HomeMy WebLinkAboutSet of Site PlansGENERAL NOTES1. MATERIALS AND WORK SHALL BE FURNISHED, INSTALLED, AND COMPLETED IN STRICT ACCORDANCE WITH PROVISIONS OF THE LATEST EDITION OF THE APPLICABLE BUILDING CODES, AND ORDINANCES, INCLUDING, BUT NOT LIMITED TO THE FIRE CODE, ELECTRICAL CODE, PLUMBING CODE, MECHANICAL CODE, ENERGY CODE, ACCESSIBILITY CODE, AND RELATED STANDARDS. DISCREPANCIES IN THESE DOCUMENTS DOES NOT REVIEVE THE SUBCONTRACTORS FROM COMPLYING WITH APPLICABLE CODES.2.THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF DESIGN INTENT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS, THE STRUCTURAL SYSTEMS, AND THE MECHANICAL/ELECTRICAL SYSTEMS. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE BASIS OF THE GENERAL SCOPE INDICATED OR DESCRIBED, THE TRADE CONTRACTORS SHALL FURNISH, CONSTRUCT, INSTALL, AND FINISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.3.EACH CONTRACTOR SHALL FULLY REVIEW THE CONTRACT DOCUMENTS AND VISIT THE PROJECT SITE TO BECOME COMPLETELY FAMILIAR WITH THE WORK PRIOR TO BIDDING. ANY CONTRACT DOCUMENT CONFLICTS, POTENTIAL CODE VIOLATIONS, AND/OR ISSUES ENCOUNTERED AT THIS SITE MUST BE BROUGHT TO THE ATTENTION OF THE DESIGN/BUILDER PRIOR TO BIDDING.4.COORDINATE PHASING OF THE WORK AS REQUIRED, PROVIDE BARRICADES AND TEMPORARY WALLS AS REQUIRED TO PROTECT OCCUPANTS AND AREAS OF THE BUILDING IN USE DURING CONSTRUCTION ACTIVITIES. SAFETY AND SCHEDULING OF THE WORK IS THE RESPONSIBILITY OF THE DESIGN BUILDER AND EACH SUBCONTRACTOR AS DIRECTED AND REQUIRED BY THE DESIGN BUILDER.5.THE OWNER MAY OCCUPY THE SITE AND THE EXISTING FACILITY DURING THE ENTIRE PERIOD OF CONSTRUCTION. EVERY ATTEMPT SHALL BE MADE BY THE DESIGN/BUILDER TO MAXIMIZE THE SUBCONTRACTORS ACCESS TO THE FACILITY. ALL TRADES SHALL BE REQUIRED TO COOPERATE WITH THE OWNER AND DESIGN/BUILDER'S SCHEDULING TO MINIMIZE THE DISRUPTION OF CONSTRUCTION ACTIVITY WITH THE OWNERS USE OF THE FACILITY. ALL TRADES SHALL GIVE ADEQUATE NOTICE OF ANY ANTICIPATED CONFLICTS.6.DIMENSIONS ARE TO FACE OF GYPSUM BOARD, FACE OF MASONRY, AND TO COLUMN CENTERLINES, UNLESS NOTED OTHERWISE.7.DO NOT SCALE DRAWINGS. CONTACT ARCHITECT IF ADDITIONAL DIMENSIONAL CLARIFICATION IS NEEDED.8.NO GREATER THAN ½”CHANGE IN ELEVATION SHALL BE ALLOWED AT HANDICAPPED ENTRANCES.9.PROVIDE FIRE-RETARDANT WOOD BLOCKING SUPPORT AT ALL SURFACE MOUNTED ITEMS MOUNTED TO FACE OF GYPSUM WALLBOARD WALL.10.COORDINATE WORK WITH OTHER TRADES AND WORK PERFORMED BY OWNER UNDER SEPARATE CONTRACT, IF ANY.11.CAULK ALL JUNCTURES BETWEEN DIFFERENT MATERIALS12.CAULK ALL COUNTERTOP BACK SPLASHES TO WALL USING MILDEW-RESISTANT SILICONE SEALANT IN COLOR AS SELECTED BY ARCHITECT.13.PROVIDE MISCELLANEOUS METAL SUPPORT FOR ALL CEILING SUPPORTED ITEMS.14.THE MINIMUM QUALITY OF WORK SHALL BE BASED ON INDUSTRY STANDARDS FOR RESPECTIVE TRADES (I.E. AWI, ETC.).15.SUBMIT SAMPLES OF ALL FINISHES AND EQUIPMENT DATA SHEETS TO THE DESIGN BUILDER FOR APPROVAL PRIOR TO BEGINNING THE WORK.16.WHERE DEMOLITION OCCURS, PATCH AND RESTORE EXPOSED SURFACES TO MATCH ADJACENT, EXPOSED FINISHES TO REMAIN. CONFIRM SELECTIVE DEMOLITION WITH DESIGN BUILDER. PROVIDE ALL NECESSARY SHORING AND BRACING TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL BUILDING ELEMENTS.17.REMOVE AND REINSTALL EXISTING WALL MOUNTED ITEMS AS REQUIRED FOR PAINTING AND RELATED WORK.18.SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL WORK.19.SEE FINISH PLAN AND SCHEDULES FOR FINISHES.20.ALL DRAWINGS AND PERFORMANCE STANDARDS ARE INTENDED TO COORDINATE AND AGREE. WHEN A DISCREPANCY OCCURS, IMMEDIATELY CONTACT THE DESIGN BUILDER FOR A DETERMINATION REGARDING THE REQUIRED SCOPE OF WORK.21.ALL DOORS TO BE LOCATED 4”FROM ADJACENT WALL TO DOOR FRAME UNLESS OTHERWISE NOTED.22.UNLESS OTHERWISE DIRECTED BY THE DESIGN BUILDER, SUB CONTRACTORS SHALL MAINTAIN UN-INTERRUPTED ELECTRICAL, PLUMBING, AND GAS SERVICE DURING ANY REQUIRED DEMOLITION. OWNER SHALL BE NOTIFIED AND GIVEN AMPLE NOTICE TO ANY REQUIRED DISRUPTION.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:INDEXREVIEWING AGENCYGOVERNING CODESGENERAL NOTESPROJECT SCOPELOCATION MAPRENOVATION/ADDITION FOR :6/22/2022 3:51:09 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, ING.100TITLE SHEETCollege Park Church - Outdoor Pavilion2606 West 96th Street, Indianapolis, INC.1COVER SHEETC.2EXISTING CONDITION PLANC.3GEOMETRIC PLANC.4GRADING PLANC.5UTILITY PLANC.6EXHIBIT EXISTING PONDC.7DRAINAGE AREA EXHIBITCITY OF:City of Carmel 1 Civic Square, ICarmel, IN 46032Building & Code ServicesAttention:GENERALG.100 TITLE SHEETG.101 GENERAL CONDITIONS AND PERFORMANCESTANDARDSG.102 PERFORMANCE STANDARDSG.103 PERFORMANCE STANDARDS, ABBREVIATIONS, ANDSYMBOLSG.104 ADA GUIDELINESG.105 BUILDING DATAARCHITECTURALA.010 ARCHITECTURAL SITE PLANA.100 ARCHITECTURAL FLOOR PLANA.101 DIMENSION FLOOR PLAN AND WALL TYPESA.102 REFLECTED CEILING PLANA.103 ROOF PLANA.120 FLOOR FINISH, WALL FINISH, CASEWORK, ANDSIGNAGE PLANA.121 FURNITURE PLANA.200 EXTERIOR ELEVATIONSA.300 BUILDING SECTIONSA.400 ENLARGED RESTROOMS PLANS & INTERIORELEVATIONSA.401 ELEVATIONSA.500 WALL SECTIONSA.501 WALL SECTIONSA.600 SCHEDULESDEMOLITIONNCIVILLANDSCAPESTRUCTURALARCHITECT / PROJECT MANAGERASPEN GROUP9645 Lincoln-Way, Suite 201Frankfort, IL 60423(815) 806-1705CIVIL ENGINEERMERITCORP4222 Meridian Parkway, Suite 112Aurora, IL 60504(630) 554-6655DISCLAIMER:FINAL MATERIALS AND FEATURES MAY CHANGE -REFERENCE BUILDING ELEVATIONS FOR FINAL APPEARANCE• 2012 International Building Code• 2012 International Fuel Gas Code• 2012 International Fire Code• 2012 International Mechanical Code• 2006 International Plumbing Code• Indiana Building Code, 2014 Edition (IBC Edition, 1st printing) ANSI A117.1-2009• 2009 Indiana Electric Code = 2008 National Electric Code + Indiana AmendmentsREVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set
GENERAL 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
PERFORMANCE STANDARDS (Continued)2. DO NOT PAINT:a. CONTACT SURFACES OR HIGH STRENGTH BOLTED MEMBERS.b. STEEL SCHEDULED TO BE COVERED BY SPRAYED-ON FIREPROOFING, SCHEDULED TO BE CONCEALED, OR SCHEDULED TO BE IN CONTACT WITH CONCRETE.E. OTHER MATERIAL1. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE SUBCONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT.F. ERECTION1. SURVEYS:a. ESTABLISH PERMANENT BENCHMARKS NECESSARY FOR ACCURATE ERECTION OF STRUCTURAL STEEL.b. CHECK ELEVATIONS OF CONCRETE SURFACES AND LOCATIONS OF ANCHOR BOLTS AND SIMILAR ITEMS, BEFORE ERECTION PROCEEDS.2. TEMPORARY SHORING AND BRACING:a. PROVIDE TEMPORARY SHORING AND BRACING MEMBERS WITH CONNECTIONS OF SUFFICIENT STRENGTHS TO BEAR IMPOSED LOADS.b. PROVIDE TEMPORARY GUY LINES TO ACHIEVE PROPER ALIGNMENT OF THE STRUCTURE AS ERECTION PROCEEDS.c. REMOVE TEMPORARY CONNECTIONS AND MEMBERS WITH PERMANENT MEMBERS ARE IN PLACE AND FINAL CONNECTIONS ARE MADE.3. ANCHOR BOLTS:a. CONCRETE SUBCONTRACTOR INSTALL ANCHOR BOLTS AND OTHER CONNECTORS REQUIRED FOR SECURING STRUCTURAL STEEL TO ADJACENT CONCRETE STRUCTURE.b. PROVIDE TEMPLATES AND OTHER DEVICES AS NEEDED FOR PRESETTING BOLTS AND OTHER ANCHORS TO ACCURATE LOCATIONS.4. SETTING BASES AND BEARING PLATES:a. CLEAN CONCRETE BEARING SURFACES FREE FROM BOND REDUCING MATERIALS AND THEN ROUGHEN TO IMPROVE BOND TO SURFACE.b. CLEAN THE BOTTOM SURFACE OF BASE AND BEARING PLATES.c. SET LOOSE AND ATTACHED BASE PLATES AND BEARING PLATES FOR STRUCTURAL MEMBERS IN WEDGES OR OTHER ADJUSTING DEVICES.d. TIGHTEN ANCHOR BOLTS AFTER SUPPORTED MEMBERS HAVE BEEN POSITIONED AND PLUMBED.e. DO NOT REMOVE WEDGES OR SHIMS BUT, IF PROTRUDING, CUT-OFF FLUSH WITH THE EDGE OF THE BASE OR BEARING PLATE PRIOR TOPACKING WITH GROUT.f. PACK GROUT SOLIDLY BETWEEN BEARING SURFACES AND BASES OR PLATES TO ASSURE THAT NO VOIDS REMAIN.g. FINISH EXPOSED SURFACES, PROTECT INSTALLED MATERIALS, AND ALLOW RECOMMENDATIONS AS APPROVED BY E.O.R AND THE DESIGN/BUILDER.5. FIELD ASSEMBLYa. SET STRUCTURAL FRAMES ACCURATELY TO THE LINES AND ELEVATIONS INDICATED.b. ALIGN AND ADJUST THE MEMBERS FORMING PART OF A COMPLETE FRAME OR STRUCTURE BEFORE FASTENING PERMANENTLY.c. CLEAN THE BEARING SURFACES AND OTHER SURFACES WHICH WILL BE IN PERMANENT CONTACT BEFORE ASSEMBLY.d. ADJUST AS REQUIRED TO COMPENSATE FOR DISCREPANCIES IN ELEVATION AND ALIGNMENT.e. LEVEL AND PLUMB INDIVIDUAL MEMBERS OF THE STRUCTURE WITHIN SPECIFIED AISC TOLERANCES.f. ESTABLISH REQUIRED LEVELING AND PLUMBING MEASUREMENTS ON THE MEAN OPERATING TEMPERATURE OF THE STRUCTURE, MAKING ALLOWANCES FOR THE DIFFERENCE BETWEEN TEMPERATURE AT TIME OF ERECTION AND THE MEAN TEMPERATURE AT WHICH THE STRUCTURE WILL BE WHEN COMPLETED AND IN SERVICE.g. COMPLY WITH AISC SPECIFICATIONS FOR BEARING, ADEQUACY OF TEMPORARY CONNECTIONS, ALIGNMENT, AND REMOVAL OF PAINT ON SURFACES ADJACENT TO WELDS.6. GAS CUTTING:a. DO NOT USE GAS CUTTING TORCHES FOR CORRECTING FABRICATING ERRORS IN STRUCTURAL FRAMING, EXCEPT ON SECONDARY MEMBERS WHERE ACCEPTABLE TO THE STRUCTURAL ENGINEER OF RECORD.b. WHEN GAS CUTTING IS PERMITTED, FINISH THE GAS CUT SECTION TO A SHEARED APPEARANCE ACCEPTABLE TO THE ARCHITECT.G. PAINTING1. SECURE ALL REQUIRED APPROVALS OF WELDING AND CONNECTIONS PRIOR TO APPLICATION OF FIELD PRIMER.2. NOTIFY THE ARCHITECT WHEN THE WORK OF THIS SECTION IS READY TO RECEIVE PRIMER.3. PRIME COAT STRUCTURAL STEEL AND FITTINGS, EXCEPT GALVANIZED ITEMS, WHICH WILL NOT BE ENCLOSED OR CONCEALED IN THE FINISHED WORK.a. PREPARE SURFACES BY REMOVING LOOSE RUST, LOOSE MILL SCALE, AND SPATTER, SLAG, AND FLUX DEPOSITS.b. CLEAN STEEL IN ACCORDANCE WITH STEEL STRUCTURES PAINTING COUNCIL SP-3, "POWER TOOL CLEANING."c. AFTER ERECTION, CLEAN SPOTS AND SURFACES WHERE PAINT HAS BEEN REMOVED, DAMAGED, OR BURNED-OFF, AND CLEAN FILED BOLTS AND OTHER FILED CONNECTIONS NOT CONCEALED IN THE FINISHED WORK.d. REMOVE DIRT, OIL AND GREASE. MUST BE INSTALLED CLEANEDAND READY TO PAINTe. APPLY A SPOT COAT OF THE APPROVED PRIMER.f. DO NOT APPLY PAINT TO WET, DAMP, OILY, OR IMPROPERLY PREPARED SURFACES.g. SPRAY APPLY THE PRIMER, FILLING JOINTS AND CORNERS, AND COVERING SURFACES WITH A SMOOTH UNBROKEN FILM OF AT LEAST 1.5 DRY MIL THICKNESS.6. METAL JOISTSA. QUALITY ASSURANCE1. IN ADDITION TO COMPLYING WITH PERTINENT REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, COMPLY WITH THE "STANDARD LOAD TABLES" AND PERTINENT STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE.B. MATERIALS1. PROVIDE STEEL JOISTS AND ACCESSORIES SYSTEM IN DIMENSIONS AND ARRANGEMENTS SHOWN ON THE DRAWINGS.C. FABRICATION1. FABRICATE THE STEEL JOISTS SYSTEM IN STRICT ACCORDANCE WITH THE APPROVED SHOP DRAWINGS AND THE REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, AND IN ACCORDANCE WITH THE FOLLOWING AS PERTINENT:a. VERIFY DIMENSIONS PRIOR TO FABRICATION.b. PROVIDE TOP AND BOTTOM JOIST CHORD EXTENSIONS WHERE INDICATED ON THE DRAWINGS OR OTHERWISE REQUIRED.c. WHERE WOOD NAILERS ARE REQUIRED:i. DRILL HOLES AT PROPER LOCATIONS IN TOPCHORDS.ii. WELD THREADED LUGS TO TOP CHORDS FOR ATTACHMENT OF THE NAILERS.iii. MAKE ALLOWANCE IN BOTTOM CHORDS TO COMPENSATE FOR REDUCTION IN CROSSSECTIONAL AREA OF TOP CHORDS.d. CAMBER JOISTS TO ACCOMMODATE DEAD LOAD DEFLECTION.D. OTHER MATERIALS1. