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Architectural Plans-420 E Deer Springs Way1 12-22-2020 - PER CITY & CLIENT COMMENTS ARR ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 GROSS LEASEABLE AREA 2,576 SQ. FT.LANDLORD TENANT IMPROVEMENT- SUITE 100 - 420 E. DEER SPRINGS WAY LAS VEGAS NV 89064420 E. DEER SPRINGS WAY N. LAS VEGAS, NV 89064 ISSUE / DATE:REVISION: CODE INFORMATION FULLY SPRINKLERED CONSTRUCTION TYPE: 3B OCCUPANCY CLASS: MERCHANTILE TOTAL GROSS SQUARE FOOTAGE = 2,576 SF FRONT OF HOUSE AREA = 1,195 SF = 20 (60 S.F./ OCCUPANT) BACK OF HOUSE AREA = 1,146 SF = 4 (300 S.F. / OCCUPANT) TOTAL OCCUPANT LOAD = 24 NO. OF EMPLOYEES = 15 PERSONS BUILDING DEPARTMENT CITY OF NORTH LAS VEGAS BUILDING & FIRE SAFETY 2250 LAS VEGAS BLVD. NORTH SUITE 125 NORTH LAS VEGAS, NV 89030 PH: (702) 633-1536 SCALE:1/8"=1'-0" LOD PLAN EXPIRES - 12-31-2020REGISTERE D D A V I D A . LEV Y STATE OF NE V A D AARCHIT E C T No. 3482 CODES 2018 INTERNATIONAL BUILDING CODE WITH AMENDMENTS 2018 INTERNATIONAL EXISTING BUILDING CODE WITH AMENDMENTS 2018 INTERNATIONAL ENERGY CONSERVATION CODE WITH AMENDMENTS 2017 NATIONAL ELECTRICAL CODE WITH AMENDMENTS 2018 UNIFORM MECHANICAL CODE WITH AMENDMENTS 2018 UNIFORM PLUMBING CODE WITH AMENDMENTS 2018 INTERNATIONAL FIRE CODE WITH LOCAL ORDINANCE AND AMENDMENTS SITE MAP 420 E. DEER SPRINGS WAY N. LAS VEGAS, NV 89064 VICINITY MAP 420 E DEER SPRINGS WAY N. LAS VEGAS, NV 89064 GROUND FLOOR STRUCTURAL _ S100 GENERAL NOTES S100A GENERAL NOTES S200 FOUNDATION / FIRST FLOOR PLAN S201 ROOF FRAMING PLAN S300 SECTIONS & DETAILS S400 SECTIONS & DETAILS PLUMBING _ P100 OVERALL PLUMBING PLAN P200 PLUMBING SCHEDULES & ISOMETRICS P300 PLUMBING DETAILS / SPECIFICATIONS FIRE ALARM FA100 FIRE ALARM FLOOR PLAN FIRE PROTECTION FP100 FIRE PROTECTION PLAN, NOTES & SPECIFICATIONS MECHANICAL _ M100 MECHANICAL PLAN M101 MECHANICAL ROOF PLAN M200 MECHANICAL DETAILS & SCHEDULES M300 MECHANICAL SPECIFICATIONS ELECTRICAL _ E100 LIGHTING FIXTURE SCHEDULE AND SYMBOL LEGEND E200 LIGHTING PLAN E300 POWER & COMMUNICATIONS PLAN E400 SECURITY PLAN E500 POWER RISER DIAGRAM / PANEL SCHEDULES E600 ELECTRICAL SPECIFICATIONS INDEX OF DRAWINGS ARCHITECTURAL _ GENERAL INFORMATION G100 TITLE SHEET / INDEX / CODE INFO G101 GENERAL NOTES G102 FINISH SCHEDULE PLANS A100 FLOOR PLAN A101 FRAMING PLAN A102 FIXTURE FLOOR PLAN A103 FINISH PLAN A120 ENLARGED PLAN / ELEVATIONS - TOILET ROOMS A130 ROOF PLAN CEILING A200 REFLECTED CEILING / LIGHTING PLAN A210 CEILING DETAILS STOREFRONT A300 STOREFRONT ELEVATIONS ELEVATIONS A400 INTERIOR ELEVATIONS - SALES A410 INTERIOR ELEVATIONS - BACK OF HOUSE A411 INTERIOR ELEVATIONS - BACK OF HOUSE SECTIONS / DETAILS A510 SECTIONS/ DETAILS- ROLL DOWN SECURITY DOOR A511 DETAILS- ROLL DOWN SECURITY DOOR A530 INTERIOR FINISH DETAILS A531 INTERIOR DETAILS DOORS & WINDOWS A600 DOOR SCHEDULE / DOOR & FLOORING DETAILS SPECIFICATIONS A700 ARCHITECTURAL SPECIFICATIONS A701 ARCHITECTURAL SPECIFICATIONS DEVELOPER 5TH & DEER SPRINGS, LLC 2009 E. WINDMILL LANE LAS VEGAS, NV 89123 PH: (702) 553-9488 TONY HAMA tony@capsourcenv.com ENGINEERING CONSULTANTS MECHANICAL POINT ONE DESIGN 9941 YORK THETA DR. N. ROYALTON, OH 44133 PH: (440) 230-1800 FX: (440) 230-1831 ELECTRICAL STADELMAN ASSOCIATES 8614 HARTMAN ROAD WADSWORTH, OH 44281 PH: (330) 926-2600 FX: (330) 926-4531 STRUCTURAL SHENBERGER & ASSOCIATES, INC. 8227 BRECKSVILLE ROAD CLEVELAND, OH 44141 PH: (440) 526-3100 FX: (440) 