HomeMy WebLinkAboutCPC-Pavilion_Permit Set_20220620_Sheet-G.101GENERAL REQUIREMENTS AND PERFORMANCE STANDARDS27. PIPE SUPPORTS: ALL PIPES SHALL BE SUPPORTED FROM THE BUILDING IN A NEAT AND WORKMAN-LIKE MANNER. WHEREVER POSSIBLE, PARALLEL RUNS OF HORIZONTAL PIPING SHALL BE GROUPED TOGETHER ONADJUSTABLE TRAPEZE HANGERS. SINGLE RUNS OF HORIZONTAL PIPINGSHALL BE SUPPORTED WITH CLEVIS-TYPE HANGERS. ON HORIZONTAL COLD PIPES THAT MAY PRODUCE CONDENSATION, THE HANGERS SHALL BE ON THE OUTSIDE OF THE INSULATION. VERTICAL RISERS SHALL BE SUPPORTED AT EACH FLOOR LINE WITH STEEL PIPE CLAMPS. ALL HANGERS SHALL BE IN CONTACT WITH A FERROUS METAL.28. EQUIPMENT LOCATION: THE ARCHITECT ONLY MAY CHANGE THE LOCATION OF ANYEQUIPMENT 5'-0" AND ANY PIPING, DUCTWORK, CONDUIT, ETC., 10'-0" IN ANY DIRECTION WITHOUT EXTRA CHARGE, PROVIDED SUCH CHANGES ARE MADE BEFORE INSTALLATION AND WITH PROPER DOCUMENTED REASONING.29. PUNCHLIST: UPON COMPLETION OF THE WORK, THE CONSTRUCTION MANAGER SHALL PREPARE A "PUNCHLIST" OF CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK. 30. AS BUILT DRAWINGS: DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR OR SUBCONTRACTOR FOR EACH MAJOR TRADE CATEGORYSHALL KEEP A CURRENT, DETAILED RECORD OF ALL CHANGES IN THEINSTALLATION OF THEIR OWN WORK FROM THE CONDITIONS, LOCATIONS AND LAYOUT SHOWN ON THE CONTRACT DRAWINGS AND/OR SHOP DRAWINGS. THIS REQUIREMENT DOES NOT AUTHORIZE ANY DEVIATIONSWITHOUT APPROVAL OF THE ARCHITECT. UPON COMPLETION OF THE PROJECT, INCLUDING THE PUNCHLIST, THIS INFORMATION SHALL BE TRANSFERRED TO A SET OF DRAWINGS. THIS SET SHALL BE MARKED"AS BUILT SET" AND BE RETURNED TO THE CONSTRUCTION MANAGER. THE CHURCH SHALL, WITHIN FIFTEEN WORKING DAYS OF THE RECEIPT OF THIS SET GRANT APPROVAL FOR FINAL PAYMENT OF THE CONSTRUCTION MANAGER OR SHOW REASONABLE CAUSE WHY SUCH APPROVAL IS DENIED.31. INTENT OF DOCUMENTS: IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO PROVIDE AN INSTALLATION COMPLETE IN EVERY RESPECT. IN THE EVENT THAT ADDITIONAL DETAILS OR SPECIAL CONSTRUCTION IS REQUIRED FORWORK INDICATED OR SPECIFIED UNDER THIS SECTION OR WORK SPECIFIEDIN OTHER SECTIONS, IT SHALL BE THE RESPONSIBILITY OF THAT CONTRACTOR TO PROVIDE ALL MATERIAL AND EQUIPMENT WHICH IS USUALLY FURNISHED WITH SUCH SYSTEMS IN ORDER TO COMPLETE THE INSTALLATION, WHETHER MENTIONED OR NOT.32. MEETINGS: THE CONSTRUCTION MANAGER WILL CONDUCT AT LEAST TWO CONSTRUCTION STATUS MEETINGS PER MONTH DURING THE COURSE OF CONSTRUCTION. THE CONSTRUCTION MANAGER WILL PROVIDE, WITHIN THREE DAYS FROM THE TIME OF THE MEETING, MINUTES WHICH REFLECTISSUES DISCUSSED AND PROJECT PROGRESS. THE CONSTRUCTION MANAGER WILL REVISE AND UPDATE THE PROJECT SCHEDULE ON A WEEKLY BASIS AND DISTRIBUTE AT CONSTRUCTION MEETINGS.33. FIREPROOFING: WHERE APPLICABLE, CONTRACTOR TO PROVIDE FIREPROOFING AT ALL STEEL EXPOSED THROUGH NEW CONSTRUCTION AND/OR DEMOLITION IN THE PROJECT AREA. FIRE RATING TO MATCH ASSEMBLY.34. FIRESTOPPING: PROVIDE FIRESTOPPING TO SEAL ALL PENETRATIONS AND VOIDS IN FIRE RATED WALLS AND FLOOR ASSEMBLY, WHERE APPLICABLE. DESIGNED AND CONSTRUCTED TO CONCEALED DRAFT OPENINGS TO FORMAN EFFECTIVE FIRE BARRIER AGAINST THE SPREAD OF FIRE AND SMOKE BETWEEN ANY BUILDING OR MECHANICAL ASSEMBLE RATED OR NON-RATED AS REQUIRED BY AND ACCEPTABLE TO ALL AUTHORITIES HAVING JURISDICTION. MATERIALS SHALL CONSIST OF APPROVED NON-COMBUSTIBLE MATERIALSSECURELY FASTENED IN PLACE ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND AS ESTABLISHED BY TESTING IDENTICAL ASSEMBLIES PER ASTM E 8L4 BY UNDERWRITERS LABORATORY, INC. CONSTRUCTION MANAGER SHALL HAVE CHOICE OF ANY U.L. APPROVED SYSTEM SUBJECT TO FINAL APPROVAL BY ARCHITECT. ALL FIRESTOPPED PENETRATIONS ARE TO HAVE A UL RATING EQUAL TO OR GREATER THAN THE ASSEMBLY, WHICH IT PENETRATES.35. SEALANT: CONSTRUCTION MANAGER TO CHOOSE APPLICABLE SEALANT AND MANUFACTURER ACCORDING TO SPECIFIED REQUIREMENTS FOR USEINTENDED. PROVIDE INTERIOR SEALANT TO FILL ALL GAPS, PROVIDE SOUNDPROOFING AND ADJOINING MATERIALS FOR A FINISH ASSEMBLY. FILL ALL LINEAR AND SPOT GAPS AT WALLS AND AT CEILINGS CHANNELS AND WALLS. SEALANT TO MATCH ADJOINING SURFACES. PAINT TO CONCEAL SEALANT APPLICATION. SEE ASTM C920 FOR TYPE, USE AND GRADE CLASSIFICATIONS AND DESCRIPTIONS. FOR EXTERIOR USE PROVIDE SEALANTS TO PREVENTWATER PENETRATION AT JOINTS AND NEW WORK. SEAL ALL EXTERIOR ORUNDERGROUND PENETRATIONS. SUBMIT DATA SHEETS AND COLOR SAMPLESFOR EACH SEALANT TYPE REQUIRED AND ADHESION TEST RESULTS FOR INTENDED SUBSTRATES.36. SITE SAFETY REGULATION: COMPLY WITH ALL OSHA REGULATIONS LISTEDBELOW IN ADDITION TO OTHER SECTIONS APPLICABLE TO WORK TAKING PLACE. COMPLY WITH SITE SAFETY REQUIREMENTS AND REGULATIONS TO ENSURE A SAFE WORKING ENVIRONMENT.1910 SUBPART D-WALKING-WORKING SURFACES (1910.21 TO 1910.30)1910 SUBPART E-MEANS OF EGRESS (1910.35 TO 1910.38)1910 SUBPART F-POWERED PLATFORMS, MANLIFTS, AND VEHICLE-MOUNTED WORK PLATFORMS (1910.66 TO 1910.68)1910 SUBPART G-OCCUPATIONAL HEALTH AND ENVIRONMENTAL CONTROL (1910.94 TO 1910.98)1910 SUBPART H-HAZARDOUS MATERIALS (1910.101 TO 1910.126)1910 SUBPART I-PERSONAL PROTECTIVE EQUIPMENT (1910.132 TO 1910.139)1910 SUBPART J-GENERAL ENVIRONMENTAL CONTROLS (1910.141 TO 1910.147 APP A)1910 SUBPART K-MEDICAL AND FIRST AID (1910.151 TO 1910.152) 1910 SUBPART L1910 SUBPART L-FIRE PROTECTION (1910.155 TO 1910.165)1910 SUBPART M-COMPRESSED GAS AND COMPRESSED AIR EQUIPMENT (1910.166 TO 1910.169)1910 SUBPART N-MATERIALS HANDLING AND STORAGE (1910.176 TO 1910.184)1910 SUBPART O-MACHINERY AND MACHINE GUARDING (1910.211 TO 1910.219)1910 