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR, SUBJECT TO THE APPROVAL OF THE ARCHITECT.E. INSTALLATION1. COORDINATE AS REQUIRED WITH OTHER TRADES TO ASSUREPROPER AND ADEQUATE PROVISION IN THE WORK OF THOSE TRADES FOR INTERFACE WITH THE WORK OF THIS SECTION.2. INSTALL THE WORK OF THIS SECTION IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, THE APPROVED SHOP DRAWINGS,PERTINENT REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, AND THE MANUFACTURER RECOMMENDEDINSTALLATION PROCEDURES AS APPROVED BY THE ARCHITECT, ANCHORING ALL COMPONENTS FIRMLY INTO POSITION \FOR LONG LIFE UNDER HARD USE.3. JOISTS MUST BE INSTALLED CLEANED AND READY TO PAINT 7. METAL DECKINGA. QUALITY ASSURANCE1. WHEN THE MATERIALS OF THIS SECTION ARE USED AS PART OF ANASSEMBLY INDICATED ON THE DRAWINGS IN WHICH FIRE RESISTIVE CONSTRUCTION RATINGS ARE REQUIRED, DEMONSTRATE APPROVAL BY UNDERWRITER' LABORATORIES, INC. AND THE GOVERNMENTAL AGENCIES HAVING JURISDICTION. B. PRODUCT HANDLING1. COMPLY WITH PERTINENT PROVISIONS OF SECTION 01640.C. METAL DECK UNITS1. DESIGN THE UNITS IN ACCORDANCE WITH THE STEEL DECK INSTITUTE "DESIGN MANUAL FOR COMPOSITE DECKS, FORMED DECKS, AND ROOFDECKS," WITH APPROPRIATE STEEL FIBER STRESS LIMITATIONS AND APPROPRIATE MAXIMUM LIVE LOAD DEFLECTION LIMITATIONS.2. PROVIDE PATTERN AS SHOWN ON THE DRAWINGS, GALVANIZED IN ACCORDANCE WITH ASTM A446, GRADE A, AND ASTM A525, DESIGNATION G60.D. ACCESSORIES1. PROVIDE ACCESSORIES SPECIFICALLY DESIGNED TO BE USED WITH THE METAL DECK UNITS SUPPLIED TO THE WORK, AND AS NORMALTO THE USES SHOWN ON THE DRAWINGS.2. PROVIDE OTHER MATERIALS NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR, SUBJECT TO THE APPROVAL OF THE ARCHITECT.E. INSTALLATION1. PRIOR TO START OF INSTALLATION, VERIFY THAT BEAMS ARE IN PROPER ALIGNMENT AND THAT SURFACES ARE CLEAN FOR WELDING.2. PLACE EACH UNIT ON THE SUPPORTING STEEL FRAMEWORK, AND ADJUST TO FINAL POSITION PRIOR TO PERMANENT WELDING. ALIGNEACH UNIT AND FASTEN INTO FINAL LOCATION IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES AS APPROVED BY THE ARCHITECT.3. INSTALL ACCESSORY ITEMS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AS APPROVED BY THE ARCHITECT.4. FASTEN ROOF DECK UNITS TO STEEL SUPPORTING MEMBERS BY NOT LESS THAN " DIAMETER FUSION WELDS OR ELONGATED WELDS OFEQUAL STRENGTH, SPACED NOT MORE THAN 12" O.C. AT EVERY SUPPORT, AND AT CLOSER SPACING AND LARGER DIAMETER WHERE REQUIRED FOR LATERAL FORCE RESISTANCE (SEE STRUCTURAL NOTES). IN ADDITION, SECURE DECKS TO EACH SUPPORTING MEMBER IN RIBS WHERE SIDE LAPS OCCUR. COMPLY WITH AWS REQUIREMENTS ANDPROCEDURES FOR MANUAL SHIELDED METAL ARC WELDING, APPEARANCE AND QUALITY OF WELD, AND METHODS USED IN CORRECTING WELDINGWORK. USE WELDING WASHERS WHERE RECOMMENDED BY DECK MANUFACTURER. MECHANICALLY FASTEN SIDE LAPS OF ADJACENT DECKUNITS BETWEEN SUPPORTS, AT INTERVALS NOT EXCEEDING 36" O.C., USING SELF-TAPPING NO. 8 OR LARGER MACHINE SCREWS, OR AT A CLOSER SPACING AS REQUIRED FOR LATERAL FORCE RESISTANCE, SEE STRUCTURAL DRAWINGS. UPLIFT LOADING: INSTALL AND ANCHOR ROOFDECK UNITS TO RESIST GROSS UPLIFT LOADING OF 25 LBS. PER SQ. FT. AT EAVE OVERHANG AND 15 LBS. PER SQ. FT. FOR OTHER ROOF AREAS.5. METAL DECKING MUST BE INSTALLED CLEANED AND READY TO PAINTF. TOUCH-UP1. UPON COMPLETION OF INSTALLATION, AND A CONDITION OF ITS ACCEPTANCE, VISUALLY INSPECT EACH ITEM INSTALLED UNDERTHIS SECTION AND LOCATE SURFACES WHERE FINISH WAS DAMAGED.a. TOUCH-UP GALVANIZED SURFACES WITH ZINC RICH PRIMER OR OTHER GALVANIZED REPAIR PAINT APPROVED FOR THE PURPOSE BY THE ARCHITECT.b. TOUCH-UP DAMAGED SURFACES AS REQUIRED TO RETURN THE SURFACES TO CONDITION COMMENSURATE WITH THE SERVICE REQUIRED.8. COLD-FORMED METAL FRAMINGA. PRODUCT HANDLING1. PROTECTION:a. DELIVER THE MATERIALS TO THE JOB SITE AND STORE IN A SAFE AREA, OUT-OF-THE-WAY OF TRAFFIC, AND SHORED-UP OFF THE GROUND SURFACE.b. PROTECT METALS WITH ADEQUATE WATERPROOF OUTER WRAPPINGS.c. USE EXTREME CARE IN OFF-LOADING OF MATERIALS TO PREVENT DAMAGE.B. MATERIALS1. ALL STUDS AND/OR JOISTS AND ACCESSORIES SHALL BE MADE OF THE TYPE, SIZE, GAUGE AND SPACING SHOWN ON THE DRAWINGS, AND SHALL BE MANUFACTURED BY UNIMAST INCORPORATED, OR EQUAL WHEN APPROVED IN ADVANCE BY THE DESIGN/BUILDER.2. ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS," 2007 EDITION.3. ALL STRUCTURAL MEMBERS SHALL BE FORMED FROM CORROSION- RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM A446, WITH A MINIMUM YIELD STRENGTH OF 40 KSI (50 KSI) (33 KSI) FOR SJ STUDS AND GRADE A, 33 KSI, FORCR RUNNERS.4. ALL STRUCTURAL MEMBERS SHALL BE ZINC COATED MEETING ASTM A525.C. FABRICATION1. PRIOR TO FABRICATION OF FRAMING, THE CONTRACTOR SHALL SUBMIT FABRICATION AND ERECTION DRAWINGS TO THE ARCHITECT OR ENGINEER TO OBTAIN APPROVAL.2. PREFABRICATION PANELS SHALL BE SQUARE, WITH COMPONENTS ATTACHED IN A MANNER TO PREVENT RACKING AND TO MINIMIZE DISTORTION WHILE LIFTING AND TRANSPORTING.3. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR, AS REQUIRED,FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS.4. IN ALL DOUBLED JAMB STUDS AND DOUBLED HEADERS NOT ACCESSIBLE TO INSULATION CONTRACTORS, INSULATION EQUAL TO THAT OF SPECIFIED ELSEWHERE SHALL BE PROVIDED.5. ALL FRAMING COMPONENTS SHALL BE PLUMBED, ALIGNED AND LEVELED.6. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLINGSCREWS OR WELDING. SCREWS AND WELDS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED-UP WITH A ZINC-RICH PAINT.7. SPLICES IN FRAMING COMPONENTS, OTHER THAN RUNNER TRACK, SHALL NOT BE PERMITTED.8. ABUTTING LENGTHS OF RUNNER SHALL BE BUTTWELDED, SPLICED OR EACH LENGTH SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT. RUNNERS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS SHOWN ON THE DRAWINGS.9. TEMPORARY BRACING, WHERE REQUIRED, SHALL BE PROVIDED UNTIL ERECTION IS COMPLETE.D. INSTALLATION (NON-LOAD BEARING CURTAIN WALLS)1. STUDS SHALL BE SECURED TO CONTINUOUS RUNNER TRACKS UNLESS THE STUD END TERMINATES AT DEFLECTION TRACK.2. INSTALLATION OF CURTAIN WALL FRAMING SHALL ACCOMMODATE VERTICAL DISPLACEMENTS OF " OF THE PRIMARY FRAME. THIS SHALL INCLUDE SLIDE CLIPS AND DEFLECTION SLIP TRACKS AS SHOWN ON THE DRAWINGS.3. FRAMING OF WALL OPENINGS SHALL INCLUDE HEADERS AND JAMBS AS SHOWN ON THE DRAWINGS.E. INSTALLATION (AXIAL LOAD BEARING WALLS)1. AXIALLY LOADED STUDS SHALL BE INSTALLED SO THE ENDS ARE POSITIONED AGAINST THE INSIDE OF THE RUNNER TRACK WEB PRIORTO FASTENING AND SHALL BE ATTACHED TO BOTH FLANGES OF THE UPPER AND LOWER RUNNER TRACKS.2. COMPLETE, UNIFORM AND LEVEL BEARING SUPPORT SHALL BE PROVIDED FOR THE BOTTOM RUNNER.3. FRAMING OF WALL OPENINGS SHALL INCLUDE HEADERS AND SUPPORTING STUDS AS SHOWN ON THE DRAWINGS.4. RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL BE PROVIDED BY HORIZONTAL STRAP AND BLOCKING OR COLD-ROLLED CHANNEL BRACING AS SHOWN ON THE DRAWINGS.5. DIAGONALLY BRACED STUD WALLS, AS INDICATED ON THE DRAWINGS, SHALL BE PROVIDED AT LOCATIONS DESIGNATED AS "SHEAR WALLS" FOR FRAME STABILITY AND LATERAL LOAD RESISTANCE. ADDITIONAL STUDIES, WHEN NECESSARY, SHALL BE POSITIONED AS INDICATED ON THE DRAWINGS AND ADEQUATELY ATTACHED TO THE STRUCTURE TO RESIST THE VERTICAL COMPONENTS OF THE LOADS.F. INSTALLATION (JOISTS)1. UNIFORM AND LEVEL JOIST BEARING SHALL BE PROVIDED AT THE FOUNDATION WALLS BY MEANS OF SHIMS AND/OR NON-SETTING GROUT.2. JOISTS SHALL BE LOCATED DIRECTLY OVER BEARING STUDS, OR A LOAD DISTRIBUTION MEMBER SHALL BE PROVIDED AT THE TOP OF THE BEARING WALL.3. WEB STIFFENERS SHALL BE PROVIDED AT REACTION POINTS AND/OR ATPOINTS OF CONCENTRATED LOADS WHERE INDICATED ON THE DRAWINGS.4. JOIST BRIDGING SHALL BE PROVIDED UNDER PARALLEL PARTITIONS WHEN THE PARTITION LENGTH EXCEEDS ONE-HALF THE JOIST SPAN, AND AROUND ALL FLOOR AND ROOF OPENINGS, WHICH INTERRUPT ONE OR MORE SPANNING MEMBERS, UNLESS OTHERWISE NOTED.5. END BLOCKING SHALL BE PROVIDED WHERE JOIST ENDS ARE NOT OTHERWISE RESTRAINED FROM ROTATION.9.. METAL FABRICATIONSA. QUALITY ASSURANCE1. PERFORM SHOP AND/OR FIELD WELDING REQUIRED IN CONNECTIONWITH THE WORK OF THIS SECTION IN STRICT ACCORDANCE WITH PERTINENT RECOMMENDATIONS OF THE AMERICAN WELDING SOCIETY.B. PRODUCT HANDLING1. COMPLY WITH PERTINENT PROVISIONS OF SECTION 01640.C. MATERIALS1. IN FABRICATING ITEMS WHICH WILL BE EXPOSED TO VIEW, LIMIT MATERIALS TO THOSE WHICH ARE FREE FROM SURFACE BLEMISHES, PITTING, ROLLED TRADE NAMES, AND ROUGHNESS.2. COMPLY WITH FOLLOWING STANDARDS, AS PERTINENT:a. STEEL PLATES, SHAPES, AND BARS: ASTM A36b. STEEL PLATES TO BE BENT OR COLD-FORMED: ASTM A283, GRADE Cc. STEEL TUBING (HOT-FORMED, WELDED, OR SEAMLESS):ASTM A501d. STEEL BARS AND BAR SIZE SHAPES: ASTM A306, GRADE 65, OR ASTM A36e. COLD FINISHED STEEL BARS: ASTM A108f. COLD ROLLED CARBON STEEL SHEETS: ASTM A336g. GALVANIZED CARBON STEEL SHEETS: ASTM A526, WITH G90 ZINC COATING IN ACCORDANCE WITH ASTM 525h. STAINLESS STEEL SHEETS: AISI TYPE 302 OR 304, 24 GAUGE, WITH NO. 4 FINISHi. GRAY IRON CASTINGS: ASTM A48, CLASS 10j. MALLEABLE IRON CASTINGS: ASTM A47k. STEEL PIPE: ASTM A53, GRADE A, SCHEDULE 40, BLACK FINISH UNLESS OTHERWISE NOTEDl. CONCRETE INSERTS:i. THREADED OR WEDGE TYPE GALVANIZED FERROUS CASTINGS OF MALLEABLE IRON COMPLYING WITH ASTM A27ii. PROVIDE REQUIRED BOLTS, SHIMS, AND WASHERS, HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A153D. FASTENERS1. GENERAL:a. FOR EXTERIOR USE AND WHERE BUILT INTO EXTERIOR WALLS, PROVIDE ZINC COATED FASTENERS.b. PROVIDE FASTENERS OF TYPE, GRADE, AND CLASS REQUIRED FOR THE PARTICULAR USE.2. COMPLY WITH FOLLOWING STANDARDS AS PERTINENT:a. BOLTS AND NUTS: PROVIDE HEXAGON HEAD REGULAR TYPE COMPLYING WITH ASTM A307, GRADE A.b. LAG BOLTS: PROVIDE SQUARE HEAD TYPE COMPLYING WITH FED. SPEC. FF-B-561.c. MACHINE SCREWS: PROVIDE CADMIUM PLATED STEEL TYPE COMPLYING WITH FED. SPEC. FF-S-111.d. WASHERS:i. PLAIN WASHERS; COMPLY WITH FED. SPEC. FF-W-92, ROUND, CARBON STEEL.ii. LOCK WASHERS; COMPLY WITH FED. SPEC. FF-W-84, HELICAL SPRING TYPE CARBON STEEL.e. TOGGLE BOLTS: PROVIDE TYPE, CLASS, AND STYLE NEEDED, BUT COMPLYING WITH FED. SPEC. FF-S-588.f. ANCHORAGE DEVICES: PROVIDE EXPANSION SHIELD COMPLYING WITH FED. SPEC. FF-S-325.E. OTHER MATERIALS1. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE SUBCONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT.F. SHOP PAINT1. PRIMER: USE "RUSTOLEUM NO. 5769 PRIMER" OR EQUAL.2. FOR REPAIR OF GALVANIZING, USE A HIGH ZINC DUST CONTENT PAINT COMPLYING WITH MIL-P-21035.G. FABRICATION1. EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS OR APPROVED SHOP DRAWINGS, USE MATERIALS OF SIZE, THICKNESS, AND TYPE REQUIRED TO PRODUCE REASONABLE STRENGTH AND DURABILITY IN THE WORK OF THIS SECTION.2. FABRICATE WITH ACCURATE ANGLES AND SURFACES WHICH ARE TRUE TO THE REQUIRED LINES AND LEVELS, GRINDING EXPOSED WELDS SMOOTH AND FLUSH, FORMING EXPOSED CONNECTIONS WITH HAIRLINE JOINTS, AND USING CONCEALED FASTENERSWHEREVER POSSIBLE.3. PRIOR TO SHOP PAINTING OR PRIMING, PROPERLY CLEAN METAL SURFACES AS REQUIRED FOR THE APPLIED FINISH AND FOR THE PROPOSED USE OF THE ITEM.4. ON SURFACES INACCESSIBLE AFTER ASSEMBLY OR ERECTION, APPLY 2 COATS OF THE SPECIFIED PRIMER. CHANGE COLOR OF SECOND COAT TO DISTINGUISH IT FROM THE FIRST.H. COORDINATION1. COORDINATE AS REQUIRED WITH OTHER TRADES TO ASSURE PROPER AND ADEQUATE PROVISIONS IN THE WORK OF THOSE TRADES FOR INTERFACE WITH THE WORK OF THIS SECTION.I. INSTALLATION1. GENERALa. SET WORK ACCURATELY INTO POSITION, PLUMB, LEVEL, TRUE AND FREE FROM RACK.b. ANCHOR FIRMLY INTO POSITION.c. WHERE FIELD WELDING IS REQUIRED, COMPLY WITH AWS RECOMMENDED PROCEDURES OF MANUAL SHIELDED METAL ARC WELDING FOR APPEARANCE AND QUALITY OF WELD AND FOR METHODS TO BE USED IN CORRECTING WELDING WORK.d. GRIND EXPOSED WELDS SMOOTH AND TOUCH-UP SHOP PRIME COATS.e. DO NOT CUT, WELD, OR ABRADE SURFACES WHICH HAVE BEEN HOT DIP GALVANIZED AFTER FABRICATION AND WHICH ARE INTENDED FOR BOLTED OR SCREWED FIELD CONNECTIONS.f. FASTENERS MUST BE INSTALLED CLEANED AND READY TO PAINT2. IMMEDIATELY AFTER ERECTION, CLEAR THE FIELD WELDS, BOLTED CONNECTIONS, AND ABRADED AREAS OF SHOP PRIMING. PAINT THE EXPOSED AREAS WITH SAME MATERIAL USED FOR SHOP PRIMING.DIVISION 06 - 06 00 00 WOOD, PLASTICS AND COMPOSITESCOMPLY WITH ALL APPLICABLE INDUSTRY STANDARDS INCLUDING, BUT NOT LIMITEDTO, NFPA, APA, AWI AND ASSOCIATED SECTIONS OF ASTM.1. ROUGH CARPENTRY:A. CONTRACTOR TO FURNISH AND INSTALL ALL WOOD BLOCKING, ROUGH FRAMING, WOOD GROUNDS, NAILERS, FURRING, UNDERLAYMENT, BACKER BOARDS, AND OTHER WOOD REINFORCING WHERE INDICATED ON THE DRAWINGS OR WHERE REQUIRED FOR ADEQUATE SUPPORT OF NEW WORK.B. GRADES SHALL BE AS FOLLOWS:1. LUMBER SHALL BE S4S, S-DRY, UTILITY GRADE FOR PLATES, BACKING AND NAILERS. PROVIDE ALL HARDWARE AND ACCESSORIES AS REQUIRED.2. PROVIDE AWPA C2, AWPB LP-2 PRESERVATIVE TREATED WOOD FOR ALL ROOF NAILERS AND