Demonstration Farm-SU Ag Center Mandatory PreBid Conf&Site Visit, 5% Security Bond, Perform&Pymt Bond

DATE: SHEET NO: DRAWN: T H O M P S O N L U K E & A S S O C IA T E S , L .L .C . P H O N E 2 2 5 -2 9 3 -9 4 7 4 B A T O N R O U G E , L A 7 0 8 0 9 1 0 7 0 5 R IE G E R R O A D , S U IT E 1 0 1 CHECKED: TLA PROJECT NO: A0.01 S O U T H E R N U N IV E R S IT Y D E M O N S T R A T IO N F A R M B A T O N R O U G E , L O U IS IA N A 7 0 8 1 3 9 2 0 2 B .A . L IT T L E D R IV E Author Checker 12/15/2023 23.031 PROJECT SUMMARY 1. THE PROJECT CONSISTS OF THE CONSTRUCTION OF A NEW DEMONSTRATION GARDEN WITH CRUSHED GRANITE PATHS, PLANTING AREAS, STANDARD AND ADA PLANTING BOXES, MULCH AND AN OUTDOOR PAVILION. 2. DIMENSIONS ARE MEASURED FROM THE CENTER LINE OF COLUMN, CENTER OF WALL, FACE OF CONCRETE AND/OR FACE OF BLOCK WALL; UNLESS NOTED OTHERWISE. GENERAL REQUIREMENTS 1. THE INTENT OF THESE DRAWINGS AND THE SPECIFICATIONS IS TO INCLUDE ALL LABOR, MATERIALS, AND SERVICES NECESSARY FOR COMPLETION OF ALL WORK SHOWN, PRESCRIBED, OR REASONABLY IMPLIED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED

IN THE CONSTRUCTION DOCUMENTS. 2. DIMENSIONS ARE MEASURED FROM THE CENTER LINE OF COLUMN, FACE OF STUD/FRAMING, AND/OR FACE OF CONCRETE; UNLESS NOTED OTHERWISE. 3. THE TERM "TYPICAL" OR TYP" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME FROM SIMILAR CONDITIONS, THROUGHOUT UNLESS OTHERWISE NOTED. 4. THE ARCHITECT/ENGINEER'S REVIEW OF THE SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ANY DEVIATIONS FROM THE DRAWINGS AND/OR SPECIFICATIONS UNLESS THE ARCHITECT IS NOTIFIED IN WRITING, OF SUCH DEVIATION AT THE TIME OF THE SHOP DRAWINGS SUBMITTAL, NOR SHALL THE CONTRACTOR BE RELIEVED OF RESPONSIBILITY OF ERRORS OF ANY SORT IN THE SHOP DRAWINGS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE AND TIMELY DISTRIBUTION TO THE APPROPRIATE TRADES, THE LATEST EDITION OF ALL NECESSARY AND RELEVANT DRAWINGS, ADDENDA, CLARIFICATIONS, AND REVISIONS AFFECTING THEIR PORTION OF THE WORK DURING BIDDING AND AT ALL TIMES DURING CONSTRUCTION. 6. THESE DRAWINGS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY OF ALL PARTIES PRESENT ON THE JOB SITE SHALL BE THE CONTRACTOR'S RESPONSIBILITY FROM START OF CONSTRUCTION THROUGH THE COMPLETION OF THE CONTRACT. 7. THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL FIRE MARSHAL AND PROVIDE FOR ANY TEMPORARY FIRE- SAFETY REQUIREMENTS. 8. THE CONTRACTOR SHALL KEEP THE PROJECT AREA AND SURROUNDINGS FREE OF DEBRIS AND SECURE THE SITE FROM THOSE NOT ALLOWED ON THE JOB SITE. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND OTHER ITEMS NECESSARY FOR THE COMPLETION OF ALL WORK SHOWN, CALLED FROM OR REASONABLY IMPLIED BY THE CONSTRUCTION DOCUMENTS, EXCEPT FOR WHERE SPECIFICALLY NOTED OTHERWISE. 10. THE CONTRACTOR SHALL PROVIDE PROPER PROTECTION FOR ALL CONSTRUCTION MATERIALS SUBJECT TO DAMAGE FROM THE ELEMENTS OR THEFT. 11. WHERE DISSIMILAR METALS WOULD COME IN CONTACT WITH EACH OTHER, AN APPROVED BARRIER MUST BE USED. 12. ALL PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED WITH A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARDS SPECIFIC OF FIRE STOPS ASTM-E-1814. 13. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE COMPLIANCE WITH LOCAL APPLICABLE CODES WITH RESPECT TO FIRE RATING OF DOORS, FRAMES AND RELATED HARDWARE. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN CODES AND CONSTRUCTION DOCUMENTS. 14. ALL HEIGHTS AND ELEVATIONS SHALL BE MEASURED FROM FINISH FLOOR UNLESS OTHERWISE NOTED. 15. CONTRACTOR SHALL ENSURE THAT ALL FINISH MATERIALS SHALL BE FLUSH WITH ADJACENT SURFACES AND JOINTS (EXCEPT NOTED OTHERWISE). 16. PROVIDE BACKING AT ALL INDICATED FIXTURES, SIGNS, HANDRAILS, AND OTHER WALL AND CEILING-MOUNTED LOCATIONS AS REQUIRED. 17. ELECTRICAL PANELS SHALL NOT BE LOCATED WITHIN FIRE RATED CORRIDORS. 18. EXISTING CONDITIONS INCLUDING DIMENSIONS OF EXISTING CONSTRUCTION ARE BASED ON INFORMATION OBTAINED FROM CONSTRUCTION DOCUMENTS AND FIELD SURVEY, AND SHALL NOT BE CONSIDERED AS "AS-BUILT" DOCUMENTATION. THE CONTRACTOR SHALL VERIFY AT THE JOB SITE ALL EXISTING CONDITIONS AFFECTING THE WORK, AND SHALL THOROUGHLY REVIEW THE CONSTRUCTION DOCUMENTS PRIOR TO BIDDING. PRIOR TO THE START OF WORK AND/OR SUBMITTING ANY BID, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY AREAS IN THE CONSTRUCTION DOCUMENTS WHERE THE INTENT IS UNCLEAR, WHERE THERE IS A DISCREPANCY, OR WHERE ACTUAL FIELD CONDITIONS ARE INACCURATELY SHOWN. COMMENCEMENT OF ANY WORK SHALL CONSTITUTE ACCEPTANCE OF ALL CONDITIONS AFFECTING THE WORK. 19. CONTRACTOR TO COORDINATE WITH THE OWNER ON THE TEMPORARY LOCATIONS OF DEBRIS CONTAINERS, WORK TRAILER, ACCESSIBILITY TO SITE AND PREMISES, AND EQUIPMENT. 20. CONTRACTOR TO PROVIDE AND PAY FOR TEMPORARY POWER, WATER, AND OTHER MISC. UTILITIES AS WELL AS PERMITTING COSTS ASSOCIATED WITH THIS PROJECT. PRICE AND PAYMENT PROCEDURES 1. THE CONTRACTOR SHALL PROVIDE AN ELECTRONIC MEDIA PRINTOUT OF THE SCHEDULE OF VALUES, LIST OF SUBCONTRACTORS, LIST OF PRODUCTS, AND PROGRESS SCHEDULE. FORMS FILLED OUT BY HAND WILL NOT BE ACCEPTED. SUBMIT SCHEDULE OF VALUES IN DUPLICATE WITHIN 7 DAYS BEFORE DATE ESTABLISHED IN NOTICE TO PROCEED. REVISE SCHEDULE TO LIST APPROVED CHANGE ORDERS, WITH EACH APPLICATION FOR PAYMENT. 2. PAYMENT PERIOD WILL BE EACH CALENDAR MONTH. THE CONTRACTOR SHALL PROVIDE AN ELECTRONIC MEDIA PRINTOUT INCLUDING EQUIVALENT INFORMATION TO BE SUBMITTED TO ARCHITECT FOR APPROVAL. 3. APPLICATION FOR PROGRESS PAYMENT FORMS WILL INCLUDE ITEM NUMBER, DESCRIPTION OF WORK, SCHEDULED VALUES, PREVIOUS APPLICATIONS, WORK IN PLACE AND STORED MATERIALS UNDER THIS APPLICATION, PERCENTAGE OF COMPLETION, BALANCE TO FINISH, AND RETAINAGE. EXECUTE CERTIFICATION BY SIGNATURE OF AUTHORIZED OFFICER. 4. SUBMIT THREE COPIES OF EACH APPLICATION FOR PAYMENT. INCLUDE A TRANSMITTAL LETTER AS SPECIFIED FOR SUBMITTALS, REVISED AND CURRENT CONSTRUCTION PROGRESS SCHEDULE, AND AFFIDAVITS ATTESTING TO OFF- SITE STORED PRODUCTS. 5. WHEN ARCHITECT REQUIRES SUBSTANTIATING INFORMATION, SUBMIT DATA JUSTIFYING DOLLAR AMOUNTS IN QUESTION. PROVIDE ONE COPY OF DATA WITH COVER LETTER FOR EACH COPY OF SUBMITTAL. SHOW APPLICATION NUMBER AND DATE, AND LINE ITEM BY NUMBER AND DESCRIPTION. 6. FOR MINOR CHANGES NOT INVOLVING AN ADJUSTMENT TO THE CONTRACT SUM OR CONTRACT TIME, ARCHITECT WILL ISSUE INSTRUCTIONS DIRECTLY TO THE CONTRACTOR. 7. FOR OTHER REQUIRED CHANGES, QUOTES AND DESCRIPTIONS OF CHANGES WITH BACKUP DOCUMENTATION MUST BE SUBMITTED TO OWNER/TENANT FOR CONSIDERATION BY THE OWNER AND ARCHITECT. WORK ON CHANGE ORDERS CANNOT PROCEED UNTIL APPROVAL FOR THE CHANGE IS RECEIVED FROM THE OWNER/TENANT. THE DOCUMENT WILL DESCRIBE THE REQUIRED CHANGES AND WILL DESIGNATE METHOD OF DETERMINING ANY CHANGE IN CONTRACT SUM OR CONTRACT TIME. 8. THE CONTRACTOR SHALL PROVIDE FULL INFORMATION REQUIRED FOR EVALUATION OF SUBSTANTIATION OF COST. ON REQUEST THE CONTRACTOR SHALL PROVIDE QUANTITIES OF PRODUCTS, LABOR, AND EQUIPMENT; TAXES, INSURANCE, AND BONDS; OVERHEAD AND PROFIT; JUSTIFICATION FOR ANY CHANGE IN CONTRACT TIME; CREDIT FOR DELETIONS FROM CONTRACT, SIMILARLY DOCUMENTED. 9. THE CONTRACTOR SHALL SUPPORT EACH CLAIM FOR ADDITIONAL COSTS WITH ADDITIONAL INFORMATION OF ORIGIN AND DATE OF CLAIM, DATES AND TIMES WORK WAS PERFORMED AND BY WHOM, TIME RECORDS AND WAGE RATES PAID, AND INVOICES AND RECEIPTS FOR PRODUCTS, EQUIPMENT, AND SUBCONTRACTS, SIMILARLY DOCUMENTED. 10. FOR TIME AND MATERIAL WORK, THE CONTRACTOR SHALL SUBMIT ITEMIZED ACCOUNT AND SUPPORTING DATA AFTER COMPLETION OF CHANGE, WITHIN TIME LIMITS SET. 11. APPLICATION FOR FINAL PAYMENT WILL NOT BE CONSIDERED UNTIL ALL CLOSEOUT PROCEDURES ARE COMPLETED, AS OUTLINED IN "EXECUTION AND CLOSEOUT." 12. THE CONTRACTOR WILL REPLACE THE WORK, OR PORTIONS OF THE WORK, NOT CONFORMING TO SPECIFIED REQUIREMENTS. IF, IN THE OPINION OF THE ARCHITECT, IT IS NOT PRACTICAL TO REMOVE AND REPLACE THE WORK, THE ARCHITECT WILL DIRECT APPROPRIATE REMEDY OR ADJUST PAYMENT. THE DEFECTIVE WORK MAY REMAIN, BUT UNIT SUM/PRICE WILL BE ADJUSTED TO NEW SUM/PRICE WILL BE ADJUSTED TO NEW SUM AT DISCRETION OF ARCHITECT. AUTHORITY OF ARCHITECT TO ASSESS DEFECTS AND IDENTIFY PAYMENT ADJUSTMENTS IS FINAL. 13. PAYMENT WILL NOT BE MADE FOR REJECTED PRODUCTS FOR PRODUCTS WASTED OR DISPOSED OF IN A MANNER THAT IS NOT ACCEPTABLE, PRODUCTS DETERMINED AS UNACCEPTABLE BEFORE OR AFTER PLACEMENT, PRODUCTS NOT COMPLETELY UNLOADED FROM TRANSPORTING VEHICLE, PRODUCTS PLACED BEYOND LINES AND LEVELS OF REQUIRED WORK, PRODUCTS REMAINING ON HAND AFTER COMPLETION OF THE WORK, AND LOADING, HAULING, AND DISPOSING OF REJECTED PRODUCTS. ADMINISTRATIVE REQUIREMENTS 1. DOCUMENTS FOR REVIEW SHALL BE DELIVERED TO THE ARCHITECT AT 1669 LOBDELL AVENUE, SUITE H1, BATON ROUGE, LA 70806. SMALL SIZE SHEET, NOT LARGER THAN 8-1/2" X 11 INCHES, WILL BE SUBMITTED TO THE ARCHITECT IN THE QUANTITY REQUIRED BY THE CONTRACTOR PLUS TWO COPIES THAT WILL BE RETAINED BY THE ARCHITECT. LARGE SHEETS, NOT LARGER THAN 36 X 48 INCHES WILL BE SUBMITTED TO THE ARCHITECT IN THE QUANTITY REQUIRED BY THE CONTRACTOR PLUS TWO COPIES THAT WILL BE RETAINED BY THE ARCHITECT. 2. DOCUMENTS FOR INFORMATION REQUIRE THREE COPIES. 3. DOCUMENTS FOR PROJECT CLOSEOUT REQUIRE ONE REPRODUCTION OF SUBMITTAL ORIGINALLY REVIEWED, AND SUBMIT ONE EXTRA SUBMITTAL FOR INFORMATION. 4. THE CONTRACTOR SHALL SUBMIT ONE COPY OF PRODUCT SAMPLES. AFTER REVIEW, PRODUCE DUPLICATES AS REQUIRED. RETAINED SAMPLES WILL NOT BE RETURNED TO THE CONTRACTOR UNLESS SPECIFICALLY SO STATED. 5. TRANSMIT EACH SUBMITTAL WITH APPROVED FORM. SEQUENTIALLY NUMBER THE TRANSMITTAL FORM. REVISE SUBMITTALS WITH ORIGINAL NUMBER AND A SEQUENTIAL ALPHABETIC SUFFIX. 6. IDENTIFY PROJECT, CONTRACTOR, SUBCONTRACTOR OR SUPPLIER; PERTINENT DRAWING AND DETAIL NUMBER, AND SPECIFICATION NUMBER, AS APPROPRIATE ON EACH COPY OF THE SUBMITTAL. 7. APPLY CONTRACTOR'S STAMP, SIGNED OR INITIALED CERTIFYING THAT REVIEW, APPROVAL, VERIFICATION OF PRODUCTS REQUIRED, FIELD DIMENSION, ADJACENT CONSTRUCTION WORK, AND COORDINATION OF INFORMATION IS IN ACCORDANCE WITH THE REQUIREMENTS OF THE WORK AND CONTRACT DOCUMENTS, WITHIN EACH SUBMITTAL. 8. SCHEDULE SUBMITTALS TO EXPEDITE THE PROJECT, AND COORDINATE SUBMISSION OF RELATED ITEMS. 9. FOR EACH SUBMITTAL FOR REVIEW, ALLOW 10 DAYS EXCLUDING DELIVERY TIME TO AND FROM THE CONTRACTOR. 10. IDENTIFY VARIATIONS FROM CONTRACT DOCUMENTS AND PRODUCT OR SYSTEM LIMITATIONS THAT MAY BE DETRIMENTAL TO SUCCESSFUL PERFORMANCE OF THE COMPLETED WORK. WHEN REVISED FOR RESUBMISSION, IDENTIFY ALL CHANGES MADE SINCE PREVIOUS SUBMISSION. 11. PROVIDE SPACE FOR CONTRACTOR AND ARCHITECT REVIEW STAMPS FOR EACH SUBMITTAL. 12. DISTRIBUTE REVIEWED SUBMITTALS AS APPROPRIATE. INSTRUCT PARTIES TO PROMPTLY REPORT ANY INABILITY TO COMPLY WITH REQUIREMENTS. SUBMITTALS NOT REQUESTED WILL NOT BE RECOGNIZED OR PROCESSED. QUALITY REQUIREMENTS 1. MONITOR QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES, SITE CONDITIONS, AND WORKMANSHIP, TO PRODUCT WORK OF SPECIFIED QUALITY. 2. COMPLY WITH MANUFACTURERS' INSTRUCTIONS, INCLUDING EACH STEP IN SEQUENCE. SHOULD MANUFACTURER'S INSTRUCTIONS CONFLICT WITH CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING. 3. COMPLY WITH SPECIFIED STANDARDS AS MINIMUM QUALITY FOR THE WORK EXCEPT WHERE MORE STRINGENT TOLERANCES, CODES, OR SPECIFIED REQUIREMENTS INDICATE HIGHER STANDARDS OR MORE PRECISE WORKMANSHIP. HAVE WORK PERFORMED BY PERSONS QUALIFIED TO PRODUCE REQUIRED AND SPECIFIED QUALITY. 4. VERIFY THAT FIELD MEASUREMENTS ARE AS INDICATED ON SHOP DRAWINGS OR AS INSTRUCTED BY THE MANUFACTURER. SECURE PRODUCTS IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO WITHSTAND STRESSES, VIBRATION, PHYSICAL DISTORTION, AND DISFIGUREMENT. 5. MONITOR FABRICATION AND INSTALLATION TOLERANCE CONTROL OF PRODUCTS TO PRODUCE ACCEPTABLE WORK. DO NOT PERMIT TOLERANCES TO ACCUMULATE. COMPLY WITH MANUFACTURERS' TOLERANCES. SHOULD MANUFACTURERS' TOLERANCES CONFLICT WITH THE CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM ARCHITECT BEFORE PROCEEDING. 6. ADJUST PRODUCTS TO APPROPRIATE DIMENSIONS; POSITION BEFORE SECURING PRODUCTS IN PLACE. 