526-7753 LANDLORD TENANT IMPROVEMENT SUITE 100 SPECIAL INSPECTIONS REQUIRED THIS PROJECT WILL REQUIRE SPECIAL INSPECTIONS WITH A LICENSED SPECIAL INSPECTION SERVICE RECOGIZED BY THE CITY OF NORTH LAS VEGAS. G.C. TO COORDNATE SLECTED SPECAIL INSPECTION SERVICE PROVIDED THE PROJECT CONSTRUCTION MANAGER & ARCHITECT. REQUIRED INSPECTIONS ITEMS INCLUDE: 1. C (CONCRETE) 2. S (STEEL CONSTRUCTION) 3. Xb (POST INSTALLED CONCRETE ANCHORS) 4. Xj (SUSPENDED CEILINGS) GENERAL NOTES 1.GENERAL CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO REVIEW THESE NOTES PRIOR TO BIDDING AND TO FAMILIARIZE ALL PERSONS WORKING ON THIS PROJECT WITH THESE GENERAL NOTES AND THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO; THE EXECUTED LEASE AGREEMENT BETWEEN LANDLORD AND TENANT. ANY DISCREPANCY BETWEEN THESE CONTRACT DOCUMENTS AND THE LEASE INFORMATION IS TO BE REPORTED TO ARCHITECT PRIOR TO THE START OF ANY WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY ACQUAINTING THEMSELVES WITH THE CONTENT AND SCOPE OF THESE DOCUMENTS. ALL WORK IS BY TENANT'S GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. WORK DECLARED UNACCEPTABLE BY THE TENANT AND OR LANDLORD SHALL BE CORRECTED IN A MANNER AND TO A DEGREE OF QUALITY AS ACCEPTABLE BY THE TENANT AND OR LANDLORD. 2. ALL CONTRACTORS SHALL BE BONDED AND LICENSED CONTRACTORS POSSESSING GOOD LABOR RELATIONS AND MUST BE CAPABLE OF QUALITY WORKMANSHIP, COORDINATING WITH OTHER CONTRACTORS WORKING ON THE PROJECT. ARCHITECT IS TO BE NOTIFIED IN WRITING OF THE NAMES, ADDRESSES, DAYTIME PHONE, FAX, AND EMERGENCY PHONE NUMBERS OF ALL SUBCONTRACTORS AND SUPPLIERS WORKING ON THIS PROJECT. 3. THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS FOR THE GENERAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL PERMITS REQUIRED FOR THE WORK NOTED ON THESE PLANS AND SPECIFICATIONS. THIS INCLUDES PERMITS REQUIRED FOR FIXTURING SUPPLIED BY TENANT (IF APPLICABLE). AS WELL AS COSTS FOR ALL INSPECTIONS BY AUTHORITIES HAVING JURISDICTION. 4. ALL WORK TO COMPLY WITH LOCAL, STATE AND FEDERAL CODES AND ORDINANCES AS WELL AS ANY OTHER GOVERNING AGENCIES HAVING JURISDICTION. 5. THE GENERAL CONTRACTOR IS REQUIRED TO ADHERE TO ALL ACCESSIBILITY LAWS (A.D.A.) WHETHER STATED OR NOT ON THESE CONTRACT DOCUMENTS. THIS LAW IS A CIVIL RIGHTS LAW AND THE EXCLUSION OF REQUIREMENTS BY THE LOCAL CODE OFFICIALS DOES NOT RELIEVE THE TENANT OR THE GENERAL CONTRACTOR OF ADHERING TO THE NECESSARY WORK, EITHER DURING CONSTRUCTION OR AFTER OCCUPANCY. 6. THE GENERAL CONTRACTOR SHALL COMPLY AND CONFORM TO ALL OF THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA), NO EXCEPTIONS WILL BE PERMITTED. THE PROVISIONS OF THE TENANT'S LEASE SHALL APPLY IN THE EVENT OF VIOLATION RESULTING IN DAMAGES, CAUSES OF ACTION OR ANY CLAIMS ARISING THEREFROM, IF GENERAL CONTRACTOR AND / OR ITS SUBCONTRACTORS DO NOT COMPLY WITH THIS ACT. 7. THE ARCHITECT SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SAFETY PRECAUTIONS AND PROGRAMS, INCLUDING ANY AND ALL OSHA REQUIREMENTS, IN CONNECTION WITH THE WORK. 8. PRIOR TO COMMENCEMENT OF ANY WORK, THE GENERAL CONTRACTOR SHALL CONTACT AND MEET WITH LANDLORD'S TENANT COORDINATOR AND ARCHITECT REPRESENTATIVE FOR A PRE-CONSTRUCTION MEETING, AT WHICH TIME, HE /SHE WILL PRESENT TO ALL PARTIES A LIST OF NAMES, ADDRESSES, BUSINESS PHONE, FAX AND EMERGENCY TELEPHONE NUMBERS OF THE SUBCONTRACTORS FOR THIS PROJECT. THE GENERAL CONTRACTOR WILL COMPLETE THE