BLOCKING.3. PROVIDE APA GRADE B-C, INTERIOR, " THICK PLYWOOD BACKER BOARD FOR TELEPHONE EQUIPMENT. PROVIDE B-C GRADE EXTERIOR GLUE FOR ALL CABINET AND CASE WORK WITH DETAILS AS SHOWN IN DRAWINGS OR ON APPROVED SHOPDRAWINGS. USE FIRE RETARDANT TREATED PLYWOOD FORTELEPHONE/ELECTRICAL EQUIPMENT BACKER PANELS.2. ARCHITECTURAL WOODWORK AND CABINETRY:A. THIS CONTRACTOR TO FURNISH AND INSTALL ALL CUSTOM ARCHITECTURAL WOODWORK INCLUDING BUT NOT LIMITED TO:1. STANDING OR RUNNING TRIM2. WOOD CABINETS AND HARDWARE3. DOORS AND HARDWARE4. WOOD FRAMES5. SHELVING AND HARDWARE6. PLASTIC LAMINATE CASEWORKB. QUALITY AND WORKMANSHIP: ALL MATERIALS AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH THE ARCHITECTURAL WOODWORK INSTITUTE (AWI) CUSTOM GRADE FLUSH OVERLAY DESIGN. PROVIDE CONCEALED HINGES, BALL-BEARING SLIDES, PULLS AND ALL OTHERHARDWARE AND ACCESSORIES AS REQUIRED. REFER TO FINISH LEGEND SECTION OF THE SPECIFICATIONS FOR LAMINATE COLORS.C. MATERIALS AND FINISHES: MATERIALS AND FINISHES SHALL BE SPECIFIED ON THE DRAWINGS. SAMPLES SHALL BE SUBMITTED FOR APPROVAL AS SPECIFIED.D. SHOP DRAWINGS: CONSTRUCTION MANAGER SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL AS SPECIFIED.E. PROVIDE CUTOUTS FOR PLUMBING AND POWER/DATA DEVICES AS INDICATED ON DRAWINGS. CONSTRUCTION MANAGER TO COORDINATE VARIOUS TRADES.F. VERTICAL SURFACE LAMINATE SHALL BE GRADE 55. EDGES SHALL BE FINISHED WITH 1 MM PVC MATCHING LAMINATE COLOR, UNLESS NOTED OTHERWISE.G. COUNTERTOP, SHELVING AND STOOL LAMINATE SHALL BE GRADE 10. TOPS SHALL HAVE BACKSPLASHES, END SPLASHES AND EITHER SQUARE EDGE, SELF EDGE OR BULLNOSE PROFILED. EXPOSED EDGES SHALL BE COVERED WITH THE SAME LAMINATE AS THE TOP.3. FINISHED CARPENTRY:A. LUMBER SHALL BE KILN DRIED WITH A MOISTURE CONTENT OF 9% AND 12%.B. SOFTWOOD LUMBER SHALL BE AWI CUSTOM GRADE MEETING PS 20.C. HARDWOOD LUMBER SHALL BE AWI CUSTOM GRADE MEETING FS MMM-L-736.4. CASEWORK: ALL CASEWORK SHALL CONFORM TO AWI CUSTOM GRADE FLUSHOVERLAY DESIGN. PROVIDE CONCEALED HINGES, BALL-BEARING SLIDES, PULLSAND ALL OTHER HARDWARE AND ACCESSORIES AS REQUIRED. REFER TO THE FINISH LEGEND SECTION OF THE DRAWINGS FOR FINISH.A. VERTICAL SURFACE LAMINATE SHALL BE GRADE 55. EDGES SHALL BE FINISHED WITH ONE MM PVC MATCHING LAMINATE COLOR, UNLESS NOTEDOTHERWISE.B. COUNTERTOP, SHELVING AND STOOL LAMINATE SHALL BE GRADE 10. TOPS SHALL HAVE BACKSPLASHES, END SPLASHES AND EITHER SQUARE EDGE, SELF EDGE OR BULLNOSE PROFILE. EXPOSED EDGES SHALL BE COVERED WITH THE SAME LAMINATE TOP.DIVISION 07 - 07 00 00 THERMAL AND MOISTURE PROTECTION COMPLY WITH ALL APPLICABLE INDUSTRY STANDARDS INCLUDING,BUT NOT LIMITED TO, ASSOCIATED SECTIONS OF ASTM.1. BUILDING INSULATION: EXTERIOR WALL ASSEMBLIES SHALL HAVE A MINIMUM R-VALUE OF 19. ALL ROOF ASSEMBLIES SHALL HAVE A MINIMUM R-VALUE OF 20. 2. E.I.F.S: POLYMER MODIFIED (PM) SYSTEM SHALL BE REQUIRED OVER MANUFACTURED APPROVED RIGID INSULATION AND SUBSTRATE. RIGIDINSULATION SHALL BE 1 1/2" THICK MINIMUM. VERTICAL AND HORIZONTAL CONTROL JOINTS SHALL BE PLACED IN THE SURFACE OF THE E.I.F.S SYSTEM. CONTROL JOINTS SHOWN ON CONSTRUCTION DRAWINGS ARE FOR REFERENCE AS A MINIMUM AND SHALL BE PLACED ACCORDING TO MANUFACTURERS SPECIFICATIONS. HIGH IMPACT PM SYSTEM SHALL BE REQUIRED FROM GRADE TO 6' ABOVE GRADE WHERE EIFS IS WITHIN 6' OF GRADE.3. ASPHALT SHINGLES: ARCHITECTURAL; MINIMUM 25 YEAR, 250#/SQUARE, 80 MPH, SHALL BE REQUIRED.4. ASPHALT SHINGLE UNDERLAYMENT: ICE DAM PROTECTION MEMBRANE SHALL BE REQUIRED ADJACENT TO DRIP EDGES ON TOP OF ROOF SHEATHING AND IN ALL VALLEYS. 15# FELT, MIMIMUM, SHALL BE REQUIRED ON OTHER ROOF SURFACES UNDER SHINGLES.5. EPDM SINGLE PLY MEMBRANE ROOFING: PROVIDE AN INSTALLEDROOFING MEMBRANE AND BASE FLASHING SYSTEM THAT DOES NOT PERMIT THE PASSAGE OF WATER, AND WILL WITHSTAND THE DESIGN PRESSURES CALCULATED IN ACCORDANCE WITH THE MOST CURRENT REVISION OF ASCE 7. MINIMUM MEMBRANE THICKNESS, FULLY ADHERED 60 MIL.6. SHEET METAL FLASHING AND TRIM: INSTALL SHEET METAL FLASHING AND TRIM TO WITHSTAND WIND LOADS, STRUCTURAL MOVEMENT, THERMALLY INDUCED MOVEMENT, AND EXPOSURE TO WEATHER WITHOUT FAILING, RATTLING, LEAKING, AND FASTENER DISENGAGEMENT. MIMINUM WIND LOADS SHALL BE SPECIFIED IN THE STRUCTURAL DRAWINGS IN THE CONSTRUCTION DRAWING SET.7. JOINT SEALANT: SEALANT WITH COMPATIBLE BACKUP MATERIAL IN ALL JOINTS INDICATED AND AS OTHERWISE NECESSARY FOR FILLING VOIDS AND MAINTAINING WEATHERPROOF ENCLOSURE. PREPARE SURFACESAND INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS. VERIFY COMPATIBILITY OF SUBSTRATES AND ADJACENT MATERIALS USED PRIOR TO START OF INSTALLATION.8. CAULKING: RESPECTIVE SUBCONTRACTOR SHALL PLACE CAULK AT ALL LOCATIONS WHERE EXTERIOR OR INTERIOR MATERIALS INTERFACE WITHOUTA MECHANICAL OR SPECIFIC CONNECTION SYSTEM. CAULK SHALL ALSO BE PLACED PER DRAWING AND MANUFACTURER SPECIFICATIONS AT ALL LOCATIONS WHERE PENETRATIONS OR OPENINGS ARE REQUIRED TO BE SEALED OR ARE TO BE SEALED PER DESIGN REQUIREMENT.DIVISION 08 - 08 00 00 OPENINGSCOMPLY WITH ALL APPLICABLE INDUSTRY STANDARDS INCLUDING, BUT NOTLIMITED TO, AWI, FGMA, HMMA AND ASSOCIATED SECTIONS OF ASTM.1. DOOR TYPES: SEE THE HMMA GUIDE SPECIFICATIONS FOR COMPLETE DETAILS AND SPECIFICATIONS.2. STEEL DOORS AND FRAMES:A. DOORS: CONFORM TO SDI-100, GRADE II HEAVY DUTY, MODEL I, FULL FLUSH DESIGN. EXTERIOR DOORS SHALL HAVE POLYSTYRENE ORPOLYURETHANE CORE, R>=7. INTERIOR DOORS SHALL HAVE DRAFT-HONEYCOMB CORE EXCEPT AS NECESSARY TO CONFORM TO LABEL REQUIREMENTS. PROVIDE HARDWARE REINFORCEMENT, LOUVERS, GLAZING FRAMES AND OTHER ACCESSORIES AS INDICATED AND REQUIRED.B. HM FRAMES: CONFORM TO SDI-100 AND 14 GA. GALVANIZED MATERIAL. JOINTS SHALL BE MITERED, CONTINUOUSLY WELDED AND GROUND SMOOTH. PROVIDE CONCEALED HARDWARE REINFORCEMENT OF SHEET OR BAR STEEL OF SUFFICIENT SIZE TO RECEIVE FASTENING HARDWARE.3. WOOD DOORS: WOOD DOORS SHALL CONFORM TO AWI-1300, CUSTOM GRADE, FLUSH FACE, WITH PARTICLE CORE, OR PC-7. PROVIDE MULTI-PLY LAMINATED STILES BONDED TO THE CORE AND INTERNAL BLOCKING FOR LOCKSETS, CLOSERS AND EXIT DEVICES. ACCEPTABLE MANUFACTURERS ARE FENESTRA,BUELL, ALGOMA, EGGERS OR WAYERHAUSER. PROVIDE 5 YEAR WARRANTY.4. VISION PANELS: WHERE ALLOWED BY GOVERNING BUILDING CODES AND REQUESTED BY THE OWNER OR CHURCH, VISION PANELS SIZED AND CONSTRUCTED ACCORDING TO THE GOVERNING CODES WILL BE INSTALLED TELECOM EQUIPMENT ROOMS, OFFICE AND TELECOM EQUIPMENT ROOMS, STAIRWELLS, COMMUNICATING CORRIDORS, BREAK ROOMS, AND ANY OTHERFREQUENTLY USED DOORS.5. ALUMINUM STOREFRONT & SIDELITES: ALL PRODUCTS OF A SINGLE MANUFACTURER (EFCO, KAWNEER, TUBELITE OR APPROVED EQUAL), WITH KYNAR 500 COATING (COLOR AS SELECTED BY OWNER). CONFORM TOPERFORMANCE SPECIFICATIONS AS PUBLISHED BY THE MANUFACTURER FOR INDICATED PRODUCTS. PROVIDE ALL REQUIRED HARDWARE, FLASHING AND ACCESSORIES. INSTALL PLUMB, LEVEL AND TRUE TO LINE, IN ACCORDANCEWITH MANUFACTURER'S INSTRUCTIONS, SEAL CONCEALED JOINTS AND OPENING PERIMETERS TO PROVIDE WEATHERTIGHT ENCLOSURE. PROTECT FROM DAMAGE DURING AND AFTER INSTALLATION.A. FRAMING: EXTRUDED FRAMES FOR 1" GLAZING THICKNESS, FLUSH GLAZED. DESIGN SYSTEM MULLIONS TO RESIST A PRESSURE OF 25 PSF ACTING INWARD AND OUTWARD WITH A MAXIMUM DEFLECTION OF OF SPAN. PROVIDE NON-CORROSIVE STEEL REINFORCEMENT IN MEMBERS AS NECESSARY TO ACHIEVE DESIGN REQUIREMENTS. SUBMIT DESIGN DATA TO SUBSTANTIATE WIND LOAD DESIGN.B. WARRANT ENTIRE SYSTEM INCLUDING GLAZING, SETTING, ANCHORAGE, SEALING, STRUCTURAL ADEQUACY, PROPER OPERATION AND PERFORMANCE.6. GLASS AND GLAZINGPROVIDE GLASS AND GLAZING FOR DOORS, SIDELITES AND STOREFRONTS. USE SEALANTS WHICH ARE PROVEN COMPATIBLE WITH GLAZING, FRAME AND SETTING MATERIALS. SIZE GLASS TO WITHSTAND POSITIVE AND NEGATIVE LOADS NOT LESSTHAN 25 PSF PR ASTM E330 AND TO COMPLY WITH MANUFACTURER'S RECOMMENDATION. COLOR(S) SELECTED BY OWNER/ARCHITECT.A. CONFORM TO THE FOLLOWING:1. ASTM C1036 - "SPECIFICATIONS FOR FLAT GLASS" AND ASTM C1048 - "SPECIFICATIONS FOR HEAT TREATED FLAT GLASS" FOR FLAT GLASS MATERIALS. ALL VISION PANEL GLASS SHALL BE QUALITY Q3 SELECT GLAZING.2. FLAT GLASS MARKETING ASSOCIATION "GLAZING MANUAL" AND "GLAZING AND SEALING SYSTEMS MANUAL" FOR INSTALLATION METHODS.3. CONFORM TO REQUIREMENTS OF UL AND NFPA #80 FOR INSTALLATION OF GLASS IN FIRE RATED FRAMES.B. FLOAT GLASS: FULLY TEMPERED FLAT, CLASS 1, " THICK.C. TEMPERED GLASS: FULLY TEMPERED, " THICK. PROVIDE WHERE SAFETY GLAZING IS REQUIRED.D. TINTED GLASS: FULLY TEMPERED, " THICK, CONDITION A UNCOATED, TYPE 1, TRANSPARENT, FLAT, CLASS 3 TINTED, COLOR AS SELECTED BY OWNER.E. WIRE GLASS: TYPE II WIRED, CLASS 1 CLEAR, FORM 1 POLISHED Q8 GLAZING QUALITY, MESH M1 WELDED DIAMOND, " THICK.F. INSULATED GLASS UNITS: SIGMA #64-7-2 DOUBLE PANE WITH ELASTOMETRIC SECONDARY EDGE SEAL, OUTER PANE OF " TINTED GLASS, INNER PANE OF" CLEAR GLASS, TOTAL UNIT THICKNESS OF 1".G. BUTYL SEALANT: FS TT-S-1453, TYPE II, CLASS A, SINGLE COMPONENT, CHEMICAL SOLVENT CURING, CAPABLE OF WATER IMMERSION WITHOUT LOSS OFPROPERTIES, CURED SHORE A HARDNESS OF 15-25, COLOR AS SELECTED BY OWNER/ARCHITECT. FOR INTERIOR AND EXTERIOR APPLICATIONS.H. SILICONE SEALANT: FS TT-S-1453, TYPE II, CLASS A, SINGLE COMPONENT, CHEMICAL SOLVENT CURING, CAPABLE OF WATERIMMERSION WITHOUT LOSS OF PROPERTIES, CURED SHORE A HARDNESS OF 15-25, COLOR AS SELECTED BY OWNER/ARCHITECT. FOR INTERIOR AND EXTERIOR APPLICATIONS.I. SPACER SHIMS: NEOPRENE OR SILICONE; 50 SHORE A DUROMETER HARDNESS.J. GLAZING TAPE: PREFORMED BUTYL COMPOUND PRE-SHIMMED TYPE WITH INTEGRAL RESILIENT TUBE SPACING DEVICE; 10-15 SHORE A DUROMETER HARDNESS, COILED ON RELEASE PAPER.K. GLAZING SPLINES: RESILIENT POLYVINYL CHLORIDE EXTRUDED SHAPE TO SUIT GLAZING CHANNEL RETAINING SLOT.L. GLAZING CLIPS: MANUFACTURER'S STANDARD TYPE.7. FIRE RATED OPENINGS:A. FIRE-RATED OPENINGS: PROVIDE ALL REQUIRED HARDWARE FOR FIRE-RATED OPENINGS IN COMPLIANCE WITH NFPA STANDARD NO.80 AND LOCAL STATE BUILDING CODE REQUIREMENTS. PROVIDE ONLY HARDWARE WHICH HAS BEEN TESTED AND LISTED BY UL OR FM FOR TYPES AND SIZES OF DOORS REQUIRED AND COMPLIES WITH REQUIREMENTS OF DOOR AND DOOR LABELS.B. IN FIRE-RATED ASSEMBLIES THE FIRE RATING OF THE COMPLETE DOOR ASSEMBLIES WILL BE CONSISTENT WITH THE FIRE RATING OF THE ADJACENT WALL CONSTRUCTION.8. FINISH HARDWAREA. SCREW AND FASTENERS:1. FINISH ON ALL EXPOSED FASTENERS SHALL MATCH ITEM FASTENED.B. LOCKS:1. LOCKS SHALL BE CORROSION RESISTANT AND HAVE A MINIMUM THICKNESS OF 3/32".2. ALL LOCKSETS WITH BOLTS SHALL BE LISTED BY UL FOR "A."3. LOCKSETS TO BE USED ON EXTERIOR DOORS SHALL BE OF NON-FERROUS MATERIAL.4. LOCKSETS SHALL CONFORM TO FEDERAL SPECIFICATIONS, TYPE 86 & 87, AND BE CERTIFIED AS MEETING ANSI A158.2 GRADE 1 REQUIREMENTS.5. LOCKSETS ON DOOR OPENING INTO DC POWER OR ELECTRICAL ROOMS, STAIR OR ANY HAZARDOUS AREAS SHALL HAVE KNURLED LEVER HANDLES TO ALERT THE BLIND.6. ACCEPTABLE SERIES AND DESIGN FOR MORTISE LOCKS ARE AS FOLLOWS:a. SARGENT, YALE, CORBIN RUSSWIN7. ACCEPTABLE SERIES AND DESIGNS FOR CYLINDRICAL LOCKS ARE AS FOLLOWS:a. SARGENT, YALE, CORBIN RUSSWINC. HINGES:1. EXTERIOR DOOR HINGES SHALL BE NON-FERROUR METAL, HEAVY DUTY, BALLBEARING, 0.180 MIN. GAUGE WITH "NRP" NON-REMOVABLE PINS.2. INTERIOR DOORS HINGES SHALL BE STEEL, PLATED, 0.134 MIN. GAUGE FOR DOORS UP TO 3'-O" WIDE. FOR DOORS WIDER THAN 3'-0" PROVIDE 0.180 MIN. GAUGE. ALL HINGES, U.N.O., SHALL HAVE BALL BEARINGS.3. PROVIDE 1 PAIR OF HINGES FOR DOORS OVER 5'-0" TO 7'-0" HIGH AND 2 PAIR FOR DOORS OVER 7'-6" HIGH.4. PROVIDE 5" X 4" HINGES FOR DOORS OVER 3'-0" WIDE.5. ACCEPTABLE TYPES OF HINGES ARE AS FOLLOWS:a. BOMMERb. PIMKOc. McKINNEYD. ELECTROMAGNETIC HOLDERS:1. MAGNETIC HOLDERS SHALL BE UL LISTED. VOLTAGE: 24 VOLT AC; 120 VOLT AC. FINISH SHALL TO MATCH THOSE OF OTHER ITEMS. U.N.O. WALL HOLDERS SHALL BE USED. MAGNETIC HOLDERS SHALL BE COORDINATED AND INTER-PHASED WITH FIRE ALARM SYSTEM.E. CLOSER - MECHANICAL:1. PROVIDE DELAYED ACTION AND SPRING SIZING IN ACCORDANCE WITH ACCESSIBILITY STANDARDS.2. CLOSING OF THE DOOR SHALL BE CONTROLLED BY TWO VALVES, ONE TO CONTROL