7. TESTING AGENCIES ARE RESPONSIBLE FOR TESTING SAMPLES OF MIXES SUBMITTED BY CONTRACTOR, PROVIDE QUALIFIED PERSONNEL AT SITE, COOPERATE WITH ARCHITECT AND CONTRACTOR IN PERFORMANCE OF SERVICES, PERFORM SPECIFIED SAMPLING AND TESTING OF PRODUCTS IN ACCORDANCE WITH SPECIFIED STANDARDS, ASCERTAIN COMPLIANCE OF MATERIALS AND MIXES WITH REQUIREMENTS OF CONTRACT DOCUMENTS, PROMPTLY NOTIFY ARCHITECT AND CONTRACTOR OF OBSERVED IRREGULARITIES OR NON-CONFORMANCE OF WORK OR PRODUCTS, PERFORM ADDITIONAL TEST AND INSPECTIONS REQUIRED BY ARCHITECT, AND SUBMIT REPORTS OF ALL TESTS/INSPECTIONS SPECIFIED. 8. TESTING AGENCIES MAY NOT RELEASE, REVOKE, ALTER, OR ENLARGE ON REQUIREMENTS OF CONTRACT DOCUMENTS. THEY MAY NOT APPROVE OR ACCEPT ANY PORTION OF THE WORK, ASSUME ANY DUTIES OF CONTRACTOR, OR HAVE AUTHORITY TO STOP THE WORK. 9. SUBSTITUTIONS PROCEDURES: SUBMITTED REQUEST FOR SUBSTITUTIONS WILL BE CONSIDERED BY THE ARCHITECT. DOCUMENT EACH REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF PROPOSED SUBSTITUTION WITH BID DOCUMENTS. 10. A REQUEST FOR SUBSTITUTION CONSTITUTES A REPRESENTATION THAT THE SUBMITTER HAS INVESTIGATED PROPOSED PRODUCT AND DETERMINED THAT IT MEETS OR EXCEEDS THE QUALITY LEVEL OF THE SPECIFIED PRODUCT. CONTRACTOR TO PROVIDE THE SAME WARRANTY FOR THE SUBSTITUTION AS FOR THE SPECIFIED PRODUCT. CONTRACTOR TO COORDINATE INSTALLATION AND MAKE CHANGES TO OTHER WORK THAT MAY BE REQUIRED FOR THE WORK TO BE COMPLETE WITH NO ADDITIONAL COST TO OWNER. CONTRACTOR WAIVES CLAIMS FOR ADDITIONAL COSTS OR TIME EXTENSION THAT MAY SUBSEQUENTLY BECOME APPARENT, AND THE CONTRACTOR WILL REIMBURSE OWNER/TENANT AND ARCHITECT FOR REVIEW OR REDESIGN SERVICES ASSOCIATED WITH RE-APPROVAL BY AUTHORITIES. 11. SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN THEY ARE INDICATED OR IMPLIED ON SHOP DRAWINGS OR PRODUCT DATA SUBMITTALS, WITHOUT SEPARATE WRITTEN REQUEST, OR WHEN ACCEPTANCE WILL REQUIRE REVISION TO THE BID DOCUMENTS. EXECUTION AND CLOSEOUT 1. VENTILATE ENCLOSED AREAS TO ASSIST CURE OF MATERIALS, TO DISSIPATE HUMIDITY, AND TO PREVENT ACCUMULATION OF DUST, FUMES, VAPORS, OR GASES. 2. DUST CONTROL: EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION OPERATIONS. PROVIDE POSITIVE MEANS TO PREVENT AIR-BORNE DUST FROM DISPERSING INTO ATMOSPHERE AND OVER ADJACENT PROPERTY. 3. PEST AND RODENT CONTROL: PROVIDE METHODS, MEANS, AND FACILITIES TO PREVENT PESTS AND INSECTS FROM DAMAGING THE WORK. 4. POLLUTION CONTROL: PROVIDE METHODS, MEANS, AND FACILITIES TO PREVENT CONTAMINATION OF SOIL, WATER, AND ATMOSPHERE FROM DISCHARGE OF NOXIOUS, TOXIC SUBSTANCES, AND POLLUTANTS PRODUCED BY CONSTRUCTION OPERATIONS. COMPLY WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 5. NOTIFY AFFECTED UTILITY COMPANIES AND COMPLY WITH THEIR REQUIREMENTS. VERIFY THAT UTILITY REQUIREMENTS AND CHARACTERISTICS OF NEW OPERATING EQUIPMENT ARE COMPATIBLE WITH BUILDING UTILITIES. COORDINATE WORK OF VARIOUS SECTIONS HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVICE, SUCH EQUIPMENT. 6. COORDINATE SPACE REQUIREMENTS, SUPPORTS, AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK THAT ARE INDICATED DIAGRAMMATICALLY ON DRAWINGS. FOLLOW ROUTING SHOWN FOR PIPES, DUCTS, AND CONDUIT, AS CLOSELY AS PRACTICABLE; PLACE RUNS PARALLEL WITH LINES OF BUILDING. UTILIZE SPACES EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS, FOR MAINTENANCE, AND FOR REPAIRS. 7. IN FINISHED AREAS EXCEPT AS OTHERWISE INDICATED, CONCEAL PIPES, DUCTS, AND WIRING WITHIN THE CONSTRUCTION. COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WITH FINISH ELEMENTS. 8. COORDINATE COMPLETION AND CLEAN-UP OF SEPARATE SECTIONS. AFTER OWNER OCCUPANCY OF PREMISES, COORDINATE ACCESS TO SITE FOR CORRECTION OF DEFECTIVE WORK AND WORK NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS, TO MINIMIZE DISRUPTION OF OWNER'S ACTIVITIES. 9. VERIFY THAT EXISTING SITE CONDITIONS AND SUBSTRATES ARE ACCEPTABLE FOR SUBSEQUENT WORK. START OF WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS. VERIFY THAT EXISTING SUBSTRATE IS CAPABLE OF STRUCTURAL SUPPORT OR ATTACHMENT OF NEW WORK BEING APPLIED OR ATTACHED. TAKE FIELD MEASUREMENTS BEFORE CONFIRMING PRODUCT ORDERS OR BEGINNING FABRICATION, TO MINIMIZE WASTE DUE TO OVER-ORDERING OR MISFABRICATION. VERIFY THAT UTILITY SERVICES ARE AVAILABLE, OR THE CORRECT CHARACTERISTICS, AND IN THE CORRECT LOCATIONS. PRIOR TO CUTTING: EXAMINE EXISTING CONDITIONS PRIOR TO COMMENCING WORK, INCLUDING ELEMENTS SUBJECT TO DAMAGE OR MOVEMENT DURING CUTTING AND PATCHING. AFTER UNCOVERING EXISTING WORK, ASSESS CONDITIONS AFFECTING PERFORMANCE OF WORK. BEGINNING OF CUTTING OR PATCHING MEANS ACCEPTANCE OF EXISTING CONDITIONS. 10. CLEAN SUBSTRATE SURFACES PRIOR TO APPLYING NEXT MATERIAL OR SUBSTANCE. SEAL CRACKS OR OPENINGS OF SUBSTRATE PRIOR TO APPLYING NEXT MATERIAL OR SUBSTANCE. APPLY MANUFACTURER REQUIRED OR RECOMMENDED SUBSTRATE PRIMER, SEALER, OR CONDITIONER PRIOR TO APPLYING ANY NEW MATERIAL OR SUBSTANCE IN CONTACT OR BOND. 11. DEMONSTRATE START-UP, OPERATION, CONTROL, ADJUSTMENT, TROUBLE-SHOOTING, SERVICING, MAINTENANCE, AND SHUTDOWN OF EACH ITEM OF EQUIPMENT AT SCHEDULED TIME, AT EQUIPMENT LOCATION. FOR EQUIPMENT OR SYSTEMS REQUIRING SEASONAL OPERATION, PERFORM DEMONSTRATION FOR OTHER SEASON WITHIN SIX MONTHS. PROVIDE A QUALIFIED PERSON WHO IS KNOWLEDGEABLE ABOUT THE PROJECT TO PERFORM DEMONSTRATION AND INSTRUCTION OF OWNER PERSONNEL. 12. EXECUTE FINAL CLEANING AFTER SUBSTANTIAL COMPLETION BUT BEFORE MAKING FINAL APPLICATION FOR PAYMENT. CLEAN AREAS TO BE OCCUPIED BY OWNER PRIOR TO FINAL COMPLETION BEFORE OWNER OCCUPANCY. CLEAN INTERIOR AND EXTERIOR GLASS, SURFACES EXPOSED TO VIEW; REMOVE TEMPORARY LABELS, STAINS AND FOREIGN SUBSTANCES, POLISH TRANSPARENT AND GLOSSY SURFACES, VACUUM CARPETED AND SOFT SURFACES. REPLACE FILTERS OF OPERATING EQUIPMENT. REMOVE WASTE, SURPLUS MATERIALS, TRASH/RUBBISH, AND CONSTRUCTION FACILITIES FROM THE SITE; DISPOSE OF IN LEGAL MANNER; DO NOT BURN OR BURY. CLOSEOUT SUBMITTALS 1.SUBMIT TWO COPIES OF PRELIMINARY DRAFT OR PROPOSED FORMATS AND OUTLINES OF CONTENTS BEFORE START OF WORK. ARCHITECT WILL REVIEW DRAFT AND RETURN ONE COPY WITH COMMENTS. 2.FOR EQUIPMENT, OR COMPONENT PARTS OF EQUIPMENT PUT INTO SERVICE DURING CONSTRUCTION AND OPERATED BY OWNER, SUBMIT COMPLETED DOCUMENTS WITHIN TEN DAYS AFTER ACCEPTANCE. 3.SUBMIT ONE COPY OF COMPLETED DOCUMENTS 15 DAYS PRIOR TO FINAL INSPECTION. THIS COPY WILL BE REVIEWED AND RETURNED AFTER FINAL INSPECTION, WITH ARCHITECT COMMENTS. REVISE CONTENT OF ALL DOCUMENT SETS AS REQUIRED PRIOR TO FINAL SUBMISSION. 4.SUBMIT TWO SETS OF REVISED FINAL DOCUMENTS IN FINIAL FORM WITHIN 10 DAYS AFTER FINAL INSPECTION. 5.WARRANTIES AND BONDS: FOR EQUIPMENT OR COMPONENTS PARTS OF EQUIPMENT PUT INTO SERVICE DURING CONSTRUCTION WITH OWNER'S PERMISSION, SUBMIT DOCUMENTS WITHIN 10 DAYS AFTER ACCEPTANCE. MAKE OTHER SUBMITTALS WITHIN 10 DAYS AFTER DATE OF SUBSTANTIAL COMPLETION, PRIOR TO FINAL APPLICATION FOR PAYMENT. FOR ITEMS OF WORK FOR WHICH ACCEPTANCE IS DELAYED BEYOND DATE OF SUBSTANTIAL COMPLETION, SUBMIT WITHIN 10 DAYS AFTER ACCEPTANCE, LISTING THE DATE OF ACCEPTANCE AS THE BEGINNING OF THE WARRANTY PERIOD. 6.OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS: 6.1. FOR EACH ITEM OF EQUIPMENT AND EACH SYSTEM PROVIDE A DESCRIPTION OF UNIT OR SYSTEM, AND COMPONENT PARTS; IDENTIFY FUNCTION, NORMAL OPERATING CHARACTERISTICS, AND LIMITING CONDITIONS; INCLUDE PERFORMANCE CURVES, WITH ENGINEERING DATA AND TESTS; COMPLETE NOMENCLATURE AND MODEL NUMBER OF REPLACEABLE PARTS. 6.2. PANELBOARD CIRCUIT DIRECTORIES: PROVIDE ELECTRICAL SERVICE CHARACTERISTICS, CONTROLS, AND COMMUNICATIONS; TYPED. 6.3. INCLUDE COLOR CODED WIRING DIAGRAMS AS INSTALLED. COORDINATE WITH OWNER/TENANT'S LABELING SYSTEM. 6.4. OPERATING PROCEDURES: INCLUDE STAR-UP, BRINK-IN, AND ROUTINE NORMAL OPERATING INSTRUCTION S AND SEQUENCES. INCLUDE REGULATION, CONTROL, STOPPING, SHUT-DOWN, AND EMERGENCY INSTRUCTIONS. INCLUDE SUMMER, WINTER, AND ANY SPECIAL OPERATING INSTRUCTIONS. 6.5. MAINTENANCE REQUIREMENTS: INCLUDE ROUTINE PROCEDURES AND GUIDE FOR PREVENTATIVE MAINTENANCE AND TROUBLE SHOOTING; DISASSEMBLE, REPAIR, AND REASSEMBLY INSTRUCTIONS; AND ALIGNMENT, ADJUSTING, BALANCING, AND CHECKING INSTRUCTIONS. 6.6. PROVIDE SERVICING AND LUBRICATION SCHEDULE, AND LIST OF LUBRICANTS REQUIRED. 6.7. INCLUDE MANUFACTURER'S PRINTED OPERATION AND MAINTENANCE INSTRUCTIONS. 6.8. INCLUDE SEQUENCE OF OPERATION BY CONTROLS MANUFACTURER. 6.9. PROVIDE ORIGINAL MANUFACTURER'S PARTS LIST, ILLUSTRATIONS, ASSEMBLY DRAWINGS, AND DIAGRAMS REQUIRED FOR MAINTENANCE. 6.10. PROVIDE CONTROL DIAGRAMS BY CONTROLS MANUFACTURER AS INSTALLED. 6.11. PROVIDE CONTRACTOR'S COORDINATION DRAWINGS, WITH COLOR CODED PIPING DIAGRAMS AS INSTALLED. 6.12. ADDITIONAL REQUIREMENTS: AS SPECIFIED IN INDIVIDUAL PRODUCT SPECIFICATIONS SECTIONS. 7.OPERATION AND MAINTENANCE MANUALS: PREPARE INSTRUCTIONS AND DATA BY PERSONNEL EXPERIENCED IN MAINTENANCE AND OPERATION OF DESCRIBED PRODUCTS IN THE FORM OF AN INSTRUCTIONAL MANUAL. THE BINDER TO BE COMMERCIAL QUALITY, 8-1/2 X 11 INCHES, THREE D SIDE RING BINDERS WITH DURABLE PLASTIC COVERS; 2 INCH MAXIMUM RING SIZE. WHEN MULTIPLE BINDERS ARE USED, CORRELATE DATA INTO RELATED CONSISTENT GROUPING. IDENTIFY COVER WITH "OPERATION AND MAINTENANCE INSTRUCTIONS"; IDENTIFY TITLE OF PROJECT; IDENTIFY SUBJECT MATTER OF CONTENTS. PROVIDE TABBED DIVIDERS FORE EACH SEPARATE PRODUCT AND SYSTEM, WITH TYPED DESCRIPTION OF PRODUCT AND MAJOR COMPONENT PARTS OF EQUIPMENT. 8.PROVIDE THE ARCHITECT WITH AS-BUILT DRAWINGS WITH ALL REVISIONS FROM THE BID DOCUMENTS. 9.OBTAIN WARRANTIES AND BONDS, EXECUTED IN DUPLICATE BY RESPONSIBLE SUBCONTRACTORS, SUPPLIERS, AND MANUFACTURERS, WITHIN 10 DAYS AFTER COMPLETION OF THE APPLICABLE ITEM OF WORK. EXCEPT FOR ITEMS PUT INTO USE WITH OWNER'S PERMISSION, LEAVE DATE OF BEGINNING OF TIME OF WARRANTY UNTIL THE DATE OF SUBSTANTIAL COMPLETION IS DETERMINED. VERIFY THAT DOCUMENTS ARE IN PROPER FORM, CONTAIN FULL INFORMATION, AND NOT NOTARIZED. CO-EXECUTE SUBMITTALS WHEN REQUIRED. RETAIN WARRANTIES AND BONDS UNTIL TIME SPECIFIED FOR SUBMITTAL. PART 1 GENERAL 1.1 QUALITY ASSURANCE: A.CODES AND STANDARDS: PERFORM EXCAVATION WORK IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF GOVERNING AUTHORITIES HAVING JURISDICTION. B.TESTING & INSPECTION SERVICE: AN INDEPENDENT TESTING LABORATORY SELECTED BY THE OWNER SHALL PERFORM TESTING AND INSPECTION SERVICES FOR QUALITY CONTROL TESTING DURING EARTHWORK OPERATIONS. THE CONTRACTOR SHALL GIVE FULL COOPERATION TO THE TESTING LABORATORY PERSONNEL IN THE PERFORMANCE OF THEIR WORK, AND SHALL NOTIFY THEM SUFFICIENTLY IN ADVANCE OF NEED TO ALLOW THEM TO MAN THE JOB WHEN REQUIRED. 1.2 SUBMITTALS: A.TEST REPORTS - EARTHWORK: SUBMIT THE FOLLOWING REPORTS DIRECTLY TO ARCHITECT FROM THE TESTING SERVICES, WITH COPY TO CONTRACTOR: 1. TEST REPORTS ON BORROW MATERIAL, COMPARING IT WITH SPECIFICATION REQUIREMENTS. 2. OPTIMUM MOISTURE-MAXIMUM DENSITY CURVES FOR BORROW FILL AND EXISTING SUBGRADE MATERIAL. 3. FIELD DENSITY TEST REPORTS. 1.3 JOB CONDITIONS: A.EXISTING UTILITIES: LOCATE EXISTING UNDERGROUND UTILITIES IN AREA OF WORK. IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF PROTECTION DURING EARTHWORK. SHOULD UNCHARTED, OR INCORRECTLY CHARTED, PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING EXCAVATION, CONSULT ARCHITECT IMMEDIATELY FOR DIRECTIONS. COOPERATE WITH THE OWNER AND UTILITY COMPANIES IN KEEPING RESPECTIVE SERVICES AND FACILITIES IN OPERATION. REPAIR DAMAGED UTILITIES TO SATISFACTION OF THE UTILITY OWNER. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY OWNER OR BY OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY ARCHITECT AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. DEMOLISH AND COMPLETELY REMOVE FROM SITE EXISTING UNDERGROUND UTILITIES TO BE REMOVED. COORDINATE WITH UTILITY COMPANIES FOR SHUT-OFF OF SERVICES IF LINES ARE ACTIVE. B.PROTECTION OF PERSONS & PROPERTY: BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND POST WITH WARNING LIGHTS. OPERATE WARNING LIGHTS AS RECOMMENDED BY AUTHORITIES HAVING JURISDICTION. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS. PART 2 PRODUCTS 2.1 MATERIALS: A.CLAY BORROW FILL: A CLEAN, SELECT, SANDY CLAY, OR CLAYEY SAND; NON-EXPANSIVE; FREE OF CLAY BALLS, ROCK OR GRAVEL LARGER THAN 2" IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETABLE AND OTHER DELETERIOUS MATTER. IT SHALL HAVE A PLASTICITY INDEX BETWEEN 10 AND 25, AND A MAXIMUM LIQUID LIMIT OF 45. IT SHALL MEET THE REQUIREMENTS OF ASTM D2487-75 FOR CLASSIFICATION AS CL MATERIAL. B.CAPILLARY BARRIER FILL (FOR 4 INCH THICK FINAL LAYER OF BUILDING SLAB FILL OVER COMPACTED EARTH SUBGRADES): IT SHALL BE A CLEAN, PIT RUN PEA GRAVEL AGGREGATE, CONTAINING NO ORGANIC MATERIALS, GENERALLY CONFORMING TO ASTM C33, SIZE 7 (1/2 TO NO. 4, WITH LESS THAN 5% PASSING THE NO. 100 SIEVE. C.CRUSHED STONE BASE (OPTIONAL): IT SHALL BE A CLEAN, COARSE AGGREGATE, CONTAINING NO ORGANIC MATERIALS, CONFORMING TO ASTM C33, SIZE 57. D. ALL FILL MATERIALS BROUGHT TO THE PROJECT SHALL BE APPROVED BY A REPRESENTATIVE OF THE SELECTED INDEPENDENT TESTING LABORATORY AS MEETING THE REQUIREMENTS OF THIS SPECIFICATION. PART 3 EXECUTION 3.1 CLEARING AND STRIPPING: A.REMOVE VEGETATION, DEBRIS, UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE PRIOR TO PLACEMENT OF FILLS. STRIPPING AND REMOVAL SHALL BE TO A MINIMUM DEPTH OF 3". PLOW, STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SO THAT FILL MATERIAL WILL BOND WITH EXISTING SURFACE. AFTER STRIPPING, PROOF ROLL THE ENTIRE AREA BENEATH BUILDINGS AND PAVEMENTS WITH A RUBBER-TIRED VEHICLE LOADED TO BETWEEN 15 TONS AND 25 TONS, TO DETECT SOFT SPOTS IN THE SUBGRADE. DO NOT PROOF ROLL NOR ATTEMPT COMPACTION DURING EXTENDED PERIODS OF INCLEMENT WEATHER. REMOVE ALL SOFT AND UNSATISFACTORY MATERIAL AND FILL THE RESULTING EXCAVATIONS WITH BORROW FILL MATERIALS. WHEN EXISTING GROUND SURFACE HAS A DENSITY LESS THAN THAT SPECIFIED UNDER "COMPACTION" FOR PARTICULAR AREA CLASSIFICATION, BREAK UP GROUND SURFACE, PULVERIZE, MOISTURE CONDITION TO OPTIMUM MOISTURE CONTENT, AND COMPACT TO REQUIRED DEPTH AND PERCENTAGE OF MAXIMUM DENSITY. STRIPPED MATERIALS SHALL BE PLACED AND GRADED IN AREAS OF THE SITE DESIGNATED BY THE ARCHITECT. THESE AREAS WILL BE OUTSIDE THE AREA OF NEW BUILDING CONSTRUCTION. EARTHWORK FOR BUILDINGS 3.2 FILL AND BACKFILL: A.FILL - GENERAL: PLACE SPECIFIED SOIL MATERIAL IN LAYERS TO REQUIRED SUBGRADE ELEVATIONS, FOR EACH AREA CLASSIFICATION LISTED BELOW: 1. BUILDING SLABS - USE CLAY BORROW FILL MATERIAL TO WITHIN 4" OF THE BOTTOM OF SLAB ELEVATION. PLACE IN 8 INCH MAXIMUM LOOSE THICKNESS LAYERS. COMPACT EACH LAYER TO 95% STANDARD PROCTOR DENSITY (ASTM D-698) AND TEST FOR APPROVAL PRIOR TO PROCEEDING WITH THE SUBSEQUENT LAYERS. AS THE FINAL 4 INCH LAYER OF FILL IMMEDIATELY PRIOR TO THE PLACEMENT CONCRETE SLABS, USE THE SPECIFIED CAPILLARY BARRIER FILL MATERIAL AND COMPACT BY THE USE OF MECHANICAL TAMPING EQUIPMENT. B.FILLS SHALL BE PLACED IN 8" MAXIMUM LOOSE LAYERS, COMPACTED, AND PASS COMPACTION TEST REQUIREMENTS PRIOR TO PLACING ADDITIONAL LAYERS. 3.3 COMPACTION: A.GENERAL: CONTROL SOIL COMPACTION DURING CONSTRUCTION TO PROVIDE THE FOLLOWING MINIMUM SPECIFIED PERCENTAGES OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-698 (STANDARD PROCTOR TEST) FOR CLAYEY MATERIALS, AND ASTM D2049 (RELATIVE DENSITY) FOR GRANULAR MATERIALS. COMPACT THE TOP 6" OF EXISTING SUBGRADE AND EACH LAYER OF BACKFILL OR FILL MATERIAL: 1. UNDER BUILDING SLABS - 95% STANDARD PROCTOR OR 75% RELATIVE DENSITY, AS APPLICABLE TO THE MATERIAL USED. B.MOISTURE CONTROL: CONTROL SOIL MOISTURE DURING COMPACTION OPERATIONS TO WITHIN 2% OF OPTIMUM MOISTURE CONTENT FOR COMPACTION. WHERE SUBGRADE OR LAYER OF SOIL MATERIAL MUST BE MOISTURE CONDITIONED BEFORE COMPACTION, UNIFORMLY APPLY WATER TO SURFACE OF SUBGRADE, OR LAYER OF SOIL MATERIAL, TO PREVENT FREE WATER APPEARING ON SURFACE DURING OR SUBSEQUENT TO COMPACTION OPERATIONS. REMOVE AND REPLACE, OR SCARIFY AND AIR DRY, SOIL MATERIAL THAT IS TOO WET TO PERMIT COMPACTION TO SPECIFIED DENSITY. SOIL MATERIAL THAT HAS BEEN REMOVED BECAUSE IT IS TOO WET TO PERMIT COMPACTION MAY BE STOCKPILED OR SPREAD AND ALLOWED TO DRY. C.DO NOT PLACE FILL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAIN FROST OR ICE. PLACE FILL MATERIALS EVENLY ADJACENT TO STRUCTURES, TO REQUIRED ELEVATIONS. D. THE CONTRACTOR IS CAUTIONED THAT THE EXISTING NEAR SURFACE MATERIALS ARE SILTS AND SILTY CLAYS WHICH MAY "PUMP" IF WORKED BY HEAVY EQUIPMENT IN WET CONDITIONS. IF PUMPING OF THE SUBGRADE OCCURS THE CONTRACTOR SHALL ATTEMPT TO ELIMINATE THE CONDITION BY THE ADDITION OF 5% LIME OR 8% FLY ASH BY VOLUME TO THE EXISTING MATERIALS; DRYING, MIXING, AND RECOMPACTING. OPTIONALLY, THE CONTRACTOR MAY BRIDGE OVER THE PUMPING MATERIALS BY THE PLACEMENT OF 12 INCHES OF COMPACTED SAND OVER THE SUBGRADE. NO EXTRAS WILL BE PAID TO ACHIEVE A SATISFACTORY STARTING SUBGRADE. 3.4 EXCAVATION: A.EXCAVATION CONSISTS OF REMOVAL AND DISPOSAL OF MATERIAL ENCOUNTERED WHEN ESTABLISHING REQUIRED FINISH GRADE ELEVATIONS. B.UNAUTHORIZED EXCAVATION CONSISTS OF REMOVAL OF MATERIALS BEYOND INDICATED SUBGRADE ELEVATIONS OR DIMENSIONS WITHOUT SPECIFIC DIRECTION OF ARCHITECT. UNAUTHORIZED EXCAVATION, AS WELL AS REMEDIAL WORK DIRECTED BY ARCHITECT, SHALL BE AT CONTRACTOR'S EXPENSE. UNDER FOOTINGS, FILL UNAUTHORIZED EXCAVATION BY EXTENDING INDICATED BOTTOM ELEVATION OF FOOTING TO EXCAVATION BOTTOM, WITHOUT ALTERING REQUIRED TOP ELEVATION. LEAN CONCRETE FILL MAY BE USED TO BRING ELEVATIONS TO PROPER POSITION, WHEN ACCEPTABLE TO ARCHITECT. ELSEWHERE, BACKFILL AND COMPACT UNAUTHORIZED EXCAVATIONS AS SPECIFIED FOR AUTHORIZED EXCAVATIONS OF SAME CLASSIFICATION, UNLESS OTHERWISE DIRECTED BY ARCHITECT. C.DEWATERING: PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM FLOWING INTO EXCAVATIONS AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENT SOFTENING OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL TO STABILITY OF SUBGRADES AND FOUNDATIONS. PROVIDE AND MAINTAIN PUMPS, WELL POINTS, SUMPS, SUCTION AND DISCHARGE LINES, AND OTHER DEWATERING SYSTEM COMPONENTS NECESSARY TO CONVEY WATER AWAY FROM EXCAVATIONS. CONVEY WATER REMOVED FROM EXCAVATIONS AND RAIN WATER TO COLLECTING OR RUN-OFF AREAS. ESTABLISH AND MAINTAIN TEMPORARY DRAINAGE DITCHES AND OTHER DIVERSIONS OUTSIDE EXCAVATION LIMITS FOR EACH STRUCTURE. DO NOT USE TRENCH EXCAVATIONS AS TEMPORARY DRAINAGE DITCHES. D. MATERIAL STORAGE: STOCKPILE SATISFACTORY EXCAVATED MATERIALS WHERE DIRECTED, UNTIL REQUIRED FOR BACKFILL OR FILL. PLACE, GRADE, AND SHAPE STOCKPILES FOR PROPER DRAINAGE. LOCATE AND RETAIN SOIL MATERIALS AWAY FROM EDGE OF EXCAVATIONS. DISPOSE OF EXCESS SOIL MATERIAL AND WASTE MATERIAL AS SPECIFIED. E. EXCAVATION FOR STRUCTURES: CONFORM TO ELEVATIONS AND DIMENSIONS SHOWN WITHIN A TOLERANCE OF PLUS OR MINUS 0.10', AND EXTENDING A SUFFICIENT DISTANCE FROM FOOTINGS AND FOUNDATIONS TO PERMIT PLACING AND REMOVAL OF FORMWORK, INSTALLATION OF SERVICES, OTHER CONSTRUCTION, AND FOR INSPECTION. IN EXCAVATING FOR FOOTINGS AND FOUNDATIONS, TAKE CARE NOT TO DISTURB BOTTOM OF EXCAVATION. EXCAVATE BY HAND TO FINAL GRADE JUST BEFORE CONCRETE REINFORCEMENT IS PLACED. TRIM BOTTOMS TO REQUIRED LINES AND GRADES TO LEAVE SOLID BASE TO RECEIVE OTHER WORK. F. EXCAVATION FOR TRENCHES: DIG TRENCHES TO THE UNIFORM WIDTH REQUIRED FOR PARTICULAR ITEM TO BE INSTALLED, SUFFICIENTLY WIDE TO PROVIDE AMPLE WORKING ROOM. EXCAVATE TRENCHES TO DEPTH INDICATED OR REQUIRED. CARRY DEPTH OF TRENCHES FOR PIPING TO ESTABLISH INDICATED FLOW LINES AND INVERT ELEVATIONS. BEYOND BUILDING PERIMETER, KEEP BOTTOMS OF TRENCHES SUFFICIENTLY BELOW FINISH GRADE TO AVOID FREEZE-UPS. GRADE BOTTOMS OF TRENCHES AS INDICATED, NOTCHING UNDER PIPE BELLS TO PROVIDE SOLID BEARING FOR ENTIRE BODY OF PIPE. DO NOT BACKFILL TRENCHES UNTIL TESTS AND INSPECTIONS HAVE BEEN MADE AND BACKFILLING IS AUTHORIZED BY ARCHITECT. USE CARE IN BACKFILLING TO AVOID DAMAGE OR DISPLACEMENT OF PIPE SYSTEMS. 3.5 GRADING: A.GENERAL: UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING UNDER THIS SECTION, INCLUDING ADJACENT TRANSITION AREAS. SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, COMPACT WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. B.GRADING OUTSIDE BUILDING LINES: GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURES AND TO PREVENT PONDING. FILL AND GRADE TO THE FINISHED SITE ELEVATIONS INDICATED. SURFACES FREE FROM IRREGULAR SURFACE CHANGES. C.GRADING SURFACE OF FILL UNDER BUILDING SLABS: GRADE SMOOTH AND EVEN, FREE OF VOIDS, COMPACTED AS SPECIFIED, AND TO REQUIRED ELEVATION. PROVIDE FINAL GRADES WITHIN A TOLERANCE OF 1/2" WHEN TESTED WITH A 10' STRAIGHTEDGE. D. COMPACTION: AFTER GRADING, COMPACT SUBGRADE SURFACES TO THE DEPTH AND PERCENTAGE OF MAXIMUM DENSITY SPECIFIED. 3.6 FIELD QUALITY CONTROL: A.QUALITY CONTROL TESTING DURING CONSTRUCTION: ALLOW TESTING SERVICE TO INSPECT AND APPROVE SUBGRADES AND FILL LAYERS BEFORE FURTHER CONSTRUCTION WORK IS PERFORMED. PERFORM FIELD DENSITY TESTS IN ACCORDANCE WITH APPLICABLE ASTM METHODS. B.BUILDING SLAB SUBGRADE: MAKE AT LEAST ONE FIELD DENSITY TEST OF SUBGRADE FOR EVERY 2000 SQUARE FEET OF SLAB, BUT IN NO CASE LESS THAN 4 TESTS PER AREA. IN EACH COMPACTED FILL LAYER, MAKE ONE FIELD DENSITY TEST FOR EVERY 2000 SQUARE FEET OF OVERLAYING SLAB, BUT IN NO CASE LESS THAN 4 TESTS PER AREA. IF IN OPINION OF ARCHITECT, BASED ON TESTING LABORATORY REPORTS, SUBGRADE OR FILLS WHICH HAVE BEEN PLACED ARE BELOW SPECIFIED DENSITY, PROVIDE ADDITIONAL COMPACTION AND TESTING AT NO ADDITIONAL EXPENSE TO THE OWNER. 3.7 MAINTENANCE: A.PROTECTION OF GRADED AREAS: PROTECT NEWLY GRADED AREAS FROM TRAFFIC AND EROSION. KEEP FREE OF TRASH AND DEBRIS. REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED, AND RUTTED AREAS TO SPECIFIED TOLERANCES. B.RECONDITIONING COMPACTED AREAS: WHERE COMPLETED COMPACTED AREAS ARE DISTURBED BY SUBSEQUENT CONSTRUCTION OPERATIONS OR ADVERSE WEATHER, SCARIFY SURFACE, RESHAPE, AND COMPACT TO REQUIRED DENSITY PRIOR TO FURTHER CONSTRUCTION. 3.8 DISPOSAL OF EXCESS AND WASTE MATERIALS: A.REMOVE EXCESS AND WASTE MATERIALS, INCLUDING UNACCEPTABLE EXCAVATED MATERIAL, TRASH AND DEBRIS, AND DISPOSE OFF OF OWNER'S PROPERTY. Reg. No. 6168 STATE OF LOU I S I A NA R E G I ST ERED A RCH I T E C T JO SHUA HOFFPAU IR L. Revision Date DATE: SHEET NO: DRAWN: T H O M P S O N L U K E & A S S O C IA T E S , L .L .C . P H O N E 2 2 5 -2 9 3 -9 4 7 4 B A T O N R O U G E , L A 7 0 8 0 9 1 0 7 0 5 R IE G E R R O A D , S U IT E 1 0 1 CHECKED: TLA PROJECT NO: A0.02 S O U T H E R N U N IV E R S IT Y D E M O N S T R A T IO N F A R M B A T O N R O U G E , L O U IS IA N A 7 0 8 1 3 9 2 0 2 B .A . L IT T L E D R IV E Author Checker 12/15/2023 23.031 JOINT SEALERS 1.WARRANTY: INCLUDE COVERAGE FOR INSTALLED SEALANTS AND ACCESSORIES WHICH FAIL TO ACHIEVE AIRTIGHT SEAL, EXHIBIT LOSS OF ADHESION OR COHESION, OR DO NOT CURE. 2.MANUFACTURERS: 2.1. SILICONE SEALANTS (TYPE A): BOSTIK INC; PRODUCT CHEM-CALK 1200: WWW. BOSTIK-US.COM. TREMCO ; PRODUCT SPECTREM 1. APPROVED EQUAL. 2.2. POLYURETHANE SEALANTS (TYPE B): BASF CONSTRUCTION CHEMICALS-BUILDING SYSTEMS; PRODUCT SONOLASTIC NP1: WWW.CHEMREX.COM. APPROVED EQUAL. 2.3. ACRYLIC EMULSION LATEX SEALANTS (TYPE C): BOSTIK INC; PRODUCT CHEM-CALK 600: WWW.BOSTIK- US.COM. TREMCO ; PRODUCT ACRYLIC LATEX 834. APPROVED EQUAL. 3.PRIMER: NON-STAINING TYPE, RECOMMENDED BY SEALANT MANUFACTURER TO SUIT APPLICATION. 4. JOINT CLEANER: NON-CORROSIVE AND NON-STAINING TYPE, RECOMMENDED BY SEALANT MANUFACTURER; COMPATIBLE WITH JOINT FORMING MATERIALS. 5. JOINT BACKING: ROUND FOAM ROD COMPATIBLE WITH SEALANT; ASTM D 1056, SPONGE OR EXPANDED RUBBER; OVERSIZED 30 TO 50 PERCENT LARGER THAN JOINT WIDTH. 6.BOND BREAKER: PRESSURE SENSITIVE TAPE RECOMMENDED BY SEALANT MANUFACTURER TO SUIT APPLICATION. 7.TO PREPARE THE SURFACE REMOVE LOOSE MATERIALS AND FOREIGN MATTER THAT COULD IMPAIR ADHESION OF SEALANT. CLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PERFORM PREPARATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND ASTM C 1193. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION FROM DAMAGE OR DISFIGUREMENT. 8.PRECOMPRESSED FOAM SEALANT: DO NOT STRETCH; AVOID JOINTS EXCEPT AT CORNERS, ENDS, AND INTERSECTIONS; INSTALL WITH FACE 1/8 TO 1/4 INCH (3 TO 6 MM) BELOW ADJOINING SURFACE. 9.COMPRESSION GASKETS: AVOID JOINTS EXCEPT AT ENDS, CORNERS, AND INTERSECTIONS; SEAL ALL JOINTS WITH ADHESIVE; INSTALL WITH FACE 1/8 TO 1/4 INCH (3 TO 6 MM) BELOW ADJOINING SURFACE. 10. SCHEDULE LOCATION TYPE COLOR PERIMETER OF EXTERIOR OPENINGS B MATCH WALL COLOR SHEET METAL FLASHINGS B MATCH FLASHING COLOR UNDER THRESHOLDS B MATCH THRESHOLD COLOR BETWEEN BOTTOM STUD AND FLOOR B BLACK INTERIOR DOOR FRAME/WALLS C PAINTABLE PART 1 GENERAL 1.1 QUALITY ASSURANCE: A.CODES AND STANDARDS: IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS, COMPLY WITH ALL REQUIREMENTS OF "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301-10." THIS SPECIFICATION TOGETHER WITH ALL RELATED TECHNICAL REFERENCES CONTAINED THEREIN SHALL GOVERN THE CAST IN PLACE CONCRETE WORK FOR THIS PROJECT. 