CHECKLIST FORM (CONTRACTOR INFORMATION FORM) REQUIRED FOR EACH TENANT'S SPACE THAT CONTRACTOR WILL BE WORKING ON AS REQUIRED UNDER LEASE OBLIGATION. THE CHECKLIST FORM INCLUDING SCHEDULE INFORMATION AS WELL AS GENERAL CONTRACTOR AND SUBCONTRACTORS INFORMATION IS TO BE SUBMITTED TO THE LANDLORD'S REPRESENTATIVE UPON ARRIVAL AT THE JOB SITE. 9. THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE LANDLORD FOR SITE MOBILIZATION INCLUDING, BUT NOT LIMITED TO USE OF PREMISES, MATERIAL STORAGE, SITE ACCESS, HOUSEKEEPING PROCEDURES, SECURITY, ETC. 10. EACH CONTRACTOR AND SUBCONTRACTOR SHALL MAKE APPROPRIATE ARRANGEMENTS WITH LANDLORD FOR TEMPORARY UTILITY CONNECTIONS INCLUDING WATER AND ELECTRICITY. CONTRACTOR TO PAY THE COST OF THE CONNECTIONS AND OF PROPER MAINTENANCE AND REMOVAL OF SAME, AND PAY ALL UTILITY CHARGES INCURRED AT THE PREVAILING RATES OF THE UTILITY COMPANY PROVIDING SUCH SERVICE TO THE BUILDING, DURING THE COURSE OF CONSTRUCTION UP TO AND INCLUDING THE DATE OF "TURN OVER" TO THE TENANT. 11. THE GENERAL CONTRACTOR IS TO NOTIFY THE LANDLORD / BUILDING FACILITIES MANAGER PRIOR TO THE COMMENCEMENT OF ALL WORK REQUIRING THE CUTTING, REMOVING, ALTERING OR SHUTTING OFF ANY BUILDING UTILITY AND LIFE SAFETY SYSTEM. 12. ALL FLOOR SLAB PENETRATIONS SHALL HAVE WATERTIGHT SLEEVES EXTENDING A MINIMUM 4" A.F.F. AND MUST BE INSTALLED PER LANDLORD'S CRITERIA. IF CONTRACTOR IS REQUIRED TO PENETRATE SUCH SLAB ABOVE, BELOW OR ADJACENT TO TENANT'S SPACE; COORDINATION AND APPROVAL BY THE LANDLORD WILL BE NECESSARY PRIOR TO CORE DRILLING / SAWCUTTING. IF THIS IS A STRUCTURAL SLAB THEN ANY AND ALL PENETRATIONS THROUGH SLAB MUST BE COORDINATED WITH THE LANDLORD'S REPRESENTATIVE PRIOR TO STARTING WORK. 13. ANY ALTERATIONS, ADDITIONS, DRILLING, WELDING OR OTHER ATTACHMENT OR REINFORCEMENTS TO LANDLORD'S STRUCTURE TO ACCOMMODATE TENANT'S WORK SHALL NOT BE PERFORMED WITHOUT LANDLORD'S APPROVAL, AND THIS CONTRACTOR SHALL LEAVE LANDLORD'S STRUCTURE AS STRONG AS, OR STRONGER THAN, THE ORIGINAL DESIGN AND WITH FINISHES UNIMPAIRED. ONLY UTILIZE LANDLORD'S DESIGNATED ROOFING CONTRACTOR FOR ALL ROOF PENETRATIONS, FLASHING AND COUNTER FLASHING. 14. THE GENERAL CONTRACTOR SHALL HAVE AT ALL TIMES, AT THE PREMISES, BUILDING DEPARTMENT APPROVED PERMIT DRAWINGS, HEALTH DEPARTMENT APPROVED PERMIT DRAWINGS (IF APPLICABLE) AND LANDLORD APPROVED CONTRACT DOCUMENTS (WHEN APPLICABLE). 15. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO CHECK AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AT BUILDING SITE AND PREMISES AND NOTIFY THE LANDLORD, THE LANDLORD'S REPRESENTATIVE, AND PROJECT ARCHITECT OF ANY AND ALL DISCREPANCIES AND LIST ANY WORK NOT YET COMPLETED BEFORE STARTING WORK. IF THE GENERAL CONTRACTOR IS REQUIRED TO INSTALL A STOREFRONT BARRICADE DURING THE CONSTRUCTION PHASE OF THIS PROJECT, SUCH BARRICADE TO MEET THE LATEST BARRICADE DESIGN REQUIREMENTS, INCLUDING THE PAINTING OF SUCH BARRICADE AND ANY SIGNAGE. ADDITIONALLY, THIS BARRICADE MUST BE MOVED OUT AS REQUIRED FOR STOREFRONT WORK AND / OR REMOVED AT THE END OF THE CONSTRUCTION TIME PERIOD. CHECK WITH THE LANDLORD TO VERIFY IF A BARRICADE HAS PREVIOUSLY BEEN INSTALLED ON THESE PREMISES IN ANTICIPATION OF CONSTRUCTION BY THE NEW TENANTS; IF THIS IS THE CASE, DO NOT INCLUDE ANY COST FOR THE ACTUAL BARRICADE BUT DO INCLUDE COSTS FOR MOVING SUCH BARRICADES IN AND OUT, ANY OTHER SPECIFIC LANDLORD REQUIREMENTS REGARDING SUCH BARRICADES, AND THE PAINTING AND / OR REMOVAL OF SUCH BARRICADES AFTER CONSTRUCTION. 