CLOSING SPEED AND THE OTHER TO CONTROL LATCHING SPEED. CLOSER SHALL BE SURFACE APPLIED, PROJECTION NOT OVER 2" AND CAPABLE OF BEING APPLIED ON 1" TP[ RAO; PR TOP JAMB.3. CLOSER SHALL BE CERTIFIED AS MEETING THE ANSI A156.4 GRADE 1 REQUIREMENTS, BE LISTED BY UL FOR ALL CLOSERS OF LABELED DOORS AND CARRY A 10-YEAR LIMITED WARRANTY.4. ALL CLOSER AT EXTERIOR DOORS SHALL HAVE CUSH-ARM STOP.5. ACCEPTABLE TYPES ARE AS FOLLOWS:a. SARGENTb. DORMA c. NORTON F. CLOSERS - ELECTRO-MECHANICAL:1. ELECTRO-MECHANICAL CLOSERS SHALL BE USED ON SWINGING TYPE FIRE AND SMOKE BARRIER DOORS REQUIRING AUTOMATIC CLOSING AND REMOTE SMOKE DETECTORS. CLOSERS SHALL HAVE SEPARATE CLOSING AND LATCHING SPEEDS.2. ALL ELECTRO-MECHANICAL CLOSER SHALL BE SURFACE APPLIED. INDEPENDENT DOOR RELEASE SHALL ALLOW DOOR TO BE MANUALLY RELEASED FROM HOLD-OPEN BY A PULL ON THE DOOR. FAIL-SAFE DESIGN RELEASES DOOR TO CLOSE SHOULD POWER FAIL OR IS INTERRUPTED. HOLDER COMPONENT SHALL BE AVAILABLE IN 24 VOLT AC AND 120 VOLT AC.3. VERIFY THAT VOLTAGE OF ELECTRO-MECHANICAL CLOSERS IS COMPATIBLE WITH DETECTOR SYSTEM SPECIFIED IN DIVISION 16.4. ACCEPTABLE TYPES ARE AS FOLLOWS:a. LCN b. SARGENTc. NORTON G. EXIT DEVICES1. EXIT DEVICES SHALL BE OF RIM AND VERTICAL ROD TYPE AND SHALL BE HORIZONTAL PUSHBAR TYPE REQUIRING " BAR MOVEMENT TO RETRACT THELATCH AND PROVIDE EXIT.2. BOTH RIM AND VERTICAL ROD EXIT DEVICES SHALL BE UL "ACCIDENT EQUIPMENTLIST - PANIC HARDWARE." RIM DEVICES SHALL BE LISTED FOR SINGLE WOOD & HOLLOW METAL FIRE DOORS WITH RATINGS OF UP TO 1" HOURS.3. THESE DEVICES SHALL MEET PERFORMANCE TEST REQUIREMENTS INACCORDANCE WITH ANSI STANDARDS A156.3 GRADE 1 EXIT DEVICES.4. ACCEPTED TYPES ARE AS FOLLOWS:a. SARGENTb. VON DUPRINc. CORBIN RUSSWINH. WEATHERSTRIPPING & THRESHOLDS:1. WEATHERSTRIPPING: UNLESS OTHERWISE SHOWN OR SPECIFIED, SHALL BE REPLACEABLE BUMPER TYPE CLOSED CALL SPONGE NEOPRENE INSERTS, AND EXTRUDED ALUMINUM RETAINER STRIPES, WITH NON-CORROSIVE FASTENERS AS RECOMMENDED BY MANUFACTURER.2. THRESHOLDS: UNLESS OTHERWISE SHOWN, SHALL BE OF CASE OR EXTRUDED ALUMINUM ALLOY 6063, HARDNESS T5 OR T6.I. PUSH PLATES, PULLS & PLATES1. PUSH PLATES: UNLESS OTHERWISE SPECIFIED , SHALL BE 16" HIGH AND 4" WIDE AND 16 GAUGE.2. PULLS: SHALL BE OF DESIGN AS SELECTED BY ARCHITECT/OWNER. THEY SHALL BE 8" CENTER TO CENTER AND LOCATED 5" FROM EDGE OF DOOR, EXCEPT WHERE STILE WIDTH DICTATES OTHERWISE.3. PULL PLATES: UNLESS OTHERWISE SPECIFIED, SHALL BE AS MENTIONED ABOVE FOR PUSH PLATES AND PULL AS A UNIT.4. KICKPLATES: UNLESS OTHERWISE NOTED, SHALL BE " THICK, CLEAR PLASTIC, 8" HIGH AND 2" LESS THAN DOOR WIDTH. PROVIDE 0.050 STAINLESS STEEL KICKPLATES WHERE SHOWN OR SCHEDULED.J. SILENCERS1. PROVIDE 3 SILENCERS PER SINGLE DOOR AND 2 SILENCERS PER PAIR OF DOORS. USE GJ64 FOR METAL FRAMES.K. DOOR STOPS1. FLOOR STOPS SHALL BE USED EXCEPT IN AREAS WHERE THEIR LOCATION WOULD IMPEDE TRAFFIC.2. WALL STOPS SHALL HAVE A CONCAVE GREY RUBBER BUMPER. ASPEN PROJECT #:SEAL:9645 Lincoln-Way Lane Suite 201 Frankfort, IL. 60423PRE-GP/PERMIT SETCOPYRIGHT ASPEN GROUP INC. USE OF THESE DOCUMENTS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. RE-USE, REPRODUCTION, OR PUBLICATION IN WHOLE OR IN PART IS PROHIBITED. READ DIMENSIONS. DO NOT SCALE DRAWINGS. REPORT ANY INCONSISTENCIES TO THE ARCHITECT IMMEDIATELY. EXPIRES:6/22/2022 3:51:14 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, ING.102PERFORMANCE STANDARDSREVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set
PERFORMANCE STANDARDS (CONT'D)@A/CACOUST.A.C.T.A.D.A.D.J.A.F.F.AGG.AL.ALT.ANCH.ANOD.APP'D.ARCH.ASSOC.AUTO.AUX.AVG. A.P.C.BARR. BD.BLK.BLDG.BLKG.BOT.B.PL.BSMT.B.U.R.CAB.CEM.CER.CHK'D.C.J.C.L.CLG.CLR.CLOS.C.M.U.CPT.COL.CONC.CON'D.CONST.CONT.CONTR.COORD.CPT.C.T.CTR.C.V.B.CYL.D.DBL.DEMO.DEP.DET.D.F.DIA.DIM.DN.DR.D.S.DWG.(S)DWL.EA.E.J.EL.ELECT.ELEV.ENCLOS.EP.EQ.EXIST., EX'G.EQUIP.EXH.EXP.EXT.FAB.F.D.FDN.FIN.FLEX.FLR.FRP.FT.(')FTG.FURN.GA.GALV.G.C.GEN.GL.GYP. BD.H.HCPD.H.C.WD.HDW.H.M.HORIZ.H.P.H.S.S.HT.H.V.A.C.I.D.IN.(")INFO.INSUL.INT.ATAIR CONDITIONERACOUSTICALACOUSTICAL CEILING TILEACCESS DOORADJACENT, ADJUSTABLEABOVE FINISH FLOORAGGREGATEALUMINUMALTERNATEANCHOR, ANCHORAGEANODIZEDAPPROVEDARCHITECTURALASSOCIATEDAUTOMATICAUXILIARYAVERAGEACOUSTICAL PANEL CEILINGBARRIERBOARDBLOCKBUILDINGBLOCKING BOTTOMBEARING PLATEBASEMENTBUILT UP ROOFINGCABINETCEMENTCERAMICCHECKEDCONTROL JOINTCENTER LINECEILINGCLEARCLOSETCONCRETE MASONRY UNITCARPETCOLUMNCONCRETECONTINUEDCONSTRUCTIONCONTINUOUSCONTRACTORCOORDINATECARPETCERAMIC TILECENTERCOVED VINYL BASECYLINDERDEEP (DEPTH)DOUBLEDEMOLITIONDEPRESSION, DEPRESSDETAILDRINKING FOUNTAINDIAMETERDIMENSIONDOWNDOORDOWN SPOUTDRAWING(S)DOWELEACHEXPANSION JOINTELEVATIONELECTRICALELEVATORENCLOSUREEPOXY PAINTEQUALEXISTINGEQUIPMENTEXHAUSTEXPANSION, EXPOSEDEXTERIORFABRICATE(D)FLOOR DRAINFOUNDATIONFINISHEDFLEXIBLE FLOORFIBERGLASS REINFORCED PANELSFEET (FOOT)FOOTINGFURNISH, FURNITUREGAUGEGALVANIZEDGENERAL CONTRACTORGENERALGLASSGYPSUM WALL BOARDHIGHHANDICAPPEDHOLLOW CORE WOODHARDWAREHOLLOW METALHORIZONTALHIGH POINTHOLLOW STEEL SECTIONHEIGHTHEATING VENTILATING AIR-CONDITIONINGINSIDE DIMENSIONINCHINFORMATIONINSULATION INTERIORJAN.JT.L.LAM.LAV.LB.(S)LTWT. CONC.MANU.MAS.MAT.MAX.MIN.MECH.MED.MFR.MISC.M.O.MTD.MTG. HT.MTL.N/ANEC.N.I.C.N.T.S.NO.(#)NOM.O.C.O.D.O.S.B.OH.OPENG.OPP.PART.PFAB.PF.PL.P.LAM.PLMBG.PLAS.PLWD.PR.PREFAB.PROV.PSF.PSI.PT.PVC.QT.R.R.B.R.D.RE.REINF.RELOC.REPL.REQ'D.REV.R.H.RM.R.O.ROOFG.S.C.SCHED.SCWD.SEAL.SHT.SIM.SQ.S.S.STD.STL.STRUC.SPEC.(S)ST.SUSP.S.V.B.T.T&BT>EMP.TERR.THK.THRUTLT.T.O.S.T.O.W.T.S.TYP.UL.U.N.OV.B.V.C.T.VERT.V.I.F.V.T.V.W.C.W/W/IW/OW.W.C.WD.WP.WT.W.W.F.JANITORJOINTLENGTHLAMINATELAVATORYPOUND, POUNDSLIGHTWEIGHT CONCRETEMANUFACTUREDMASONRYMATERIALMAXIMUMMINIMUMMECHANICALMEDIUMMANUFACTURERMISCELLANEOUSMASONRY OPENINGMOUNTEDMOUNTING HEIGHTMETALNOT APPLICABLENECESSARYNOT IN CONTRACTNOT TO SCALENUMBERNOMINALON CENTEROUTSIDE DIMENSIONORIENTED STRAND BOARDOVERHEADOPENINGOPPOSITEPARTITIONPRE-FABRICATEDPRE-FINISHEDPLATEPLASTIC LAMINATEPLUMBINGPLASTERPLYWOODPAIRPREFABRICATEDPROVIDEPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPAINT, POINTPOLYVINYL CHLORIDEQUARRY TILERADIUSRUBBER BASEROOF DRAINREFER TOREINFORCEMENTRELOCATE, RELOCATEDREPLACEREQUIREDREVISE, REVISIONRIGHT HANDROOMROUGH OPENINGROOFINGSOLID CORESCHEDULESOLID CORE WOODSEALANTSHEETSIMILARSQUARESTAINLESS STEELSTANDARDSTEELSTRUCTURAL (STRUCTURE)SPECIFICATIONSTAIN AND VARNISHSUSPEND, SUSPENDEDSTRAIGHT VINYL BASETOP, THICKTOP AND BOTTOMTONGUE AND GROOVETEMPERATURETERRAZZOTHICK, THICKNESSTHROUGHTOILETTOP OF STEELTOP OF WALLTUBE STEELTYPICALUNDERWRITERS LABORATORIESUNLESS NOTED OTHERWISEVINYL BASEVINYL COMPOSITION TILE VERTICALVERIFY IN FIELDVINYL TILEVINYL WALL COVERINGWITHWITHINWITHOUTWIDTH, WIDEWATER CLOSETWOOD WORK POINTWEIGHTWELDED WIRE FABRICABBREVIATIONS3. OVERHEAD STOPS SHALL BE USED IN AREAS WHERE FLOOR STOP WOULD IMPEDE TRAFFIC AND WHERE ADJACENT WALL FOR WALL STOP IS MORE THAN 90 DEGREES. OVERHEAD STOPS SHALL BE GJ100 UNLESS OTHERWISE SPECIFIED.L. FLUSH BOLTS1. FLUSHBOLTS SHALL BE UL LISTED AND SHALL HAVE " MIN. DIAMETERROD OF BRASS, BRONZE OR STAINLESS STEEL WITH 12" MIN. LONGROD FOR DOORS UP TO 7' IN HEIGHT. PROVIDE LONGER RODS FOR DOORS EXCEEDING 7' IN HEIGHT. AUTOMATIC FLUSHBOLTS SHALL HAVE AUTOMATIC LATCHING AND UNLATCHING MECHANISM. BOLTSSHALL HAVE " THROWS. PROVIDE DUST PROOF STRIKES FOR FLOORBOLTS EXCEPT WHERE SPECIFIED THRESHOLD CONSTRUCTION PROVIDESNON-RECESSED STRIKE FOR BOLT. PROVIDE COORDINATORS AS APPLICABLE.M. ASTRAGALS1. ASTRAGALS FOR "B" & "C" LABEL PAIR DOORS SHALL BE S.S., " THICK, 1" WIDE AND FULL HEIGHT OF THE DOOR.2. ASTRAGALS USED AS LOCK GUARD SHALL BE S.S. AND 12".N. HARDWARE FUNCTION INDEXSTANDARD HARDWARE FUNCTIONSF-75 - "PASSAGE" ALWAYS UNLOCKED FROM BOTH SIDESF-76 - "PRIVACY" BUTTON LOCK FROM INSIDEF-86 - PASSAGE TO SECURE SPACES - ALWAYS LOCKED FROM OUTSIDE, ENTRANCE WITH KEY OR CARD READER. ALWAYS UNLOCKED FROM INSIDE BY PROXIMITY SENSOR.F-87 - "SECURITY" ALWAYS LOCKED FROM BOTH SIDES, OPEN WITH KEY OR CARDREADER.F-89 - EMERGENCY EXIT ONLY, ALWAYS LOCKED FROM OUTSIDE, ALWAYS OPERATESFROM INSIDEF-89XXX SAME AS F-89 EXCEPT NO VISIBLE HARDWARE ON EXTERIOR9. HARDWARE SUPPLIER TO VIST PROJECT SITE, AT APPROPRIATE TIME, TO VERIFY DOOR OPENINGS DIVISION 09 - 09 00 00 FINISHESCOMPLY WITH ALL APPLICABLE INDUSTRY STANDARDS INCLUDING, BUT NOT LIMITED TO, CRI AND ASSOCIATED SECTIONS OF ASTM.1. DRYWALL PARTITIONSA. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW METAL STUD PARTITION CONSTRUCTION WHERE INDICATED ON THE DRAWINGS.B. ALL NEW PARTITION CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS, AND SHALL CONFORM TO BUILDING STANDARD SPECIFICATIONS WHERE APPLICABLE.C. HARDWARE1. 3-" 22 GAUGE METAL STUDS AT 16" O.C.2. METAL FURRING CHANNELS: 22 GAUGE HAT SHAPED 1-" WIDE X " DEEP3. SCREWS: TYPE S AND S-12 BUGLEHEAD AND PANHEAD SIZES TO SUIT THICKNESS,ASTM C6464. HANGERS: 8 GAUGE ANNEALED, GALVANIZED WIRE5. COLD ROLLED CHANNELS: " AND 1-", 16 GAUGE STEEL6. DRYWALL: " TYPE-X MINIMUM 1 LAYER EACH SIDE, USE MULTIPLE LAYERS AS NECESSARY TO DEVELOP REQUIRED FIRE RATING. SEE DETAILS AND FLOOR PLANS. REFER TO WALL TYPE SCHEDULE FOR SPECIFIC PLACEMENT OF DRYWALL.7. ACCESSORIESa. CORNER REINFORCEMENTS CASING BEADS AND METAL TRIM - 22 GAUGEb. GALVANIZED SHEET STEEL WITH PERFORATED FLANGES TO RECEIVE JOINT COMPOUNDc. CONTROL JOINTS - USG #093 ROLL FORMED ZINC OR EQUALd. JOINT TREATMENT MATERIALS - DURABOND 90 OR PROFORM QUICK SET 90, HARD SETTING TYPE FOR BASE COAT; EASY SAND OR PROFORM QUICK SET LIGHTFOR TOP COATS. NO SUBSTITUTIONS WITHOUT APPROVAL OF ARCHITECTe. ACOUSTICAL SEALANT: APPLY TO TOP AND BASE OF ALL PARTITIONS AND AROUND HVAC DUCTS AND ELECTRICAL BOXES OR OTHER ITEMS INSERTEDINTO THE PARTITIONS.D. PROVIDE GALVANIZED CORNER REINFORCEMENT AT ALL EXTERIOR CORNERS AND J-MOLD OR L-MOLD AT ALL EXPOSED GYPSUM BOARD EDGES.E. PROVIDE BRACING AND STRUCTURAL SUPPORT AS NECESSARY AND/OR REQUIRED BY BUILDING CODES, FOR AL WALLS, SOFFITS AND CEILINGS.F. FINISHING OF GYPSUM WALLBOARD:GENERAL: APPLY TREATMENT AT GYPSUM WALL BOARD JOINTS(BOTH DIRECTIONS), FLANGES OF THE TRIM ACCESSORIES, PENETRATIONS, FASTENER HEADS, SURFACE DEFECTS, AND ELSEWHEREWHERE REQUIRED TO PREPARE WORK FOR DECORATION. PREFILL OPEN JOINTS AND ROUNDED ORBEVELED EDGES, IF ANY,USING TYPE OF COMPOUND NOTED IN SECTION 1C ABOVE. APPLY JOINT TAPE AT JOINTS BETWEEN GYPSUM BOARDS, EXCEPT WHERE TRIM ACCESSORIES ARE INDICATED. APPLY JOINT COMPOUND IN 3 COATS(NOT INCLUDING PREFILL IN OPENING IN BASE), AND SAND BETWEEN LAST 2 COATS AND AFTER LAST COAT. PARTIAL FINISHING: OMIT THIRD COAT(IF SPECIFIED) AND SANDING ON CONCEALED WALLBOARD WORK WHICH IS INDICATED FOR DRYWALL FINISHING OR WHICH REQUIRES FINISHING TO ACHIEVE FIRE-RESISTANCE RATING, SOUND RATING OR TO ACT AS AIR OR SMOKE BARRIER.LEVELS OF FINISH: PROVIDE A LEVEL 4 FINISH ON ALL WALLS UNLESS THEY MEET THE FOLLOWING CRITERIA, OR INDICATED DIFFERENTLY ON PLAN:FLARED GYPSUM BULKHEADS AROUND EACH SKYLIGHT/CLERESTORY WINDOW: LEVEL 4ANY WALL SURFACE WITHIN 100 FEET OF AN EXTERIOR WINDOW: LEVEL 4WHERE CONTIGUOUS WALL SURFACES CONTINUE WITHIN THE SAME PLANE BEYOND 100 FEET,MAINTAIN LEVEL 4 FINISH SO AS NOT TO SEE A VISUAL DIFFERENCE IN THE FINISH OF THE WALL.ANY WALL SURFACE THAT IS DIRECTLY WASHED BY UPLIGHTING OR DOWNLIGHTING: LEVEL 4WHERE CONTIGUOUS WALL SURFACES CONTINUE WITHIN THE SAME PLANE BEYOND 100 FEET,MAINTAIN LEVEL 4 FINISH SO AS NOT TO SEE A VISUAL DIFFERENCE IN THE FINISH OF THE WALL.ANY WALL SURFACE TO RECEIVE AN EPOXY OR SEMIGLOSS FINISH: LEVEL 42. ACOUSTICAL CEILINGS A. ALL CEILING CONSTRUCTION AND MATERIALS WITHIN AREA OF REMODELING WORK ARE NEW, UNLESS NOTED OTHERWISE. REFER TO REFLECTED CEILING PLAN FOR MORE INFORMATION AND TO FINISH PLAN FOR SPECIFICATIONS.B. UNLESS NOTED OTHERWISE, PROVIDE ALL MATERIALS AND LABOR NECESSARY FOR THEINSTALLATION OF ARMSTRONG CIRRUS SECOND LOOK II ACOUSTICAL CEILING TILE WITHBEVELED TEGULAR EDGE PROFILE AND 15/16" SUSPENSION SYSTEM OR APPROVED EQUAL.C. SUBMIT TWO