1.2 SUBMITTALS: A.PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA WITH APPLICATION AND INSTALLATION INSTRUCTIONS FOR PROPRIETARY MATERIALS AND ITEMS, INCLUDING REINFORCEMENT AND FORMING ACCESSORIES, ADMIXTURES, PATCHING COMPOUNDS, JOINT SYSTEMS, CURING COMPOUNDS, DRY-SHAKE FINISH MATERIALS, AND OTHERS AS REQUESTED BY ARCHITECT. B.SHOP DRAWINGS - REINFORCEMENT: SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING, AND PLACEMENT OF CONCRETE REINFORCEMENT. SHOP DRAWINGS SHALL PROVIDE ELEVATIONS OF ALL GRADE BEAMS AND FOUNDATION WALLS TO A SCALE WHICH CAN CLEARLY SHOW ALL REINFORCING STEEL IN THE BEAMS. COMPLY WITH ACI 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" SHOWING BAR SCHEDULES, STIRRUP SPACING, DIAGRAMS OF BENT BARS, ARRANGEMENT OF CONCRETE REINFORCEMENT. INCLUDE COMPLETE LIST OF SUPPORT BARS AND ACCESSORIES WITH CLEAR INSTRUCTIONS REGARDING THEIR LOCATION AND PLACEMENT. C.SAMPLES: SUBMIT SAMPLES OF MATERIALS AS SPECIFIED AND AS OTHERWISE REQUESTED BY ARCHITECT, INCLUDING NAMES, SOURCES, AND DESCRIPTIONS. D. LABORATORY TEST REPORTS: SUBMIT LABORATORY TEST REPORTS FOR CONCRETE MATERIALS AND MIX DESIGN TESTS AS SPECIFIED. E. MATERIAL CERTIFICATES: PROVIDE MATERIALS CERTIFICATES IN LIEU OF MATERIAL'S LABORATORY TEST REPORTS WHEN PERMITTED BY ARCHITECT. THE CONTRACTOR SHALL CERTIFY THAT EACH MATERIAL ITEM COMPLIES OR EXCEEDS SPECIFIED REQUIREMENTS. 1.3 SUPPLEMENTAL REQUIREMENTS TO ACI 301-16: A.ALL CONCRETE FOR THE PROJECT SHALL BE A NORMAL WEIGHT MIX (150 PCF) AND SHALL ATTAIN 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. ALL CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 500 POUNDS PER CUBIC YARD AND A MAXIMUM WATER/CEMENT RATIO OF 0.52 BY WEIGHT. AT THE CONTRACTOR'S OPTION, A MAXIMUM OF 20% FLY ASH OR SLAG CEMENT REPLACEMENT OF CEMENT MAY BE USED. FLY ASH SHALL CONFORM TO ASTM C-618, CLASS C. SLAG CEMENT SHALL CONFORM TO ASTM C-989, GRADE 120. A WATER REDUCING ADMIXTURE SHALL BE USED IN ALL CONCRETE MIXES. REINFORCING STEEL FOR THIS PROJECT SHALL ASTM A615, GRADE 60. B.ALL TESTING AND INSPECTION OF CONCRETE REQUIRED BY THIS CHAPTER SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY RETAINED BY THE OWNER EXCEPT THOSE HEREIN DELETED. BATCH PLANT INSPECTION WILL NOT BE REQUIRED. C.COARSE AGGREGATE SIZE SHALL BE ASTM C33, SIZE NO. 67 (3/4" TO NO. 4) FOR ALL CONCRETE. 1.4 ARCHITECT INSPECTION: A.DO NOT PLACE ANY CONCRETE UNTIL THE ENTIRE PREPARATION FOR PLACEMENT HAVE BEEN INSPECTED AND APPROVED BY A REPRESENTATIVE OF THE ARCHITECT. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF ANY PLANNED CONCRETE PLACEMENT TO ALLOW TIME FOR THE REQUIRED INSPECTIONS. CAST - IN - PLACE CONCRETE PAINTING AND COATING 1. SCOPE: FINISH ALL INTERIOR AND EXTERIOR SURFACES EXPOSED TO VIEW, UNLESS FULLY FACTORY-FINISHED AND UNLESS OTHERWISE INDICATED, INCLUDING THE FOLLOWING: A. EXPOSED SURFACES OF STEEL LINTELS AND LEDGE ANGLES. B. MECHANICAL AND ELECTRICAL: IN FINISHED AREAS, PAINT ALL INSULATED AND EXPOSED PIPES, CONDUIT, BOXES, INSULATED AND EXPOSED DUCTS, HANGERS, BRACKETS, COLLARS AND SUPPORTS, MECHANICAL EQUIPMENT, AND ELECTRICAL EQUIPMENT, UNLESS OTHERWISE INDICATED. 2. DO NOT PAINT OR FINISH THE FOLLOWING ITEMS: A. ITEMS FULLY FACTORY-FINISHED UNLESS SPECIFICALLY SO INDICATED; MATERIALS AND PRODUCTS HAVING FACTORY-APPLIED PRIMERS ARE NOT CONSIDERED FACTORY FINISHED. B. ITEMS INDICATED TO RECEIVE OTHER FINISHES. C. ITEMS INDICATED TO REMAIN UNFINISHED. D. FIRE RATING LABELS, EQUIPMENT SERIAL NUMBER AND CAPACITY LABELS, AND OPERATING PARTS OF EQUIPMENT. E. GLASS. F. CONCEALED PIPES, DUCTS, AND CONDUITS. 3. PROVIDE PRODUCT DATA ON ALL FINISHING PRODUCTS, INCLUDING VOC CONTENT. 4. MAINTENANCE MATERIALS: FURNISH THE FOLLOWING FOR OWNER'S USE IN MAINTENANCE OF PROJECT. A. EXTRA PAINT AND COATINGS: 1 GALLON (4 L) OF EACH COLOR; STORE WHERE DIRECTED. B. LABEL EACH CONTAINER WITH COLOR IN ADDITION TO THE MANUFACTURER'S LABEL. 5. DELIVER PRODUCTS TO SITE IN SEALED AND LABELED CONTAINERS; INSPECT TO VERIFY ACCEPTABILITY. 6. CONTAINER LABEL: INCLUDE MANUFACTURER'S NAME, TYPE OF PAINT, BRAND NAME, LOT NUMBER, BRAND CODE, COVERAGE, SURFACE PREPARATION, DRYING TIME, CLEANUP REQUIREMENTS, COLOR DESIGNATION, AND INSTRUCTIONS FOR MIXING AND REDUCING. 7. FOLLOW MANUFACTURER'S RECOMMENDED PROCEDURES FOR PRODUCING BEST RESULTS, INCLUDING TESTING OF SUBSTRATES, PREPARATION OF SURFACES, MOISTURE IN SUBSTRATES, AND HUMIDITY AND TEMPERATURE LIMITATIONS. 8. PROVIDE LIGHTING LEVEL OF 80 FT CANDLES (860 LX) MEASURED MID-HEIGHT AT SUBSTRATE SURFACE. 9. PROVIDE ALL PAINT AND COATING PRODUCTS USED IN ANY INDIVIDUAL SYSTEM FROM THE SAME MANUFACTURER; NO EXCEPTIONS. PROVIDE ALL PAINT AND COATING PRODUCTS FROM THE SAME MANUFACTURER TO THE GREATEST EXTENT POSSIBLE. 10. BASE MANUFACTURER: THE SHERWIN-WILLIAMS COMPANY. BENJAMIN MOORE & CO. OR APPROVED EQUAL. 11. PAINTS AND COATINGS: READY MIXED, UNLESS INTENDED TO BE A FIELD-CATALYZED COATING. A. PROVIDE PAINTS AND COATINGS OF A SOFT PASTE CONSISTENCY, CAPABLE OF BEING READILY AND UNIFORMLY DISPERSED TO A HOMOGENEOUS COATING, WITH GOOD FLOW AND BRUSHING PROPERTIES, AND CAPABLE OF DRYING OR CURING FREE OF STREAKS OR SAGS. B. SUPPLY EACH COATING MATERIAL IN QUANTITY REQUIRED TO COMPLETE ENTIRE PROJECT'S WORK FROM A SINGLE PRODUCTION RUN. 12. DO NOT REDUCE, THIN, OR DILUTE COATINGS OR ADD MATERIALS TO COATINGS UNLESS SUCH PROCEDURE IS SPECIFICALLY DESCRIBED IN MANUFACTURER'S PRODUCT INSTRUCTIONS. 13. PRIMERS: WHERE THE MANUFACTURER OFFERS OPTIONS ON PRIMERS FOR A PARTICULAR SUBSTRATE, USE PRIMER CATEGORIZED AS "BEST" BY THE MANUFACTURER. 14. VOLATILE ORGANIC COMPOUND (VOC) CONTENT: PROVIDE COATINGS THAT COMPLY WITH THE MOST STRINGENT REQUIREMENTS SPECIFIED. 40 CFR 59, SUBPART D--NATIONAL VOLATILE ORGANIC COMPOUND EMISSION STANDARDS FOR ARCHITECTURAL COATINGS. 15. COLORS: AS SELECTED BY ARCHITECT A. SELECTION TO BE MADE BY ARCHITECT AFTER AWARD OF CONTRACT. B. IN FINISHED AREAS, FINISH PIPES, DUCTS, CONDUIT, AND EQUIPMENT THE SAME COLOR AS THE WALL/CEILING THEY ARE MOUNTED ON/UNDER. 16. PAINT SYSTEMS A. PAINTED METAL a. 3 COATS: S-W PRO INDUSTRIAL URETHANE ALKYD ENAMEL (4 MILS WET, 1.8 MILS DRY PER COAT) 17. ACCESSORY MATERIALS: PROVIDE ALL PRIMERS, SEALERS, CLEANING AGENTS, CLEANING CLOTHS, SANDING MATERIALS, AND CLEAN-UP MATERIALS REQUIRED TO ACHIEVE THE FINISHES SPECIFIED WHETHER SPECIFICALLY INDICATED OR NOT; COMMERCIAL QUALITY. PATCHING MATERIAL: LATEX FILLER. FASTENER HEAD COVER MATERIAL: LATEX FILLER. 18. EXAMINE SURFACES SCHEDULED TO BE FINISHED PRIOR TO COMMENCEMENT OF WORK. REPORT ANY CONDITION THAT MAY POTENTIALLY AFFECT PROPER APPLICATION. 19. CLEAN SURFACES THOROUGHLY AND CORRECT DEFECTS PRIOR TO COATING APPLICATION. 20. REMOVE OR MASK SURFACE APPURTENANCES, INCLUDING ELECTRICAL PLATES, HARDWARE, LIGHT FIXTURE TRIM, ESCUTCHEONS, AND FITTINGS, PRIOR TO PREPARING SURFACES OR FINISHING. 21. REMOVE MILDEW FROM IMPERVIOUS SURFACES BY SCRUBBING WITH SOLUTION OF TETRA-SODIUM PHOSPHATE AND BLEACH. RINSE WITH CLEAN WATER AND ALLOW SURFACE TO DRY. 22. ALUMINUM SURFACES TO BE PAINTED: REMOVE SURFACE CONTAMINATION BY STEAM OR HIGH PRESSURE WATER. REMOVE OXIDATION WITH ACID ETCH AND SOLVENT WASHING. APPLY ETCHING PRIMER IMMEDIATELY FOLLOWING CLEANING. 23. GALVANIZED SURFACES TO BE PAINTED: REMOVE SURFACE CONTAMINATION AND OILS AND WASH WITH SOLVENT. APPLY COAT OF ETCHING PRIMER. 24. SHOP-PRIMED STEEL SURFACES TO BE FINISH PAINTED: SAND AND SCRAPE TO REMOVE LOOSE PRIMER AND RUST. FEATHER EDGES TO MAKE TOUCH-UP PATCHES INCONSPICUOUS. CLEAN SURFACES WITH SOLVENT. PRIME BARE STEEL SURFACES. RE-PRIME ENTIRE SHOP-PRIMED ITEM. 25. REMOVE UNFINISHED LOUVERS, GRILLES, COVERS, AND ACCESS PANELS ON MECHANICAL AND ELECTRICAL COMPONENTS AND PAINT SEPARATELY. 26. APPLY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 27. APPLY EACH COAT TO UNIFORM APPEARANCE. 28. DARK COLORS AND DEEP CLEAR COLORS: REGARDLESS OF NUMBER OF COATS SPECIFIED, APPLY AS MANY COATS AS NECESSARY FOR COMPLETE HIDE. 29. SAND WOOD AND METAL SURFACES LIGHTLY BETWEEN COATS TO ACHIEVE REQUIRED FINISH. 30. VACUUM CLEAN SURFACES OF LOOSE PARTICLES. USE TACK CLOTH TO REMOVE DUST AND PARTICLES JUST PRIOR TO APPLYING NEXT COAT. 31. REINSTALL ELECTRICAL COVER PLATES, HARDWARE, LIGHT FIXTURE TRIM, ESCUTCHEONS, AND FITTINGS REMOVED PRIOR TO FINISHING. 32. COLLECT WASTE MATERIAL THAT COULD CONSTITUTE A FIRE HAZARD, PLACE IN CLOSED METAL CONTAINERS, AND REMOVE DAILY FROM SITE. 33. PROTECT FINISHED COATINGS UNTIL COMPLETION OF PROJECT. 34. TOUCH-UP DAMAGED COATINGS AFTER SUBSTANTIAL COMPLETION. METAL ROOF PANELS 1. MANUFACTURER METAL ROOF PANEL EQUAL TO: A. METAL SALES MANUFACTURING CORPORATION IMAGE II B. SUBSTITUTIONS AS APPROVED BY ARCHITECT 2. MATERIALS AND FINISHES: A.PREFORMED ROOFING PANELS SHALL BE FABRICATED OF ALUMINUM-ZINC ALLOY- COATED STEEL SHEET, ASTM A 792, CLASS AZ50 OR AZ55 COATING DESIGNATION, STRUCTURAL QUALITY, GRADE 50, 0.0184-INCH MINIMUM THICKNESS. SELECT AZ50 FOR PAINTED MATERIAL OR AZ55 FOR UNPAINTED MATERIAL. B.FINISH SHALL BE GALVALUME. COLOR SELECTION BY ARCHITECT. C. IF STRIPPABLE COATING TO BE APPLIED ON THE PRE-FINISHED PANELS TO THE TOP SIDE TO PROTECT THE FINISH DURING FABRICATION, SHIPPING AND HANDLING, FILM SHALL BE REMOVED BEFORE INSTALLATION. D. TRIM: TRIM SHALL BE FABRICATED OF THE SAME MATERIAL AND FINISH TO MATCH THE ROOF PANELS, AND WILL BE PRESS BROKEN IN LENGTHS OF 10 TO 12 FEET. TRIM SHALL BE FORMED ONLY BY THE MANUFACTURER OF THEIR APPROVED DEALER. TRIM TO BE ERECTED IN OVERLAPPED CONDITION. USE LAP STRIPS ONLY AS INDICATED ON DRAWINGS. MITER CONDITIONS SHALL BE FACTORY WELDED MATERIAL TO MATCH THE SHEETING. E. CLOSURES: USE COMPOSITION OR METAL PROFILED CLOSURES AT THE TOP OF EACH ELEVATION TO CLOSE ENDS OF THE PANELS. METAL CLOSURES TO BE MADE IN THE SAME MATERIAL AND FINISH AS FACE SHEET. F. FASTENERS: FASTENERS SHALL BE OF TYPE, MATERIAL, SIZE, CORROSION RESISTANCE, HOLDING POWER AND OTHER PROPERTIES REQUIRED TO FASTEN MISCELLANEOUS FRAMING MEMBERS TO SUBSTRATES. G.SEALANTS a. PROVIDE TWO-PART POLYSULFIDE CLASS B NON-SAG TYPE FOR VERTICAL AND HORIZONTAL JOINTS OR b. ONE PART POLYSULFIDE NOT CONTAINING PITCH OR PHENOLIC EXTENDERS OR c. EXTERIOR GRADE SILICONE SEALANT RECOMMENDED BY ROOFING MANUFACTURER OR d. ONE PART NON-SAG, GUN GRADE EXTERIOR TYPE POLYURETHANE RECOMMENDED BY THE ROOFING MANUFACTURER. H.HANDLING AND STORAGE: HANDLE & STORE PRODUCT ACCORDING TO MANUFACTURER RECOMMENDATIONS. DELIVER MATERIALS IN ORIGINAL, UNOPENED, UNDAMAGED CONTAINERS WITH IDENTIFICATION LABELS INTACT. STORE MATERIALS ABOVE GROUND, UNDER WATERPROOF COVERING, PROTECTED FROM EXPOSURE TO HARMFUL WEATHER CONDITIONS AND AT TERMPERATURE AND HUMIDITY CONDITIONS RECOMMENDED BY MANUFACTUER. PROVIDE PROPER VENTILATION OF PANEL SYSTEM TO PREVENT CONDENSATION BUILD-UP BETWEEN EACH PANEL AND TRIM OR FLASHING COMPONENT. STORE METAL PANEL PRODUCTS IN MANUFACTURER'S UNOPENED PACKAGING UNTIL READY FOR INSTALLATION. EXERCISE CAUTION IN UNLOADING AND HANDLING METAL PANEL SYSTEM TO PREVENT BENDING, WARPING, TWISTING AND SURFACE DAMAGE. ROUGH CARPENTRY 1. GENERAL: COVER WOOD PRODUCTS TO PROTECT AGAINST MOISTURE. SUPPORT STACKED PRODUCTS TO PREVENT DEFORMATION AND TO ALLOW AIR CIRCULATION. 2. DIMENSION LUMBER FOR CONCEALED APPLICATIONS TO BE GRADING AGENCY: SOUTHERN PINE INSPECTION BUREAU, INC. (SPIB); SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S; MOISTURE CONTENT: S-DRY OR MC19. 3. MISCELLANEOUS FRAMING, BLOCKING, NAILERS, GROUNDS, AND FURRING TO BE S4S, NO. 2 OR STANDARD GRADE. BOARDS TO BE STANDARD OR NO. 3. 4. METAL AND FINISH FASTENERS AND ANCHORS: HOT-DIPPED GALVANIZED STEEL PER ASTM A 153/A 153M FOR HIGH HUMIDITY AND PRESERVATIVE-TREATED WOOD LOCATIONS, UNFINISHED STEEL ELSEWHERE. 5. SILL GASKET ON TOP OF FOUNDATION WALL: 1/4 INCH (6 MM) THICK, PLATE WIDTH, CLOSED CELL PLASTIC FOAM FROM CONTINUOUS ROLLS. 6. SET STRUCTURAL MEMBERS LEVEL, PLUMB, AND TRUE TO LINE. DISCARD PIECES WITH DEFECTS THAT WOULD LOWER REQUIRED STRENGTH OR RESULT IN UNACCEPTABLE APPEARANCE OF EXPOSED MEMBERS. 7. MAKE PROVISIONS FOR TEMPORARY CONSTRUCTION LOADS, AND PROVIDE TEMPORARY BRACING SUFFICIENT TO MAINTAIN STRUCTURE IN TRUE ALIGNMENT AND SAFE CONDITION UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. 