16. ALL CONTRACTORS SHALL CHECK AND VERIFY ALL FIELD CONDITIONS AND SHALL HAVE SOLE RESPONSIBILITY FOR VERIFICATION OF CLEAR HEIGHTS WITHIN THE PREMISES; ANY DISCREPANCIES SHALL BE REPORTED TO ARCHITECT IMMEDIATELY. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR ALL "HOLD" DIMENSIONS AND IS TO CONTACT ARCHITECT OF ANY DISCREPANCIES VERBALLY AND ALSO IN WRITING PRIOR TO CONSTRUCTION. 17. CONTRACTOR IS TO VERIFY THAT THIS SPACE IS ASBESTOS FREE. NO ASBESTOS WORK IS TO BE COMPLETED BY THIS CONTRACTOR UNLESS SPECIFICALLY NOTED IN THESE CONTRACT DOCUMENTS. IF ASBESTOS IS UNCOVERED, NOTIFY THE TENANT'S REPRESENTATIVE IMMEDIATELY AND STOP ALL WORK. LANDLORD IS RESPONSIBLE FOR ALL ASBESTOS TESTING, FILING AND REMOVAL 18. THE GENERAL CONTRACTOR SHALL EXERCISE CAUTION SO AS NOT TO DISRUPT OR DAMAGE ANY UTILITIES OR SPRINKLER LINES WHICH SERVICE ADJACENT TENANTS. THE CONTRACTOR WILL BEAR SOLE RESPONSIBILITY FOR ANY DISRUPTIONS OR DAMAGE TO THESE SERVICES. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL, OR AS REQUIRED BY LANDLORD, OF TRASH, RUBBISH AND SURPLUS MATERIALS RESULTING FROM CONSTRUCTION. THE CONTRACTORS AND SUBCONTRACTORS PARTICIPATING IN THE PERFORMANCE OF TENANT'S WORK SHALL REMOVE AND DISPOSE OF, AT LEAST ONCE A WEEK AND MORE FREQUENTLY AS TENANT MAY DIRECT, ALL DEBRIS AND RUBBISH CAUSED BY OR RESULTING FROM THE PERFORMANCE OF TENANT'S WORK AND, UPON COMPLETION THEREOF, REMOVE ALL TEMPORARY STRUCTURES, SURPLUS MATERIALS, DEBRIS AND RUBBISH OF WHATEVER KIND REMAINING IN THE BUILDING WHICH HAD BEEN BROUGHT IN OR CREATED BY THE CONTRACTOR AND SUBCONTRACTORS IN THE PERFORMANCE OF TENANT'S WORK. THIS CONTRACTOR MUST MAINTAIN A CLEAR PATH OF EGRESS FROM THE PREMISES FREE FROM TRASH AND RUBBISH AT ALL TIMES. ALL REMOVAL OF CONSTRUCTION DEBRIS TO AN APPROVED DUMPING SITE TO BE INCLUDED IN THE GENERAL CONTRACTOR'S WORK. 20. THE GENERAL CONTRACTOR WILL BE REQUIRED TO PROTECT ALL NEUTRAL PIERS, LANDLORD'S AND ADJACENT TENANT CONSTRUCTION IF ADJACENT TO THIS TENANT'S WORK, AND MAKE ANY AND ALL REQUIRED REPAIRS TO THE SATISFACTION OF THE LANDLORD AND / OR THE TENANT IF THIS WORK IS DAMAGED. 21. DEMISING WALL FIRE RATING TO BE CONFIRMED BY GENERAL CONTRACTOR RESPONDING TO LANDLORD AND CODE REQUIREMENTS. SEE CONTRACT DOCUMENTS FOR WALL INDICATIONS. ALL PENETRATIONS FOR SUPPLY OR RETURN AIR, ETC., TO HAVE PROPERLY INSTALLED FIRE DAMPERS MEETING THE LATEST FIRE DEPARTMENT REQUIREMENTS, BASED ON SPECIFIC LOCATION OF TENANT'S SPACE IN BUILDING THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE BUILDING AND ELECTRICAL INSPECTORS FOR ALL CONCEALED WORK PRIOR TO CLOSING UP WALLS, FLOORS, CEILINGS. 22. SPRINKLER SYSTEM DESIGN AND / OR LAYOUT MODIFICATION, (IF APPLICABLE) TO BE PROVIDED BY THE DESIGNATED SPRINKLER SUBCONTRACTOR AND ALL SUBMISSIONS TO THE FIRE MARSHALL AND BUILDING INSPECTOR FOR THE NECESSARY APPROVAL ARE THE RESPONSIBILITY OF THE SPRINKLER SUBCONTRACTOR. GENERAL CONTRACTOR TO VERIFY WITH THE LANDLORD OR LANDLORD'S CRITERIA IF SPRINKLER CONTRACTOR IS TO BE LANDLORD'S APPROVED OR DESIGNATED CONTRACTOR. SPRINKLER HEAD SPACING TO CONFORM WITH THE LATEST N.F.P.A. STANDARDS (PAMPHLET 13) AND ALL CODES HAVING JURISDICTION. SPRINKLER HEAD BRANCH LINES, DROPS AND HEADS ARE THE RESPONSIBILITY OF THE SPRINKLER SUBCONTRACTOR AND THE DESIGN MUST BE BASED ON FLOOR LAYOUT AND REFLECTED CEILING PLANS. APPROVALS BY