SUBPART P-HAND AND PORTABLE POWERED TOOLS AND OTHER HAND-HELD EQUIPMENT (1910.241 TO 1910.244)1910 SUBPART Q-WELDING, CUTTING, AND BRAZING (1910.251 TO 1910.255)1910 SUBPART R-SPECIAL INDUSTRIES (1910.261 TO 1910.272 APP C)1910 SUBPART S-ELECTRICAL (1910.301 TO 1910.399)1910 SUBPART T-COMMERCIAL DIVING OPERATIONS (1910.401 TO 1910.441)1910 SUBPART U-(RESERVED) (1910 SUBPART U)1910 SUBPART V-(RESERVED) (1910 SUBPART V)1910 SUBPART W-(RESERVED) (1910 SUBPART W)1910 SUBPART X-(RESERVED) (1910 SUBPART X)1910 SUBPART Y-(RESERVED) (1910 SUBPART Y)1910 SUBPART Z-TOXIC AND HAZARDOUS SUBSTANCES (1900.1000 TO 1910.1450 APP)37. SPECIAL SAFETY NOTE: ALL CONTRACTORS WORKING ON THIS PROJECT SHALL MAINTAIN A SAFE WORKING ENVIRONMENT FOR THEIR EMPLOYEES AND OTHERS ON THIS PROJECT. ALL CONSTRUCTION MANAGER EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE, WITHIN GOOD SAFETY AND HAZARD ACT AND OTHER GOVERNING REGULATIONS. PRIOR TO THE START OF ANY WORK ACTIVITY, THE CONSTRUCTION MANAGER SHALL VERIFY THE WORK AREA IS SAFE AND WITH THE BEGINNING OF WORK ACCEPTS FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGES ATTRIBUTED TO THEIR WORK. DURING THE COURSE OF THE PROJECT IF UNSATISFACTORY CONDITIONS ARE DISCOVERED, THE CONSTRUCTION MANAGER/SUBCONTRACTORS SHALL TAKE THE NECESSARY ACTION TO IMMEDIATELY CORRECT THE UNSAFE CONDITIONS. IF WORK BY OTHERS IS DISCOVERED TO BE UNSAFE, THE CONSTRUCTION MANAGER/SUBCONTRACTORSSHALL IMMEDIATELY NOTIFY THE CONSTRUCTION MANAGER AND OWNER TO CORRECT THE UNSAFE CONDITION. THE CONSTRUCTION MANAGER SHALL LEAVETHE JOB SITE CLEAN AND SAFE.38. PARTITIONS: PARTITIONS SHALL BE DIMENSIONED FROM FACE OF STUD TO FACE OF STUD OR FACE OF CMU TO FACE OF CMU UNLESS OTHERWISE NOTED. DIMENSIONS LOCATING DOORS IN GYPSUM BOARD PARTITIONS SHALL BE TAKEN FROM FINISH FACE OF GYPSUM BOARD TO THE INSIDE FACE OF THE HOLLOW METAL OR WOOD DOOR FRAME.39. FLOORS: ALL AREAS WHICH RECEIVE NEW FLOOR FINISHES SHALL BE LEVELED TO A VARIANCE OF " 1/4" IN 10'-0" (TYP. U.M.O.) AND PREPARED TO RECEIVEFLOOR FINISH AS SCHEDULED.40. SAMPLES: THE CONTRACTORS SHALL SUBMIT TO THE CONSTRUCTION MANAGERFINISHED SAMPLES OF ALL THE VARIOUS EXPOSED MATERIALS, HARDWARE AND FINISHES, FOR APPROVAL PRIOR TO COMMENCEMENT OF THE SPECIFIED WORK.41. SHOP DRAWINGS: CONTRACTORS SHALL SUBMIT TO THE CONSTRUCTION MANAGER FOR REVIEW, COMMENTS, AND APPROVAL FOUR (4) PRINTS OF ALL FABRICATION, ERECTION, OR INSTALLATION SHOP DRAWINGS. SHOP DRAWINGSARE REQUIRED FOR ALL STEEL FABRICATION,CUSTOM WORK, SUCH AS: MILLWORK, DOORS AND FRAMES, MISCELLANEOUS IRON, ETC. OR WHERE ELSEWHERE SPECIFIED IN THE CONTRACT DOCUMENTS. SHOP DRAWINGS SHALL BE PROVIDED TO THE ARCHITECT FOR REVIEW AND/OR APPROVAL AS AGREED UPON WITH THE CONSTRUCTION MANAGER.42. MANUFACTURERS DATA: SUBMIT FOUR (4) COPIES OF EACH UNIT OF WORK OR SYSTEM TO THE CONSTRUCTION MANAGER AND ARCHITECT FOR REVIEW AND APPROVAL. MARK EACH COPY TO SHOW WHICH CHOICES AND OPTIONS ARE APPLICABLE TO PROJECT. INCLUDE MANUFACTURER'S STANDARD PRINTED RECOMMENDATIONS FOR APPLICATION AND USE, AND INFORMATION(SEALS, LABELS, ETC.) THAT UNITS SUBMITTED COMPLY WITH NATIONALLY RECOGNIZED STANDARDS. CONTRACTOR'S RESPONSIBILITY FOR ERRORS,OMISSIONS, AND/OR DEVIATIONS IN SUBMITTALS FROM CONTRACT DOCUMENTS SHALL NOT BE RELIEVED BY ARCHITECT'S REVIEW.43. GENERAL AND FINAL CLEANING:A. EACH SUBCONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIAL OR RUBBISH CAUSED BY HIS EMPLOYEES OR WORK. AT COMPLETION OF EACH DAY'S WORK, REMOVE RUBBISH FROM/ABOUT THE BUILDING. AT THE COMPLETION OF THE PROJECT, REMOVE ALL THE RUBBISH AND ALL TOOLS, SCAFFOLDING, SURPLUS MATERIAL, ETC.B. THERE SHALL BE NO DUMPING OR BURNING OF ANY WASTE CONSTRUCTION MATERIAL ON THE SITE. ALL CONSTRUCTION WASTE MATERIALS SHALL BE HAULED FROM THE SITE AND LEGALLY DISPOSED OF. AT PROJECT COMPLETION, CLEAN ALL SURFACES OF ALL PAINT, PLASTER, MORTAR, STAINS, PAPER LABELS, STICKERS, DUST, GRIME, ETC. TAKE CARE THAT NO SURFACES ARE SCRATCHED, MARRED, OR DAMAGED IN CLEANING.44. FINAL CLOSE-OUT REQUIREMENTS: BEFORE REQUEST FOR FINAL PAYMENT IS ACCEPTED AND/OR APPROVED:A. FINAL SUBMITTALS OF THE FOLLOWING MUST HAVE BEEN MADE INCLUDING, BUT NOT LIMITED TO:1. MAINTENANCE MANUALS2. WARRANTIES3. TEST REPORTS SUCH AS:a. FIRE SUPPRESSION SYSTEMSb. FIRE AND SECURITY ALARM SYSTEMSc. EMERGENCY POWER SYSTEMS (GENERATOR/ATS, ETC.)d. EPO SYSTEMS4. VALVE TAG SCHEDULES5. ATTIC STOCK/SPARE PARTS:a. PAINT ONE GALLON OF EACH COLOR AND TYPE6. PROJECT RECORD DOCUMENTS/AS-BUILT DRAWINGS7. EVIDENCE OF PAYMENT AND RELEASE OF LIENS8. CERTIFICATE OF OCCUPANCYB. FINAL CLEAN-UP MUST BE SATISFACTORILY COMPLETED.DIVISION 02 - 02 00 00 EXISTING CONDITIONS1. EXISTING CONDITIONS (WHERE APPLICABLE):A. PERFORM ALL DEMOLITION WORK THAT MAY BE REQUIRED ORNECESSARY FOR FULL AND COMPLETE EXECUTION OF THE WORK,WHETHER OR NOT SHOWN OR SPECIFIED. THE CONTRACTOR SHALL DETERMINE THE NATURE AND EXTENT OF DEMOLITIONNECESSARY FOR EXECUTION OF THE CONTRACT AND IMPLIED IN THE CONTRACT DOCUMENTS.B THE SIZE AND LOCATION OF THE NEW WORK AND EQUIPMENT IS INDICATED ON THE DRAWINGS AS ACCURATELY AS POSSIBLE. ALL CONTRACTORS AND SUB-CONTRACTORS ARE TO ADAPT THEIR WORK TO ACCOMMODATE ACTUAL CONDITIONS AS WELL AS THE INTENT OF THE DOCUMENTS.C. CONTRACTORS SHALL DISCONNECT AND REMOVE EXISTING MATERIALS, EQUIPMENT, AND ALL OTHER ITEMS WHICH ARE RENDERED OBSOLETE BY THESE ALTERATIONS AND ADDITIONS. THESE ARE THE PROPERTY OF THE OWNER AND SHALL EITHERBE REMOVED FROM THE SITE OR RETURNED TO THE OWNER AT THE DISCRETION OF THE OWNER.D. ALL EXISTING AND REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAY OF TRAVEL FROM THE EXIT INTO THE STREET SHALL BECONTINUOUSLY MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE CASE OF FIRE OROTHER EMERGENCY.E. NO INTERRUPTION OF UTILITY OR COMMUNICATION SERVICES TO EXISTING OR ADJACENT BUILDINGS IS PERMITTED WITHOUT APPROVAL FROM AFFECTED PARTIES.2. HAZARDOUS MATERIAL: THE REMOVAL OF, OR MODIFICATIONS TO, ANY HAZARDOUS MATERIAL IS NOT A PART OF THIS CONTRACT. SHOULD ANY SUSPECT HAZARDOUS MATERIAL BE ENCOUNTERED, NOTIFY THE CONSTRUCTION MANAGER IMMEDIATELY.3. CUTTING AND PATCHING (WHERE APPLICABLE): A. STRUCTURAL MEMBERS WILL NOT BE CUT WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER/AND OR ARCHITECT. WORK DONE WITHOUT WRITTEN APPROVAL IS SUBJECT TOREPLACEMENT AT THE CONTRACTOR'S EXPENSE. AIR HAMMERS ARE NOT TO BE USED. OPENINGS IN MUST BE MADE BY CORING, SAWING, OR METHODS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. THE ORIGINAL INTEGRITY OF EXISTINGFIRE-RATED ASSEMBLIES MUST BE MAINTAINED.B. PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE,COMPLY WITH SPECIFIED TOLERANCES. WHERE FEASIBLE, INSPECT AND TEST PATCHED AREAS TO DEMONSTRATE INTEGRITY OF THEINSTALLATION. RESTORE EXPOSED FINISHES OF PATCHED AREASAND EXTEND FINISH RESTORATION INTO RETAINED ADJOININGCONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. VARIATIONS IN APPEARANCE MUST BE APPROVED BY THE CONSTRUCTION MANAGER.C. PRESENCE OF A PRODUCT, FINISH, OR TYPE OF CONSTRUCTION THAT REQUIRES PATCHING, EXTENDING, OR MATCHING SHALL BE PERFORMEDAS NECESSARY TO MAKE WORK COMPLETE AND CONSISTENT TOIDENTICAL STANDARDS OF QUALITY.D. WHEN NEW WORK ABUTS OR FINISHES FLUSH WITH EXISTING WORK AND WHERE PATCHING, OR REPAIR IS NECESSARY THE TRANSITIONMUST BE SMOOTH AND IN THE SAME PLANE AS THE ADJACENT SURFACES. 4. SALVAGE (WHERE APPLICABLE): EXISTING EQUIPMENT AND DEVICES REMOVED AS A PART OF CONTRACTED DEMOLITION WORK MUST BE DELIVERED TO A LOCATION DESIGNATED BY THE OWNER/CONSTRUCTION MANAGER.5. DEMOLITION: PERFORM ALL DEMOLITION WORK THAT MAY BE REQUIRED ORNECESSARY FOR FULL AND COMPLETE EXECUTION OF THE WORK, WHETHEROR NOT SHOWN OR SPECIFIED. THE CONTRACTOR SHALL DETERMINE THE NATURE AND EXTENT OF DEMOLITION NECESSARY FOR EXECUTION OF THE CONTRACT AND IMPLIED BY THE CONTRACT DOCUMENTS.DIVISION 03 - 03 00 00 CONCRETECOMPLY WITH ALL APPLICABLE INDUSTRY STANDARDS INCLUDING, BUT NOT LIMITEDTO, ACI AND ASSOCIATED SECTIONS OF ASTM.1. LATEXING: LATEX THE CONCRETE FLOOR SLABS TO " TOLERANCE PER 10'-0" RADIUS PRIOR TO CONSTRUCTION COMMENCING. ADDITIONAL LATEXING MAY BE REQUIRED BY THE CONSTRUCTION MANAGER, DEPENDING ON FLOOR MATERIALS AND THE INTEGRATION OF VARIOUS MATERIAL THICKNESSES.2. SLAB ON GRADE:A. FLOOR SLABS AND APRONS1. CONCRETE SLABS ON GRADE SHALL BE POURED OVER SUBGRADE AS SPECIFIED UNDER "FILL" IN DIVISION 31, EARTHWORK. JUST BEFORE POURING ANY SECTION, THE SUBGRADE SHALL BE SMOOTHED TO AN EVEN SURFACE.2. SLABS SHALL HAVE KEYED CONSTRUCTION JOINTS AS SHOWN IN THE DRAWINGS. THERE SHALL BE EXPANSION JOINTS AROUND ALL COLUMNS. ALL SLABS WILL BE MARKED OFF IN AREAS NOT TO EXCEED 20' SQUARE, OR AS NOTED IN PLANS, WITH 1" SAWED JOINTS. CONSTRUCTION JOINTS WILL HAVE FLUSH EDGES.3. FOR AUDITORIUM FLOORS, POUR IN ALTERNATE SECTIONS AS SHOWN BY THE LOCATION OF BREAK LINES.4. EXPANSION JOINTS: CONSTRUCT WHERE SHOWN AND OF THICKNESS AS INDICATED, WITH SELF EXPANDING CORK JOINT FILLER EXTENDED FROM BOTTOM OF SLAB TO WITHIN " 1/2" OF TOP. SET " THICK TEMPORARY WOOD STRIP AT THE TOP TO KEEP JOINT CLEAR OF CONCRETE. FINISH EDGES OF SLAB AT JOINT WITH EDGING TOOL. WHEN CONCRETE IS DRY, REMOVE TEMPORARY WOOD STRIP AND FILL JOINT WITH COLD APPLIED JOINT SEALER.5. SAWED JOINTS (CONTRACTION JOINTS): WHEN FINISHED CONCRETE IS STILL GREEN BUT HARD ENOUGH TO NOT RAVEL, BUT NOT MORE THAN 12 HOURS AFTER FINISHING, PROVIDE 1" DEEP SAW CUTS AS DETAILEDAND LOCATED ON THE DRAWINGS. WASH SAW CUT CLEAN OF SLURRY AND AFTER SLAB HAS DRIED, FILL SAW CUT WITH COLD APPLIED JOINT SEALER. USE MASKING TAPE TO PREVENT SMEARING ON SURFACE OF CONCRETE. TRIP OFF EXCESS COMPOUND.6. REINFORCING MESH SHALL BE CONTINUOS THROUGH CONTRACTION JOINTS. ALL REINFORCING MESH AND BARS SHALL BE SUPPORTED WELL UP IN THE CENTER OF THE CONCRETE SLAB ON APPROVED "CHAIRS" AND "BOLSTERS" .7. VAPOR BARRIER SHALL BE PLACED UNDER CONCRETE SLABS ON GRADE. USE 15 MIL STEGO WRAP, OR EQUAL PLACED DIRECTLY OVER PREPARED SUBGRADE. TAPE ALL JOINTS AND PENETRATIONS.B. SIDEWALKSSIDEWALKS SHALL BE "BLOCK JOINTED" WITH " DEEP TOOLED GROOVES AT5' CENTERS, OR AS SHOWN IN THE PLANS. ALL EDGES AND JOINTS SHALL BE TOOLED. THE WIRE MESH IS TO BE PLACED IN THE UPPER THIRD PART OF THE SLAB THICKNESS. PROVIDE EXPANSION JOINTS AT 30' O.C. ALSO SEE SECTION 0317 FOR PUBLIC SIDEWALKS.C. EXPANSION JOINT MATERIALFOR ALL EXPANSION JOINTS IN CONCRETE, SIDEWALKS, CURBS, BETWEEN SIDEWALKS AND BUILDINGS OR STRUCTURES, INSTALL A CANE FIBER EXPANSIONJOINT FILLER. MATERIAL SHALL BE " 1/2" THICK AND FULL DEPTH OF JOINT, RECESSED 1" FROM TOP SURFACE. AFTER CONCRETE HAS SET, INSTALL A 1/2" DIAMETER CLOSED CELL BACKER ROD. THEN FILL VOID WITH SONALISTIC OR EQUAL PAVING JOINT SEALANT, AS PER MANUFACTURER'S SPECIFICATION.3. CONCRETE AND CONCRETE FLOOR TOPPING:A. FURNISH AND INSTALL ALL REQUIRED PATCHING MATERIALS AND LEVELING COMPOUNDS. FINISH IS TO BE SMOOTH AND CONTINUOUSWITH ADJACENT MATERIALS AND SURFACES. PATCHING AND REPAIRS TO BE LEVEL AND SMOOTH WITHIN 1/4" IN TEN FEET.B. PRIOR AND SUBSEQUENT TO THE INSTALLATION OF PATCHES AND REPAIRS ALL DIRT AND LOOSE MATERIAL IS TO BE REMOVED