8. PROVIDE FRAMING AND BLOCKING MEMBERS AS INDICATED OR AS REQUIRED TO SUPPORT FINISHES, FIXTURES, SPECIALTY ITEMS, AND TRIM. Reg. No. 6168 STATE OF LOU I S I A NA R E G I ST ERED A RCH I T E C T JO SHUA HOFFPAU IR L. Revision Date ANNOTATION SYMBOLS PARTITION TYPE CALLOUT RE: WALL TYPES INTERIOR ELEVATION SECTION ENLARGED DETAIL/SECTION CENTERLINE OF DIMENSION WINDOW RE: SCHEDULE DOOR TAG RE: SCHEDULE 5'-0" ADA TURNING RADIUS 1i 1 A101 SIM EXTERIOR ELEVATION 1 A101 4'-0" CEILING HEIGHT ABOVE FINISH FLOOR N NORTH ARROW Name Elevation LEVEL ANNOTATION 48" FINISH OR CLEAR DIMENSION 30" 4 8 " CLEAR FLOOR SPACE AA MATCHLINE A RESTROOM SPECIALTY EQUIPMENT TAG MILLWORK SECTION 1t 1/A101 Ref 1/A101 Ref 1 /A 1 0 1 R e f 1 /A 1 0 1 R e f 101 1HR 1' - 0"A.F.F. 1 REVISION TAG A101 1 FIRE EXTINGUISHER RE: SPECS 1 /A 1 0 1 EXISTING PARKING LOT EXISTING GREENHOUSES EXISTING DRIVE NEW PLANTER BOXES NEW CRUSHED GRANITE PATH, RE: CIVIL NEW PLANTING BEDS NEW PAVILION W/ METAL ROOF NEW PLANTING BEDS NEW ENTRY TRELLIS & WROUGHT IRON GATES NEW BRICK WALL SEAT NEW BRICK WALL SEAT NEW ADA PLANTER BOXES NEW PLANTING BEDS MULCH (ALT #1 - ENGINEERED WOOD FIBER) MULCH (ALT #1 - ENGINEERED WOOD FIBER) NEW CRUSHED GRANITE PATH, RE: CIVIL SINGLE SIDED SUPERSAVER LARGE HORIZONTAL MESSAGE CENTER W/ INGROUND POSTS, FINAL LOCATION TO BE COORDINATED W/ ARCHITECT DATE: SHEET NO: DRAWN: T H O M P S O N L U K E & A S S O C IA T E S , L .L .C . P H O N E 2 2 5 -2 9 3 -9 4 7 4 B A T O N R O U G E , L A 7 0 8 0 9 1 0 7 0 5 R IE G E R R O A D , S U IT E 1 0 1 CHECKED: TLA PROJECT NO: A1.1 S O U T H E R N U N IV E R S IT Y D E M O N S T R A T IO N F A R M B A T O N R O U G E , L O U IS IA N A 7 0 8 1 3 9 2 0 2 B .A . L IT T L E D R IV E AHD Checker 12/15/2023 23.031 1" = 20'-0"1 SITE PLAN N Reg. No. 6168 STATE OF LOU I S I A NA R E G I ST ERED A RCH I T E C T JO SHUA HOFFPAU IR L. Revision Date 2 A1.2 1' - 4" 12' - 0" 1' - 4" 12' - 0" 1' - 4" 28' - 0" 1 ' - 4 " 1 2 ' - 0 " 1 ' - 4 " 1 2 ' - 0 " 1 ' - 4 " 2 8 ' - 0 " 3500 PSI CONCRETE SLAB 30" DEEP GRADE BEAM 12X12 SOUTHERN PINE TREATED WOOD POST, STAINED CENTER GRADE BEAM CRUSHED GRAVEL, RE: CIVIL 3 A1.2 Sim 3 A1.2 Sim FINISH SLAB ELEVATION, RE: CIVIL 3500 PSI CONCRETE #5 REBAR @ 8" O.C. 3 0 " 5 " 16" COMPACTED FILL 12X12 SOUTHERN PINE TREATED WOOD POST, STAINED CB1212 SIMPSON STRONG TIE COLUMN BASE IN BLACK, INSTALL & BOLT TO POST PER MANUF. REQUIREMENTS 3500 PSI CONCRETE SLAB & GRADE BEAM (CHAMFER SLAB EDGE) COMPACTED FILL CRUSHED GRANITE, RE: CIVIL #5 REBAR @ 8" O.C. 5 " 3 0 " 16" 1 1/2" = 1'-0"2 DETAIL - PAVILION GRADE BEAM DATE: SHEET NO: DRAWN: T H O M P S O N L U K E & A S S O C IA T E S , L .L .C . P H O N E 2 2 5 -2 9 3 -9 4 7 4 B A T O N R O U G E , L A 7 0 8 0 9 1 0 7 0 5 R IE G E R R O A D , S U IT E 1 0 1 CHECKED: TLA PROJECT NO: A1.2 S O U T H E R N U N IV E R S IT Y D E M O N S T R A T IO N F A R M B A T O N R O U G E , L O U IS IA N A 7 0 8 1 3 9 2 0 2 B .A . L IT T L E D R IV E AHD Checker 12/15/2023 23.031 1/2" = 1'-0"1 SLAB PLAN 1 1/2" = 1'-0"3 DETAIL - CENTER GRADE BEAM Reg. No. 6168 STATE OF LOU I S I A NA R E G I ST ERED A RCH I T E C T JO SHUA HOFFPAU IR L. Revision Date 1 A3.1 2 A3.1 CRUSHED GRANITE PATH; CROSS SLOPE PER ADA REQUIREMENTS, RE: CIVIL CRUSHED GRANITE PATH; CROSS SLOPE PER ADA REQUIREMENTS, RE: CIVIL CRUSHED GRANITE PATH; CROSS SLOPE PER ADA REQUIREMENTS, RE: CIVIL RAISED ADA PLANTER BEDS 4 0 ' - 7 7 /8 " 2 1 ' - 9 7 /8 " 4 0 ' - 7 7 /8 " MULCH (ALT #1 - ENGINEERED WOOD FIBER) MULCH (ALT #1 - ENGINEERED WOOD FIBER) 1' - 0" 6' - 6" 13' - 0" 6' - 6" 1' - 0" 28' - 0" 1 ' - 0 " 6 ' - 6 " 1 3 ' - 0 " 6 ' - 6 " 1 ' - 0 " A5.1 4 A5.2 4 1 A6.1 RAISED PLANTING BEDS RAISED PLANTING BEDS NEW PLANTING BEDS NEW PLANTING BED BRICK WALL SEAT WITH STONE CAP BRICK WALL SEAT WITH STONE CAP NEW PLANTING BED NEW PLANTING BED NEW PLANTING BED NEW PLANTING BED NEW PLANTING BEDS NEW TREATED WOOD TRELLIS, STAINED NEW PLANTING BEDS 6 ' - 3 1 /2 " 4 ' - 2 1 /2 " 2 1 ' - 5 " 1 5 ' - 1 0 3 /8 " 2 8 ' - 0 " 1 5 ' - 1 0 3 /8 " 2 1 ' - 5 " 7 ' - 5 7 /8 " 6 ' - 3 1 /2 " 4 ' - 3 1 /8 " 12' - 0" 30' - 0" 10' - 0" 52' - 0" 87' - 7 1/4" 4 A6.1 NEW WROUGHT IRON GATE 1 A6.1 Sim A6.1 5 A1.2 1 2' - 11 5/8" 11' - 2 7/8" 15' - 7 7/8" 11' - 2 7/8" 11' - 8" 11' - 2 7/8" 8' - 6 5/8" 6' - 4 1/2" 6' - 11 7/8" 3 ' - 8 1 /2 " 1 8 ' - 4 1 /4 " 6 ' - 6 7 /8 " 1 8 ' - 4 1 /4 " 3 ' - 1 0 7 /8 " 4 ' - 4 5 /8 " 1 6 ' - 1 7 /8 " 8 ' - 0 " 1 6 ' - 1 7 /8 " 3 ' - 9 1 /2 " 3' - 3" DETAILS RE: PLANTER 9' - 5 3/8" DETAILS RE: PLANTER 8' - 11 7/8" DETAILS RE: PLANTER 8' - 4 1/4" DETAILS RE: PLANTER 11' - 1 1/2" 6' - 4 1/2" 8' - 7 7/8" DATE: SHEET NO: DRAWN: T H O M P S O N L U K E & A S S O C IA T E S , L .L .C . P H O N E 2 2 5 -2 9 3 -9 4 7 4 B A T O N R O U G E , L A 7 0 8 0 9 1 0 7 0 5 R IE G E R R O A D , S U IT E 1 0 1 CHECKED: TLA PROJECT NO: A1.3 S O U T H E R N U N IV E R S IT Y D E M O N S T R A T IO N F A R M B A T O N R O U G E , L O U IS IA N A 7 0 8 1 3 9 2 0 2 B .A . L IT T L E D R IV E AHD Checker 12/15/2023 23.031 N 1/8" = 1'-0"1 1ST FLOOR PLAN Reg. No. 6168 STATE OF LOU I S I A NA R E G I ST ERED A RCH I T E C T JO SHUA HOFFPAU IR L. Revision Date 6 6 6 6 METAL ROOF, RE: SPECS RIDGE CAP, BY METAL ROOF MANUFACTURER 30' - 0" 3 0 ' - 0 " 2 A6.1 Sim 2 A6.1 Sim BUILDING LINE 1' - 6" 1 ' - 6 " 11' - 11 3/8" 10' - 10" 10' - 10" 10' - 10" 10' - 10" 2 A6.1 Sim 12X12 SOUTHERN PINE TREATED WOOD POST, STAINED 5/8" DIA SUPPORT ROD, CLEVIS, FORK & TURNBUCKLE SYSTEM, PAINTED 12X14 SOUTHERN PINE TREATED WOOD BEAM, STAINED TREATED 2X8 RAFTER TAILS SCABBED ONTO 2X8 ROOF RAFTERS @ 16" O.C., STAINED 4" SOUTHERN PINE T&G BEADBOARD CEILING, PAINTED 1' - 6" 1 ' - 6 " LIGHTING FIXTURE, RE: ELECTRICAL CEILING FAN, RE: ELECTRICAL SECURITY CAMERA, RE: ELECTRICAL DATE: SHEET NO: DRAWN: T H O M P S O N L U K E & A S S O C IA T E S , L .L .C . P H O N E 2 2 5 -2 9 3 -9 4 7 4 B A T O N R O U G E , L A 7 0 8 0 9 1 0 7 0 5 R IE G E R R O A D , S U IT E 1 0 1 CHECKED: TLA PROJECT NO: A2.1 S O U T H E R N U N IV E R S IT Y D E M O N S T R A T IO N F A R M B A T O N R O U G E , L O U IS IA N A 7 0 8 1 3 9 2 0 2 B .A . L IT T L E D R IV E AHD Checker 12/15/2023 23.031 3/8" = 1'-0"2 ROOF PLAN - PAVILION N 3/8" = 1'-0"1 REFLECTED CEILING PLAN - PAVILION N Reg. No. 6168 STATE OF LOU I S I A NA R E G I ST ERED A RCH I T E C T JO SHUA HOFFPAU IR L. Revision Date ROOF PLATE 12' - 0" METAL ROOF, RE: SPECS 2X8 TREATED RAFTERS @ 16" O.C., STAINED 5/8" DIA SUPPORT ROD, CLEFIS, FORK & TURNBUCKLE SYSTEM, PAINTED 4X6 SOUTHERN PINE TREATED BRACING, STAINED; ATTACH WITH CONCEALED-FLANGE SIMPSON STRONG TIE JOIST HANGER, PAINTED 12X12 SOUTHERN PINE TREATED WOOD COLUMNS, STAINED 12X14 SOUTHERN PINE TREATED WOOD BEAM, STAINED 1 A4.1 METAL RIDGE CAP, BY METAL ROOF MANUF. COLUMN BASE, PAINTED; BOLT TO POST PER MANUF. REQUIREMENTS ROOF PLATE 12' - 0" METAL ROOF, RE: SPECS 2X8 TREATED RAFTERS @ 16" O.C., STAINED 5/8" DIA SUPPORT ROD, CLEVIS, FORK & TURNBUCKLE SYSTEM, PAINTED 4X6 SOUTHERN PINE TREATED BRACING, STAINED; ATTACHED WITH SIMPSON STRONG-TIE CONCEALED FLANGE JOIST HANGER, BLACK 12"x12" SOUTHERN PINE TREATED WOOD COLUMNS, STAINED 12X14 SOUTHERN PINE TREATED WOOD BEAM, STAINED 2 A4.1 BLACK POWDER COATED POST BASE, BOLT TO POST PER MANUF. REQUIREMENTS METAL RIDGE CAP, BY METAL ROOF MANUF. DATE: SHEET NO: DRAWN: T H O M P S O N L U K E & A S S O C IA T E S , L .L .C . P H O N E 2 2 5 -2 9 3 -9 4 7 4 B A T O N R O U G E , L A 7 0 8 0 9 1 0 7 0 5 R IE G E R R O A D , S U IT E 1 0 1 CHECKED: TLA PROJECT NO: A3.1 S O U T H E R N U N IV E R S IT Y D E M O N S T R A T IO N F A R M B A T O N R O U G E , L O U IS IA N A 7 0 8 1 3 9 2 0 2 B .A . L IT T L E D R IV E AHD Checker 12/15/2023 23.031 1/2" = 1'-0"1 PAVILION EAST ELEVATION 1/2" = 1'-0"2 PAVILION NORTH ELEVATION Reg. No. 6168 STATE OF LOU I S I A NA R E G I ST ERED A RCH I T E C T JO SHUA HOFFPAU IR L. Revision Date ROOF PLATE 12' - 0" COLUMN 10' - 10" 1 A4.1 A1.2 2 12X12 TREATED SOUTHERN PINE WOOD POST, STAINED 5/8" DIA. SUPPORT ROD, CLEVIS, FORK & TURNBUCKLE SYSTEM, PAINTED 4X6 TREATED SOUTHERN PINE BRACING, STAINED; ATTACH WITH CONCEALED FLANGE SIMPSON STRONG TIE JOIST HANGER, BLACK 2X8 SOUTHERN PINE RAFTERS @ 16" O.C. METAL ROOF, RE: SPECS 12X14 TREATED WOOD BEAM, STAINED A1.2 3 A6.1 2 5 1/2"x12" GLULAM 4" SOUTHERN PINE T&G BEADBOARD CEILING ON 2X8 JOISTS @ 16" O.C., PAINTED SELF ADHERING ICE & WATER SHIELD 3/4" PLYWOOD DECK 3500 PSI CONCRETE SLAB & GRADE BEAMS COMPACTED FILL CRUSHED GRANITE, RE: CIVIL A6.1 6 2X8 SOUTHERN PINE TREATED RAFTER TAILS, STAINED ROOF PLATE 12' - 0" COLUMN 10' - 10" 2 A4.1 A1.2 3 A1.2 2 A6.1 2 2X12 TREATED SOUTHERN PINE WOOD POST, STAINED 5/8" DIA. SUPPORT ROD, CLEVIS, FORK & TURNBUCKLE SYSTEM, PAINTED 4X6 TREATED SOUTHERN PINE BRACING, STAINED; ATTACH WITH CONCEALED FLANGE SIMPSON STRONG TIE JOIST HANGER, BLACK 2X8 SOUTHERN PINE RAFTERS @ 16" O.C. METAL ROOF, RE: SPECS 12X14 TREATED WOOD BEAM, STAINED 5 1/2"x12" GLULAM 4" SOUTHERN PINE T&G BEADBOARD CEILING ON 2X8 JOISTS @ 16" O.C., PAINTED SELF ADHERING ICE AND WATER SHIELD 3/4" PLYWOOD DECK A6.1 3 3500 PSI CONCRETE SLAB & GRADE BEAMS CRUSHED GRANITE, RE: CIVIL COMPACTED FILL 2X8 SOUTHERN PINE TREATED RAFTER TAILS, STAINED DATE: SHEET NO: DRAWN: T H O M P S O N L U K E & A S S O C IA T E S , L .L .C . P H O N E 2 2 5 -2 9 3 -9 4 7 4 B A T O N R O U G E , L A 7 0 8 0 9 1 0 7 0 5 R IE G E R R O A D , S U IT E 1 0 1 CHECKED: TLA PROJECT NO: A4.1 S O U T H E R N U N IV E R S IT Y D E M O N S T R A T IO N F A R M B A T O N R O U G E , L O U IS IA N A 7 0 8 1 3 9 2 0 2 B .A . L IT T L E D R IV E AHD Checker 12/15/2023 23.031 1/2" = 1'-0"2 BUILDING SECTION - NORTH/SOUTH 1/2" = 1'-0"1 BUILDING SECTION - EAST/WEST Reg. No. 6168 STATE OF LOU I S I A NA R E G I ST ERED A RCH I T E C T JO SHUA HOFFPAU IR L. Revision Date 1 ' - 4 5 /8 " 1 3 /8 " 3 1/2" 17' - 9" 3 1/2" 18' - 4 1/4" 1 ' - 6 " 18' - 4" 2" X 6" WOOD TRIM 3/8" X 4" WOOD TRIM 2" X 6" WOOD BOARD SIDING 1 3 /8 " 1 ' - 4 5 /8 " 1 ' - 6 " 3 1/2" 3' - 9" 3 1/2" 4' - 4" 4' - 4 1/4" 2X6 WOOD TRIM 3/8" X 4" WOOD TRIM 2X6 WOOD BOARD SIDING 4 ' - 4 " 18' - 4" 3 /8 " 1 1 /2 " 4 ' - 0 1 /4 " 1 1 /2 " 3 /8 " 3/8" 1 1/2" 18' - 0 1/4" 1 1/2" 3/8" 3' - 3"3 1/2"3' - 3"3 1/2"3' - 3"3 1/2"3' - 3"3 1/2"3' - 3" 3 ' - 5 1 /4 " 3 A5.1 GARDEN FILL BY OWNER 2X6 WOOD BOARD 4X4 WOOD POSTS 2X6 WOOD BOARD SIDING 3/8" X 4" WOOD TRIM 3/8" 1 1/2" 4' - 0 1/4" 1 1/2" 3/8" 6 " 5 3 /8 " 1 ' - 6 " 5 1/2" 3' - 5 1/4" 5 1/2" 4' - 4 1/4" 4' - 4" 2X6 WOOD TRIM 2X6 WOOD BOARD 4X4 TREATED WOOD POSTS 2X6 WOOD BOARD SIDING LANDSCAPE FABRIC GARDEN FILL BY OWNER DATE: SHEET NO: DRAWN: T H O M P S O N L U K E & A S S O C IA T E S , L .L .C . P H O N E 2 2 5 -2 9 3 -9 4 7 4 B A T O N R O U G E , L A 7 0 8 0 9 1 0 7 0 5 R IE G E R R O A D , S U IT E 1 0 1 CHECKED: TLA PROJECT NO: A5.1 S O U T H E R N U N IV E R S IT Y D E M O N S T R A T IO N F A R M B A T O N R O U G E , L O U IS IA N A 7 0 8 1 3 9 2 0 2 B .A . L IT T L E D R IV E AHD Checker 12/15/2023 23.031 3/4" = 1'-0"5 RAISED PLANTER FRONT 3/4" = 1'-0"2 RAISED PLANTER SIDE 3/4" = 1'-0"4 RAISED PLANTER PLAN 1 RAISED PLANTER 3D 3/4" = 1'-0"3 RAISED PLANTER SECTION *ALL WOOD MEMEBERS IN PLANTER BOX CONSTRUCTION TO BE TREATED & PAINTED. Reg. No. 6168 STATE OF LOU I S I A NA R E G I ST ERED A RCH I T E C T JO SHUA HOFFPAU IR L. Revision Date 2 ' - 1 0 " 1 3 /8 " 2 ' - 8 5 /8 " 3 1/2" 4' - 2 3/8" 3 1/2" 3 1/8" 6' - 8 3/4" 3 1/8" 3 1/2" 4' - 2 3/8" 3 1/2" 4' - 9 1/2" 7' - 3 1/8" 4' - 9 1/2" 16' - 10" 1X6 WOOD TRIM 2X6 WOOD BOARDS 3/8" X 4" WOOD TRIM 1 3 /8 " 2 ' - 8 5 /8 " 2 ' - 1 0 " 3 1/2" 16' - 3" 3 1/2" 16' - 10" 1X6 WOOD TRIM 2X6 WOOD BOARDS 3/8" X 4" WOOD TRIM 2 ' - 8 5 /8 " 1 3 /8 " 2 ' - 1 0 " 3 1/2" 10' - 3" 3 1/2" 10' - 10" 1X6 WOOD TRIM 2X6 WOOD BOARDS 3/8" X 4" WOOD TRIM 6 ' - 0 5 /8 " 2 A5.2 3 /8 " 4 ' - 7 1 /8 " 6 ' - 2 1 /8 " 3 /8 " 1 0 ' - 1 0 " 1 1/2"4' - 5 5/8"1 1/2"7' - 3 7/8"1 1/2"4' - 5 5/8"1 1/2" 3/8"4' - 8 5/8"3/8"7' - 3 1/8"3/8"4' - 8 5/8"3/8" 16' - 10" 6 ' - 0 5 /8 " 2" X 6" WOOD BOARD SIDING GARDEN FILL BY OWNER 4" X 4" WOOD POST 3/8" X 4" WOOD TRIM 3 ' - 1 3 /8 " 3 1 /2 " 3 ' - 1 3 /8 " 3 1 /2 " 3 ' - 1 3 /8 " 2" X 6" WOOD BOARD 3' - 9 1/8" 3 1/2" 3' - 9 1/8" 3 1/2" 3' - 9 1/8" 3 1/2" 3' - 9 1/8" 3 1 /2 " 2 ' - 7 " 3 1 /2 " 2 ' - 7 " 3 1/2" 3' - 4 1/4" 3 1/2" 3' - 4 1/4" 3 1/2" 2 ' - 1 0 " 5 7 /8 " 7 " 3/8" 1 1/2" 4' - 5 7/8" 1 1/2" 3/8" 6' - 0 3/8" 10' - 10" 3/8" X 4" WOOD TRIM 2X6 WOOD BOARD SIDING 4X4 TREATED WOOD POSTS LANDSCAPE FABRIC GARDEN FILL BY