LANDLORD, LANDLORD'S INSURANCE UNDERWRITER AND THE BUILDING INSPECTOR AND FIRE MARSHALL WILL BE REQUIRED. GENERAL CONTRACTOR TO FURNISH AND INSTALL ANY / ALL REQUIRED FIRE ALARM, SMOKE EVACUATION, SMOKE DETECTION 23. GENERAL CONTRACTOR TO FURNISH AND INSTALL ANY / ALL REQUIRED FIRE ALARM, SMOKE EVACUATION, SMOKE DETECTION SYSTEMS, INCLUDING ANY / ALL PARTS AND LABOR (OR MODIFY EXISTING AS REQUIRED), TO MEET LOCAL CODES, LANDLORD REQUIREMENTS AND FIRE MARSHAL SPECIFICATION, WHETHER SUCH WORK IS OR IS NOT SHOWN IN THE CONSTRUCTION DOCUMENTS. IF A SMOKE EVACUATION AND / OR DETECTION SYSTEM OCCURS FOR THIS SPACE, IT SHALL BE LEFT INTACT DURING CONSTRUCTION AND ANY NEW WORK, MODIFICATION AND REWIRING TO BE COMPLETED DURING CONSTRUCTION PHASE TO POINT OF NEW PANELS. IF SMOKE DETECTORS ARE REQUIRED TO BE HARD WIRED TO LANDLORD FIRE ALARM SYSTEM, THEY ARE TO BE PER LANDLORD'S SYSTEM. CONTRACTOR TO CONTACT LANDLORD OR APPROVED AGENTS FOR PURCHASE AND INSTALLATION OF DETECTORS AT G.C. EXPENSE. G.C. AND / OR ITS FIRE ALARM SUBCONTRACTOR TO CONTACT LANDLORD FOR FINAL POINT OF CONNECTION TO LANDLORD'S FIRE ALARM JUNCTION BOX AND PERFORM WORK AT CONTRACTOR'S EXPENSE. 24. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL, AS REQUIRED, BEGINNING WITH THE CONSTRUCTION PHASE, HAND OPERATED FIRE EXTINGUISHERS, U.L. RATED, AS PER LOCAL CODE REQUIREMENTS: PLACEMENT AS APPROVED BY TENANT AND LOCAL BUILDING OFFICIAL. 25. ALL EXITS SHALL BE UNOBSTRUCTED AT ALL TIMES DURING CONSTRUCTION AND OCCUPANCY. 26. THE PROPER RECEIPT OF ALL NEW MATERIALS, EQUIPMENT, MILLWORK, FIXTURES, ETC. AT THE JOB SITE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, AND / OR ITS SUBCONTRACTORS. THE CONTRACTOR IS RESPONSIBLE TO UNLOAD, STORE AND SECURE ALL MATERIALS AND EQUIPMENT REQUIRED FOR THE PROJECT. GENERAL CONTRACTOR TO IMMEDIATELY ADVISE ARCHITECT OF ALL DAMAGED OR DEFICIENT SHIPMENTS OF MATERIALS AND EQUIPMENT, WHETHER SUPPLIED BY TENANT OR DIRECTLY BY CONTRACTOR OR ITS SUPPLIERS. GENERAL CONTRACTOR TO COMPLETE AND SUBMIT ALL NECESSARY PAPERWORK AND ARRANGE INSPECTIONS OF DAMAGED GOODS AS PER TENANT CONSTRUCTION DEPT. REQUIREMENTS. NOTIFY ARCHITECT OF ANY POSSIBLE DELAYS. INCOMPLETE ORDERS AND DELAYS ARE TO BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SUPPLIER AND ARCHITECT. SUBMIT CONFIRMATION OF ALL ORDERS, DELIVERY DATES, AND A FULL WRITTEN SCHEDULE TO ARCHITECT. 27. ALL THE FLOOR FINISHES, WITHIN THE PREMISES, OR AT THE TRANSITION BETWEEN LANDLORD FLOOR FINISHES AND TENANT'S FLOOR FINISHES (AT ENTRY OR REAR DOOR, IF APPLICABLE) ARE TO BE SMOOTH AND LEVEL TO AVOID TRIPPING HAZARDS AND BE WITHIN THE REQUIREMENTS OF BARRIER FREE DESIGN. IF AN EXPANSION JOINT COVER IS REQUIRED, SUCH COVER IS TO BE LEVEL AND SMOOTH WITH TENANT'S FLOOR FINISH ELEVATION AND WILL NOT PROJECT ABOVE SUCH FLOOR FINISH ELEVATION. IF THE EXISTING SLABS ARE NOT LEVEL, THE GENERAL CONTRACTOR IS REQUIRED TO COMPLETE EXTENSIVE FLASH PATCHING THROUGHOUT TO OBTAIN A SMOOTH AND LEVEL CONCRETE SLAB. 28. SHOULD AN EXPANSION JOINT OCCUR IN THE LEASED PREMISES, GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION AFFECTED BY SUCH JOINT, INCLUDING FURNISHING AND INSTALLING A LEVEL, SLAB HEIGHT EXPANSION JOINT COVER, INCLUDING FLOOR, WALLS AND CEILING. GENERAL CONTRACTOR SHALL MAINTAIN INTEGRITY OF ALL SUCH EXPANSION JOINTS IN A MANNER CONSISTENT WITH ACCEPTABLE CONSTRUCTION DESIGN PRACTICES. 