SAMPLES OF CEILING TILE FOR APPROVAL.D. INCLUDE ALL NECESSARY TRIM AND MOLDINGS FOR A COMPLETE INSTALLATION.E. PROVIDE 2% OF AMOUNT INSTALLED TO OWNER FOR ATTIC STOCK.3. RESILIENT BASE AND VINYL FLOORINGA. CONTRACTOR TO FURNISH AND INSTALL NEW RESILIENT BASE AS SHOWN ON DRAWINGS, AND IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ADJUST TILE LAYOUT AS NECESSARY TO AVOID USE OF CUT WIDTHS LESS THAN 6" AT ROOM PERIMETERS. ALL RESILIENT BASE CUTS TO OCCUR AT GREATER THAN 4" FROM CORNERS.B. REFER TO FINISH PLAN FOR NEW VINYL BASE AND FLOOR SPECIFICATIONS. COVE BASE AT CARPETING, COVE BASE AT VINYL FLOORING. CONTRACTOR IS TO PROVIDEVINYL REDUCER STRIPS AS REQUIRED AND AS DEEMED NECESSARY BY ARCHITECT IN FIELD.C. FURNISH AND INSTALL ALL HARD SURFACE FLOORING, TRANSITION STRIPS AND ACCESSORIES IN AREAS INDICATED ON THE DRAWINGS. INCLUDE ALL REQUIRED FLOORPREPARATION, SEALERS, AND ADHESIVES REQUIRED FOR A COMPLETE INSTALLATION.D. SUBMIT REPRESENTATIVE SAMPLES OF EACH TYPE OF FLOOR TILE AND BASE SPECIFIED. PROVIDE OWNER WITH ONE CASE OF REPLACEMENT TILE FOR EACH COLOR SPECIFIED.4. CARPET:A. REFER TO FINISH PLAN FOR NEW CARPET SPECIFICATIONS. PROVIDE A SEAMING DIAGRAM FOR ARCHITECT'S APPROVAL. PROVIDE MISCELLANEOUS CARPET ACCESSORIES AS REQUIRED FOR ARCHITECT'S APPROVAL. LATEX CONCRETE FLOOR AS REQUIRED. ALL WORK TO BE DONEIN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION.B. CARPET CONTRACTOR TO MAKE ALL REQUIRED ARRANGEMENTS WITH CONSTRUCTION MANAGER FOR DELIVERY OF MATERIALS AND/OR EQUIPMENT (AND HOISTING IF NECESSARY) PRIOR TO SUBMITTING A BID. IT SHALL BE HIS RESPONSIBILITY TO CHECK THE RULES ANDREGULATIONS GOVERNING WORK ON THE PREMISES, INCLUDING: DATES AND TIMES OF DELIVERIES, INCLUDING OVERTIME CHARGES. VERIFICATION OF ALL DIMENSIONS, CLEARANCES AND OPENINGS.C. CARPET CONTRACTOR SHALL SUBMIT A LAYOUT OF AREAS TO BE COVERED SHOWING PATTERN, COLOR, TYPE OF MATERIAL, SEAMS, FILLS AND DIRECTION OF PILE AND PATTERN.D. FLOORING IN CLOSETS SHALL MATCH ADJACENT AREA, UNLESS NOTED OTHERWISE.F. PROVIDE TEMPORARY COVERINGS/PROTECTION FOR INSTALLED FLOOR COVERINGS TO GUARD AGAINST SOILING OR DAMAGE. REPLACE DEFECTIVE OR DAMAGED AREAS.G. COORDINATE AND PROVIDE ALL CUTOUTS FOR POWER, TELEPHONE AND SIGNAL PENETRATIONS.H. PROVIDE MANUFACTURER'S RECOMMENDED INSTALLATION TECHNIQUE FOR ALL SPECIFIED CARPET TYPES.5. PAINTING AND DECORATING:A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS AND LABOR AS NECESSARY TO PROVIDE PAINTING AND DECORATING WORK AS SPECIFIED AND INDICATED ON THE DRAWINGS.1. UNLESS NOTED OTHERWISE, PAINT ALL GYPSUM BOARD FASCIASAND SOFFITS TO MATCH ADJACENT WALL COVER.2. PAINT ALL FIRE EXTINGUISHER/FIRE HOSE VALVE CABINETS AND MISCELLANEOUS SPECIALTIES WITH SEMI-GLOSS PAINT FINISH TO MATCH 3. SHEEN LEVELS:a. WALLS: EGGSHELL/SATINb. CEILINGS: FLATc. FRAMES, FERROUS METALS: ALKYD ENAMEL SATINd. DOORS: ALKYD ENAMEL SATINe. DOORS: OIL BASES STAIN4. UNLESS NOTED OTHERWISE, ALL TOGGLE SWITCH AND RECEPTACLE COVER PLATES ARE TO BE WHITE.B. ALL WALLS, DOORS, FRAMES AND WOODWORK SHALL BE FREE FROM DEFECTS AND BEFILLED AND SANDED SMOOTH PRIOR TO RECEIVING PAINTED AND/OR NATURAL FINISHES. NEW WORK SHALL BE PRIMED AND PAINTED WITH NOT LESS THAN TWO FINISHED COATS.C. THE PAINTING CONTRACTOR SHALL EXAMINE ALL WALL SURFACES AND PROVIDE NECESSARY TOUCH-UP PATCHING AND/OR PAINTING UPON COMPLETION OF WORK BY ALL TRADES.D. SUBMIT THREE 12" X 12" DRAWN-DOWN SAMPLES OF EACH COLOR SPECIFIED FOR ARCHITECT'S APPROVAL.E. PRODUCTS1. ACCEPTABLE MANUFACTURER: BENJAMIN-MOORE OR SHERWIN-WILLIAMSDIVISION 10 - 10 00 00 SPECIALTIES1. PROVIDE THE SPECIFIED PRODUCT AND ALL REQUIRED LABOR AND MATERIALS FOR A COMPLETE INSTALLATION, ANY ADDITIONAL HARDWARE, BLOCKING, SURFACE PREPARATIONS, SUPPORT SYSTEMS, REINFORCEMENT, ETC.2. COORDINATE WORK OF RELATED TRADES REGARDING ANY REQUIRED PREPATORY AND/OR FINISH WORK ASSOCIATED WITH INSTALLATION OF ANY SPECIALTIES. PROTECT ALL INSTALLED SPECIALTIES AGAINST DAMAGE THROUGHOUT THE DURATION OF THE WORK. REPLACE ALL DEFECTIVE OR DAMAGED UNITS.A. FIRE EXTINGUISHERS, REFER TO FP1.DIVISION 11 - 11 00 00 EQUIPMENTA. PRE-PURCHASED EQUIPMENT1. APPLIANCES2. REFER TO DRAWINGS FOR EQUIPMENT SPECIFIED AS PART OF THIS WORK.DIVISION 23- 23 00 00 MECHANICALA. SCOPE OF WORK: THIS CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND SERVICES AS NECESSARY TO PROVIDE A COMPLETE AND OPERATING HEATING,AIR CONDITIONING AND VENTILATION SYSTEM, PER THE ENGINEERING DOCUMENTS. CONTRACTOR SHALL VISIT SITE AND DETERMINE THE EXACT LOCATIONS ANDELEVATIONS OF EXISTING DUCTWORK, PIPING AND FIRE PROTECTION EQUIPMENT,WHERE APPLICABLE. CONSTRUCTION MANAGER SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING WORK AS NECESSARY TO ACCOMMODATE NEW WORK. REFER TO ENGINEER'S DOCUMENTS. MECHANICAL CONTRACTOR TO PROVIDE AND INSTALL FIRESTOPPING RELATED TO MECHANICAL PENETRATIONS.B. ORDINANCES, REGULATIONS, AND BUILDING CODES: ALL WORK SHALL BE IN STRICTACCORDANCE WITH APPLICABLE ORDINANCES, REGULATIONS AND BUILDING CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS TO PERFORM THIS WORK.DIVISION 26 - 26 00 00 ELECTRICALA. SCOPE OF WORK: THIS CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND SERVICES AS NECESSARY TO PROVIDE A COMPLETE AND OPERATING ELECTRICALSYSTEM, PER THE ENGINEERING DOCUMENTS. ANY CONFLICT SHOULD BE BROUGHTTO ARCHITECT'S ATTENTION. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL FIRESTOPPING RELATED TO ELECTRICAL PENETRATIONS.B. ORDINANCE, REGULATIONS AND BUILDING CODES: ALL WORK SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE ORDINANCES, REGULATIONS AND BUILDING CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS TO PERFORM THIS WORK.C. TELEPHONE/DATA SYSTEMS COORDINATION: CONTRACTOR SHALL COORDINATE HISWORK WITH THE OWNER'S TELEPHONE AND COMMUNICATIONS VENDOR PRIOR TO COMMENCING WITH NEW WORK.DIVISION 31 - 31 00 00 EARTHWORK1. EARTHWORK: EXCAVATE FOR MASONRY FOUNDATION TO A MINIMUM OF 4 FT. BELOW FINISH GRADE. EXCAVATE FOR SLABS ON GRADE TO DEPTH NECESSARY TO ATTAIN 2000 PSI MINIMUM SOIL BEARING VALUE, BUT NOT LESS THAN DEPTH INDICATEDON THE DRAWINGS. BEARING VALUE OF SOIL FOR ALL FOUNDATIONS SHALL BE VERIFIED BY THE TESTING LABORATORY BEFORE PLACING CONCRETE. ALL FOOTINGS SHALL BEARON UNDISTURBED SOIL OR COMPACTED FILL WITH A 2500 PSI MINIMUM BEARING VALUE. EXCAVATE TO LINES AND GRADES REQUIRED. REMOVE ALL ORGANIC MATERIAL AND ALL OBSTRUCTIONS WHICH WOULD INTERFERE WITH THE WORK. REMOVE EXCESS AND UNSUITABLE MATERIAL WHICH CAN NOT BE DISTRIBUTED ON-SITE. PROVIDE ADDITIONAL FILL MATERIALS AS NECESSARY TO ACHIEVE LINES AND GRADES INDICATED.2. FILL AND BACKFILL: FILL AND BACKFILL MAY BE EXCAVATED SUBSOIL FREE OF DEBRIS, ORGANIC MATTER, ICE OR FROST LUMPS GREATER THAN 6 INCHES, OR ROCKS GREATER THAN 3 INCHES. GRANULAR FILL FOR USE BELOW SLABS AND PAVEMENT SHALL BE CRUSHED GRAVEL CONFORMING TO IDOT CA6 OR ASTM #67 WITH FINES. CLEAN MEDIUM SANDMAY BE PROPOSED AS FILL AND MUST BE APPROVED BY ARCHITECT AND E.O.R. BACKFILL AND COMPACT AROUND FOUNDATION WALLS IN A MANNER THAT WILL PREVENT DAMAGE TO OR SHIFTING OF THE WALLS. PLACE FILL IN LAYERS NOT TO EXCEED 8 IN. LOOSE MEASUREMENT. PROVIDE A MINIMUM OF 4 IN. COMPACTED GRANULAR FILL BELOW ALL SLABS AND PAVEMENT. COMPACT FILL MATERIALS TO A MAXIMUM DENSITY AT OPTIMUM MOISTURE AS FOLLOWS:A. UNDER STRUCTURAL BEARING 97%B. UNDER PAVEMENT AND SLABS ON GRADE 95%C. UNDER AREAS OF GENERAL GRADING 85%DO NOT PLACE FILL IN STANDING WATER. MAINTAIN THE EXCAVATIONS REASONABLY FREE OF WATER. PERFORM FINISH GRADING TO GRADES SHOWN, OR MEET EXISTING GRADES, PREVENT ACCUMULATION OF SURFACE WATER AT THE BUILDING, AND MINIMIZE EROSION DUE TO RUN-OFF. PROVIDE 4 IN. MINIMUM OF TOPSOIL IN LANDSCAPING AREAS.SYMBOLSNEW WALLEXISTING WALLEXISTING WALL TO BE REMOVEDNEW DOOR AND FRAME. REFER TO DOOR SCHEDULEEXISTING DOOR AND FRAME TO BE RELOCATED OR REMOVEDEXISTING DOOR AND FRAME TO REMAINDR#36"2Req.W"101E1tView NameFLOOR PLAN SYMBOLSAPLAN NOTE TAGROOM NAME AND NUMBERDOOR TAGSECTION TAGKEY NOTE TAGDETAIL TAGSTOREFRONT ELEVATION TAGWINDOW TAGALIGN FINISH WALLMATERIAL TAG (WALL AND FLOOR FINISH)WALL TAGEXIT SIGN TAGEGRESS DOOR CAPACITY TAGOCCUPANCY LOAD ROOM TAGRoomname1011A101SIM02.011A.501OLFOLRoom name150 SF15OLXX1iASPEN 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 3:51:16 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, ING.103PERFORMANCE STANDARDS,ABBREVIATIONS, ANDSYMBOLSREVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set
KEYNOTES1 GRAB BARS 36"X1-1/2" O.D. 2 GRAB BARS 42"X1-1/2" O.D.3 PARTITIONS: FLOOR BRACED 4 TOILET TISSUE DISPENSER, SURFACE MOUNTED5 URINAL SCREEN6 SOLID SURFACE COUNTERTOP W/ INTEGRAL BOWLS AND 4" H X 1/2" THICK BACKSPLASH7 LAVATORY MOUNTED8 ROLL PAPER TOWEL DISPENSER, SURFACE MOUNTED9 MIRRORBENEATH RIM29"39"-41"39"-41"18" MIN.36" MAX9" MIN.19" MIN.19" MAX..3'-6" MIN.5'-0" CLEAR1'-0"OR ADJACENT WALL.3'-0" MIN.6".17"-19".5'-0" MIN.2'-6" MIN1'-6"3'-0"11 1/2"17" MAX.3'-8" MAX.40" MAX...34"30"2'-6" MIN.INSULATE EXPOSED DRAIN PIPE & HOT WATER40" MAX..8'-6"2'-6"x9" CLEAR (MIN.)ACCESSIBLE URINALACCESSIBLE LAVATORYACCESSIBLE PAPER TOWERL DISPENSER AND RECEPTACLEACCESSIBLE TOILET AND STALLTOILET AND STALLTYPICAL URINALTYPICAL LAVATORYTYPICAL WATER COOLERW/ OPTIONAL BOTTLE FILLER STATION36" MAX15" MAX..5'-0"OR ADJACENT WALL.15" MIN..1'-6"11 1/2"24" MAX.3'-8" MAX.40" MAX..30"5'-0" MIN.2'-6" MIN.3'-0"2'-6"x9" CLEAR (MIN.)INSULATE EXPOSED DRAIN PIPE & HOT WATER.34".29"21341597834594'-8" MIN.4'-11"9" MIN. TOE CLEARANCE UNDER PARTITION9" MIN. TOE CLEARANCE UNDER PARTITIONBLOCKING ASREQUIRED28" MIN..SOLID SURFACE COUNTER TOP WITH BACK SPLASH AND INTEGRAL BOWL2X BLOCKINGSOLID SURFACE INTERMEDIATE SUPPORT ADA COMPLIANT PIPE GUARD2'-8"TYPICAL BABY CHANGING STATION27" MAXEWC PER PLUMB DWGSOPTIONAL BOTTLE FILLER ON EITHER SIDE27" ADA REQ.SECTION 609.433"-36"36" MIN.24" MIN12" MIN.SECTION 609.433"-36"39"-41"18" MIN.12" MAX.42" MIN.54" MIN.39" - 41"60" MIN.18" MIN.42" MIN.**22" MIN.12" MIN.** IF BOTH CLOSER AND LATCH ARE PROVIDED** 48" MIN. IF BOTH CLOSER AND LATCH PROVIDEDFRONT APPROACH PULL SIDEHINGE APPROACH PUSH SIDE48" MIN.12" MIN.*FRONT APPROACH PUSH SIDE* IF BOTH CLOSER AND LATCH ARE PROVIDED48" MIN.*24" MIN.LATCH APPROACH PULL SIDE* 54" MIN. OF CLOSER IS PROVIDED60" MIN.36" MIN.HINGE APPROACH PULL SIDE42" MIN.**LATCH APPROACH PUSH SIDE24" MIN.54" MIN.42" MIN.HINGE APPROACH PULL SIDE* 48" MIN. OF CLOSER IS PROVIDED18"18"8"8"8"RESTROOMSIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO LATCH SIDE OF THE DOOR WITH MOUNTING HEIGHT OF THE SIGN TO BE 60" MEASURED FROM CENTER OF THE SIGN TO THE FINISHED FLOOR.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 3:51:20 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, ING.104ADA GUIDELINESFIXTURE MOUNTING HEIGHTSKNEE CLEARANCETOE CLEARANCEREACH REQUIREMENTSCLEAR WIDTH AT TURNACCESSIBLE TOILET COMPARTMENT IN NEW CONSTRUCTIONGRAB BAR LOCATIONSDOOR APPROACHESWATER CLOSET LOCATIONADA SIGNAGEREVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set