OWNER 1X6 WOOD TRIM 5 1/2"5 1/2" DATE: SHEET NO: DRAWN: T H O M P S O N L U K E & A S S O C IA T E S , L .L .C . P H O N E 2 2 5 -2 9 3 -9 4 7 4 B A T O N R O U G E , L A 7 0 8 0 9 1 0 7 0 5 R IE G E R R O A D , S U IT E 1 0 1 CHECKED: TLA PROJECT NO: A5.2 S O U T H E R N U N IV E R S IT Y D E M O N S T R A T IO N F A R M B A T O N R O U G E , L O U IS IA N A 7 0 8 1 3 9 2 0 2 B .A . L IT T L E D R IV E AHD Checker 12/15/2023 23.031 3/4" = 1'-0"6 ADA RAISED PLANTER REAR 3/4" = 1'-0"5 ADA RAISED PLANTER FRONT 3/4" = 1'-0"3 ADA RAISED PLANTER SIDE 3/4" = 1'-0"4 ADA RAISED PLANTER PLAN 3/4" = 1'-0"2 ADA RAISED PLANTER SECTION 1 ADA RAISED PLANTER 3D *ALL WOOD MEMEBERS IN PLANTER BOX CONSTRUCTION TO BE TREATED & PAINTED. Reg. No. 6168 STATE OF LOU I S I A NA R E G I ST ERED A RCH I T E C T JO SHUA HOFFPAU IR L. Revision Date 1' - 8" 4 " 2 ' - 2 " 1 ' - 0 " 1' - 4" #5 BAR TURNED UP INTO GROUT GROUT FILL BRICK VENEER STONE SEAT WALL CAP 3500 PSI CONCRETE GRADE BEAM FILL 2 ' - 6 " #5 BAR @ 8" O.C. 15' - 0" 5 ' - 0 " 1 ' - 1 1 " TREATED 2X8 @ 12" O.C., STAINED TREATED 6X6 WOOD POST, STAINED 6X6 STEEL POST, MATTE BLACK DOUBLE WROUGHT IRON GATE, FINAL DESIGN TO BE COORDINATED WITH ARCHITECT BRICK WALL SEAT W/ STONE CAP 6 ' - 1 1 " CRUSHED GRANITE PATH, RE: CIVIL COMPACTED FILL R 7 ' - 7 1 /2 " GATE HINGES PER GATE MANUF. TREATED 2X10 SUPPORTS ON EITHER SIDE OF POSTS, STAINED 20' - 0" 1 0 ' - 5 3 /8 " 1' - 8 3/4" 16' - 6 5/8" 1' - 8 3/4" 3500 PSI CONCRETE POST FOOTING 20' - 0" 2 " (E Q U A L S P A C IN G ) 5 ' - 0 " 2 " 6X6 TREATED WOOD POST, STAINED TREATED 2X10 SUPPORTS ON EITHER SIDE OF WOOD POSTS, STAINED 1' - 5"7 1/2"15' - 11 1/8"7 1/2"1' - 5" 2X8 TREATED CROSS MEMBERS, STAINED 5 ' - 4 " ROOF PLATE 12' - 0" COLUMN 10' - 10"1 1 /8 " 3 1 /2 " 2 1 /2 " 1' - 6" R 0 ' - 3 1 /2 " METAL ROOF, RE: SPECS SELF ADHERING ICE & WATER SHIELD 3/4" CDX PLYWOOD DECK 12X12 TREATED SOUTHERN PINE WOOD POST, STAINED 2X8 RAFTER FRAMING @ 16" O.C. 12X14 TREATED SOUTHERN PINE WOOD BEAM, STAINED TREATED 2X8 RAFTER TAIL, SCAB ON TO ROOF FRAMING, COORDINATE TAIL PROFILE WITH ARCHITECT; STAINED CEMENTITIOUS CLOSER PANEL 2X8 CEILING JOISTS @ 16" O.C. 3 1/2" 1 1/8" 2X RIM JOIST TURNBUCKLE SYSTEM, RE: DETAILS 4" SOUTHERN PINE T&G BEADBOARD CEILING, PAINTED 1" COVE MOLD, PAINT TO MATCH CEILING GALV. HURRICANE GUSSET ANGLE @ RAFTERS ROOF PLATE 12' - 0" 5 1/2"x12" GLULAM 2X8 RAFTERS @ 16" O.C. 2X8 CEILING JOISTS @ 16" O.C. GALV. SIMPSON JOIST HANGERS 4" SOUTHERN PINE T&G BEADBOARD CEILING, PAINTED 7 A6.1 12x12 TREATED SOUTHERN PINE WOOD COLUMN, STAINED SIMPSON STRONG-TIE CONCEALED FLANGE JOIST HANGER, BLACK 4X6 TREATED SOUTHERN PINE WOOD BRACING, STAINED 3"X6"X3/16" BENT PLATE WITH 5/16" CONNECTIONS, PAINT TO MATCH JOIST HANGERS ALUM. ANCHOR TAB, SHOP ATTACHED TO ANGLE CLEVIS #2 BODY SIZE W/ 1 1/16" PIN 5/8" DIA SUPPORT ROD WITH FORK & TURNBUCKLE SYSTEM 12x12 TREATED SOUTHERN PINE WOOD COLUMN, STAINED 4X6 TREATED SOUTHERN PINE WOOD BRACING, STAINED 3"X6"X3/16" BENT PLATE WITH 5/16" CONNECTIONS, PAINT TO MATCH JOIST HANGERS ALUM. ANCHOR TAB, SHOP ATTACHED TO ANGLE CLEVIS #2 BODY SIZE W/ 1 1/16" PIN 5/8" DIA SUPPORT ROD WITH FORK & TURNBUCKLE SYSTEM DATE: SHEET NO: DRAWN: T H O M P S O N L U K E & A S S O C IA T E S , L .L .C . P H O N E 2 2 5 -2 9 3 -9 4 7 4 B A T O N R O U G E , L A 7 0 8 0 9 1 0 7 0 5 R IE G E R R O A D , S U IT E 1 0 1 CHECKED: TLA PROJECT NO: A6.1 S O U T H E R N U N IV E R S IT Y D E M O N S T R A T IO N F A R M B A T O N R O U G E , L O U IS IA N A 7 0 8 1 3 9 2 0 2 B .A . L IT T L E D R IV E AHD Checker 12/15/2023 23.031 1 1/2" = 1'-0"1 DETAIL - BRICK WALL SEAT 1/2" = 1'-0"4 DETAIL - WROUGHT IRON GATE 1/2" = 1'-0"5 PLAN DETAIL - ENTRY TRELLIS 1 1/2" = 1'-0"2 DETAIL - ROOF SOFFIT 1 1/2" = 1'-0"3 DETAIL - CEILING FRAMING @ GLULAM 1 1/2" = 1'-0"6 DETAIL - TURNBUCKLE 1 1/2" = 1'-0"7 PLAN DETAIL - TURNBUCKLE Reg. No. 6168 STATE OF LOU I S I A NA R E G I ST ERED A RCH I T E C T JO SHUA HOFFPAU IR L. Revision Date A-3 TOP:61.48 INV.:55.47 13 4' o f 1 8" S D P @ 0 .2 0% A-4 TOP:61.78 INV.:55.69 113' of 18" SDP @ 0.20% A-5 TOP:61.90 INV.:55.92 113' of 18" SDP @ 0.20% 101' of 15" SDP @ 0.20% A-7 TOP:62.81 INV.:56.37 125' of 15" SDP @ 0.20% 98' of 15" SDP @ 0.20% A-9 TOP:63.48 INV.:56.78 109' of 15" SDP @ 0.20% A-10 TOP:64.28 INV.:56.97 94 ' o f 1 5" S D P @ 0 .2 0% A-2 TOP:59.70 INV.:55.20 44' of 36" SDP @ 0.20% A-6 TOP:61.95 INV.:56.12 9+86.370+ 00 .0 0 1+00.00 2+00.00 3+ 00 .0 0 4+ 00 .0 0 5+ 00 .0 0 6+ 00 .0 0 7+ 00 .0 0 8+ 00 .0 0 9+00.00 A-8 TOP:63.32 INV.:56.57 A-1 TOP:59.00 INV.:55.11 55' of 36" SDP @ 0.20% 62.02 62.83 62.65 62.86 62.74 62.88 62.19 62.96 63.00 62.4762.74 62.6162.62 63.43 63.46 62.67 63.12 63.50 63.25 63.17 63.20 B-1 TOP:63.43 INV.:61.42 88' of 12" SDP @ 0.10% TH O M PS O N L UK E & A SS O C IA TE S, L .L .C . PH O N E 22 5- 29 3- 94 74 BA TO N R O UG E, L A 7 08 09 10 70 5 RI EG ER R O A D , S UI TE 1 01 SO UT HE RN U N IV ER SI TY D EM O N ST RA TIO N F A RM BA TO N R O UG E, L O UI SI A N A 70 81 3 92 02 B .A . L ITT LE D RI V E C1.0 DRAINAGE & GRADING PLAN GENERAL NOTES: 1. NEAREST 100 YEAR FLOOD ELEV.: 48.0' 2. DESIGN WATER SURFACE: SYSTEM A: 58.0' 3. BASE FLOOD AND RECORD INUNDATION ELEVATIONS ARE SUBJECT TO CHANGE AND THE CURRENT BASE FLOOD ELEVATION SHOULD BE VERIFIED WITH THE SUBDIVISION OFFICE OF THE DEPARTMENT OF DEVELOPMENT. 4. ALL STORM DRAINAGE PIPES (SDP) ARE TO BE CLASS III REINFORCED CONCRETE PIPE, CORRUGATED HIGH DENSITY POLYETHYLENE WITH SMOOTH INTERIOR WALLS OR CORRUGATED PVC WITH SMOOTH INTERIOR WALLS AND SHALL CONFORM TO THE EAST BATON ROUGE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION SECTION 701. 5. ALL STORM DRAIN STRUCTURES SHALL CONFORM TO THE EAST BATON ROUGE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 702. PROPOSED ELEVATION PROPOSED CONTOUR SWALE DITCH LIMITS OF DRAINAGE AREA STRUCTURE DESIGNATION 28 .50 A-2 30 DIRECTION OF RUNOFF CPS 702-20 GRATE INLET LEGEND N 0 30 60 EXISTING GREENHOUSE EXISTING GREENHOUSE EXISTING GREENHOUSE EXISTING GREENHOUSE EXISTING GREENHOUSE EXISTING GREENHOUSE EXISTING CONCRETE PARKING/DRIVE EXISTING CONCRETE PARKING/DRIVE EXISTING CONCRETE PARKING/DRIVE EXISTING CONCRETE PARKING/DRIVE EX IS TI N G C O N C R ET E PA R KI N G /D R IV E EXISTING CONCRETE PARKING/DRIVE EXISTING MULTI-STORY BRICK BUILDING EXISTING CONCRETE PARKING/DRIVE EXISTING TRANSFORMER PAD EXIST. 12" M ETAL INV. 62.04 INV. 62.61 EXISTING DEMONSTRATION GARDEN EXISTING DEMONSTRATION GARDEN REMOVE 41 L.F. 36" PLASTIC PIPE REMOVE 39 L.F. 12" PLASTIC PIPE REMOVE 39 L.F. 12" PLASTIC PIPE AREA = 3.39 AC. Q25 = 14.17 CFS AREA = 1.09ACRE Q25 = 4.55 CFS AREA = 0.18 AC Q25 = 0.75 CFS AREA = 0.21 AC Q25 = 0.88 CFS AREA = 0.22 ACRE Q25 = 0.92 CFS AREA = 0.16 ACRE Q25 = 0.67 CFS AREA = 0.25 ACRE Q25 = 1.05 CFS AREA = 0.11 ACRE Q25 = 0.46 CFS AREA = 0.13 ACRE Q25 = 0.54 CFS AREA = 0.28 ACRE Q25 = 1.17 CFS OUTFALL A INV. = 55.00 GRADING NOTE: THE CONTRACTOR SHALL GRADE THE SITE IN ACCORDANCE WITH THIS DRAINAGE PLAN. EXCESS EXCAVATED MATERIAL FROM THE STORM DRAINAGE INSTALLATION SHALL BE USED TO CREATE THE DRAINAGE BOUNDARIES BETWEEN THE INLETS. AREA = 0.70 ACRE Q25 = 2.92 CFS NEW PAVILION F.F. ELEV. = 63.50 INV. = 61.33 TH O M PS O N L UK E & A SS O C IA TE S, L .L .C . PH O N E 22 5- 29 3- 94 74 BA TO N R O UG E, L A 7 08 09 10 70 5 RI EG ER R O A D , S UI TE 1 01 SO UT HE RN U N IV ER SI TY D EM O N ST RA TIO N F A RM BA TO N R O UG E, L O UI SI A N A 70 81 3 92 02 B .A . L ITT LE D RI V E C1.1 (65% GRAVEL, 35% SAND, ±5%) OR SELECT MATERIAL) COMPACTED TO 95% BACKFILL MATERIAL (QUALITY EXCAVATION TO SURROUNDING UNDISTURBED SOIL. COMPACT TO A DENSITY AT LEAST EQUAL IF OUTSIDE LIMITS OF PAVED SURFACE IF UNDER PAVEMENT COMPACT TO 95% BACKFILL MATERIAL (QUALITY EXCAVATION STANDARD PROCTOR DENSITY. STANDARD PROCTOR DENSITY. GRANULAR BEDDING MATERIAL (65% GRAVEL, 35% SAND, ±5%) COMPACT TO 95% STANDARD BACKFILL MATERIAL (QUALITY EXCAVATION IF UNDER PAVEMENT COMPACT TO 95% IF OUTSIDE LIMITS OF PAVED SURFACE COMPACT TO A DENSITY AT LEAST EQUAL TO SURROUNDING UNDISTURBED SOIL. BACKFILL MATERIAL (QUALITY EXCAVATION OR SELECT MATERIAL) COMPACTED TO 95% O.D . (MIN. 4") 1/4 OF O.D. (MIN. 4") OF PIPE SPRING LINE MIN. 2' 1/4 OF O.D. (MIN. 4") O.D.+18" O.D . PROCTOR DENSITY. OR SELECT MATERIAL). PROCTOR DENSITY. COMPACT TO 95% STANDARD GRANULAR BEDDING MATERIAL STANDARD PROCTOR DENSITY. 1/4 OF O.D. OR SELECT MATERIAL). STANDARD PROCTOR DENSITY. AA 6" VA R IE S 6" PLAN SECTION 6" 4'-0" 6" AA VARIES 8" 8" VA R IE S ON CENTER #5 @ 12" E.W. CONSTRUCTION JOINT OPTIONAL CONST. ON CENTER #5 @ 12" E.W. CAST IRON MANHOLE FRAME AND COVER #5 @ 12" E.W. ON CENTER 2-#5 (TYP) USE 30"X30" HEAVY DUTY GRATE FOR GRATE INLET EAST JORAN IRON WORK V-5160 6" M IN . 6" M IN . GRATE INLET DETAILS RIGID PIPE BEDDING DETAIL FLEXIBLE PIPE BEDDING DETAIL A-3 TOP:61.48 INV.:55.47 13 4' o f 1 8" S D P @ 0 .2 0% A-4 TOP:61.78 INV.:55.69 113' of 18" SDP @ 0.20% A-5 TOP:61.90 INV.:55.92 113' of 18" SDP @ 0.20% 101' of 15" SDP @ 0.20% A-7 TOP:62.81 INV.:56.37 125' of 15" SDP @ 0.20% 98' of 15" SDP @ 0.20% A-9 TOP:63.48 INV.:56.78 109' of 15" SDP @ 0.20% A-10 TOP:64.28 INV.:56.97 94 ' o f 1 5" S D P @ 0 .2 0% A-2 TOP:59.70 INV.:55.20 44' of 36" SDP @ 0.20% A-6 TOP:61.95 INV.:56.12 9+86.370+ 00 .0 0 1+00.00 2+00.00 3+ 00 .0 0 4+ 00 .0 0 5+ 00 .0 0 6+ 00 .0 0 7+ 00 .0 0 8+ 00 .0 0 9+00.00 A-8 TOP:63.32 INV.:56.57 A-1 TOP:59.00 INV.:55.11 55' of 36" SDP @ 0.20% B-1 TOP:63.43 INV.:61.42 88' of 12" SDP @ 0.10% TH O M PS O N L UK E & A SS O C IA TE S, L .L .C . PH O N E 22 5- 29 3- 94 74 BA TO N R O UG E, L A 7 08 09 10 70 5 RI EG ER R O A D , S UI TE 1 01 SO UT HE RN U N IV ER SI TY D EM O N ST RA TIO N F A RM BA TO N R O UG E, L O UI SI A N A 70 81 3 92 02 B .A . L ITT LE D RI V E C1.0EROSION CONTROL PLAN N 0 30 60 EXISTING GREENHOUSE EXISTING GREENHOUSE EXISTING GREENHOUSE EXISTING GREENHOUSE EXISTING GREENHOUSE EXISTING GREENHOUSE EXISTING CONCRETE PARKING/DRIVE EXISTING CONCRETE PARKING/DRIVE EXISTING CONCRETE PARKING/DRIVE EXISTING CONCRETE PARKING/DRIVE EX IS TI N G C O N C R ET E PA R KI N G /D R IV E EXISTING CONCRETE PARKING/DRIVE EXISTING MULTI-STORY BRICK BUILDING EXISTING CONCRETE PARKING/DRIVE EXISTING TRANSFORMER PAD EXIST. 12" M ETAL INV. 62.04 INV. 62.61 EXISTING DEMONSTRATION GARDEN EXISTING DEMONSTRATION GARDEN X SF LEGEND: X TEMPORARY SEDIMENT BARRIERS RE: 1C3.1 OR 2C3.1 SILT FENCE RE: 2C3.1 NOTES: 1. EROSION CONTROL MEASURES SHALL BE INSTALLED PROMPTLY DURING ALL CONSTRUCTION PHASES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR FILING THE LPDES "NOTICE OF INTENT" AND "NOTICE OF COMPLETION" WITH THE ENVIRONMENTAL PROTECTION AGENCY AND SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS. 3. SILT FENCING SHALL BE CONSTRUCTED WHERE NECESSARY TO PREVENT SURFACE RUNOFF ONTO THE ADJACENT UNDISTURBED LAND. 4. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE. THE CONTRACTOR SHALL TAKE THE NECESSARY BEST MANAGEMENT PRACTICES TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 6. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL HAS BEEN RECEIVED FROM ALL GOVERNING AUTHORITIES. 