTS ARE REQUIRED TO FASTEN HARDWARE SECURELY. REVIEW DOOR SPECIFICATION AND ADVISE ARCHITECT IF THRU-BOLTS ARE REQUIRED.4. INSTALL HARDWARE WITH FASTENERS PROVIDED BY HARDWARE MANUFACTURER.SECTION 08 71 00 SECTION 08 71 00 SECTION 08 71 00 SECTION 08 71 00 ––––DOOR HARDWARE (CONT.)DOOR HARDWARE (CONT.)DOOR HARDWARE (CONT.)DOOR HARDWARE (CONT.)B. MODIFICATION AND PREPARATION OF EXISTING DOORS: WHERE EXISTING DOOR HARDWARE IS INDICATED TO BE REMOVED AND REINSTALLED.1. PROVIDE NECESSARY FILLERS, DUTCHMEN, REINFORCEMENTS, AND FASTENERS, COMPATIBLE WITH EXISTING MATERIALS, AS REQUIRED FOR MOUNTING NEW OPENING HARDWARE AND TO COVER EXISTING DOOR AND FRAME PREPARATIONS.2. USE MATERIALS WHICH MATCH MATERIALS OF ADJACENT MODIFIED AREAS.3. WHEN MODIFYING EXISTING FIRE-RATED OPENINGS, PROVIDE MATERIALS PERMITTED BY NFPA80 AS REQUIRED TO MAINTAIN FIRE-RATING.C. PROVIDE SCREWS, BOLTS, EXPANSION SHIELDS, DROP PLATES AND OTHER DEVICES NECESSARY FOR HARDWARE INSTALLATION.1. WHERE FASTENERS ARE EXPOSED TO VIEW: FINISH TO MATCH ADJACENT DOOR HARDWARE MATERIAL.2.03HINGESA. MANUFACTURERS AND PRODUCTS:1. SCHEDULED MANUFACTURER AND PRODUCT: IVES 5BB SERIES.2. ACCEPTABLE MANUFACTURERS AND PRODUCTS: MCKINNEY T4B SERIES, STANLEY FBB SERIES.B. REQUIREMENTS:1. PROVIDE HINGES CONFORMING TO ANSI/BHMA A156.1.2. 1-3/4 INCH (44 MM) THICK DOORS, UP TO AND INCLUDING 36 INCHES (914 MM) WIDE:A. INTERIOR: STANDARD WEIGHT, STEEL, 4-1/2 INCHES (114 MM) HIGH3. PROVIDE THREE HINGES PER DOOR LEAF FOR DOORS 90 INCHES (2286 MM)OR LESS IN HEIGHT, AND ONE ADDITIONAL HINGE FOR EACH 30 INCHES (762 MM) OF ADDITIONAL DOOR HEIGHT.4. WHERE NEW HINGES ARE SPECIFIED FOR EXISTING DOORS OR EXISTING FRAMES, PROVIDE NEW HINGES OF IDENTICAL SIZE TO HINGE PREPARATION PRESENT IN EXISTING DOOR OR EXISTING FRAME.5. HINGE PINS: EXCEPT AS OTHERWISE INDICATED, PROVIDE HINGE PINS ASFOLLOWS:A. STEEL HINGES: STEEL PINSB. NON-FERROUS HINGES: STAINLESS STEEL PINSC. OUT-SWINGING EXTERIOR DOORS: NON-REMOVABLE PINSD. OUT-SWINGING INTERIOR LOCKABLE DOORS: NON-REMOVABLE PINSE. INTERIOR NON-LOCKABLE DOORS: NON-RISING PINS6. WIDTH OF HINGES: 4-1/2 INCHES (114 MM) AT 1-3/4 INCH (44 MM) THICK DOORS, AND 5 INCHES (127 MM) AT 2 INCHES (51 MM) OR THICKER DOORS. ADJUST HINGE WIDTH AS REQUIRED FOR DOOR, FRAME, AND WALL CONDITIONS TO ALLOW PROPER DEGREE OF OPENING.7. PROVIDE SPRING HINGES WHERE SPECIFIED. PROVIDE TWO SPRING HINGESAND ONE BEARING HINGE PER DOOR LEAF FOR DOORS 90 INCHES (2286 MM) OR LESS IN HEIGHT. PROVIDE ONE ADDITIONAL BEARING HINGE FOR EACH 30 INCHES (762 MM) OF ADDITIONAL DOOR HEIGHT. 