BUILDING AREA LIMITATION (ADDITION) : TOTAL AREA ALLOWED :6,000 S.F.FRONTAGE INCREASE: If = [ F / P -0.25] W /30If = AREA INCREASE FOR BUILDING FRONTAGEF = BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY OR OPEN SPACE HAVING A WIDTH OF 20' OR MORE : 131 LFP = PERIMETER OF ENTIRE BUILDING : 336 LFW = MIN. PUBLIC WAY WIDTH = 30'AREA INCREASES FOR FRONTAGE AND FIRE SPRINKLER SYSTEM:Aa = {At + [At x If] + [At x Is]}Aa = ALLOWABLE BUILING AREA PER STORYAt = TABULAR BUILDING AREA PER STORY IN ACCORDANCE WITH TABLE 503 (SQUARE FEET) = 6,000If = AREA INCREASE FACTOR DUE TO FRONTAGE AS CALCULATED IN ACCORDANCE WITH SECTION 506.2 = 75% (see above)Is = AREA INCREASE FACTOR DUE TO SPRINKLER PROTECTION AS CALCULATED IN ACCORDANCE WITH SECTION 506.3 = 300% FOR 1-STORY BUILDING (PER SECTION 506.3)→Aa = 6,000 + [6,000 x .14]→Aa = 6,000 +840 →Aa = 6,840 SF.EXISTING BUILDING: NAPROPOSED BUILDING: ASSEMBLY GROUP A-3EXISTING BUILDING CONSTRUCTION TYPE: NAPROPOSED BUILDING CONSTRUCTION TYPE: VbFIRE DETECTION: NAFIRE SUPPRESSION: NABUILDING CODE DATABUILDING OVERVIEW : ALLOWABLE HEIGHT (PER TABLE 503)40 FEET, 1 STORIESHEIGHT AND AREA LIMITATIONS :FIRE RATINGSSTRUCTURAL FRAME:0 HRBEARING WALLS -EXT:0 HRBEARING WALLS -INT:0 HRNON BEARING WALLS:0 HRFLOOR CONSTRUCTION:0 HRROOF CONSTRUCTION:0 HRNEW CORRIDOR WALLS: 0 HREXISTING BUILDING FIRE RATING REQUIREMENTS (Vb)ACCORDING TO TABLE 706.43 HOUR BARRIER WALLS AS SHOWN ON G.107FIRE WALL / BARRIER SEPARATIONPLUMBING REQUIREMENTSOCCUPANT CALCULATIONBASED ON ANTICIPATED PEAK OL FOR ENTIRE BUILDING BUILDING TYPE USED FOR PLUMBING CALCULATIONS PER PLUMBING CODE: ASSEMBLY ( A-3 )OCCUPANCY BASED ON OLF CALCULATIONSTOTAL ANTICIPATED OL: 252 OCCUPANTSFEMALE ANTICIPATED LOAD: 126 OCCUPANTSMALE ANTICIPATED LOAD: 126 OCCUPANTSBASED ON 2012 INDIANA PLUMBING CODE 1 per 1251 per 651 per 2001 per 2002411--2-----6220-67% OF WC*ACTUAL PLUMBING FIXTURES---01--112-311-2--* 2014 INDIANA BUILDING CODE, CHAPTER 29/ SECTION 29, (7) : URINALS MAY BE SUBSTITUTED FOR NOT MORE THAN 67% OF THE REQUIRED MALE WATER CLOSETS IN ASSEMBLY AND EDUCATIONAL OCCUPANCIES.REQUIRED PLUMBING FIXTURESWATER CLOSETSLAVATORIESURINALSSHOWERSDRINKING FOUNTAINSSERVICE SINKSWATER CLOSETSLAVATORIESURINALSSHOWERSDRINKING FOUNTAINSSERVICE SINKSMALEFEMALEMALEFEMALEUNISEXTOTAL1 per 1,0001 PROVIDEDREQ.PROVIDEDREQ.PROVIDEDREQ.PROVIDEDREQ.PROVIDEDREQ.PROVIDEDREQ.---------1-1-1-1WOMEN'SA03MEN'SA04STORAGE104STG.103OLFOL156HOSPITALITY1511OLFOL3615COVEREDPAVILION1524150'92'TABULAR OCCUPANT LOAD (PER 2012 IBC TABLE 1004.1.2 & 2014 INDIANA AMENDMENTS): 252MAXIMUM OCCUPANT LOAD FOR SINGLE DOOR ROOMS ACCORDING TO TABLE 1015.1 : 49MAXIMUM EXIT TRAVEL DISTANCE ACCORDING TO TABLE 1016.2 : WITHOUT SPRINKLER SYSTEM: 200'WITH SPRINKLER SYSTEM: 250'MAX. TRAVEL DISTANCE IN SPRINKLERED AREA : 92'MIN. # OF EXITS OR ACCESS TO EXITS PER STORY (SECTION 1021.2.4) : 2 ON EACH LEVEL REQUIRED AMOUNT OF EXITS PROVIDED ON MAIN LEVEL: 5TABULAR LOADTABULAR WIDTH REQ'DACTUALCAPACITYEXTERIOR EXIT #FACTOREXITING REQUIREMENTS123450.2494949494924.5"24.5"24.5"24.5"24.5"165165ACTUAL CLEAR WIDTHNOMINAL DOOR WIDTH36" 36"0.20.20.20.233"36"16533"36" 36" 33"33"33"165165ASPEN 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 3:51:23 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, ING.105BUILDING DATA3/16" = 1'-0"1MAIN LEVEL LIFE SAFETY PLANREVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set
FDFDFDFDFDFDFD FDWHN92CSAR03.0103.00NEW PAVILION5,200 SF.03.0203.0103.0126.0012.0012.0026.0126.0126.0126.0126.0126.0126.0126.0126.0126.0126.0126.0126.0126.0126.01KEY PLANASPEN 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 3:48:47 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, INA.010ARCHITECTURAL SITE PLAN1" = 40'-0"1ARCHITECTURAL SITE PLANARCHITECTURAL SITE PLAN NOTESDIVISION 03 - CONCRETE03.00 CONCRETE SLAB - SEE STRUCTURAL DWGS.03.01 CONCRETE PATH - SEE CIVIL DWG'S.03.02 EXISTING BITUMINOUS PAVING.DIVISION 12 - FURNISHINGS12.00 REFERENCE SHEET A.121 FOR CORRESPONDINGFURNITURE SCHEDULE.DIVISION 26 - ELECTRICAL26.00 NEW LED BOLLARD LIGHT, SUCH AS: LUCE, PLIN.26.01 NEW LED BOLLARD LIGHT, SUCH AS: LANDSCAPE,HAWTHORNE PATHWAY LIGHT.NREVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit SetEXISTINGCHURCHBUILDINGEXISTINGNEIGHBORINGBUILDING
A.2002A.200A.4001A.40121A.3002A.3003A.3004A.300A.3006A.300503.0022.0010.0006.0010.00A.400A234A.4008567A.1002COVEREDPAVILION100HOSPITALITY102STG.103STORAGE104EXTERIORPAVILION10126.0126.0226.0326.0422.0122.02WOMEN'SA03MEN'SA04A03A04102103104G103G104G102G101G100G105G106G107G108G109G110A1A3A2A1G1A2109108107106105A.20013G111A.2004A.500422.0326.0026.0026.0526.0526.0526.0526.0526.0526.0526.0526.0526.0526.0526.0526.0526.0526.0526.0526.0526.0526.0526.05• PATCH, REPAIR AND PREP. EXIST. CONCRETE FLOOR FOR NEW FLOOR FINISH. CLEAN OUT CONTROL JOINTS AND CRACKS AS REQUIRED.• PATCH & SEAL OPENINGS AT PIPE PENETRATIONS. MAINTAIN FIRE RATINGS.• FRAME ALL OPENINGS FOR MECHANICAL DUCTS, TRANSFER GRILLS OR EQUIPMENT. INSTALL GWB AND SEAL. COORDINATE WITH MECH. CONTRACTOR. MAINTAIN FIRE RATINGS. • HVAC WALL PENETRATIONS: ALL WALL PENETRATIONS TO BE COORDINATED WITH HVAC CONTRACTOR. SEE MECHANICALS FOR LOCATION OF OPENINGS AND QUANTITIES.• REFER TO DIMENSION PLANS FOR PARTITION DETAILS. • REFER TO INTERIOR SHEETS FOR FINISHES AND INTERIOR ELEVATIONS• REFER TO RAILING PLAN SHEET FOR FURTHER INFORMATIONGENERAL ARCHITECTURAL NOTESA.4013A.401126.0126.0226.0326.0422.012' - 1"5"+/- 28' - 5"1' - 3"422.0213' - 0"HOSPITALITY102COVEREDPAVILION100STG.103STORAGE104KEY PLANASPEN 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 3:48:53 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, INA.100ARCHITECTURAL FLOOR PLAN3/16" = 1'-0"1ARCHITECTURAL FLOOR PLANARCHITECTURE PLAN NOTESDIVISION 03 - CONCRETE03.00 CONCRETE PAD - SEE STRUCTURAL DWG'S'.DIVISION 06 - WOOD & COMPOSITES06.00 EXTERIOR RATED CASEWORK - SEE ENLARGEDPLANS AND ELEVATIONS.DIVISION 10 - SPECIALTIES10.00 SEE RESTROOM ACCESSORIES SCHEDULE ONA.400.DIVISION 22 - PLUMBING22.00 PROVIDE SINK AND TOILETS AS SHOWN.22.01 COMMERCIAL ICEMAKER. PROVIDE WATERLINEAND DRAIN.22.02 DOUBLE BOWL UTILITY SINK SUCH AS: REGENCY48" 16-GAUGE STAINLESS STEEL TWOCOMPARTMENT COMMERCIAL UTILITY SINK - 24" X24" X 13" BOWL WITH WALL MOUNTED SPRAYERFAUCET.22.03 OUTDOOR, BARRIER-FREE, PEDESTAL BOTTLEFILLER AND DRINKING FOUNTAIN.DIVISION 26 - ELECTRICAL26.00 EXTERIOR BOLLARD LIGHTING. SUCH AS: LUCELIGHT, PLIN 5.2.26.01 WARMING TOWER.26.02 COMMERCIAL FRIDGE.26.03 COMMERCIAL FREEZER.26.04 COMMERCIAL ICEMAKER.26.05 NEW EXTERIOR LED WALL SCONCE SUCH AS:COOPER LIGHTING, SHAPER, 674. MOUNTED AT8'-0" ON CENTER A.F.F.3/8" = 1'-0"2ENLARGED HOSPITALITY PLANNREVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set
96' - 9"25' - 7"9' - 1"9' - 1"15' - 10"9' - 1"28' - 1"2' - 7 1/2"20' - 5 1/2"12' - 8 1/2"35' - 9 1/2"11' - 5 3/4"15' - 9 1/4"7' - 5"13' - 6 3/4"14' - 6 1/2"4' - 7 1/4"10' - 2"10' - 10 3/4"8' - 10 1/4"8' - 10"17' - 0"10' - 0"70' - 4 1/4"5' - 10"6' - 2"11' - 5"6' - 1"5' - 10"35' - 4"25' - 8"9' - 6 1/4"62' - 9"35' - 2 1/4"35' - 0"41' - 0"35' - 0"41' - 0"11' - 6 3/4"22' - 8"3' - 1"8' - 0 1/4"19' - 1 1/4"8' - 0 1/4"14' - 3"11' - 10 1/2"12' - 0 1/4"14' - 3"9' - 8 1/4"14' - 7 3/4"1A.3002A.3003A.3004A.30072' - 1"34' - 6 1/2"1' - 3 3/4"67' - 1"33' - 4 1/2"A1A3G1A2w5cw5cw5cw5cw7bw5c2A.5017' - 2"9' - 9 3/4"8' - 8 1/4"2' - 1"2' - 1"3' - 1"1' - 9 1/2"2' - 3 1/4"2' - 4"2' - 4"1' - 7 1/4"WALL PARTITION TYPESINTERIOR WALL -2X4 WOOD STUDS @16" O.C. 5/8" GYPSUM WALL BOARD ON BOTH SIDES. PROVIDE FULL HEIGHT SOUND ATTENUATION. 4 3/4"w5INTERIOR WALL -2X6 WOOD STUDS @16" O.C. 5/8" GYPSUM WALL BOARD ON BOTH SIDES. PROVIDE FULL HEIGHT SOUND ATTENUATION7"w7TOP TRACK - SEE WALL PARTITION FOREXACT SIZEWALL TO EXTEND 6" ABOVE CEILINGASSEMBLYSEE WALL PARTITION TYPE FOR EXACTFINISHES AND SIZEBOTTOM TRACK - SEE WALL PARTITIONTYPES FOR EXACT SIZET.O. FLOORB.O. CEILING B.O. FLOOR/ROOFTOP TRACK - SEE WALL PARTITION FOREXACT SIZEBOTTOM TRACK - SEE WALL PARTITIONTYPES FOR EXACT SIZESEE RCP6" MIN.FULL HGT.6" MIN.SEE RCP(1) SIDE OF GWB MIN. TO EXTEND TOB/ASSEMBLYSEE WALL PARTITION TYPE FOR EXACTFINISHES AND SIZEWALL ASSEMBLIEST.O. FLOORB.O. CEILING B.O. FLOOR/ROOFTOP TRACK - SEE WALL PARTITION FOREXACT SIZEWALL TO BE A CUSTOM HEIGHT - SEEENLARGED DETAILS FOR ADDTL.INFORMATIONSEE WALL PARTITION TYPE FOR EXACTFINISHES AND SIZEBOTTOM TRACK - SEE WALL PARTITIONTYPES FOR EXACT SIZEVARIEST.O. FLOORB.O. CEILING B.O. FLOOR/ROOFaINTERIOR NON-BEARING -CUSTOM HEIGHTbINTERIOR NON-BEARING -PARTIAL HEIGHTcINTERIOR NON-BEARING -FULL HEIGHTw1aWALL TAG KEYFIRST NUMBER REPRESENTS THE PARTITION TYPESECOND LETTER REPRESENTS THE ASSEMBLY HEIGHTFIRST LETTER REPRESENTS THE CONSTRUCTION TYPEKEY PLANASPEN 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 3:48:57 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, INA.101DIMENSION FLOOR PLAN ANDWALL TYPES3/16" = 1'-0"1DIMENSION FLOOR PLANNREVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set
09.018' - 2"8' - 6"8' - 6"8' - 6"8' - 6"8' - 6"8' - 6"8' - 6"4' - 5"9' - 0"9' - 0"12' - 0"12' - 0"24' - 0 1/2"24' - 0 1/2"10' - 8"8' - 6"8' - 6"8' - 6"6' - 0"3' - 6"EQ.EQ.EQ.EQ.EQ.EQ.09.0126.0126.0126.0126.0226.0226.0226.0226.0226.0326.0426.0426.0426.0426.0426.0426.0426.0426.0426.0426.0426.0426.0426.0426.0426.0426.0426.0426.0326.0326.0326.0326.0326.0326.038' - 0"8' - 0"26.034' - 0"26.0326.0326.0326.0326.0326.0326.0326.0326.0326.0326.0326.0326.0326.0326.034' - 0"26.0526.0526.0626.064' - 0"4' - 0"4' - 0"4' - 0"26.0626.064' - 0"4' - 0"5' - 0"5' - 2"5' - 2"26.0626.0726.0726.0326.0326.0326.0326.0326.033' - 4"3' - 4"26.08KEY PLANASPEN 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 3:49:02 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, INA.102REFLECTED CEILING PLAN3/16" = 1'-0"1PAVILION REFLECTED CEILING PLANNREFLECTED CEILING PLAN NOTESDIVISION 09 - FINISHES09.01 ARMSTRONG METALWORKS CEILING 2'X2', WHITE.EXTERIOR RATED.DIVISION 26 - ELECTRICAL26.01 NEW EXTERIOR-RATED LED STRING LIGHTSATTACHED TO EXTERIOR WOOD CANOPY.26.02 NEW 7' DIA EXTERIOR-RATED METAL FAN. SUCHAS: BIG ASS ESSENCE FAN OR EQUAL.26.03 NEW CYNDRICAL 8" LED PENDANT CAN LIGHTWITH RIGID STEM. DIMMABLE.26.04 NEW LED WALL SCONCE, COOPER 674. DIMMABLE.26.05 NEW LED TROFFER LIGHTING 2'X'2. EXTERIORRATED.26.06 NEW SUSPENDED LED UTILITY LIGHTING, LENSED.SUCH AS LSI INDUSTRIES, LG3.26.07 NEW EXTERIOR LED WALL SCONCE SUCH AS: LSIINDUSTRIES, WLL WALL SCONCE.26.08 REFERENCE SITE PLAN FOR BOLLARD LOCATIONSAND SPECIFICATIONS.REVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set
6" / 12"6" / 12"6" / 12"6" / 12"4" / 12"4" / 12"07.0107.01START HERE5" TYP.FASTENER5 1/2"1 1 /4 "5" EXPOSURESTART HEREDIRECTION OF PREVAILING WINDFIELD FABRICATEDNOTES:1.) INSTALL 24" WEATHERWATCH OR STORMGUARD LEAK BARRIER TARGET SHEET.2.) DO NOT FACE NAIL THE PLUMBING VENT FLASHING.LEAD JACK OR PRE-FLASHED PLUMBING VENT FLASHINGCUT SHINGLES TO FIT AROUND FLASHING TO LEAVE A 1/4" CHANNELLEAK BARRIERLOCATE ALL FASTENERS WITHIN 1/2" OF THE EDGE OF THE FLASHINGVALLEY CENTERLINE, NO FASTENERS WITHIN 6" OF CENTERLINEEXTRA FASTENER IN END OF SHINGLEEXTEND SHINGLE AT LEAST 12" BEYOND VALLEY CENTERLINECLIPPED CORNER SET IN ROOF CEMENTCARRY ROOF DECK PROTECTION ACROSS VALLEYCENTER FULL WIDTH ROLL OF WEATHERWATCH OR STORMGUARD LEAK BARRIER, MINIMUM 55 POUND MINERALIZED ROLL ROOFING IN VALLEYROOF DECK PROTECTIONSHINGLES TRIMMED 2" BACK FROM VALLEY CENTERLINEKEY PLANASPEN 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 3:49:07 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, INA.103ROOF PLAN3/16" = 1'-0"1ROOF PLANNROOF NOTESDIVISION 07 - THERMAL AND MOISTURE PROTECTION07.01 ASPHALT SHINGLE ROOFING SYSTEM. COLOR ANDSTYLE TBD.1" = 1'-0"2HIP AND RIDGE SHINGLES DETAIL1" = 1'-0"3PLUMBING VENT FLASHING1" = 1'-0"4CLOSED CUT VALLEY CONSTRUCTIONREVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set