7. SHOULD INSTALLATION OF STORM DRAIN PIPE BE INTERRUPTED DUE TO WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE PROTECTED WITH FILTER FABRIC TO PREVENT SEDIMENT EROSION SHOULD IT RAIN. SEEDING NOTES: 1. TEMPORARY SEEDING SHALL BE REQUIRED OF ALL AREAS FOR WHICH SOIL DISTURBING ACTIVITIES HAVE TEMPORARILY CEASED FOR A PERIOD OF MORE THAN 14 DAYS. 2. PERMANENT SEEDING AND SODING SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS. A FIRM STAND OF GRASS WILL BE REQUIRED BEFORE ACCEPTANCE OF THE PROJECT. X X TEMPORARY SEDIMENT BARRIER RE: 1C2.1 X X TEMPORARY SEDIMENT BARRIER RE: 1C2.1 X X TEMPORARY SEDIMENT BARRIER RE: 1C2.1 X X TEMPORARY SEDIMENT BARRIER RE: 1C2.1 X X TEMPORARY SEDIMENT BARRIER RE: 1C2.1 X X TEMPORARY SEDIMENT BARRIER RE: 1C2.1 X X TEMPORARY SEDIMENT BARRIER RE: 1C2.1 X X TEMPORARY SEDIMENT BARRIER RE: 1C2.1 X X TEMPORARY SEDIMENT BARRIER RE: 1C2.1 X X TEMPORARY SEDIMENT BARRIER RE: 1C2.1 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SILT FENCE RE: 2C2.1 SILT FENCE RE: 2C2.1 SILT FENCE RE: 2C2.1 SILT FENCE RE: 2C2.1 SILT FENCE RE: 2C2.1 15' x 20' x 1' RIP RAP PROTECTION (30 LB. STONE) X X TEMPORARY SEDIMENT BARRIER RE: 1C2.1 TH O M PS O N L UK E & A SS O C IA TE S, L .L .C . PH O N E 22 5- 29 3- 94 74 BA TO N R O UG E, L A 7 08 09 10 70 5 RI EG ER R O A D , S UI TE 1 01 SO UT HE RN U N IV ER SI TY D EM O N ST RA TIO N F A RM BA TO N R O UG E, L O UI SI A N A 70 81 3 92 02 B .A . L ITT LE D RI V E C2.1 TEMPORARY SEDIMENT BARRIERS SILT FENCE ELEVATION STANDARD WOVEN LIVESTOCK WIRE SILT FENCE 10' APPROXIMATE C3 2' SECTION 5' (M IN ) 3' BURY TRAILING EDGE FILTER MATERIAL IN TRENCH A GROUND LINE BACKFILL C 3A POST SILT FENCE FILL SLOPE SECURE TOP EDGE OF SILT FENCE TO TOP OF LIVESTOCK WIRE POST (@10' O.C. APPROX.) STANDARD WOVEN LIVESTOCK WIRE X X XX X X X X XXXXXXXXX X X X TH O M PS O N L UK E & A SS O C IA TE S, L .L .C . PH O N E 22 5- 29 3- 94 74 BA TO N R O UG E, L A 7 08 09 10 70 5 RI EG ER R O A D , S UI TE 1 01 SO UT HE RN U N IV ER SI TY D EM O N ST RA TIO N F A RM BA TO N R O UG E, L O UI SI A N A 70 81 3 92 02 B .A . L ITT LE D RI V E PLUMBING PLAN - DOMESTIC WATER P1.0 12/15/23 XXXXXXXX X X XX X X X X XXXXXXXXX X X X TH O M PS O N L UK E & A SS O C IA TE S, L .L .C . PH O N E 22 5- 29 3- 94 74 BA TO N R O UG E, L A 7 08 09 10 70 5 RI EG ER R O A D , S UI TE 1 01 SO UT HE RN U N IV ER SI TY D EM O N ST RA TIO N F A RM BA TO N R O UG E, L O UI SI A N A 70 81 3 92 02 B .A . L ITT LE D RI V E LIMESTONE PATH PLAN P1.1 12/15/23 ABOVE-COUNTER QUADRAPLEX RECEPTACLE; MOUNT AT 4" ABOVE COUNTER OR BACKSPLASH OR 44" (WHICHEVER IS LOWER) QUADRAPLEX RECEPTACLE JUNCTION BOX FUSED SAFETY DISCONNECT SWITCH; LOCATE WITHIN SIGHT OF THE EQUIPMENT SERVED WITH 36" MINIMUM CLEAR WORKING SPACE IN FRONT OF THE SWITCH; DO NOT MOUNT DIRECTLY TO EQUIPMENT ABOVE-COUNTER GFCI DUPLEX RECEPTACLE; MOUNT AT 4" ABOVE COUNTER OR BACKSPLASH OR 44" (WHICHEVER IS LOWER) ABOVE-COUNTER DUPLEX RECEPTACLE; MOUNT AT 4" ABOVE COUNTER OR BACKSPLASH OR 44" (WHICHEVER IS LOWER) GFCI DUPLEX RECEPTACLE DUPLEX RECEPTACLE ELECTRICAL SYMBOL LEGEND J ABOVE-SLAB CONDUIT & WIRE/CABLING BELOW-SLAB CONDUIT & WIRE/CABLING; 3/4" MINIMUM CONDUIT SIZE UON WIRELESS ACCESS POINT (BY OWNER); PROVIDE 1"C TO AN ACCESSIBLE LOCATION ABOVE CEILING, ONE (1) YELLOW CAT 6 CABLE FROM THE ACCESS POINT LOCATION TO THE TELECOM TERMINAL BOARD WAP DUPLEX DATA OUTLET, AS ABOVE, MOUNTED ABOVE COUNTER. PROVIDE (2) CABLES UNLESS INDICATED OTHERWISE BY NUMBER ADJACENT TO SYMBOL. DUPLEX DATA FLUSH FLOOR BOX; PROVIDE 1"C TO AN ACCESSIBLE LOCATION ABOVE CEILING, ONE (1) BLUE CAT 6 CABLE FROM THE OUTLET TO THE TELECOM TERMINAL BOARD PANELBOARD, SWITCHBOARD, OR OTHER DISTRIBUTION EQUIPMENT AS NOTED; INSTALL WITH SUFFICIENT WORKING SPACE AND CLEARANCES TO MEET ALL REQUIREMENTS OF NEC SECTION 110.26. GENERAL KEYNOTE1 HOMERUN TO PANEL; TICK MARKS INDICATED NUMBER OF WIRES EQUIPMENT CONNECTIONS POWER DEVICES TELECOMMUNICATIONS DUPLEX DATA OUTLET; REFER TO TELECOMMUNICATIONS NOTES FOR MORE INFORMATION. PROVIDE (2) CABLES UNLESS INDICATED OTHERWISE BY NUMBER ADJACENT TO SYMBOL. LIGHT FIXTURE; UPPERCASE LETTER(S) INDICATE FIXTURE TYPE; LOWERCASE LETTER(S) INDICATE ASSOCIATED CONTROLS ID; FIXTURES WITH HALFSHADED REGION SHALL BE EMERGENCY PROVIDE BATTERY BACKUP OR CONNECT TO EMERGENCY CIRCUIT AS INDICATED; SEE LIGHTING FIXTURE SCHEDULE FOR FIXTURE DESCRIPTIONS AND MOUNTING TYPES EXIT LIGHT FIXTURE. ARROWS (IF USED) INDICATE DIRECTION. FILLED IN QUADRANT(S) INDICATE NUMBER AND ORIENTATION OF ILLUMINATED FACES. LETTER(S) INDICATE FIXTURE TYPE. SEE LIGHTING FIXTURE SCHEDULE FOR FIXTURE DESCRIPTION. CEILING MOUNTED OCCUPANCY SENSOR WITH 360° COVERAGE. LOCATE AND INSTALL PER THE MANUFACTURER'S RECOMMENDATIONS; TEST AND ADJUST SENSITIVITY AFTER INSTALLATION AND SET TIME DELAY AS REQUIRED BY THE OWNER Aa X OS PHOTOELECTRIC CELL, EXTERIOR RATED; AIM AND SHIELD SENSOR FROM INTERIOR AND EXTERIOR ARTIFICIAL LIGHT SOURCES CEILING MOUNTED OCCUPANCY SENSOR, AS ABOVE, CONFIGURED FOR VACANCY OPERATION VS LIGHTING SWITCH; SUBSCRIPT (WHEN USED): NONE - SINGLE POLE TOGGLE SWITCH 3 - THREE-WAY SWITCH D - LINEAR SLIDE DIMMER SWITCH 3D - THREE-WAY LINEAR SLIDE DIMMER SWITCH O - WALL MOUNTED OCCUPANCY SENSOR 3O - THREE-WAY SWITCH WITH OCCUPANCY SENSOR V- VACANCY SENSOR a,b,c etc. - SWITCH ID S P WIRE, CONDUIT, AND RACEWAY DISTRIBUTION (REFER TO DRAWINGS AND SPECIFICATIONS FOR FURTHER REQUIREMENTS) (PROVIDE CONDUIT AND WIRE PER THE PANEL SCHEDULE) (PROVIDE CONDUIT AND WIRE PER THE PANEL SCHEDULE FOR POWER AND PER THE MANUFACTURER'S SPECIFICATIONS FOR CONTROLS) (JACKET COLORS TO BE PER THE OWNER'S STANDARDS IF APPLICABLE) CIRCUIT TAG; PANEL AND CIRCUIT DESIGNATION AS INDICATED; E.G. PANEL "A", CIRCUIT #1,3 A-1,3 (PROVIDE CONDUIT AND WIRE PER THE PANEL SCHEDULE) # # ABBREVIATIONS AMPERE(S)A ABOVE COUNTER (6" ABOVE BACKSPLASH)AC AMPERE(S) FUSEDAF ARC FAULT CIRCUIT INTERRUPTERAFCI ABOVE FINISHED FLOORAFF ABOVE FINISHED GRADEAFG AMP SYMMETRICAL INTERRUPTING CAPACITY RMSAT AMERICAN WIRE GAUGEAWG BELOW GRADEBG BUILDINGBLDG BREAKERBKR CONDUITC CATEGORYCAT CABLE TELEVISIONCATV CIRCUIT BREAKERCB CIRCUITCKT CLGCLG CORRIDORCORR CURRENT TRANSFORMERCT CONTROLLERCTRL DISCONNECTDISC. DISTRIBUTIONDIST. DRAWINGDWG EMPTY CONDUITEC ENCLOSED CIRCUIT BREAKERECB EXHAUST FANEF EQUIPMENT GROUNDING CONDUCTOREGC EMERGENCYEMER. ELECTRICAL METALLIC TUBINGEMT EQUALEQ EQUIPMENTEQUIP. ELECTRIC WATER COOLEREWC ELECTRICA WATER HEATEREWH EXISTINGEXIST. FIRE ALARM CONTROL PANELFACP FIRE ALARM CONTROL PANEL REMOTE ANNUNCIATORFACPRA FOOTCANDLEFC FAN COIL UNITFCU FULL LOAD AMPERE(S)FLA FIBER OPTIC CABLEFOC GROUNDG, GND GROUNDING ELECTRODE CONDUCTORGEC GROUND FAULT CIRCUIT INTERRUPTERGFCI GALVANIZED RIGID STEELGRS HANDHOLEHH HORSEPOWERHP 1,000 AMP SYMMETRICAL INTERRUPTING CAPACITY RMSKAIC 1,000 WATT HOURSKWH 1,000 VOLT AMPERESKVA LOCAL AREA NETWORKLAN LIGHTINGLTG MINIMUM CIRCUIT AMPACITYMCA MAIN CIRCUIT BREAKERMCB 1,000 CIRCULAR MILSMCM/KCMIL MECHANICALMECH. MANHOLEMH MAIN LUGS ONLYMLO MAXIMUM OVERCURRENT PROTECTIONMOCP MOUNTEDMTD MOUNTINGMTG NATIONAL ELECTRICAL CODENEC NEUTRALNEU NOT IN CONTRACTNIC NON-FUSEDNF NORMALLY OPENNO OVERHEADOH OVERHEAD ELECTRICALOHE OUTSIDE PLANTOSP UTILITY POWER POLEUPP PULL BOXPB PHASEPH PANELPNL PHOTOVOLTAICPV POLYVINYL CHLORIDEPVC QUANTITYQTY RECEPTACLERCPT REQUIREDREQ'D SUPPLY FANSF SOLID NEUTRALS/N SURGE PROTECTIVE DEVICESPD STANDARDSTD TELEPHONETEL TELECOMMUNICATIONSTELECOM TELECOMMUNICATIONS GROUND BUSTGB TELECOMMUNICATIONS MAIN GROUND BUSTMGB TELECOM TERMINAL BOARDTTB TELEVISIONTV TRANSIENT VOLTAGE SURGE SUPPRESSIONTVSS TYPICALTYP. UNIT HEATERUH UNDERWRITER'S LABORATORY, INC.UL UNDERGROUNDUG UNDERGROUND PRIMARYUGP UNDERGROUND SECONDARYUGS UNLESS OTHERWISE NOTEDUON VOLTSV VOLTS ALTERNATING CURRENTVAC VOLTS DIRECT CURRENTVDC VARIABLE FREQUENCY DRIVEVFD WATER HEATERWH WEATHERPROOFWP TRANSFORMERXFMR EXISTING TO REMAINE TO BE DEMOLISHEDD LIGHTING CONTACTORLC ABOVE FINISHED GRADEAIC NIGHT LIGHTNL NORMALLY CLOSEDNC WEATHERPROOF IN-USE COVERNU JUNCTION BOX FOR MOUNTED CAMERA; PROVIDE 3/4"EC WITH PULL STRING FROM THE JUNCTION BOX TO NEW DATA CABINET SECURITY (EQUIPMENT PROVIDED BY OWNER/OTHERS) (EQUIPMENT PROVIDED BY OTHERS) ELECTRICAL GENERAL NOTES 1. ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AS ADOPTED BY THE AHJ. 2. THE WORDS "PROVIDE" AND "PROVIDED" AS USED HEREIN SHALL BE UNDERSTOOD TO MEAN, "PROVIDE COMPLETE IN PLACE," THAT IS "FURNISH AND INSTALL". EQUIPMENT AND MATERIAL INDICATED TO BE PROVIDED SHALL BE NEW UNLESS OTHERWISE NOTED AND SHALL BE OF THE MOST SUITABLE GRADE FOR THE PURPOSE INTENDED. 3. ROUTE NEW CONDUIT AND WIRING CONCEALED IN WALLS AND CEILING WHERE POSSIBLE. COORDINATE INSTALLATION OF EXPOSED CONDUIT AND WIRING WITH THE ARCHITECT. 4. BEFORE INSTALLATION, CONTRACTOR SHALL SUBMIT DETAILED DRAWINGS TO THE ENGINEER FOR REVIEW COVERING PROPOSED LOCATIONS, MOUNTING, AND ROUTING FOR ALL CONDUITS, SERVICES, FITTINGS, GROUND RODS, SUPPORTS, ETC. 5. CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY. CONTRACTOR SHALL ROUTE IN MOST DIRECT MANNER AVOIDING ANY OBSTRUCTIONS NOT INDICATED. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GROUNDING OF EQUIPMENT, DISCONNECT SWITCHES, PANELBOARDS, FOUNDATIONAL STEEL, BLDG STEEL, METAL PIPING, AND TELECOMMUNICATION RACKS, ETC. REGARDLESS OF DEPICTION ON PLAN. 7. MATERIALS AND MANUFACTURERS NOTED ON DRAWINGS ARE TO BE USED AS BASIS OF DESIGN TO ESTABLISH QUALITY AND PERFORMANCE STANDARDS AND SHALL BE PROVIDED AS SPECIFIED. SUBSTITUTIONS WILL BE CONSIDERED WHERE SUFFICIENT PRODUCT INFORMATION IS PROVIDED TO MAKE A PROPER EVALUATION. REVIEW OF A SUBSTITUTION IS AT THE SOLE DISCRETION OF THE PROFESSIONAL. 8. THE CONTRACTOR SHALL SUBMIT COPIES OF THE PRODUCT DATA, SHOP DRAWINGS, ETC. OF ALL MATERIALS NOTED ON THE DRAWINGS. ALL SUBMITTED PRODUCT DATA, SHOP DRAWINGS, ETC. SHALL BE MARKED WITH THE NAME OF THE PROJECT AND SHALL BEAR THE STAMP OF APPROVAL OF THE CONTRACTOR AS EVIDENCE THAT THE MATERIAL HAS BEEN CHECKED BY THE CONTRACTOR. 9. DRAWINGS SPECIFIC TO THIS TRADE DO NOT LIMIT THE RESPONSIBILITY OR WORK REQUIRED BY THE CONTRACT DOCUMENTS. REFER TO DRAWINGS AND SPECIFICATIONS OF OTHER TRADES FOR COMPLETE INFORMATION PRIOR TO BID. 10. WHERE CONFLICTS EXIST AMONG DRAWINGS, SPECIFICATIONS, AND EQUIPMENT SCHEDULES, THE MOST STRINGENT REQUIREMENT OR QUANTITY SHALL APPLY. NOTIFY THE ARCHITECT/ENGINEER OF ALL CONFLICTS FOR RESOLUTION OR INTERPRETATION. 11. NO EQUIPMENT SHALL BE ORDERED OR INSTALLED UNTIL THE PROJECT ENGINEER HAS RECEIVED A COPY STAMPED "NO EXCEPTIONS TAKEN." "NO EXCEPTIONS TAKEN" DOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE CONTRACT, EXTEND TO QUANTITIES OR DIMENSIONS, IMPLY THAT THE EQUIPMENT CAN BE INSTALLED OR OPERATE SATISFACTORILY, THAT THE EQUIPMENT CONTAINS ALL NECESSARY COMPONENTS, OR THAT IT WILL COORDINATE WITH OTHER REVIEWED ITEMS. 12. OMISSION FROM THIS SHEET OF ANY ITEM SHOWN ELSEWHERE IN THE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY FOR ANY ASSOCIATED WORK. 13. COORDINATE INSTALLATION OF NEW ITEMS AND EQUIPMENT WITH THE OWNER'S REPRESENTATIVE AND THE WORK OF OTHER TRADES. THE CONTRACTOR SHALL INCUR ALL COSTS ASSOCIATED WITH THE RELOCATION OF EQUIPMENT CONFLICTING WITH NEW WORK BY OTHER TRADES THAT HAS NOT BEEN COORDINATED. 14. WARNING TAPE SHALL BE INSTALLED 6” INCHES BELOW GRADE OVER ALL CONDUITS INCLUDING BUT NOT LIMITED TO FEEDERS, DATA, AND BRANCH CIRCUITS. TAPE SHALL BE PERMANENT AND DISPLAY MESSAGE DESCRIBING THE TYPE OF SERVICE BURIED BENEATH IT. 15. ALL CONDUIT SIZES SHOWN ARE MINIMUM SIZES WHICH SHALL BE UTILIZED. CONTRACTOR SHALL VERIFY THAT ALL WIRING AND CABLES UTILIZED MEET NEC FILL REQUIREMENTS PRIOR TO INSTALLATION OF CONDUIT. ANY CONFLICT SHALL BE BROUGHT TO THE ENGINEER’S ATTENTION PRIOR TO BIDDING. 16. CONTRACTOR SHALL COORDINATE ALL CONDUIT WALL AND FLOOR PENETRATIONS WITH ALL TRADES AS REQUIRED. ALL PENETRATIONS SHALL BE SEALED WATERTIGHT. 17. PROVIDE 1/4" MINIMUM DIAMETER PULL ROPE. PULL ROPE SHALL NOT BE NYLON STRING. 18. ALL 120V, 20 AMP BRANCH CIRCUITS OVER 75’ SHALL BE A MINIMUM OF #10. 19. ALL CONDUIT RISERS FROM UNDERGROUND SHALL HAVE RIGID METAL ELLS AND RISERS. 20. PRIOR TO CONSTRUCTION, VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. AVOID DISTURBANCE OF EXISTING UTILITIES NOT INCLUDED IN THIS PROJECT. 21. FURNISH AND INSTALL ALL EXTERIOR RECEPTACLES WITH WEATHERPROOF COVERS. 22. PROVIDE GFCI RECEPTACLES: A. ALL EXTERIOR LOCATIONS 23. FOR UNDERGROUND CONDUIT RUNS, PROVIDE (1) PULL BOX FOR EVERY 500-FEET OF CONDUIT LENGTH AND FOR EVERY 360° OF CONDUIT BENDS, UNLESS OTHERWISE INDICATED MORE FREQUENTLY. FOR PULL BOXES LOCATED WITHIN DRIVABLE SURFACES, ENSURE THAT THE PULL BOX IS TRAFFIC RATED. IN THE EVENT THAT A PULL BOX IS REQUIRED ON A UTILITY CONDUIT RUN, ENSURE THAT THE PULL BOX MEETS ALL REQUIREMENTS OF THAT UTILITY. LIGHTING GENERAL NOTES 1. VERIFY THE EXACT LOCATION OF ALL LIGHTING SWITCHES WITH THE ARCHITECT PRIOR TO ROUGH-IN. 2. VERIFY THE EXACT LOCATION OF ALL LIGHTING FIXTURES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ROUGH-IN. 3. VERIFY THE CEILING TYPES FOR ALL LIGHT FIXTURES TO BE FLUSH MOUNTED OR SUSPENDED AND ADJUST FIXTURE MOUNTING TYPES IN ACCORDANCE WITH THE CEILING TYPE, AS REQUIRED. CONTRACTOR SHALL PROVIDE ALL REQUIRED MOUNTING HARDWARE. 4. VERIFY THE EXACT MOUNTING LOCATION FOR ANY PHOTOELECTRIC CELLS WITH THE ARCHITECT PRIOR TO ROUGH-IN. ALL PHOTOELECTRIC CELLS MUST FACE NORTH. 5. CONTRACTOR SHALL CONFIRM COMPATIBILITY OF ALL LIGHTING CONTROL DEVICES/SWITCHES/DIMMERS WITH LIGHTING FIXTURES AND BALLASTS/DRIVERS PRIOR TO SUBMITTAL. SPECIAL SYSTEMS GENERAL NOTES 1. FOR ALL CAMERA LOCATIONS, PROVIDE ONE (1) GREEN JACKETED CAT 6 CABLE IN 3/4" CONDUIT BACK TO ASSOCIATED DATA CLOSET. 