29. THE STRUCTURAL SYSTEM OF THE BUILDING HAS BEEN DESIGNED TO CARRY A MAXIMUM LIVE LOAD AS SPECIFIED IN THE EXECUTED LEASE AGREEMENT, AND THE LANDLORD'S OR TENANT'S GENERAL CONTRACTOR AND / OR THEIR SUBCONTRACTOR AND / OR ANY AND ALL MATERIAL SUPPLY HANDLERS NOT TO IMPOSE ANY LOADING FOR ANY OF THE TENANT'S WORK ON A TEMPORARY OR PERMANENT BASIS WHICH CAN EXCEED SUCH SPECIFIED LOAD. 30. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CUT AND FRAME ALL OPENINGS FOR OTHER TRADES, SUCH AS MECHANICAL, SPRINKLER, PLUMBING, ELECTRICAL, FIXTURE CONTRACTOR, THROUGH PARTITIONS AND STRUCTURAL WALLS. ALL PENETRATIONS THROUGH RATED WALLS, WITH DUCTS OR PIPING, TO BE FILLED AT OPENING WITH "FIRESTOPPING" MATERIALS TO MAINTAIN THE INTEGRITY OF THE SPECIFIED RATING OF THE WALL. 31. ALL CLEARANCES OF PIPES AND DUCT WORK INSTALLED BY THE GENERAL CONTRACTOR OR SUBCONTRACTORS MUST BE MAINTAINED FOR ADEQUATE HEIGHTS REQUIRED FOR CEILING SYSTEM AND LIGHT FIXTURES. CONTRACTOR MUST REVIEW ENTIRE SET OF CONTRACT DOCUMENTS FOR CEILING HEIGHTS. GENERAL CONTRACTOR (OR DESIGNATED AUTHORIZED CONTRACTOR AT GENERAL CONTRACTOR'S EXPENSE) TO REMOVE OR REPLACE AS REQUIRED ANY AND ALL EXISTING P.V.C. PIPING WITH LOCAL CODE ALLOWABLE MATERIALS THROUGHOUT LEASED PREMISES. 32. ALL PLUMBING AND ELECTRICAL ROUGH-IN TO BE NEW AND ELECTRICAL SERVICE CONDUIT AND WIRE TO THE DEMISED PREMISES TO BE EXTENDED TO THE POINT OF NEW PANELS BY THE CONTRACTOR AS NECESSARY AND SHOWN ON CONTRACT DOCUMENTS. GENERAL CONTRACTOR TO FIELD VERIFY THAT THESE UTILITY LINES ARE AT OR ADJACENT TO TENANT'S SPACE AS NOTED AND AT THE SIZE SPECIFIED, BASED ON GENERAL CONTRACTOR'S OR SUBCONTRACTOR'S PRE-BID REVIEW OF PREMISES. IF THE UTILITIES ARE NOT IN LOCATIONS AS NOTED ON THE CONTRACT DOCUMENTS OR OF A SIZE LARGER OR SMALLER THAN NOTED, THIS CONTRACTOR IS TO MODIFY THE SERVICE ACCORDINGLY WITH EITHER NEW CONDUIT AND / OR NEW COPPER SERVICE WIRE EXTENDING BACK TO LANDLORD'S ELECTRICAL / METER ROOM SERVICE POINT, AND INCLUDE SUCH COSTS IN THE BID TO THE TENANT. 33. THE GENERAL CONTRACTOR WILL FURNISH AND INSTALL A COMPLETE MECHANICAL SYSTEM AS DIRECTED IN THE CONSTRUCTION DOCUMENTS. GENERAL CONTRACTOR'S MECHANICAL CONTRACTOR(S) ARE REQUIRED TO COORDINATE WITH ALL OTHER CONTRACTORS ON JOB TO MAINTAIN TENANT'S CEILING HEIGHT, LIGHT FIXTURE LOCATION, SPRINKLER BRANCH LINES, ETC. 34. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL SUBCONTRACTOR TO ENGINEER AND INSTALL ALL NECESSARY MISC. STRUCTURAL STEEL SHAPES. 35. THE GENERAL CONTRACTOR AND / OR ITS ELECTRICAL SUBCONTRACTOR SHALL VERIFY ALL EQUIPMENT SPECIFICATIONS AND REQUIREMENTS WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. THIS CONTRACTOR TO VERIFY AMPERAGE / VOLTAGE SPECIFICATIONS, WIRING SIZES AND REQUIREMENTS (SERVICE AND PANEL SPECIFICATION) WITH THE EQUIPMENT SUPPLIERS, AND CHECK THE CONTRACT DOCUMENTS FOR MISCALCULATIONS, IN COORDINATION WITH EQUIPMENT SPECIFICATIONS FOR EQUIPMENT SUPPLIED BY THE TENANT, THE CONTRACTORS OR OTHER SOURCES (AS SPECIFIED BY THE ARCHITECT) AS A DOUBLE CHECK TO ASCERTAIN PROPER INSTALLATION OF EQUIPMENT AT THE CORRECT AMPERAGE / VOLTAGE AND WIRING SIZE. NO LIGHT FIXTURES ARE TO BE ORDERED UNTIL THIS "DOUBLE CHECK" TAKES PLACE. 36. THE GENERAL CONTRACTOR AND / OR ELECTRICAL SUBCONTRACTOR IS TO INSTALL EMERGENCY AND EXIT LIGHTING, AS REQUIRED BY LOCAL CODE OR AGENCIES HAVING JURISDICTION OVER THE PROJECT UNLESS NOTED OTHERWISE IN THE APPLICABLE "RESPONSIBILITY SCHEDULE". THE EXIT / EMERGENCY LIGHTING SHOULD BE PROPERLY LABELED AND APPROVED TYPE LOCKOUTS INSTALLED. 