A.4015A.4012A.401109.01STG.103STORAGE104WOMEN'SA03MEN'SA04WP-2WP-2WP-3WP-2WP-2ST-1WP-1WP-1ST-1A.4015A.4012A.401106.0106.0210.0110.0210.0310.0510.0610.0610.0510.05A.1002SimA.400ASimKEY PLANASPEN 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 3:49:14 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, INA.120FLOOR FINISH, WALL FINISH,CASEWORK, AND SIGNAGEPLAN1/8" = 1'-0"1FLOOR AND WALL FINISH PLANPLAN SCHEDULEDIVISION 06 -CASEWORK06.01 EXTERIOR RATED GRANITE COUNTER ANDSUPPORTS.06.02 EXTERIOR RATED GRANITE COUNTER WITHSTAINLESS STEEL BASE CABINETS BELOW.DIVISION 09 - FINISHES09.01 CONCRETE SLAB, UNFINISHED.DIVISION 10 - SPECIALTIES10.01 1/4" THICK DIMENSIONAL TEXT AND SYMBOLSIGNAGE. EXTERIOR RATED ALUMINUM OR EQUAL.10.02 1/2" THICK DIMENSIONAL SYMBOL SIGNAGE.EXTERIOR RATED ALUMINUM OR EQUAL.10.03 1/2" THICK DIMENSIONAL TEXT MOUNTED TO 1/4"THICK PLAQUE. EXTERIOR RATED ALUMINUM OREQUAL. PLAQUE FINISH: POWDER COATED METAL,DARK GRAY.10.05 CODE REQUIRED PLAQUE SIGNS WITH BRAILLE,ADA COMPLIANT. EXTERIOR RATED ALUMINUMFINISH.10.06 CODE REQUIRED RESTROOM PLAQUE SIGNS WITHBRAILLE, ADA COMPLIANT. EXTERIOR RATEDALUMINUM FINISH.1/8" = 1'-0"2CASEWORK AND SIGNAGE PLANGENERAL WALL FINISH NOTES• U.N.O. ALL NEW DOOR FRAMES IN SCOPE AREA TO BE PAINTED BENJAMIN MOORE, BLACK. • REFER TO THE DOOR SCHEDULE FOR DOOR FINISH INFORMATION.GENERAL FLOOR FINISH NOTESFLOOR SLAB TO BE UNFIINSHED CONCRETE. REFERENCE STRUCTURAL SHEETS. INTERIOR FINISH FLAME SPREAD RATINGSEE 2012 IBC TABLE 803.9, UNSPRINKLEREDA-3 ASSEMBLY:CORRIDORS(26-75) CLASS AROOMS AND (76-200) CLASS CENCLOSED SPACESNNCASEWORK FINISH SCHEDULEManufacturerStyleColor DescriptionA MSI Granite Counter TopYellow River Granite Exterior RatedB Southwest Solutions Group Stainless Steel Base Cabinets with 1 Shelf Within Stainless Steel Exterior RatedWALL FINISH SCHEDULEMARK MANUFACTURER STYLE COLOR DESCRIPTION FLAMMABILITYST-1 BEUCHEL STONE CASTLE ROCK FOND DU LACWP-1 FIBO SYSTEMS CRESCENDO WALL PANEL BLANCO GRANDE WALL SYSTEM WITH 24 X 12 TILE LOOK. FLOORTO CEILING INSTALLATION. PROVIDE "L" BASEWHERE PANEL MEETS CONCRETE FLOOR.PROVIDE ALL NECESSARY CORNER TRIM PIECES.CLASS 1WP-2 TBD HORIZONTAL LAP SIDINGTO MATCH EXTERIORLIGHT FINISH TBD,PAINTED.12" H PLANKSCLASS 1WP-3 TBD HORIZONTAL LAP SIDING WOOD FINISH, TBD 12" H PLANKSCLASS 1COVERED PAVILION100EXTERIOR PAVILION101STORAGE104STG.103HOSPITALITY102WOMEN'S A03MEN'SA04COVERED PAVILION100EXTERIOR PAVILION101HOSPITALITY102REVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set
CH1CH1CH1CH1CH2CH2CH2CH2T1CH3CH3CH3CH3CH1CH1CH1CH1CH2CH2CH2CH2CH5CH5CH5CH5CH1CH1CH1CH1CH1CH1CH1FIRE1FIRE1CH6CH6CH6CH6CH6CH6CH6CH8T3CH8CH8CH3CH3CH3CH3CH3CH3T3T3T3T3T3T3T3T3T3T3T3T3T3T3TR1TR1TR1T3T2T5T5T5CH10TYP:8CH8CH8CH8CH8CH3CH3CH3CH3CH3CH3CH3CH3CH7CH9CH9TYP:8TYP:8TYP:8CHAIRCARTTYP:6TYP.3TYP.3TYP.3TYP.3TYP.3TYP.3T1T1T1EXTERIOR PAVILION101INTERIOR PAVILION100STG.104STG.103HOSPITALITY102MEN'SA04WOMEN'SA04CHAIRCARTCHAIRCARTCHAIRCARTCHAIRCARTCHAIRCARTTABLE CARTTABLE CARTTABLE CARTTABLE CARTTABLE CARTTABLE CARTCH5CH5FIRE1FIRE1TR1TR1TR1CH6CH6CH6CH6CH6CH6CH6T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4T4CH11CH11CH11CH11CH11CH11CH11CH11CH11T4CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11CH11TABLE CARTTABLE CARTTABLE CARTTABLE CARTTABLE CARTTABLE CARTCHAIRCARTCHAIRCARTCHAIRCARTCHAIRCARTCHAIRCARTEXTERIOR PAVILION101INTERIOR PAVILION100STG.104STG.103HOSPITALITY102MEN'SA04WOMEN'SA04SEE 01/A.121TYP. 2TYP. 3TYP. 3TYP. 3UB-1TYP. 3EXTERIOR PLAY PIECES BY OTHERSCH12CH12CH12CH12CH12CH12CH12CH12CH12CH12KEY PLANASPEN 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 3:49:29 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, INA.121FURNITURE PLAN1/8" = 1'-0"1DEFAULT FURNITURE PLAN1/8" = 1'-0"2EVENTS FURNITURE PLANFurniture ScheduleTypeMarkCount ManufacturerDescriptionFinishesCommentsCH1 15 Knoll Risom Lounge ChairFrame: Light Walnut. Fabric: Sunbrella, Navy.CH2 8 Knoll Risom OttomanFrame: Light Walnut. Fabric: Sunbrella, Navy.CH3 18 Polywood Nautical Porch Rocking ChairTeakCH5 6 Lebello Regular Soft Spinball, 36"Kona RopetekCH6 7 Landscape Forms Palisade Bench, BacklessRedwoodBenches to be anchored/fixed to concrete.CH7 6 Polywood Contempo 24" Saddle Counter StoolBlackCH8 26 Enea Street Stack Chairs, ArmlessPowder Coated Steel, BlackCH9 16 Polywood Traditional 30" Saddle Bar StoolBlackCH10 8 Polywood Vineyard Bar Side ChairBlackCH11 360 MityLite FlexOne CSBlack6 Vertical Tree Chair Carts, Each cart holds 60CH12 17 Harlow & MacGregor Cambridge Casual Sherwood 5' Teak Bench with Back Natural TeakFIRE1 2 Montigo C View, Square Outdoor FirepitAs isCustom Size: 4' SquareT1 4 Knoll Risom Side Table, SquareLight WalnutT2 1 Polywood Edge 39" x 78" Dining TableTeakT3 16 Beer Garden Bayern Picnic Table and Bench SetNut Brown with Black Frames. Solid Pine Top. 6 Extra Benches will be placed in storageroom, these are not shown on plan. Each setcomes with one furniture cover.T4 45 ULINE Round Folding Table, 60"White Top6 Table Carts, Each table cart holds 8T5 3 Polywood Nautical Trestle 38" x 73" Bar TableTeakTR1 3 Sitescapes Meridian Trash ReceptacleBlackALTERNATEUB-1 3 Sitescapes Stretch Umbrella and Stand MountMetallic StoneALTERNATE1" = 60'-0"3SITE FURNITURE PLANFURNITURE GENERAL NOTESSPECIFIED PRODUCTS ARE INTENDED TO SHOW DESIGN INTENT AND DO NOT INCLUDE ALL COMPONENTS REQUIRED FOR THE COMPLETE FURNITURE SYSTEM. THE FURNITURE DEALER IS RESPONSIBLE FOR PROVIDING ALL COMPONENTS NECESSARY FOR A COMPLETE AND OPERATIONAL FURNITURE SYSTEM. •ALL PRODUCTS SHOULD INCLUDE MANUFACTURERS STANDARD MAINTENANCE AND WARRANTY PACKAGE•SEATING: ALL SEATING SHOULD MEET OR EXCEED BIFMA STANDARDS.•DEALER SHALL PROVIDE COMPLETE DELIVERY, ASSEMBLY AND INSTALLATION, INCLUDING ELECTRICAL AND DATA SERVICE TO FURNITURE UNITS. DEALER TO COORDINATE WITH APPROPRIATE SUB CONTRACTOR.•SUBMIT PRODUCT DATA OR PRODUCT SPEC GUIDE FOR EACH SUBMITTED PRODUCT•FINISH SAMPLES: SUBMIT AVAILABLE FINISHES IN STANDARD PRODUCT LINE FOR FINISH SELECTION•CLIENT MAY REQUEST MOCK-UP OF NEW FURNITURE. COORDINATE ALL MOCK-UPS WITH CLIENT.•WHERE FURNITURE IS SHOWN TO FIT BETWEEN OTHER CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE MEASUREMENTS OF SUCH CONSTRUCTION IN THE FIELD BEFORE FABRICATION OF FURNITURE AND INDICATE DISCREPANCIES ON SHOP DRAWINGS.•ALL UPHOLSTERY/FINISHES SHALL MEET CLASS I FIRE RATINGS, U.N.ONNNREVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set
08.0108.0108.0108.0204.0104.0104.0104.0104.0204.0204.0204.0207.0107.0107.0106.0106.0106.0107.0207.0207.0207.0306.0206.0206.0222.018' - 0"26.0126.0126.0106.0306.0204.0104.0206.0126.0107.0207.0308.0108.0108.0108.0108.0204.0104.0206.0126.0104.0104.0206.0126.0104.0104.0206.0126.0104.0304.0407.0107.0105.0107.0307.026" 12"8' - 0"8' - 0"8' - 0"8' - 0"04.0104.0206.0107.0207.0304.0304.0410.0110.0204.0204.0204.0204.0208.0208.0204.0104.0206.0104.0104.0204.0104.0204.0104.0208.0306.0406.0406.0406.0404.0104.0207.0107.0107.0107.0105.014" 12"26.018' - 0"26.0106.0126.018' - 0"1' - 6"6' - 0"2' - 6"06.0308.0107.0107.0308.0108.0204.0104.0204.0104.0204.0104.0208.0408.0407.0207.0304.0304.0407.0206.0406.0406.0407.0106.0426.0226.036" 12"26.0126.018' - 0"26.0426.046' - 9"6' - 9"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 3:49:59 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, INA.200EXTERIOR ELEVATIONS3/16" = 1'-0"1BUILDING ELEVATION - NORTH3/16" = 1'-0"2BUILDING ELEVATION - WEST3/16" = 1'-0"3BUILDING ELEVATION - SOUTH3/16" = 1'-0"4BUILDING ELEVATION - EASTEXTERIOR ELEVATION NOTESDIVISION 04 - MASONRY04.01 NEW EXTERIOR 1 1/2" THIN STONE VENEER BASE.04.02 CAST STONE CAP.04.03 NEW EXTERIOR 1 1/2" THIN STONE VENEERFIREPLACE FACADE.04.04 NEW CAST STONE FIREPLACE CAP.DIVISION 05 - METALS05.01 NEW CUSTOM WELDED METAL FEATURE.DIVISION 06 - WOOD & COMPOSITES06.01 HEAVY TIMBER FRAME COLUMN. STAIN COLORTBD.06.02 HEAVY TIMBER FRAME RAFTER TAILS. SEESTRUCTURAL DRAWINGS FOR ADDITIONALDETAILS. STAIN COLOR TBD.06.03 HEAVY TIMBER FRAME TRUSSES. SEESTRUCTURAL DRAWINGS FOR ADDITIONALDETAILS. STAIN COLOR TBD.06.04 HEAVY TIMBER FRAME PERGOLA. STAIN COLORTBD.DIVISION 07 - THERMAL & MOISTURE PROTECTION07.01 NEW HORIZONTAL CEDAR WOOD LAP SIDING &TRIM. STAIN COLOR TBD.07.02 ARCHITECTURAL SHINGLES OVER 5/8" PLYWOODSUBSTRATE OVER 3" RIGID INSULATION OVER 2"WOOD DECKING.07.03 NEW CONTINUOUS RIDGE VENT.DIVISION 08 - OPENINGS08.01 NEW ALUMINUM FRAME FULL-VISION GARAGEDOOR .SEE A.600 FOR ADDITIONAL DETAIL.08.02 NEW EXTERIOR ALUMINUM STOREFRONT W/OPERABLE DOOR. SEE A.600 FOR ADDITIONALDETAIL.08.03 NEW EXTERIOR DOUBLE DOOR. SEE A.600 FORDETAILS.08.04 NEW EXTERIOR DOOR. SEE A.600 FOR DETAILS.DIVISION 10 - SPECIALTIES10.01 NEW SIGNAGE. SEE A.401 FOR DETAILS.10.02 NEW TWO-SIDED GAS FIREPLACE BOX.DIVISION 22 - PLUMBING22.01 OUTDOOR, BARRIER-FREE, PEDESTAL BOTTLEFILLER AND DRINKING FOUNTAIN.DIVISION 26 - ELECTRICAL26.01 NEW EXTERIOR-RATED LED WALL SCONCE SUCHAS: COOPER LIGHTING, SHAPER, 674.26.02 NEW EXTERIOR-RATED LED EXPOSED BULBSTRING LIGHTS.26.03 NEW EXTERIO-RATED LED BOLLARD FIXTURES.26.04 NEW EXTERIOR-RATED LED WALL SCONCE SUCHAS: LSI INDUSTRIES, WLL WALL SCONCE.REVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set
+121'-3 1/4"+114'-9"+113'-9"A.500126.0206.014" 12"+100'-0"11.0111.0107.0107.0110.01+114'-9"+113'-9"+124'-10 3/4"A.501126.0205.0106.0106.0106.0106.0106.0126.0226.0226.026" 12"+100'-0"11.0111.0111.0111.0111.0107.0107.0107.0110.0110.01A.5002A.500306.0107.0326.0211.0111.0111.0111.0107.0107.0107.0106.016" 12"07.0311.0111.0105.0107.01+114'-3"+113'-0"+103'-0"+100'-0"06.04+114'-3"+113'-0"+103'-0"+100'-0"26.0106.04ASPEN 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 3:50:16 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, INA.300BUILDING SECTIONS3/16" = 1'-0"1BUILDING SECTION - 13/16" = 1'-0"2BUILDING SECTION - 23/16" = 1'-0"3BUILDING SECTION - 43/16" = 1'-0"4BUILDING SECTION - 33/16" = 1'-0"5TRELLIS SECTION -13/16" = 1'-0"6TRELLIS SECTION -2BUILDING SECTION NOTESDIVISION 05 - METALS05.01 NEW CUSTOM WELDED METAL FEATURE.DIVISION 06 - WOOD & COMPOSITES06.01 EXPOSED TIMBER FRAME TRUSSES. SEESTRUCTURAL DRAWINGS FOR ADDITIONALDETAILS. STAIN COLOR TBD.DIVISION 07 - THERMAL & MOISTURE PROTECTION07.01 NEW HORIZONTAL CEDAR WOOD LAP SIDING &TRIM. STAIN COLOR TBD.DIVISION 10 - SPECIALTIES10.01 NEW SIGNAGE ELEMENT. REFERENCE SHEETA.401 FOR MORE INFORMATION.DIVISION 11 - EQUIPMENT11.01 OUTDOOR INFRARED HEATER, MODEL TBD.DIVISION 26 - ELECTRICAL26.01 NEWEXTERIOR-RATED STRING LIGHTS.26.02 NEW LARGE EXTERIOR-RATED CEILING FANS.REVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set
A.4001234A.4008567MEN'SA04WOMEN'SA0312' - 0 1/4"11' - 10 1/2"14' - 3"3' - 0"3' - 0"3' - 0"5' - 0"5' - 0"3' - 0"14' - 3"7"5' - 0"5' - 0"2 ' - 6 "2' - 6"SE8SE9SE9SE9SE2SE1SE3SE4SE5SE7SE1SE8SE7SE1SE9SE4SE5SE3SE6SE1SE222.0122.0222.0222.0222.021' - 6"22.0222.0222.0322.0422.0409.0009.00A03A041' - 6"1' - 6"1' - 6"1' - 6"SE611 3/4"11 3/4"SE1SE1SE2SE21' - 6"6"1' - 6"2' - 0"2' - 0"22.0122.03SE10SE11SE11SE6ASE6AMEN'SA0422.0122.02SE3SE5SE4SE83' - 0"3' - 2"9' - 0"8 1/2"1' - 6"5' - 0"2' - 10"09.021' - 6"2' - 3"SE11WP-13' - 0"3' - 3"MEN'SA0422.0222.0222.031' - 6"6"3' - 0"SE1SE8SE9SE1SE75' - 0"3' - 0"9' - 0"09.0222.021' - 6"2' - 9"1' - 6"1' - 6"SE6WP-122.03MEN'SA049' - 0"09.0222.021' - 6"A04WP-1MEN'SA042' - 10"SE3SE422.01SE59' - 0"09.02WP-126.01WOMEN'SA0322.0122.02SE3SE4SE5SE82' - 10"3' - 0"3' - 2"1' - 6"3' - 0"9' - 0"09.021' - 6"SE72' - 9"2' - 3"SE11WP-13' - 3"WOMEN'SA03SE3SE4SE522.012' - 10"9' - 0"09.02WP-122.02SE2SE1SE9WOMEN'SA035' - 0"9' - 0"09.021' - 6"A03WP-126.0122.0222.0222.0222.02SE1SE6SE7SE1SE1SE1SE9SE9SE8WOMEN'SA035' - 0"3' - 0"3' - 0"3' - 0"6"2' - 9"9' - 0"09.021' - 6"3' - 0"1' - 6"1' - 6"1' - 6"1' - 6"WP-1ASPEN 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 3:50:32 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, INA.400ENLARGED RESTROOMSPLANS & INTERIORELEVATIONS3/8" = 1'-0"AENLARGED PLAN - RESTROOMS3/8" = 1'-0"1MEN'S RR WEST ELEVATION3/8" = 1'-0"2MEN'S RR NORTH ELEVATION3/8" = 1'-0"3MEN'S RR EAST ELEVATION3/8" = 1'-0"4MEN'S RR SOUTH ELEVATION3/8" = 1'-0"5WOMEN'S RR WEST ELEVATION3/8" = 1'-0"6WOMEN'S RR NORTH ELEVATION3/8" = 1'-0"7WOMEN'S RR EAST ELEVATION3/8" = 1'-0"8WOMEN'S RR SOUTH ELEVATIONSPECIALTY ACCESSORY SCHEDULEMARK COUNT DESCRIPTION MANUFACTURER/MODELSE1 6 Toilet Paper Dispenser Bradley Corporation, 5402SE2 4 Sanitary Napkin Trash Bradley Corporation, 4A10SE3 2 Hand Dryer Excel DryerSE4 2 Manual Soap Dispenser Bradley Corporation, 6572SE5 2 Channel Frame Mirror Bradley Corporation, 18" x 36"SE6 2 Stainless Steel Grab Bars, 42" Bradley CorporationSE6A 2 Stainless Steel Grab Bars, 18" Bradley CorporationSE7 2 Stainless Steel Grab Bars, 36" Bradley CorporationSE8 2 Toilet Partitions, ADA ASI, HDPE, Floor Mounted Partitions, Charcoal, OR EQUAL.SE9 4 Toilet Partitions ASI, HDPE, Floor Mounted Partitions, Charcoal, OR EQUAL.SE10 1 Urinal Partition ASI, HDPE, 58", Charcoal, OR EQUAL.SE11 2 Baby Changing Station Koala Kare, KB300-SS Horizontal Surface-Mounted With StainlessSteel VeneerRESTROOM NOTESDIVISION 09 - FINISHES09.00 UNFINISHED CONCRETE FLOOR09.02 PROVIDE AND INSTALL L-SHAPED FINISHINGPROFILE BASE, WIDE.DIVISION 22 - PLUMBING22.01 ADA COMPLIANT PEDESTAL SINK WITH HOLDDOWN FAUCET SUCH AS: ZURN Z86100-XL DECKMOUNT SINGLE BASIN METERING FAUCET, ADACOMPLIANT.22.02 FLOOR MOUNTED TOILET FIXTURE.22.03 WALL MOUNTED URINAL.22.04 FLOOR DRAIN BY PLUMBING.DIVISION 26 - ELECTRICAL26.01 CEILING MOUNTED SPACE HEATER.WALL FINISH SCHEDULEMARK MANUFACTURER STYLE COLOR DESCRIPTION FLAMMABILITYST-1 BEUCHEL STONE CASTLE ROCK FOND DU LACWP-1 FIBO SYSTEMS CRESCENDO WALL PANEL BLANCO GRANDE WALL SYSTEM WITH 24 X 12 TILE LOOK. FLOORTO CEILING INSTALLATION. PROVIDE "L" BASEWHERE PANEL MEETS CONCRETE FLOOR.PROVIDE ALL NECESSARY CORNER TRIM PIECES.CLASS 1WP-2 TBD HORIZONTAL LAP SIDINGTO MATCH EXTERIORLIGHT FINISH TBD,PAINTED.12" H PLANKSCLASS 1WP-3 TBD HORIZONTAL LAP SIDING WOOD FINISH, TBD 12" H PLANKSCLASS 1REVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set