2. FOR ALL WIRELESS ACCESS POINT LOCATIONS, PROVIDE ONE (1) YELLOW JACKETED CAT 6 CABLE IN 3/4" CONDUIT BACK TO ASSOCIATED DATA CLOSET. TELECOMMUNICATIONS GENERAL NOTES 1. PROVIDE 1" CONDUIT AND TWO (2) CAT 6 CABLES AT EACH DATA OUTLET SHOWN. CABLING SHALL ROUTE TO NEW DATA CABINENT. 2. COMMON BOND RACKS, PATCH PANELS, CABLE SHIELDS, PROTECTORS, AND THE BUILDING MAIN ELECTRICAL GROUNDING CONDUCTORS SHALL BE, AT MINIMUM, #6 AWG INSULATED AND STRANDED COPPER. FASTENERS SHALL BE RECESSED AND ANCHORED. 3. THE CONTRACTOR IS CAUTIONED TO INSURE NO PAINT PRODUCTS COME IN CONTACT WITH ANY SPECIAL SYSTEM COMPONENTS INCLUDING, BUT NOT LIMITED TO, CABLES, COAX, CONDUCTORS, AND JACKS DURING CONSTRUCTION. IF ANY PAINT PRODUCT IS PLACED ON ANY COMPONENT, THE COMPONENT SHALL BE REPLACED FROM ITS POINT OF ORIGIN TO THE POINT OF TERMINATION. 4. CAT 6 CABLES FOR DATA OUTLETS SHALL HAVE BLUE JACKETS AND CAT 6 CABLES FOR VOICE OUTLETS SHALL HAVE WHITE JACKETS. IDENTIFICATION OF EQUIPMENT GENERAL NOTES 1. ENGRAVED, LAMINATED ACRYLIC OR MELAMINE LABEL: PUNCHED OR DRILLED FOR SCREW MOUNTING. WHITE LETTERS ON A DARK- GRAY BACKGROUND. MINIMUM LETTER HEIGHT SHALL BE 3/8 INCH. LETTERING AND BACKGROUND COLORS AS INDICATED BELOW: A. POWER CIRCUITS: a. NORMAL: WHITE LETTERING ON BLACK BACKGROUND. B. FIRE ALARM SYSTEM: BLACK LETTERING ON RED BACKGROUND. 2. LABELING INSTRUCTIONS A. INDOOR EQUIPMENT: ENGRAVED, LAMINATED ACRYLIC OR MELAMINE LABEL. UNLESS OTHERWISE INDICATED, PROVIDE A SINGLE LINE OF TEXT WITH 1/2-INCH- HIGH LETTERS ON 1-1/2-INCH- HIGH LABEL; WHERE 2 LINES OF TEXT ARE REQUIRED, USE LABELS 2 INCHES HIGH. B. OUTDOOR EQUIPMENT: ENGRAVED, LAMINATED ACRYLIC OR MELAMINE LABEL. C. EQUIPMENT TO BE LABELED SHALL INCLUDE BUT NOT BE LIMITED TO: A. PANELBOARDS, ELECTRICAL CABINETS, AND ENCLOSURES. B. RECEPTACLES WITH PANEL AND CIRCUIT NUMBERS. C. ALL JUNCTION BOXES. LABEL TO INCLUDE CIRCUIT NUMBERS (PANEL AND NUMBER). D. ALL LIGHTING SWITCH PLATES SHALL HAVE CIRCUIT NUMBERS ON THE BACK OF THE PLATE. (PANEL AND NUMBER). PART 1.0 GENERAL 1.1 GENERAL CONDITIONS A. The General Conditions and Supplementary General Conditions are a part of this section of these Specifications. The Contractor is cautioned to read and be thoroughly familiar with all provisions of the General Conditions. These conditions shall be complied with in every aspect. The word "shall" where used, is to be understood, as mandatory and the word "should" as advisory. "May" is used in the permissive sense. B. The entire electrical work shall comply with the rules and regulations of the State, including the State Fire Marshal and State Board of Health, whether so shown on plans or not. 1.2 MINIMUM STANDARDS A. Applicable rules of the National Electrical Code apply as a minimum standard for this contract, but do not replace or reduce any specific requirement herein. 1.3 LAWS, PERMITS AND FEES A. The Contractor shall pay fees for permits, inspections, etc., and shall arrange with the inspecting authorities all required inspections. 1.4 SITE INSPECTION & MEASUREMENTS A. The Contractor shall visit the site and familiarize himself with difficulties attendant to the successful execution of the work before bidding. Failure to visit the site shall not relieve the Contractor of the extent or conditions of the work required of him. B. The Contractor shall verify all measurements and shall be responsible for the correctness of same, before ordering any materials or doing any work. No extra charge or compensation will be allowed for any differences between the actual measurements and those indicated on the drawings. 1.5 OPENINGS, CUTTING, AND PATCHING A. Where conduit, cable or other items that are provided for under this contract penetrate fire rated walls or floors, the Contractor is to seal around the item to maintain the integrity of the rated system. B. Cut all openings as required for the electrical work. Patching will be done by the various crafts whose work is involved. Furnish and install all necessary sleeves, thimbles, hangers, inserts, etc., at such times and in such a manner as not to delay or interfere with the work of other Contractors. Caulk, flash or otherwise make weatherproof all penetrations through the roof and exterior walls. 1.6 HOUSEKEEPING PADS A. All floor and ground mounted electrical equipment - panels, switchboards, motor control centers, transformers, etc. shall be installed with a reinforced concrete housekeeping pad, whether shown on the drawings or not. The pad shall extend 4” above either the finished floor or final grade (as applicable), have 45 degree chamfered edges, and be constructed of 3000psi concrete. The pad shall extend 4” beyond the edge of the respective electrical equipment. Concrete shall have smooth steel trowel finish. PART 2.0 PRODUCTS 2.1 RACEWAYS AND FITTINGS A. The following raceways shall be permitted for use: a. EMT (Electric Metallic Tubing) - Interior concealed or exposed (where not subject to damage) b. RGS (Rigid Galvanized Steel) - Exterior exposed. Underground elbows and risers. Interior where subject to damage. c. PVC - Underground and under slab d. Liquid Tight Flexible Metal Conduit - Exterior equipment connections where vibration is present (all motors and transformers). Length shall not exceed 3'. e. Flexible Steel Conduit - Interior equipment connections where vibration is present (all motors and transformers). Length shall not exceed 3' B. Fittings for conduit shall be an approved type specially designed and manufactured for their purpose. Set screw and compression type shall be permitted. C. Provide conduit and box supports per NEC. D. Minimum sizes: Above Grade: 1/2" Below Grade: 3/4" Provide plastic bushings in all conduit 1" and larger. 2.2 ELECTRICAL BOXES A. Interior outlet boxes in concealed conduit systems shall be flush mounted. Boxes shall be galvanized steel of sufficient size to accommodate devices shown and shall have raised covers where required to meet requirements of NEC Article 314. All boxes shall be stamped, one piece, galvanized steel, of proper size and shape for conduits entering them, and shall be UL listed and NEC approved for the intended use. a. Lighting fixture boxes: Provide 4 inches octagon, not less than 1-1/2 inches deep, with fixtures stud fastened through from back box. b. Switch boxes in concealed work: Provide standard switch boxes of required number of gangs. c. Boxes for receptacles, telephone, and communication use in concealed work: Provide 4 inch square, not less than 1-1/2 inches deep. B. Exterior Outlet Boxes: Provide outlet box flush with exterior wall and with case aluminum cover. Surface mount boxes shall be NEMA-3R cast aluminum type with threaded conduit hubs. Provide "IN USE" type covers where indicated. C. Inground pull/splice boxes: Shall be composite polymer, concrete reinforced with fiberglass. Box shall have open bottom and cover with identifying text appropriate for application I.E."Electrical" "Communications". D. Inground pull/splice boxes for utility: Adhere to all standards of local utility company. 2.3 WIRE (600 VOLT AND BELOW) A. All conductors used in the work shall be of soft drawn annealed copper having a conductivity of not less than 98% of that of pure copper. Conductors shall be standard code gauge in size, insulated and shall have insulation rated for use at 600 volts. Unless noted otherwise or specified, insulation shall be type MC, THW, THWN, or THHN for sizes up to and including No. 2 AWG. Insulation for wire sizes larger than No. 2 AWG shall be type THW, XHHW, or THHN. Lighting fixture wire shall be heat resistant type TF (150oC) with 300-volt insulation minimum. Wires shall be of the single conductor type. Sizes No. 8 AWG and larger shall be stranded. Sizes No. 12 thru No. 14 shall be single strand solid copper. B. Throughout the system, all conductors shall be identified as to the phase and voltage of the system by color-coding in accordance with NEC 210.5. Color-coding shall be continuous the full length of the wire with surface printing at regular intervals on all conductors and for neutral conductors. 2.4 LED LIGHTING A. Provide lighting fixtures per the lighting fixture schedule. B. Quality: a. All fixtures shall be UL or ETL listed b. All fixtures shall include a 5-year warranty c. Adhere to the emergency requirements of NFPA 101 & 72 C. Recessed downlights: a. Provide housing and trim compatible with ceiling type. Coordinate trim finish with architect. b. Where installed in a fire rated assembly provide fire box or appropriate fire rated housing. c. Where installed in grid provide tie wires at opposite corners of each fixture to structure. D. Exterior Fixtures: a. Fixture shall be wet location listed. b. Fixture pedestals/foundations shall be provided by the contractor. E. Suspended Fixtures: a. For all suspended fixtures coordinate with architect for suspension type and length 2.5 WIRING DEVICES A. Wiring devices shall be as listed. The color of device shall match color of outlet cover plate. It shall be the responsibility of the Contractor to provide plugs, receptacles, and fittings required for any equipment furnished or installed or connected under the contract. Color as selected by the Architect. a. Receptacles: Duplex 125 V, 20 A: • Hubbell - HBL 5362. • Leviton Mfg. Company Inc.- 5362 • Pass & Seymour-CRB5362. b. GFI Receptacles: Weather Resistant 125 V, 20 A: • Hubbell Incorporated- BR20WR • Leviton Mfg. Company Inc.-WBR20 • Pass & Seymour- WR5362. c. Switches-Single Pole: • Hubbell- HBL 1221. • Pass & Seymour - PS20AC1. • Leviton Mfg. Company, Inc.- 1221-1 d. Switches-Three Pole: • Hubbell- HBL1223 • Leviton Mfg. Company, Inc.-1223-2. • Pass & Seymour-PS20AC3. e. Switches – Occupancy Sensor Wall Type: • Hubbell - LH-MT • Leviton - OD15-ID • Sensor Switch - WSD-PD • Watt Stopper - WA-200 B. Any devices illustrated on plan not described above shall be commercial grade, manufactured by one of the above or an equal, and meet all requirements of NEC and the application intended. C. Cover Plates: a. Interior - High Impact Nylon b. Masonry or Block (Interior) - Type 302 Stainless steel, jumbo. c. Surface Mount (Interior) - 4" Square raised to match device type 2.6 VOICE & DATA STATION CABLES A. Voice and data station wiring shall be Category 6 enhanced (Cat 6e) communications wire and cable. Station Cable shall be four-pair, unshielded, twisted pair, inside-station cable, and shall be constructed of solid 24 gauge annealed copper. Each conductor shall be insulated with a continuous layer of fluorinated ethylene propylene (FEP). The sheath shall be all weather, flame resistant, polyvinyl chloride. Station wire shall be constructed of 4 twisted pair sharing one sheath. Cable shall have Category 6e transmission characteristics as specified by ANSI/EIA/TIA-568-B2.1. Cables routed in air plenum shall have a sheath and conductor insulation constructed of material so as to be classified as type CMP as defined by the NEC 800-3(b)(3). 2.7 CIRCUIT BREAKER PANELBOARDS A. Panelboards shall be sized as shown on the drawings and schedules, and shall be the bolted breaker panelboard type. All panelboard bussing shall be copper. Load centers are not acceptable. B. Panel board shall be dead front safety type with main breaker or main lugs, as required by code. Panel boards shall have single, feed through, or double lugs to accommodate feeder conductors. Panel boards with neutrals shall have a neutral buss and a neutral bar insulated from the enclosure for terminating feeder and branch circuit neutral conductors. Each panel board shall have an equipment grounding bar connected to the cabinet for terminating feeder and branch circuit ground conductors. C. Directory: Provide a typed panel directory indicating load and location of load. Location shall be based on final room designations not those shown on plan. D. Enclosure: a. Interior: NEMA-1 b. Exterior: NEMA-3R c. Corossive Environment (Not Chlorine): NEMA-3R SS E. Acceptable Manufacturers: a. Schneider Electrical, Square D b. EATON Corporation c. ABB d. Siemens 2.8 TVSS A. General Requirements: a. Fabrication using bolted compression lugs for internal wiring. b. Redundant suppression circuits. c. Fuses, rated at 200-kA interrupting capacity. d. Redundant replaceable modules. e. Arrangement with wire connections ...