37. THE ELECTRICAL SUBCONTRACTOR IS TO PROVIDE A CIRCUIT DIRECTORY WITH PROPER PHASING AND BALANCING, WHICH IS TO CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND UNDERWRITER'S CODE. THE SIGN(S) JUNCTION BOX PERMIT IS TO BE INCLUDED IN THE WORK FOR THE ELECTRICAL SUBCONTRACTOR AND THE BOX IS TO BE SUPPLIED BY THIS CONTRACTOR AND PROPERLY LABELED. 38. ALL SWITCH / OUTLET PLATES / COVERS TO BE FINISHED IN SAME COLOR / WALL COVERING AS ADJACENT WALL FINISHES, UNLESS NOTED OTHERWISE. FACTORY PAINTED GRILLES, DIFFUSERS, METAL TRIM (BUCKS, ETC.), ACCESSORIES, SWITCH AND OUTLET PLATES, ETC., ARE TO BE PAINTED TO MATCH ADJACENT SURFACE IN AN ENAMEL, CLEANABLE FINISH, OR AS SPECIFIED ON THE CONTRACT DOCUMENTS. 39. THE GENERAL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO FABRICATION AND INSTALLATION, AND SUBMIT SAMPLE MATERIAL, COLOR AND FINISHES TO ARCHITECT FOR APPROVAL. 40. THE CONSTRUCTION DRAWINGS LISTED IN THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON THE BEST INFORMATION AVAILABLE TO THE TENANT DURING PREPARATION OF THE CONTRACT DOCUMENTS. IN THE EVENT THAT PROBLEMS ARISE DURING THE COURSE OF THE PROJECT, DUE TO UNKNOWN SITE CONDITIONS OR CODE AND LANDLORD REQUIREMENTS (IF ANY) THAT CONFLICT WITH THE CONTRACT DOCUMENTS, THE GENERAL CONTRACTOR SHALL INFORM ARCHITECT. SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 G101 GENERAL NOTES DAL SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 G102 FINISH SCHEDULE DAL 1 36" AISLE48"X18"48"X24"48"X24"AIR SCRUBBER 48" DESK- SITTING48" DESK- SITTING48" DESK- STANDING48" DESK- STANDINGATMATM 48"X24"48"X24"48"X24"FE FE FE GLASS DOORMERCHANDISINGREFRIGERATORGLASS DOORMERCHANDISINGREFRIGERATOR36" AISLE48"X18"48"X24"48"X24"48"X24"48"X24"48"X24"48" DESK- STANDING48" DESK- STANDINGTOPICALS FLOWER & PREROLLCARTS & DISPOSABLESSTORYTELLING STORYTELLINGACCESSORIESEDIBLESCONCENTRATESMICRO48" DESK- STANDINGSTORYTELLINGFESOUNDSYSTEM SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY: 1 12-22-2020 - PER CITY & CLIENT COMMENTS ARREXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 A100 FLOOR PLAN DAL SCALE:1/4"=1'-0" FLOOR PLAN KEY NOTES - FLOOR PLAN 1 11 12 13 14 15 16 17 18 19 20 1 D/A410 C/A410A/A410B/A410 LEASE LINE1 2 3 NEW ELECTRICAL PANELS & EQUIPMENT REFER TO ELECTRICAL DRAWINGS 4 5 6 7 8 9 10 NEW DATA / SECURITY CABINET. REFER TO ELECTRICAL DRAWINGS. ASSOC. ENTRANCE / DELIVERIES UNISEX TOILETROOM CASH ROOM OFFICE TELLERS ELECTRICAL / DATA / SECURITY EQUIPMENT SECURE STORAGE CHECK-IN / RECEPTION 295 SF RECEPTION LOBBY SALES HALLWAY MOBILE POS LOUNGE A411 Q R N P 1 9 3 2 11 4 8 6 12 5 7 A120 1 1 1 A410 M J K L A410 Q A O P A/A411A/A411B/A411 B/A411 C/A411D/A411 A400 J K L M BUILDING SPRINKLER ROOM N.I.C. BUILDING ELECTRICAL ROOM N.I.C. MAIN ENTRY / EXIT EXTERIOR PARKING EXTERIOR EXTERIOR ADJACENT TENANT 2 3 NEW ADA COMPLIANT HIGH-LOW DRINKING FOUNTAIN REFER TO PLUMBING DRAWINGS 5 MOBILE / FIXED SHELVING SYSTEM. EMPLOYEE LOCKERS. 6 7 OFFICE/ CASH ROOM DESKS. REFRIGERATOR. 8 9 AIR SCRUBBER SYSTEM- MOBILE UNIT ON CASTERS. NOT USED KITCHEN CABINETS - REFER TO INTERIOR ELEVATIONS & FINISH SCHEDULE. QUEUE STANCHION ASSEMBLY. FIRST AID KIT SUPPLIED AND INSTALLED BY SUPPLIES VENDOR. 