AND THE SURFACES ARE TO BE THOROUGHLY CLEANED.C. ALL SURFACES TO BE PATCHED OR LEVELED MUST BE APPROPRIATELY PREPARED AND PRIMED PRIOR TO INSTALLATION OF FILL OR LEVELING MATERIALS. APPLY BONDING MATERIAL AND TOPPING ACCORDING TO MANUFACTURER'S DIRECTIONS.D. FAILURE OF TOPPING OR FILL MATERIAL TO BOND TO SUBSTRATE, OR ANY OTHER STRUCTURAL FAILURE OF TOPPING OR FILL MATERIAL, OR THE FAILURE OF THE FINISHED SURFACES TO PERFORM AS A FLOOR FINISHOR AN APPROPRIATE UNDERLAYMENT WILL BE CONSIDERED FAILURE OF WORKMANSHIP, SUBJECT TO REPLACEMENT BY THE CONTRACTOR AT THE DISCRETION OF THE ARCHITECT.4. CURING AND SEALING:A. ALL NEW CONCRETE SLABS THAT WILL RECEIVE A COVERING OR COATING NEEDS TO USE A DISSIPATING CURING COMPOUND, "KUREZ DR VOX". OR EQUAL. SEALERS OR WAX BASED AGENTS ARE NOT PERMITTED.B. IMMEDIATELY AFTER PLACING AND/OR FINISHING, PROTECT CONCRETE FROM MOISTURE LOSS FOR NOT LESS THAN 7 DAYS (3 DAYS FOR CONCRETE MADE WITH HIGH-EARLY STRENGTH CEMENT) BY ONE OR MORE OF THE FOLLOWING METHODS:1. FORMED CONCRETE: KEEP FORMS CONTINUALLY WET. IF FORMS ARE REMOVED BEFORE CURING PERIOD, CONTINUE CURING AS ON UNFORMED SURFACES.2. UNFORMED CONCRETE SURFACES: COVER WITH 2 PILES OF BURLAP OR COTTON MATS AND KEEP SATURATED OR COVER WITH WATERPROOF PAPER OR WHITE POLYETHYLENE FILM LAPPED 4" AT EDGES AND ENDS. LAPS SEALED WITH PRESSURE SENSITIVE TAPE NOT LESS THAN 1" WIDE. WEIGHT PAPER OR FILM AT ENDS AND EDGES TO PREVENT DISPLACEMENT AND PATCH ALL TEARS, WHICH OCCUR DURING CURING PERIOD.5. SLAB PROTECTION: ALL SLABS AND WALKS SHALL BE KEPT PROTECTED FROM DAMAGE DUE TO PAINTS, STAINS OR CHIPPING DURING THE CONSTRUCTION PROCESS. NO CONCRETE WHICH HAS BEEN DAMAGED WILL BE ACCEPTED.DIVISION 04 - 04 00 00 MASONRYCOMPLY WITH ALL APPLICABLE INDUSTRY STANDARDS INCLUDING, BUT NOT LIMITED TO, MAC,IMI AND ASSOCIATED SECTIONS OF ASTM.1. BRICK MASONRY UNITS:A. PROVIDE UNITS WITHOUT CORES OR FROGS AND WITH EXPOSED SURFACES FINISHED FOR ENDS OF SILLS AND CAPS AND FOR SIMILAR APPLICATIONS THAT WOULD OTHERWISE EXPOSE UNFINISHED BRICK SURFACES.B. PROVIDE SPECIAL SHAPES FOR APPLICATIONS REQUIRING BRICK OF SIZE, FORM, COLOR, AND TEXTURE ON EXPOSED SURFACES THAT CANNOT BE PRODUCED BY SAWING.2. CONCRETE MASONRY UNITS:A. LIGHTWEIGHT AGGREGATE UNITSALL BLOCK UNITS SHALL BE LOAD BEARING TYPE, ASTM SPECIFICATION C-90 AND SHALL BE MADE WITH LIGHT WEIGHT AGGREGATES CONFORMING TO ASTM SPECIFICATION C-331. UNITS SHALL BE OF MINIMUM 30 DAYS OLDBEFORE DELIVERY TO THE JOB SITE AND OF AN AVERAGE MOISTURE PERCENTAGENOT EXCEEDING 30% OF THEIR TOTAL ABSORPTION AT THE TIME OF SETTING. THE CONTRACTOR MAY AT HIS OPTION USE "AUTOCLAVE" CURED UNITS.B. LIMESTONE AGGREGATE UNITS1. ALL EXTERIOR CONCRETE BLOCK UNITS SHALL BE LOAD BEARING TYPE, ASTM SPECIFICATION C-90, AND SHALL BE MADE WITH LIMESTONE AGGREGATES CONFORMING TO ASTM SPECIFICATION C-33. UNITS SHALL BE OF MINIMUM 30 DAYS OLD BEFORE DELIVERY TO THE JOB SITE AND AN AVERAGE MOISTURE PERCENTAGE NOT EXCEEDING 25% OF THEIR TOTAL ABSORPTION AT THE TIME OF SETTING. THE CONTRACTOR MAY AT HIS OPTION USE "AUTOCLAVE" CURED UNITS.2. ALL EXTERIOR BLOCK UNITS SHALL BE MADE WITH AN INTEGRAL STEARATE WATERPROOFING AGENT SO AS TO RENDER THE FINISHED UNIT WATER RESISTANT.3. ALL EXPOSED MASONRY UNITS SHALL HAVE INTEGRAL COLORING OF A "WARM TONE" SHADE. SAMPLES SHALL BE FURNISHED TO THE ARCHITECT FOR APPROVAL.4. SPECIAL UNITS SHALL BE AS FOLLOWS:a. ALL SPLIT BLOCK SHALL BE 8" X 16" NOMINAL FACE SIZE, SHALL HAVE INTEGRAL COLOR AND SHALL BE LAID IN RUNNING BOND OR AS DIRECTED BY ARCHITECT OR SHOWN ON PLANS.b. THE REGULARITY OF THE BROKEN FACE OF THE SPLIT UNITS SHALL BE SUCH THAT ANY VARIATION BETWEEN INDIVIDUAL UNITS, AS GROUPS OF INDIVIDUAL UNITS, FROM THE ENTIRE WALL SURFACE SHALL NOT BE NOTICEABLE.c. SPLIT CORNER UNITS SHALL CONSIST OF UNITS HAVING ONE FACE AND ONE END WITH THE APPROPRIATE TEXTURE OR RIB PATTERN. MITERED CORNER UNITS WILL NOT BE ACCEPTED.d. ALL INTEGRALLY COLORED UNITS SHALL BE UNIFORM IN COLOR.3. MORTAR:A. ALL MORTAR SHALL CONFORM TO ASTM SPECIFICATION C-270 AND SHALL BE TYPE S MORTAR, UNLESS TYPE M IS SPECIFICALLY REQUIRED. MORTAR FOR EXTERIOR WALLS SHALL CONTAIN ACM "RAINBLOC" LIQUID WATERPROOFING ADMIXTURE, OR AN APPROVED EQUAL. THE CONTRACTOR WILL BE REQUIRED TO CERTIFY THAT THIS MORTAR AND WATERPROOFING HAS BEEN USED. MASONRY CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER AND ARCHITECT OF MORTAR CEMENT SYSTEM AND MANUFACTURER.B. ALL MORTAR SHALL BE JOB BATCHED MIXED IN AN APPROVED MECHANICAL BATCH MIXER. CONTINUOUS MIXING WILL NOT BE ACCEPTED. RE-TEMPERING OF MORTAR WILL NOT BE PERMITTED.4. REINFORCING:A. ALL HORIZONTAL REINFORCING SHALL BE DUR-O-WALL TIES (STANDARD TRUSS TYPE) OR EQUAL. INSTALL CONTINUOUS IN EVERY SECOND BLOCK COURSE VERTICALLY, IN FIRST AND SECOND COURSES ABOVE ALL LINTELS, AND BELOW ALL SILLS FOR 2' BEYOND JAMBS. PREFABRICATED CORNER AND TEE SECTIONS SHALL BE USED TO FORM CONTINUOUS REINFORCING AROUND CORNERS FOR ANCHORING ABUTTING WALLS. PREFABRICATED CORNER SECTIONS SHALL BE INSTALLED IN EVERY COURSE AND SHALL EXTEND MINIMUM OF 3' EACH WAY BEYOND THE CORNERS. WHERE BLOCK VENEER OCCURS, TIES SHALL BE OF A WIDTH TO BOND BLOCK. CUT EVERY OTHER TRUSS AT CONTROL JOINTS.B. PROVIDE VERTICAL REINFORCING AS NOTED IN THE DRAWINGS. FILL BLOCK CORESWITH CONCRETE GROUT AROUND REINFORCING. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. MAXIMUM AGGREGATE SIZE SHALL BE .5. LAYING MASONRY:A. MASONRY UNITS1. ALL MASONRY UNITS SHALL BE LAID PLUMB, LEVEL AND TRUE TO LINE. UNLESS NOTED SPECIFICALLY, ALL MASONRY WORK SHALL BE COMMON RUNNING BOND WITH STANDARD CONCAVE JOINTS NOT EXCEEDING 3/8" IN WIDTH. UNIT WITH OPEN CELLS OR UNFINISHED ENDS EXPOSED IN WALL WILL NOT BE PERMITTED. ALL JOINTS SHALL BE OF UNIFORM WIDTH AND TOOLING.2. ALL JOINTS ARE TO BE CAREFULLY TOOLED TO THOROUGHLY CLOSE ALL CRACKS AND CREVICES. ALL BED JOINTS SHALL BE A THICK BED OF MORTAR AND SHALL BE SPREAD SO THAT JOINTS WILL BE COMPLETELY FILLED WITH MORTAR. SPREADING OF MORTAR SHALL EXTEND ONLY SO FAR AHEAD THAT THE MORTAR WILL BE PLASTIC WHEN UNITS ARE LAID. FOR HEAD JOINTS THE END OF THE UNITS SHALL BE BUTTERED WITH AMPLE QUANTITY OF MORTAR AND THE UNIT SHOVED INTO PLACE SO THAT THE VERTICAL JOINT IS COMPLETELY FILLED WITH MORTAR.3. CUT ALL ODD SIZES TO SUITABLE SIZE BY MEANS OF MASONRY SAW. CUT NEATLY AROUND ALL ELECTRICAL OUTLETS, SWITCHES AND OTHER DEVICES TO BE INSTALLED IN WALLS.4. ALL BLOCK HAVING AN ABSORPTION OF 5% AND OVER SHALL BE THOROUGHLY WETTED A FEW HOURS BEFORE LAYING, EXCEPT IN FREEZING WEATHER.6. CONTROLS JOINTS AND EXPANSION JOINTS:A. CONTROL JOINTS1. BLOCK WALLS: CONTROL JOINTS SHALL BE DUR-O-WALL RAPID CONTROL JOINT, OR APPROVED EQUAL. CUT ALTERNATE COURSES OF REINFORCINGAT JOINTS. CONTROL JOINTS SHALL BE AT 24' O.C. MAXIMUM, UNLESS OTHERWISE NOTED.B. EXPANSION JOINTS1. SET STEEL EXPANSION JOINTS AS SHOWN IN THE DRAWINGS. FILLER SHALL BE 1" THICK NON SATURATED RIGID FIBERGLASS INSULATING BOARD.7. COLD WEATHER CONSTRUCTION:A. MASONRY MATERIALS SHALL BE PRECONDITIONED SO THAT THE MINIMUM TEMPERATURE OF THE MASONRY WHEN LAID SHALL BE 40 DEGREES FAHRENHEIT, AND AFTER LAYING THIS MINIMUM TEMPERATURE SHALL BE MAINTAINED FOR A PERIOD OF 72 HOURS. CALCIUM CHLORIDE WILL NOT BE PERMITTED IN ANY MIX.B. PROVIDE SUCH PROTECTION OR ENCLOSURES AS MAY BE REQUIRED TO MAINTAIN THE MINIMUM TEMPERATURES REQUIRED ABOVE, AND TO CONTINUE CONSTRUCTION EVEN THOUGH OUTSIDE TEMPERATURES MAY DROP BELOW 40 DEGREES FAHRENHEIT.8.______MASONRY CLEANING:UPON COMPLETION OF ANY MASONRY INSTALLATION, ALL EXPOSED SURFACES SHALL BE CLEANED WITH HIGH PRESSURE WATER SPRAY AND APPROPRIATECLEANING AGENTS, OR OTHER APPROVED CLEANING METHODS APPROPRIATE FOR THE SPECIFIC MASONRY TYPE. REMOVE ALL MORTAR BURRS AND EXCESSMORTAR FROM SILLS AND LEDGES.DIVISION 05 - 05 00 00 METALSCOMPLY WITH ALL APPLICABLE INDUSTRY STANDARDS INCLUDING, BUT NOT LIMITED TO, AISC AND ASSOCIATED SECTIONS OF ASTM.1. MISCELLANEOUS METAL: THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY BRACKETS, BRACING AND OTHER MATERIALS AS ARE NECESSARY TO PROPERLY EXECUTE AND SUPPORT WORK COVERED UNDER THIS CONTRACT. CONSTRUCTION MANAGER TO FURNISHALL ENGINEERING DESIGN SERVICES TO ASSURE THE PROPER SUPPORT OF CONSTRUCTION WORK. METAL FINISHES ARE SPECIFIED IN THE DRAWINGS. SUBCONTRACTOR IS TO PROVIDE SHOP DRAWINGS.FIELD MEASURING REQUIRED BY SUBCONTRACTOR.2. STEEL PRIMER: ALL STEEL FABRICATIONS SHALL RECEIVE A SHOP COAT OFRUST INHIBITIVE PRIMER CONFORMING WITH FS TT-P-86, TYPE II.3. QUALITY ASSURANCE:A. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION.B. PERFORMING WELDING WITH ELECTRIC ARC PROCESS AND IN ACCORDANCE WITH LAWS "CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION."C. IN ADDITION TO COMPLYING WITH PERTINENT CODES AND REGULATIONS, COMPLY WITH:1. AISC "SPECIFICATIONS FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS."2. AISC "CODE OF STANDARD PRACTICE" (WITH EXCEPTIONSAS NOTED ON DRAWINGS);3. AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS."4. SURFACE CONDITIONSA. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTALTO TIMELY AND PROPER COMPLETION OF THE WORK, OR NOTIFY DESIGN/BUILDER OF SUCH DEFICIENCIES. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.5. STRUCTURAL STEELA. PRODUCT HANDLING1. COMPLY WITH PERTINENT PROVISIONS OF SECTION 01640.2. DELIVERY AND STORAGEa. DELIVER MATERIALS TO THE JOB SITE PROPERLY MARKED TO IDENTIFY THE LOCATION FORM WHICHTHEY ARE INTENDED.b. USE MARKINGS CORRESPONDING TO MARKINGS SHOWN ON THE APPROVED SHOP DRAWINGS.c. STORE IN A MANNER TO MAINTAIN IDENTIFICATION AND PREVENT DAMAGE, OFF THE GROUND, USING PALLETS OR OTHER SUPPORTS, AND TO PERMIT EASY ACCESS FOR INSPECTION.B. MATERIALS1. ROLLED STEEL PLATES AND BARS: COMPLY WITH ASTM A362. STEEL PIPE: COMPLY WITH ASTM A53, TYPE E OR S, GRADE B3. MACHINE BOLTS: COMPLY WITH ASTM A307, GRADE A, AND ANSI B18.2, WITH SQUARE HEADS AS SELECTED BY THESUBCONTRACTOR4. HIGH STRENGTH BOLTS: COMPLY WITH ASTM A325, TYPE F5. ARC WELDING ELECTRODES: COMPLY WITH ASTM A233, E70XX SERIES, AS REQUIRED FOR CONDITIONS OF INTENDED USE6. PRIMER: USE "RUSTOLEUM NO. 5769 PRIMER" OR EQUALC. FABRICATION1. SHOP FABRICATION AND ASSEMBLY:a. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH A ISC SPECIFICATIONS AND AS SHOWN ON THE APPROVED SHOP DRAWINGS.b. WHERE FINISHING IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING WELDING OF UNITS, BEFORE START OF FINISHING.c. PROVIDE FINISH SURFACES OF MEMBERS EXPOSED INTHE FINAL STRUCTURE FREE FROM MARKINGS, BURRS, AND OTHER DEFECTS.2. ASSEMBLE AND WELD BUILD-UP SECTIONS BY METHODS WHICH WILL PRODUCE TRUE ALIGNMENT OF AXES WITHOUT WARP.3. DO NOT FLAME-CUT HOLES OR ENLARGE HOLES BY BURNING.D. SHOP PAINTING1. GENERAL:a. THOROUGHLY CLEAN STRUCTURAL STEEL, REMOVING ALL LOOSE MILL SCALE, GREASE, DIRT, AND FOREIGN MATTER BY SCRAPING OR SANDBLASTING.b. APPLY THE SPECIFIED PAINT TO A DRY FILM THICKNESS NOT LESS THAN 1.5 MIL. TO SURFACES AS REQUIRED BY THE DRAWINGS.DIVISION 01 - 01 00 00 GENERAL REQUIREMENTS1. SCOPE OF WORKA. THE WORK COVERED BY THE SPECIFICATIONS SHALL INCLUDE THE FURNISHING OF ALL MATERIAL, LABOR, EQUIPMENT, TRANSPORTATION, TOOLS, TAXES, UTILITIES, AND INCIDENTALS NECESSARY FOR THE COMPLETE INSTALLATION OF ALL SYSTEMS AS REQUIRED IN THE CONTRACTDOCUMENTS AND SPECIFIED HEREIN EXCEPT WHERE NOTED AS NOT INCONTRACT (N.I.C.). THESE GENERAL CONDITIONS SHALL APPLY TO ALL WORK AND ALL DRAWINGS IN THE DOCUMENTS AND SHALL EXTEND TOANY CHANGES, EXTRAS, OR ADDITIONS AGREED TO DURING THE COURSE OF WORK. B. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO PROVIDE AN INSTALLATION COMPLETE IN EVERY RESPECT. IN THE EVENT THAT ADDITIONAL DETAILS OR SPECIAL CONSTRUCTION IS REQUIRED FOR WORKINDICATED OR SPECIFIED UNDER THIS SECTION OR WORK SPECIFIED IN OTHER SECTIONS, IT SHALL BE THE RESPONSIBILITY OF THAT CONTRACTORTO PROVIDE ALL MATERIAL AND EQUIPMENT WHICH IS USUALLY FURNISHEDWITH SUCH SYSTEMS IN ORDER TO COMPLETE THE INSTALLATION, WHETHERMENTIONED OR NOT.C. WORK SPECIFIED UNDER OTHER DIVISIONS; I.E., DIVISION 23 - MECHANICAL(HVAC) AND DIVISION 26 - ELECTRICAL, SHALL BE THE RESPONSIBILITY OF EACH RESPECTIVE TRADE. ALL TRADES SHALL COORDINATE THEIR RESPECTIVE OPERATIONS WITH THE CONSTRUCTION MANAGER.2. DEFINITIONS FOR CLARIFICATIONA. OWNER OR CLIENT SHALL IMPLY THE PROJECT OWNER.B. CONSTRUCTION MANAGER AS REFERENCED IN THESE CONTRACT DOCUMENTS SHALL IMPLY THE ASPEN GROUP, 9645 LINCOLN-WAY LANE,SUITE 201, FRANKFORT, IL 60423.C. ARCHITECT AS REFERENCED IN THESE CONTRACT DOCUMENTS AND HEREINAFTER CALLED "ARCHITECT," SHALL IMPLY ASPEN GROUP'S LEAD DESIGN PROFESSIONAL. ALL CONTRACTORS SHALL COMMUNICATE WITHTHE ARCHITECT THROUGH THE CONSTRUCTION MANAGER'S FIELDREPRESENTATIVE.D. CONTRACTOR AS REFERENCED IN THESE CONTRACT DOCUMENTS SHALL IMPLY THE SUBCONTRACTOR, SUB-SUBCONTRACTOR, TRADESPERSON,E. PLANS: ALL CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL,PLUMBING CONSTRUCTION DRAWINGS AND SPECIFICATIONS REQUIRED FOR THE PROPER CONSTRUCTION OF CHURCH WORK.F. REGULAR BUSINESS: MONDAY THROUGH FRIDAY, 7:00 A.M. THROUGH 5:00 P.M., HOLIDAYS AND WEEKENDS EXCLUDED.G. WORK: ANY NEW WORK OR ALTERATIONS, IMPROVEMENTS, ADDITIONS, REPAIRS OR INSTALLATIONS ON THE BUILDING PERFORMED BY OR ON BEHALF OF THE OWNER BY THE CONSTRUCTION MANAGER, HIS SUBCONTRACTORS OR SUPPLIERS.3. INSURANCE: SUBCONTRACTORS AND ALL CONTRACTORS INVOLVED IN THISPROJECT SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY INSURANCE AS REQUIRED BY GOVERNMENTAL AGENCIES HAVING JURISDICTION AND COMPLY WITH STATUTORY REQUIREMENTS FOR DISABILITY AND WORKMAN'S COMPENSATION. THEY WILL COMPLY WITH ALL RULES AND REGULATIONS DICTATED BY THE OWNER, AND THE CONDITIONS OF THE PROJECT. INSURANCE SHALL PROTECT THE OWNER, CONSTRUCTION MANAGER, ARCHITECT, AND ANY OTHER GROUP TO BE FREE FROM LIABILITY DUE TO CONTRACTOR'S NEGLIGENCE. A PROPERLY EXECUTED CERTIFICATEOF INSURANCE, AIA DOCUMENT #G705 OR EQUAL, SHALL BE SUBMITTED TOCONSTRUCTION MANAGER PRIOR TO THE COMMENCEMENT OF ANY WORK. SUBCONTRACTORS SHALL PROTECT AND INDEMNIFY THE OWNER, CONSTRUCTION MANAGER AND ARCHITECT FROM ALL LIABILITIES, COSTS, AND EXPENSES OF EVERY NATURE ARISING DIRECTLY OR INDIRECTLY OUT OF THE WORK TO BE PERFORMED UNDER THIS CONTRACT.4. LIMITATIONS AND EXCLUSIONS: BIDDERS SHALL MAKE KNOWN TO THE CONSTRUCTION MANAGER ANY LIMITATIONS, EXCLUSIONS OR MODIFICATIONSTO THE CONSTRUCTION MANAGER, OTHER SUBCONTRACTORS, AND SUPPLIERS TOWARD THE EXCLUSIONS OR MODIFICATIONS MUST BE ITEMIZED IN THE BIDDER PROPOSAL OR THEY WILL BE PRESUMED INCLUDED IN WHICH CASE, NO ADDITIONAL MONIES WILL BE ALLOCATED.5. COOPERATION WITH TRADES: SUBCONTRACTORS SHALL COORDINATE THEIRWORK WITH THAT OF OTHER TRADES AND FULLY COOPERATE WITH THE CONSTRUCTION MANAGER, OTHER SUBCONTRACTORS, AND SUPPLIERS TOWARD THE COMPLETION OF THE ENTIRE CONSTRUCTION IN AN ORDERLY FASHION. SUBCONTRACTORS SHALL PERFORM THEIR OPERATIONS IN SUCHMANNER AS TO PROTECT THE WORK OF OTHERS, SHALL PERFORM ALL SUCH FITTING AND PATCHING AS NECESSARY TO CONNECT AND FIT THEIRWORK WITH THE WORK OF OTHERS, SHALL PERMIT AND FACILITATEINSPECTIONS BY OWNER, CONSTRUCTION MANAGER AND GOVERNMENTAL AUTHORITIES AT ALL REASONABLE TIMES, AND SHALL FOLLOW IN THE PERFORMANCE OF THE WORK.6. SITE VISITS: BIDDERS ARE INSTRUCTED TO VISIT AND INSPECT THE SITE PRIORTO SUBMITTING THEIR PROPOSALS AND TO FAMILIARIZE THEMSELVES WITH THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED. NO SUBSEQUENT EXTRAS OR ADDITIONS WILL BE ALLOWED ON ANY CLAIM OF LACK OF KNOWLEDGE OR CLAIM OF LACK OF KNOWLEDGE OR CONDITIONS OR CIRCUMSTANCES ABOUT WHICH THE BIDDER COULD HAVE INFORMEDHIMSELF.7. FIELD CONDITIONS: CONTRACTORS SHALL INCLUDE ALL WORK INDICATED ON THE DRAWINGS AND ALL WORK IMPLIED BY THE EXISTING CONDITIONS TO FULLY COMPLETE THIS PROJECT. ALLOW IN YOUR SCHEDULE OF WORK ADEQUATE FIELD VERIFICATION TIME AND ARCHITECTURAL REVIEWS. ASSURE THAT ALL TRADES WILL COMPLETE THEIR WORK IN A PROFESSIONAL WORKMANSHIP MANNER AND COORDINATE ALL TRADES TO ASSURE PROPER CLEARANCES AND SCHEDULING. IN ADDITION, ASSURE THAT ALL MATERIALSMEET THE LOCAL, STATE, AND FEDERAL BUILDING CODES AND RATINGS OF THE LOCAL CITY HAVING JURISDICTION AND THE STATE IN WHICH PROJECT IS LOCATED.8. PERMITS: THE CONSTRUCTION MANAGER, WITH THE ASSISTANCE OF THE ARCHITECT AND SUBCONTRACTORS, SHALL BE RESPONSIBLE FOR OBTAINING ALL BUILDING PERMITS, PROPER PERMITS AND INSURANCE, AS WELL AS SCHEDULING ALL REQUIRED INSPECTIONS. SUBCONTRACTORS SHALL BELICENSED, BONDED, INSURED AND CAPABLE OF PERFORMING QUALITYWORKMANSHIP. FIRE PROTECTION CONTRACTORS SHALL BE RESPONSIBLEFOR OBTAINING ALL PERMITS TO PERFORM THIS WORK. 9. CONTRACT DOCUMENTS:A. FIELD VERIFICATION OF DIMENSIONS SHOWN ON THE PLANS IS REQUIRED SINCE ACTUAL LOCATIONS, DISTANCE, AND LEVELS WILL BE GOVERNED BY THE ACTUAL FIELD CONDITIONS. GENERALLY, THE DRAWINGS ESTABLISH THE LOCATION, QUANTITY AND RELATIONSHIP OF THE PARTS OF THE WORK; THE SPECIFICATIONS DEFINE THE TYPE AND QUALITY OF MATERIALS AND WORKMANSHIP. WORK SHOWN IN THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, OR REQUIRED BY THE SPECIFICATIONS AND NOT SHOWN IN THE DRAWINGS, SHALL BE PROVIDED AS IF FULLY PROVIDED FORIN BOTH. B. ALL APPROVED SHOP DRAWINGS FOR MATERIALS AND EQUIPMENT FURNISHEDON THE JOB SHALL BE CONSULTED FOR THE NECESSARY ALTERATIONS REQUIRED FOR A COMPLETE AND SUCCESSFUL OPERATING INSTALLATIONS.C. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS: INCLUDING BUT NOT LIMITED TO ALL THE ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. THE CONTRACTOR SHALL ACKNOWLEDGE AND INCLUDE IN HIS/HER SCOPE OF WORK (CONTRACT) ALL CONDITIONS PERTINENT TO THE COMPLETION OF HIS/HER WORK.D. CONTRACTORS MUST FAMILIARIZE THEMSELVES WITH ALL APPLICABLE CONTRACT DOCUMENTS, AND ARE RESPONSIBLE FOR PERFORMANCE OF SUBCONTRACTOR'S WORK IN FULL ACCORD THERE WITH.E. ON ANY OF THE DRAWINGS WHERE A PORTION OF THE WORK IS DETAILED OR DRAWN OUT AND THE REMAINDER IS SHOWN IN OUTLINE, THE PARTS DETAILED OR DRAWN OUT SHALL APPLY ALSO TO ALL OTHER LIKE PORTIONS OF THE WORK. F. WHERE THE WORD "SIMILAR" OCCURS ON THE DRAWINGS, IT SHALL HAVE A GENERAL MEANING AND NOT BE INTERPRETED AS BEING IDENTICAL, AND ALL DETAILS SHALL BE WORKED OUT IN RELATION TO THEIR LOCATION AND THEIR CONNECTION WITH OTHER PARTS OF THE WORK.10. DRAWING AND SPECIFICATION CONFLICTS: A. DISCREPANCIES SHOWN ON DIFFERENT PLANS, OR BETWEEN PLANS AND SPECIFICATIONS, SHALL BE BROUGHT PROMPTLY TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION.B. IN CASE OF DIFFERENCES BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE ARCHITECT WILL DETERMINE THE INTENT, IN SUCH CASE, IN GENERAL, THE MORE STRINGENT REQUIREMENT REQUIRING THE GREATER QUANTITY OR QUALITY AND/OR RESULTING IN THE HIGHER COST SHALL GOVERN WITHOUT FURTHER COST TO THE OWNER. 11. MECHANICAL AND ELECTRICAL: A. THE CONTRACTORS SHALL PROVIDE ALL MATERIALS, LABOR AND SERVICES AS NECESSARY TO PROVIDE A COMPLETE AND OPERATING SYSTEM. CONTRACTORS SHALL VISIT SITE AND DETERMINE THE EXACT LOCATIONS AND ELEVATIONS OF EXISTING DUCTWORK, PIPING, ELECTRICAL AND FIRE PROTECTION EQUIPMENT, ETC., WHERE APPLICABLE. CONTRACTORS SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING WORK AS NECESSARY TO ACCOMMODATE NEW WORK. ANY CONFLICT SHOULD BE BROUGHT TO CONSTRUCTION MANAGER'S ATTENTION. B. PROVIDE EQUIPMENT CONCRETE PADS AS REQUIRED BY MECHANICAL& ELECTRICAL TRADES.C. CAREFULLY CHECK AND COORDINATE THE LOCATION AND THE LEVEL OF ALL PIPES, DUCTS, ETC. RUN PRELIMINARY LEVELS AND CHECK WITH ALL OTHER CONTRACTORS SO THAT POTENTIAL CONFLICTS IN ALL LOCATIONS WILL BE AVOIDED. D. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS UNLESS OTHERWISE SPECIFICALLY DIRECTED BY THE CONTRACT DOCUMENTS.E. UNLESS EXPLICITLY STATED TO THE CONTRARY, EACH CONTRACTOR SHALL FURNISH AND INSTALL EACH ITEM OF EQUIPMENT OR MATERIAL HEREINAFTER SPECIFIED, COMPLETE WITH ALL NECESSARY FITTINGS, SUPPORTS, TRIM, PIPING, INSULATION, ETC., AS REQUIRED FOR A COMPLETE AND OPERATING INSTALLATION. F. ALL PIPING, DUCTS, CONDUIT, ETC. SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO THE BUILDING CONSTRUCTION. CUT ACCURATELY TO FIT FROM DIMENSIONS ESTABLISHED AT THE PROJECT SITE WITH ALLOWANCE MADE FOR THE CLEARANCE OF WINDOWS, DOORS, FIXTURES, AND OTHER OPENINGS.G. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE ORDINANCES, REGULATIONS AND BUILDING CODES.H. ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE OWNER'S TELEPHONE AND COMMUNICATIONS VENDOR PRIOR TO COMMENCING WITHNEW WORK.12. WORKMANSHIP: A. ALL WORK TO BE PERFORMED ABOVE MINIMUM ACCEPTABLE LEVEL OF QUALITY/QUANTITY, AS RECOGNIZED IN THE INDUSTRY. ANY WORK FOUND NOT ACCEPTABLE BY THE OWNER/CONSTRUCTION MANAGER SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL COST TO THE OWNER.B. THE WORK UNDER ALL SECTIONS OF THE SPECIFICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH ALL LAWS, CODES, ORDINANCES AND REQUIREMENTS OF THE LOCAL, COUNTY AND STATE AUTHORITIES. ALSO PROVIDE ALL NEEDFUL SAFETY DEVICES AND PRECAUTIONS. C. ALL WORK OF THIS PROJECT SHALL BE CAREFULLY COORDINATED WITH ALL INVOLVED TRADES.13. MATERIALS: A. UNLESS OTHERWISE NOTED, ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW AND CONFORM TO THE APPLICABLE STANDARDS OF ANSI, ASTM, NFPA, OSHA, AND UL. IN ANY INSTANCE WHERE THESE SPECIFICATIONS CALL FOR MATERIALS FOR CONSTRUCTION OF A BETTER QUALITY OR LARGER SIZE THAN REQUIRED BY THE CODES, THE PROVISIONS OF THESE SPECIFICATIONS SHALL TAKE PRECEDENCE.B. THE CONTRACTORS SHALL GUARANTEE ALL WORK AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR ONE CALENDAR YEAR, AFTER THE COMPLETION AND ACCEPTANCE. THE CONTRACTORS SHALL REPAIR AND REPLACE AT HIS OWN EXPENSE, WHEN ORDERED TO DO SO, ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIAL OR WORKMANSHIP WITHIN THE SPECIFIED PERIOD OF TIME. C. THERE SHALL BE NO SUBSTITUTION OF MATERIALS SPECIFIED BY THE ARCHITECT.WHERE THE TERM "OR EQUAL" IS USED THE ARCHITECT ALONE SHALLDETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONSTRUCTION MANAGER.D. SUBCONTRACTORS ARE RESPONSIBLE FOR SAFEGUARDING OF ALL MATERIALSUNTIL INCORPORATED INTO THE WORK.14. MANUFACTURER'S INSTRUCTIONS: COMPLY WITH MANUFACTURER'SINSTRUCTIONS AND RECOMMENDATIONS OF PRINTED INFORMATION IF MORE