3A.3003' - 0"13' - 0"06.0206.0308.01BBBBBA2' - 11"1' - 6" MIN.3A.3003' - 0"1"10.0106.01+/- 4'-6"+/- 4'-6"14' - 7"1' - 7 1/2"08.0104.0104.0206.04AST-1WP-34' - 0"08.01DOOR SWING11.0111.0311.0411.0222.012A.30010.025'-0".5' - 8 1/2"1' - 6"2' - 6"6' - 0"ST-1WP-2WP-22A.30010.036' - 0"3' - 1"9' - 10"9"9"1' - 6"2' - 6"6' - 0"ST-1WP-3WP-305.012"2"3"13' - 3 1/4"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 3:50:50 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, INA.401ELEVATIONS1/4" = 1'-0"3HOSPITALTY, ELEVATION1/4" = 1'-0"1SERVING STATION, ELEVATION1/4" = 1'-0"4HOSPITALITY EQUIP., ELEVATIONINTERIOR ELEVATION NOTESDIVISION 04 - MASONRY04.01 STONE BASE.04.02 NEW PRECAST CAP.DIVISION 05 - METALS05.01 NEW CUSTOM METAL PIECE ATTACHED TOFIREPLACE STONE WALL.DIVISION 06 - WOOD, PLASTICS, & COMPOSITES06.01 EXTERIOR RATED GRANITE COUNTER ANDSTAINLESS STEEL SUPPORTS AS NEEDED.06.02 EXTERIOR RATED GRANITE COUNTER.06.03 STAINLESS STEEL BASE CABINET (1) SHELFWITHIN. SOUTHWEST SOLUTIONS GROUP, ORSIMILIAR.06.04 TIMBER FRAME TRUSSES. SEE STRUCTURALDRAWINGS FOR ADDITIONAL DETAILS. STAINCOLOR TBD.DIVISION 08 - OPENINGS08.01 ROLLING OVERHEAD DOOR. SEE A.600 FOR MOREINFORMATION.DIVISION 10 - SPECIALTIES10.01 1/4" THICK DIMENSIONAL TEXT AND SYMBOL.EXTERIOR RATED ALUMINUM OR EQUAL. UNITWILL BE MOUNTED TO HARDIE SIDING.10.02 1/2" THICK DIMENSIONAL SYMBOL. EXTERIORRATED ALUMINUM OR EQUAL. UNIT WILL BEMOUNTED TO STONE.10.03 1/2" THICK DIMENSIONAL TEXT MOUNTED TO 1/4"THICK PLAQUE. EXTERIOR RATED ALUMINUM OREQUAL. PLAQUE FINISH: POWDER COATED METAL,DARK GRAY.DIVISION 11 - EQUIPMENT11.01 WARMING TOWER SUCH AS: AVANTCO HEAT-1836IFULL SIZE INSULATED HEATED HOLDING CABINETWITH CLEAR DOOR - 120V. PROVIDE (18) 18” X 26”ALUMINUM SHEET PANS.11.02 COMMERCIAL ICEMAKER, SUCH AS: SCOTSMANCU3030SA.11.03 COMMERCIAL FRIDGE, SUCH AS: TRUE T19FRIDGE.11.04 COMMERCIAL FREEZER, SUCH AS: TRUE T19FREEZER.DIVISION 22 - PLUMBING22.01 DOUBLE BOWL UTILITY SINK SUCH AS: REGENCY48" 16-GAUGE STAINLESS STEEL TWOCOMPARTMENT COMMERCIAL UTILITY SINK - 24" X24" X 13" BOWL WITH WALL MOUNTED SPRAYERFAUCET.1/4" = 1'-0"2FIREPLACE WALL, ELEVATION1/4" = 1'-0"5FIREPLACE WALL EXTERIOR, ELEVATION3D VIEW3D VIEW 23D VIEW 3CASEWORK FINISH SCHEDULEManufacturerStyleColor DescriptionA MSI Granite Counter TopYellow River Granite Exterior RatedB Southwest Solutions Group Stainless Steel Base Cabinets with 1 Shelf Within Stainless Steel Exterior RatedWALL FINISH SCHEDULEMARK MANUFACTURER STYLE COLOR DESCRIPTION FLAMMABILITYST-1 BEUCHEL STONE CASTLE ROCK FOND DU LACWP-1 FIBO SYSTEMS CRESCENDO WALL PANEL BLANCO GRANDE WALL SYSTEM WITH 24 X 12 TILE LOOK. FLOORTO CEILING INSTALLATION. PROVIDE "L" BASEWHERE PANEL MEETS CONCRETE FLOOR.PROVIDE ALL NECESSARY CORNER TRIM PIECES.CLASS 1WP-2 TBD HORIZONTAL LAP SIDINGTO MATCH EXTERIORLIGHT FINISH TBD,PAINTED.12" H PLANKSCLASS 1WP-3 TBD HORIZONTAL LAP SIDING WOOD FINISH, TBD 12" H PLANKSCLASS 1SIGNAGE EXAMPLE IMAGEREVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set
+112'-0"+113'-9"12'H X 9'W FULL-VISION ALUMINUM FRAME GARAGE DOOR.2X WOOD HEADER.CEDAR WOOD SIDING OVER 5/8" PLYWOOD SUBSTRATE OVER 2"X6" WOOD STUDS FRAMING W/ BATT INSULATION (R30) OVER 5/8" PLYWOOD SUBSTRATE OVER CEDAR WOOD SIDING.REINFORCED CONCRETE SLAB -SEE STRUCTURAL DWG'S.8"X10" HEAVY-TIMBER BEAM, SPECIES TBD -SEE STRUCTURAL DWG'S.HEAVY-TIMBER TRUSS, SPECIES TBD -SEE STRUCTURAL DWG'S.ARCHITECTURAL SHINGLES OVER 5/8" PLYWOOD SUBSTRATE OVER 3" RIGID INSULATION OVER 2" WOOD DECKING.FOUNDATION WALL -SEE STRUCTURAL DWG'S.SPREAD FOOTING -SEE STRUCTURAL DWG'S.1-1/2" THIN-STONE VENEER OVER BUILDING WRAP/AIR BARRIER OVER 5/8" EXTERIOR GYPSUM SHEATHING OVER 2"X6" WOOD STUD FRAMING W/ BATT INSULATION (R30) OVER 5/8" EXTERIOR-RATED GYPSUM WALLBOARD.REINFORCED CONCRETE SLAB -SEE STRUCTURAL DWG'S.FOUNDATION WALL -SEE STRUCTURAL DWG'S.SPREAD FOOTING -SEE STRUCTURAL DWG'S.CEDAR WOOD SIDING OVER BUILDING WRAP/AIR BARRIER OVER 5/8" EXTERIOR GYPSUM SHEATHING OVER 2"X6" WOOD STUD FRAMING W/ BATT INSULATION (R30) OVER 5/8" EXTERIOR-RATED GYPSUM WALLBOARD.SEE REFLECTED CEILING PLAN FOR FINAL TYPE AND HEIGHT.HEAVY-TIMBER TRUSS, SPECIES TBD -SEE STRUCTURAL DWG'S.ARCHITECTURAL SHINGLES OVER 5/8" PLYWOOD SUBSTRATE OVER 3" RIGID INSULATION OVER 2" WOOD DECKING.CAST-STONE CAP.REINFORCED CONCRETE SLAB -SEE STRUCTURAL DWG'S.5/8" EXTERIOR-RATED GYPSUM WALLBOARD OVER 2"X4" WOOD STUD FRAMING W/BATT INSULATION (R30) OVER 5/8" BUILDING WRAP/AIR BARRIER OVER EXTERIOR GYPSUM SHEATHING OVER CEDAR WOOD SIDING.HEAVY-TIMBER TRUSS, SPECIES TBD -SEE STRUCTURAL DWG'S.ARCHITECTURAL SHINGLES OVER 5/8" PLYWOOD SUBSTRATE OVER 3" RIGID INSULATION OVER 2" WOOD DECKING.5'H X 12' 6"W FULL-VISION ALUMINUM FRAME GARAGE DOOR.5A.5002' - 6"2' - 6"7"1' - 4"7"7"1' - 4"7"1-1/2" THIN-STONE VENEER OVER 1/2" EXTERIOR GYPSUM SHEATHING OVER 2"X4" WOOD STUD FRAMING OVER 5/8".REINFORCED CONCRETE SLAB -SEE STRUCTURAL DWG'S.FOUNDATION WALL -SEE STRUCTURAL DWG'S.SPREAD FOOTING -SEE STRUCTURAL DWG'S.CAST-STONE CAP.HEAVY-TIMBER POST, SPECIES TBD -SEE STRUCTURAL DWG'S.ARCHITECTURAL SHINGLES OVER 5/8" PLYWOOD SUBSTRATE OVER 3" RIGID INSULATION OVER 2" WOOD DECKING.HEAVY-TIMBER TRUSS, SPECIES TBD -SEE STRUCTURAL DWG'S.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 3:50:56 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, INA.500WALL SECTIONS3/4" = 1'-0"1WALL SECTION - 13/4" = 1'-0"2WALL SECTION - 23/4" = 1'-0"3WALL SECTION - 33/4" = 1'-0"4ENLARGED COLUMN PLAN3/4" = 1'-0"5WALL SECTION - 1REVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set
SEE SPECS.1' - 6 3/4"REINFORCED CONCRETE SLAB -SEE STRUCTURAL DWG'S.1-1/2" THIN-STONE VENEER OVER 5/8" CEMENT BOARD OVER 2"X6" FT WOOD STUD FRAMING OVER 1/2" CEMENT BOARD OVER 1-1/2" THIN-STONE VENEER.5/8" CEMENT BOARD.DOUBLE-SIDED GAS FIREPLACE.3/4" FT PLYWOOD.PROVIDE FT BLOCKING FOR SIGNAGE/LOGO MOUNTING.2X FT HEADER.MINIMUM7' - 7"ALL 2X WOOD STUDS TO BE FIRE TREATED WITHIN 91" FROM THE BASE OF THE APPLIANCE.NOTE:THE LV SERIES REQUIRES A MINIMUM ENCLOSURE HEIGHT OF 91" MEASURED FROM THE BOTTOM OF THE APPLIANCE. FOR TEMPERATURE REQUIREMENTS, THIS AREA MUST BE LEFT UNOBSTRUCTED. SOME VENTING CONFIGURATIONS THAT REQUIRE MORE VERTICAL RISE WILL REQUIRE A LARGER ENCLOSURE TO PROVIDE MINIMUM VERTICAL CLEARANCE BETWEEN VENT PIPES AND COMBUSTIBLES. REFER TO MANUFACTURER'S DETAILS AND SPECIFICATIONS.1" MINIMUM ALL SIDES FOR SECTIONS OF VERTICAL VENTING. WHEN PASSING THROUGH A CEILING, USE FIRE STOP SPACER W500-0028. REFER TO MANUFACTURER'S DETAILS AND SPECIFICATIONS.EXTEND FLUE 3 FEET MINIMUM ABOVE THE ROOF SURFACE, AND 2 FEET ABOVE OTHER OBSTACLES WITHIN A 10 FEET RADIUS. COORDINATE WITH MECHANICAL AND FIRE PROTECTION CONTRACTOR.7' - 0".SEE SPECS.1' - 6 3/4"SEE SPECS.5' - 4 3/4"SEE SPECS.3' - 5 1/4"REINFORCED CONCRETE SLAB -SEE STRUCTURAL DWG'S.DOUBLE-SIDED GAS FIREPLACE.3/4" FT PLYWOOD.PROVIDE FT BLOCKING FOR SIGNAGE/LOGO MOUNTING.2X FT HEADER.SEE SPECS.1' - 2" MIN.2X STUDS @ 16" O.C.2X WOOD STUDS @ 16" O.C.MINIMUM7' - 7"ALL 2X WOOD STUDS TO BE FIRE TREATED WITHIN 91" FROM THE BASE OF THE APPLIANCE.1" MINIMUM ALL SIDES FOR SECTIONS OF VERTICAL VENTING. WHEN PASSING THROUGH A CEILING, USE FIRE STOP SPACER W500-0028. REFER TO MANUFACTURER'S DETAILS AND SPECIFICATIONS.NOTE:THE LV SERIES REQUIRES A MINIMUM ENCLOSURE HEIGHT OF 91" MEASURED FROM THE BOTTOM OF THE APPLIANCE. FOR TEMPERATURE REQUIREMENTS, THIS AREA MUST BE LEFT UNOBSTRUCTED. SOME VENTING CONFIGURATIONS THAT REQUIRE MORE VERTICAL RISE WILL REQUIRE A LARGER ENCLOSURE TO PROVIDE MINIMUM VERTICAL CLEARANCE BETWEEN VENT PIPES AND COMBUSTIBLES. REFER TO MANUFACTURER'S DETAILS AND SPECIFICATIONS. 2' - 8 3/4"SAFETY BARRIEREXTEND FLUE 3 FEET MINIMUM ABOVE THE ROOF SURFACE, AND 2 FEET ABOVE OTHER OBSTACLES WITHIN A 10 FEET RADIUS. COORDINATE WITH MECHANICAL AND FIRE PROTECTION CONTRACTOR.1-1/2" THIN-STONE VENEER OVER 5/8" CEMENT BOARD OVER 2"X6" FT WOOD STUD FRAMING OVER 1/2" CEMENT BOARD OVER 1-1/2" THIN-STONE VENEER.CAST-STONE CAP.CAST-STONE CAP..CAST-STONE CAP.7' - 0"CAST-STONE CAP.CAST-STONE CAP.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 3:51:02 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, INA.501WALL SECTIONS3/4" = 1'-0"1WALL SECTION - 13/4" = 1'-0"2WALL SECTION - 2REVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set
2"1' - 6 1/4"1' - 9 1/4"1' - 9 1/4"1' - 9 1/4"1' - 7 3/4"1' - 7 3/4"1' - 8 1/2"2"1' - 0"2"3' - 0"2"1' - 0"2"5' - 8"12' - 0"7' - 0"12' - 0"7' - 0"2"1' - 6 1/4"1' - 9 3/4"1' - 9"1' - 9"1' - 9"1' - 9"1' - 4"2"3' - 4"2"3' - 5"2"3' - 5"2"3' - 0"2"14' - 0"SEE SCHEDULESEE SCHEDULESEE SCHEDULE2" 2"2"SEE SCHD.D1F1 F2SEE SCHEDULE2" 2"2"SEE SCHD.SEE SCHEDULESEE SCHEDULE2"1' - 6 3/4"1' - 7 3/4"1' - 7 3/4"1' - 9 1/4"1' - 9 1/4"1' - 9 1/4"1' - 6 1/4"2"12' - 0"2"1' - 8"2"3' - 0"2"1' - 8"2"7' - 0"7' - 0"1.CONTRACTOR TO COORDINATE SIZE OF DOOR FRAMES UNCLUDING HEIGHT, WIDTH AND JAMB WIDTH WITH WALL TYPE AND FIRE RATING.2.CONTRACTOR TO COORDINATE DOOR HAND (SWING) WITH FLOOR PLAN.3.ALL THRESHOLDS TO BE ADA COMPLIANT.4.SUBMIT TRANSITITION STRIPS TO ARCHITECT FOR APPROVAL.5.ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED BENJAMIN MOORE, BLACK. DOOR SCHEDULE NOTES:AL=ALUMINUMAL/GL=ALUMINUM AND GLASSHM=HOLLOW METALWD=SOLID CORE WOODWD/GL=SOLID CORE WOOD AND GLASSABBREVIATIONS: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 3:51:09 PMCollege Park Church -Outdoor Pavilion07-00552606 West 96th Street, Indianapolis, INA.600SCHEDULESDOOR SCHEDULEDOORFIRERATINGFRAMEHardwareGroupCOMMENTSMARK WIDTH HEIGHT MATERIAL ELEVATIONDOORFINISHMATERIAL ELEVATION FINISH102 3' - 0" 7' - 0" HM D1 FACTORY HM F1 PAINTED 2103 3' - 0" 7' - 0" HM D1 FACTORY HM F1 PAINTED 2104 6' - 0" 7' - 0" HM D1 FACTORY HM F2 FACTORY 2105 3' - 0" 7' - 0" AL/GL A1 FACTORY AL AL FACTORY 4106 3' - 0" 7' - 0" AL/GL A2 FACTORY AL AL FACTORY 4107 3' - 0" 7' - 0" AL/GL A2 FACTORY AL AL FACTORY 4108 3' - 0" 7' - 0" AL/GL A1 FACTORY AL AL FACTORY 4109 3' - 0" 7' - 0" AL/GL A3 FACTORY AL AL FACTORY 4A03 3' - 0" 7' - 0" HM D1 FACTORY HM F1 FACTORY 3A04 3' - 0" 7' - 0" HM D1 FACTORY HM F1 FACTORY 3G100 14' - 0" 12' - 0" AL/GL G1 FACTORY AL G1 FACTORY -G101 14' - 0" 12' - 0" AL/GL G1 FACTORY AL G1 FACTORY -G102 14' - 0" 12' - 0" AL/GL G1 FACTORY AL G1 FACTORY -G103 14' - 0" 12' - 0" AL/GL G1 FACTORY AL G1 FACTORY -G104 14' - 0" 12' - 0" AL/GL G1 FACTORY AL G1 FACTORY -G105 9' - 0" 12' - 0" AL/GL G1 FACTORY AL G1 FACTORY -G106 9' - 0" 12' - 0" AL/GL G1 FACTORY AL G1 FACTORY -G107 9' - 0" 12' - 0" AL/GL G1 FACTORY AL G1 FACTORY -G108 9' - 0" 12' - 0" AL/GL G1 FACTORY AL G1 FACTORY -G109 14' - 0" 12' - 0" AL/GL G1 FACTORY AL G1 FACTORY -G110 14' - 0" 12' - 0" AL/GL G1 FACTORY AL G1 FACTORY -G111 12' - 6" 5' - 0" AL/GL G1 FACTORY AL G1 FACTORY -A1A3G1A2HARDWAREKeyNameLock FunctionHardware Hinge SetEgressHardwareCloser Stop Kickplates Hold Open-1 CLASSROOM LEVER/LEVERYes Yes Yes2 STOREROOM LEVER/LEVERYes3 PRIVACY LEVER/LEVERYes Yes4 EGRESS-PASSAGE LEVER/LEVERYes5 EGRESS-PASSAGE RATED PANIC/PUSH-PULLYes Yes Yes YesREVISIONSNo. Date By DescriptionA 06/ 20/ 2022 Pre-GP / Permit Set