2.04CONTINUOUS HINGESA. ALUMINUM GEARED1. MANUFACTURERS:A. SCHEDULED MANUFACTURER: IVES.B. ACCEPTABLE MANUFACTURERS: SELECT, STANLEY.2. REQUIREMENTS:A. PROVIDE ALUMINUM GEARED CONTINUOUS HINGES CONFORMING TO ANSI/BHMA A156.26, GRADE1. B. PROVIDE ALUMINUM GEARED CONTINUOUS HINGES, WHERE SPECIFIED IN THE HARDWARE SETS, FABRICATED FROM 6063-T6 ALUMINUM.C. PROVIDE SPLIT NYLON BEARINGS AT EACH HINGE KNUCKLE FOR QUIET, SMOOTH, SELF-LUBRICATING OPERATION.D. PROVIDE HINGES CAPABLE OF SUPPORTING DOOR WEIGHTS UP TO 450 POUNDS, AND SUCCESSFULLY TESTED FOR 1,500,000 CYCLES.E. ON FIRE-RATED DOORS, PROVIDE ALUMINUM GEARED CONTINUOUS HINGES THAT ARE CLASSIFIED FOR USE ON RATED DOORS BY TESTING AGENCY ACCEPTABLE TO AUTHORITY HAVING JURISDICTION.F. PROVIDE ALUMINUM GEARED CONTINUOUS HINGES WITH ELECTRIFIED OPTION SCHEDULED IN THE HARDWARE SETS. PROVIDE WITH SUFFICIENT NUMBER AND WIRE GAGE TO ACCOMMODATE ELECTRIC FUNCTION OF SPECIFIED HARDWARE.G. INSTALL HINGES WITH FASTENERS SUPPLIED BY MANUFACTURER.H. PROVIDE HINGES 1 INCH (25 MM) SHORTER IN LENGTH THAN NOMINAL HEIGHT OF DOOR, UNLESS OTHERWISE NOTED OR DOOR DETAILS REQUIRE SHORTER LENGTH AND WITH SYMMETRICAL HOLE PATTERN.2.05MORTISE LOCKSA. MANUFACTURERS AND PRODUCTS:1. SCHEDULED MANUFACTURER AND PRODUCT: FALCON MA SERIES.2. ACCEPTABLE MANUFACTURERS AND PRODUCTS: CORBIN-RUSSWIN ML2000 SERIES.B. REQUIREMENTS:1. PROVIDE MORTISE LOCKS CONFORMING TO ANSI/BHMA A156.13 SERIES 1000, GRADE 1, AND UL LISTED FOR 3 HOUR FIRE DOORS.2. PROVIDE LOCKS MANUFACTURED FROM HEAVY GAUGE STEEL, CONTAINING COMPONENTS OF STEEL WITH A ZINC DICHROMATE PLATING FOR CORROSION RESISTANCE. 3. PROVIDE LOCK CASE THAT IS MULTI-FUNCTION AND FIELD REVERSIBLE FOR HANDING WITHOUT OPENING CASE. CYLINDERS: REFER TO “KEYING”ARTICLE, HEREIN.4. PROVIDE LOCKS WITH STANDARD 2-3/4 INCHES (70 MM) BACKSET WITH FULL 3/4 INCH (19 MM) THROW STAINLESS STEEL MECHANICAL ANTI-FRICTION LATCHBOLT. PROVIDE DEADBOLT WITH FULL 1 INCH (25 MM) THROW, CONSTRUCTED OF STAINLESS STEEL.5. PROVIDE STANDARD ASA STRIKES UNLESS EXTENDED LIP STRIKES ARE NECESSARY TO PROTECT TRIM.6. PROVIDE ELECTRIFIED OPTIONS AS SCHEDULED IN THE HARDWARE SETS. WHERE SCHEDULED, PROVIDE A REQUEST TO EXIT (RX) SWITCH THAT IS ACTUATED WITH ROTATION OF INSIDE LEVER.7. LEVER TRIM: SOLID BRASS, BRONZE, OR STAINLESS STEEL, CAST OR FORGED IN DESIGN SPECIFIED, WITH WROUGHT ROSES AND EXTERNAL LEVER SPRING CAGES. PROVIDE THRU-BOLTED LEVERS WITH 2-PIECE SPINDLES.A. LEVER DESIGN: FALCON DGM.B. TACTILE WARNING (KNURLING): WHERE REQUIRED BY AUTHORITY HAVING JURISDICTION. PROVIDE ON LEVERS ON EXTERIOR (SECURE SIDE) OF DOORS SERVING ROOMS CONSIDERED TO BE HAZARDOUS.2.06CYLINDRICAL LOCKS –GRADE 1A. MANUFACTURERS AND PRODUCTS:1. SCHEDULED MANUFACTURER AND PRODUCT: FALCON T SERIES.2. ACCEPTABLE MANUFACTURERS AND PRODUCTS: CORBIN-RUSSWIN CL3300 SERIES.B. REQUIREMENTS:1. PROVIDE CYLINDRICAL LOCKS CONFORMING TO ANSI/BHMA A156.2 SERIES 4000, GRADE 1, AND UL LISTED FOR 3 HOUR FIRE DOORS.2. CYLINDERS: REFER TO “KEYING”ARTICLE, HEREIN.3. PROVIDE LOCKS WITH STANDARD 2-3/4 INCHES (70 MM) BACKSET, UNLESSNOTED OTHERWISE, WITH 1/2 INCH LATCH THROW. PROVIDE PROPER LATCH THROW FOR UL LISTING AT PAIRS.4. PROVIDE LOCKSETS WITH SEPARATE ANTI-ROTATION THRU-BOLTS, AND NO EXPOSED SCREWS. 