DETAILED OR STRINGENT THAN REQUIREMENTS CONTAINED IN CONTRACTDOCUMENTS.15. TESTING LABORATORY SERVICES: CONTRACTOR SHALL PROVIDE THESERVICES OF A QUALIFIED TESTING LABORATORY ACCEPTABLE TO THE OWNERFOR VERIFICATION OF SOIL BEARING VALUES, FIELD COMPACTION TESTING ANDCONCRETE TESTING. COPIES OF ALL TEST RESULTS SHALL BE PROMPTLYREPORTED TO OWNER AND ARCHITECT AND UPON REQUEST TO LOCAL AUTHORITIES:A. VERIFY SOIL BEARING VALUE AT EACH FOUNDATION SUBGRADE.B. PERFORM FIELD DENSITY TESTS ON EACH COMPLETED LAYER OF FILL AND BACKFILL.1. ONE TEST PER 1000 S.F. OF AREA BELOW PAVEMENT ANDSLABS ON GRADE.2. ONE TEST PER 5000 S.F. OF OTHER AREA.C. CONCRETE TESTING: MAKE 1 SET OF 3 CYLINDERS PER 50 CUBIC YARDS OF CONCRETE AND PER TYPE OF CONCRETE WORK EACH DAY. TEST 1 CYLINDER AT 7 DAYS AND 2 AT 28 DAYS, UNLESS OTHERWISE DIRECTED.16. PREFABRICATION:A. NO WORK SHALL BE PREFABRICATED OR ASSEMBLED WITHOUT SITE VERIFICATION AND COORDINATION WITH THE CONSTRUCTION MANAGER AS TO ACTUAL LOCATION AND INSTALLATION OF WORK. COORDINATE RELATED WORK BY OTHER TRADES TO ENSURE PROPER CLEARANCES FOR OPERATION AND MAINTENANCE. CHANGES REQUIRED BY SITE CONDITIONS FOR PROPERINSTALLATION SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.B. THE SUBCONTRACTORS (MECHANICAL OR ELECTRICAL) SHALL BE RESPONSIBLE FOR INSTALLATION, WIRING, AND JOBSITE TESTING OF PREFABRICATED EQUIPMENT TO PROVIDE A COMPLETE AND WORKING SYSTEM. IF THE EQUIPMENT OR COMPONENT IS NOT AS INTENDED, NOTIFY THE CONSTRUCTION MANAGER IMMEDIATELY.17. OPERATING AND MAINTENANCE INSTRUCTIONS: WHERE APPLICABLE,THE EQUIPMENT MANUFACTURER AND/OR INSTALLING SUBCONTRACTOR SHALL PROVIDE THE SERVICES OF QUALIFIED FACTORY TRAINED TECHNICIAN(S) TO SUPERVISE THE TESTING, STARTING-UP OF EQUIPMENT, ADJUSTING, BALANCING, ETC., ALL AS REQUIRED FOR PROPER OPERATION AND USE OF EQUIPMENT. AFTERTHE ABOVE WORK AND SERVICES HAVE BEEN SATISFACTORILY PERFORMED,THE EQUIPMENT MANUFACTURER SHALL FURNISH THE SERVICE OF A QUALIFIED FACTORY TRAINED REPRESENTATIVE TO FULLY INSTRUCT THE OWNER'S OPERATING PERSONNEL IN THE PROPER OPERATION, MAINTENANCE AND SERVICE OF THE EQUIPMENT INSTALLED.18. MAINTENANCE AND OPERATING MANUALS: WHERE APPLICABLE, PROVIDE THREE (3) BOUND COPIES, SPECIAL TOOLS OR EQUIPMENT TO MAINTAIN INSTALLED EQUIPMENT.19. TEMPORARY FACILITIES: CONTRACTOR SHALL PROVIDE AND REMOVE AT COMPLETION OF WORK ALL TEMPORARY FACILITIES INCLUDING, BUT NOT LIMITED TO, TEMPORARY FIRE PROTECTION COMPLYING WITH OSHA ANDLOCAL REQUIREMENTS, TOILETS, RUBBISH CONTAINERS, BARRICADES ANDTRAFFIC CONTROLS, BARRIERS, WARNING DEVICES, SIGNAGE, FLAGMEN, ETC. TO COMPLY WITH FEDERAL, STATE AND LOCAL REQUIREMENTS.20. PUBLIC SAFETY: IT IS THE CONSTRUCTION MANAGERS RESPONSIBILITY TO PROVIDE COMPLETE AND SAFE SEPARATION BETWEEN THE PUBLIC AND THE CONSTRUCTION, COORDINATE ALL ACCESS REQUIREMENTS WITH THE OWNER AND CIVIL AUTHORITIES. 21. UNINTERRUPTED OPERATIONS: PROVIDE DUST PROTECTION, CLEAN UP AND RUBBISH REMOVAL TO ALLOW FOR UNINTERRUPTED OPERATIONS, WHERE APPLICABLE. REMOVE ALL RUBBISH AND DEBRIS FROM THE PROJECT AT THE END OF EACH WORKING DAY. ALL SOLVENTS AND FLAMMABLE PAINTS, ETC. ARE TO BE STORED IN NFPA APPROVED FIRE CABINETS OR DISPENSING CONTAINERS. ALL SOLVENTS OR FLAMMABLE LIQUID DEBRIS, STAINED RAGS, ETC. ARE TO BE REMOVED FROM THE PROJECT SITE DAILY. MSDS INFORMATION MUST BE FILED AND MAINTAINED ON THE PROJECT SITE.22. WEATHER PROTECTION: IT SHALL BE THE RESPONSIBILITY OF THE CONSTRUCTION MANAGER TO PROVIDE WEATHER PROTECTION AS REQUIRED. NO PRECIPITATION AND/OR HIGH WINDS SHALL ENTER THE BUILDING AT THE PROJECT AREA. PROVIDE HEAT TO PREVENT FREEZING OF THE WORK.23. RE-USE OR REINSTALLATION: WHERE APPLICABLE, EXISTING ITEMS TO BE REMOVED FOR RE-USE OR REINSTALLATION ARE TO BE IDENTIFIED AND ASSIGNED TO THE CONSTRUCTION MANAGER TO BE PROTECTED AND REFINISHED CORRECTING ANY DAMAGE TO THE ITEM. ANY ITEMS NOTEDTO BE SAVED OR SALVAGED BY THE OWNER SHALL BE IDENTIFIED AND STORED IN A LOCATION ON SITE AS DIRECTED BY THE CHURCH. RE-USE OR REINSTALLATION IS TO BE COMPLETE IN PLACE, INCLUDING CORRECTIONS OF AUXILIARY MATERIALS AND WORK REQUIRED FOR A COMPLETE AND PROPERLY FUNCTIONING INSTALLATION.24. ACCESS PANELS: MECaHNICAL, ELECTRICAL AND PLUMBING CONTRACTORSSHALLPROVIDE CONSTRUCTION MANAGER APPROVED ACCESS PANELS AT ALL VALVES, DAMPERS AND JUNCTION BOXES FOR ELECTRICAL FIXTURES AND OTHER MECHANICAL AND PLUMBING EQUIPMENT REQUIRINGACCESS.25. CLEARANCES: REVIEW ALL WORK TO ENSURE PROPER CLEARANCES NECESSARY FOR NORMAL OPERATION AND MAINTENANCE. COORDINATE MANUFACTURERS' TEMPLATES AND RECOMMENDATIONS WITH THE VARIOUSTRADES PERFORMING THE WORK. ENSURE ADJACENT WORK, NEW OR EXISTING, DOES NOT INTERFERE.26. CLARIFICATION DRAWINGS: THE ARCHITECT WILL ISSUE "SK" DRAWINGS TO THE CONTRACTOR CLARIFYING THE MINOR CHANGES IN WORK TO BE PERFORMED. UPON RECEIPT OF THE "SK" DRAWING, THE CONTRACTOR SHALL PROMPTLY COORDINATE AND REPORT THE CHANGE IN WORK INVOLVED SO ASNOT TO INCREASE THE CONTRACT TIME NOR CONTRACT SUM OF THE PROJECT.ASPEN PROJECT #:SEAL:9645 Lincoln-Way Lane Suite 201 Frankfort, IL. 60423PRE-GP/PERMIT SETCOPYRIGHT ASPEN GROUP INC. USE OF THESE DOCUMENTS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. RE-USE, REPRODUCTION, OR PUBLICATION IN WHOLE OR IN PART IS PROHIBITED. READ DIMENSIONS. DO NOT SCALE DRAWINGS. REPORT ANY INCONSISTENCIES TO THE ARCHITECT IMMEDIATELY. EXPIRES:6/22/2022 3:51:11 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, ING.101GENERAL CONDITIONS ANDPERFORMANCE STANDARDSREVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set