5. PROVIDE INDEPENDENTLY OPERATING LEVERS WITH TWO EXTERNAL RETURN SPRING CASSETTES MOUNTED UNDER ROSES TO PREVENT LEVER SAG.6. PROVIDE STANDARD ASA STRIKES UNLESS EXTENDED LIP STRIKES ARE NECESSARY TO PROTECT TRIM.7. PROVIDE ELECTRIFIED OPTIONS AS SCHEDULED IN THE HARDWARE SETS.8. LEVER TRIM: SOLID CAST LEVERS WITHOUT PLASTIC INSERTS AND WROUGHT ROSES ON BOTH SIDES. A. LEVER DESIGN: FALCON DAN.B. TACTILE WARNING (KNURLING): WHERE REQUIRED BY AUTHORITY HAVING JURISDICTION. PROVIDE ON LEVERS ON EXTERIOR (SECURE SIDE) OF DOORS SERVING ROOMS CONSIDERED TO BE HAZARDOUS.2.07EXIT DEVICES A. MANUFACTURERS AND PRODUCTS:1. SCHEDULED MANUFACTURER AND PRODUCT: FALCON 24/25 SERIES.2. ACCEPTABLE MANUFACTURERS AND PRODUCTS: CORBIN RUSSWIN ED4000/5000 SERIES.B. REQUIREMENTS:1. PROVIDE EXIT DEVICES TESTED TO ANSI/BHMA A156.3 GRADE 1 AND UL LISTED FOR PANIC EXIT OR FIRE EXIT HARDWARE.2. CYLINDERS: REFER TO “KEYING”ARTICLE, HEREIN.3. PROVIDE TOUCHPAD TYPE EXIT DEVICES, FABRICATED OF BRASS, BRONZE,STAINLESS STEEL, OR ALUMINUM, PLATED TO STANDARD ARCHITECTURAL FINISHES TO MATCH BALANCE OF DOOR HARDWARE.4. TOUCHPAD MUST EXTEND A MINIMUM OF ONE HALF OF DOOR WIDTH. NO PLASTIC INSERTS ARE ALLOWED IN TOUCHPADS.5. PROVIDE EXIT DEVICES WITH DEADLATCHING FEATURE FOR SECURITY AND FOR FUTURE ADDITION OF ALARM KITS AND/OR OTHER ELECTRIFIED REQUIREMENTS.6. PROVIDE FLUSH END CAPS FOR EXIT DEVICES.7. PROVIDE EXIT DEVICES WITH MANUFACTURER’S APPROVED STRIKES.8. PROVIDE EXIT DEVICES CUT TO DOOR WIDTH AND HEIGHT. INSTALL EXIT DEVICES AT HEIGHT RECOMMENDED BY EXIT DEVICE MANUFACTURER, ALLOWABLE BY GOVERNING BUILDING CODES, AND APPROVED BY ARCHITECT.9. MOUNT MECHANISM CASE FLUSH ON FACE OF DOORS, OR PROVIDE SPACERS TO FILL GAPS BEHIND DEVICES. WHERE GLASS TRIM OR MOLDING PROJECTS OFF FACE OFDOOR, PROVIDE GLASS BEAD KITS.*DATE OF SIGNATURE: 1/28/22EXP. 12/31/23CARCTIEHRICEAEPPNo. 12100080TREGISREDANAINIDSTATE OFTEMGN CONSULTINGENGINEERS, INC.635 BUTTERFIELD ROADSUITE #310OAKBROOK TERRACE, IL 60181PHONE (630) 627-6078WWW.MGN.ENGINEERINGDESIGN FIRM #184001114-0002INFO@ALLENPEPA.COMTEL: (630) 578-1105215 FULTON ST., GENEVA, IL 60134PROJECT NO.DRAWN BYCHECKED BYSHEETSchematic Design:Design DevelopmentBidding:Permit:POST BID/PERMIT REVISIONS:ISSUE DATE:ALLEN+PEPA COPYRIGHTALLENPEPAA R C H I T E C T S2/18/2022 2:49:02 PMC:\Users\Amanda Kerner\Documents\21-014 Higher Ground Carmel_akernerK6S8R.rvtSPECIFICATIONSHIGHER GROUND CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032FOR PERMIT 1/28/22G1-621-021AKEPOF 4761/28/2212/30/21No. Date Description