16 18 9 COUNTERTOP MICROWAVE 48" X 36" WHITE BOARD 21 22 23 24 25 26 27 SOUND SYSTEM AMPLIFIER- REFER TO INTERIOR ELEVATIONS, ELECTRICAL & VENDOR DRAWINGS. ALL INTERIOR WALLS EXPOSED TO BOH/ SALES & EXTERIOR WALLS & CEILING IN THE TELLER & SECURE STORE ROOMS TO RECEIVE CLARK-DIETRICH BM50 - 13 GA. STEEL SECURITY BARRIER MESH BETWEEN FRAMING AND DRYWALL FINISH. 12" DEEP WALL SHELVING ON ADJUSTABLE WALL STANDARDS. REFER TO INTERIOR ELEVATIONS & A531. NEW MOP SINK- REFER TO PLUMBING DRAWINGS 12 12 11 69 SF 82 SF 40 SF 252 SF 43 SF 67 SF 794 SF 207 SF ACCESSIBLE DOOR NOTE: DASHED BOXES AT ACCESSIBLE DOORS REPRESENT THE REQUIRED MANEUVERING CLEARANCES FOR PUSH AND PULL SIDES. DISCRIPTIONTYPE WALL SHELVING SCHEDULE A SITTING DESK WALL SHELVING DETAIL 1/A531 B STANDING DESK WALL SHELVING 2/A531 C FULL WALL SHELVING 10" SPACING 3/A531 D FULL WALL SHELVING 12" SPACING 4/A531 B 12 A GLASS DOOR REFRIGERATOR. FLOOR SAFES 48" X 36" CORK BOARD 20 12 C 12 C 11 B 20 9 453 SF WALL MOUNTED QUE MONITOR- REFER TO ELECTRICAL DRAWINGS & INTERIOR ELEVATIONS. 4 12 D PORTABLE FIRE EXTINGUISHER. COORDINATE EXACT LOCATION & QUANTITY WITH LOCAL FIRE OFFICIAL 13 13 21 12 D 21 A410 G H E F FIXTURE/ FURNISHINGS NOTE: 1. REFER TO A103 FOR ADDITIONAL FIXTURE/ FURNISHINGS INFORMATION & RESPONSIBILITY SCHEDULE. 2. REFER TO FIXTURE/ FURNISHINGS ADDENDUM FOR ITEM SPECIFICATIONS. 12 C 1/A51022 24 23 NEW 3" X 3" X 1 4" STEEL SUPPORT POSTS FOR ROLL-UP SECURITY DOOR - REFER TO A510 & STRUCTURAL DRAWINGS. MOTORIZED CORNELL ROLLING SECURITY DOOR BY G.C.- REFER TO 1/A510. STAINLESS STEEL PASS-THRU COUNTER AND OPENING SURROUND PROVIDED BY & INSTALLED BY G.C. 22 C/A400 C/A400 D/A400B/A400BA400A/A400 E/A400 A/A400 10 17 15 19 13 13 25 TR ALCOVE 37 SF FA400G/A400 H/A400A411 F G H E WALL SHELVING NOTES: 1. G.C. TO PROVIDE 12" F.R.T. FULL WALL BACKING AT WALL SHELVING LOCATIONS. USE OF PARTIAL BACKING, SCREWING DIRECTLY TO STUDS OR EXPANSION FASTENERS IS NOT ACCEPTABLE. 2. WALL STANDARDS TO BE AT A MAXIUMUM OF 24" O.C. 3. ALL SHELF ENDS THAT DO NOT END INTO ADJACENT WALL/ INSIDE CORNER TO RECEIVE CHAMFERED SHELF CORNER. 4. ALL SHELVING EDGED TO BE FINISHED. 5. REFER TO A531 FOR ADDITIONAL INFORMATION. 26 26 1 1 1 12 1 WALL LEGEND NOTES: 1. WALL LEGEND AND NOTES THAT FOLLOW PROVIDE DIRECTION FOR PRIMARY WALL STRUCTURE. REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR WALL FINISH DIRECTION. 2. G.C. TO INSTALL ALL REQUIRED BLOCKING FOR CASEWORK, FIXTURES, EQUIPMENT, ETC. REFER TO FLOOR PLANS, SECTIONS, DETAILS AND VENDOR SHOP DRAWINGS FOR BLOCKING TYPE AND LOCATIONS. 3. STUD SIZES ARE 2-1/2", 3-5/8", 6", OR 8" AND ARE IDENTIFIED ON FLOOR PLANS. 4. ALL DIMENSIONS IDENTIFIED ON FLOOR PLANS ARE TO ROUGH FRAMING (STUD TO STUD). 5. DIMENSIONS FROM EXISTING WALLS ARE TO FINISH FACE OF WALL. 6. ALL METAL STUDS TO BE 20 GA. UNLESS IDENTIFIED OTHERWISE IN STRUCTURAL DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 7. G.C. TO USE MOISTURE RESISTANT GYPSUM BOARD (GREENBOARD) ON TOILET ROOM WALLS AND KITCHENETTE AREAS. 8. ROUGH DOOR OPENINGS FOR COMMON DOORS - ALL ROUGH DOOR OPENINGS TO BE LOCATED 4" OFF ADJACENT WALL AT HINGE SIDE JAMB- UNLESS DIMENSIONED OTHERWISE. 9. AT ALL EXISTING WALLS, PROVIDE FIRE RETARDANT/ NON-COMBUSTIBLE BLOCKING AS REQUIRED WHERE FIXTURES, ACCESSORIES, HARDWARE, MILLWORK OR OTHER HEAVY OBJECTS ARE TO ANCHORED. PATCH AND REPAIR EXISTING WALLS AS REQUIRED TO MAINTAIN REQUIRED FORE RATING. 10. WALLS SURROUNDING WASHROOM TO BE FULLY INSULATED & PROVIDE ACOUSTIC SEALANT FOR SOUND. 8'-714" ;26'-758" EXISTING - V.I.F. ;26'-6" EXISTING - V.I.F.;25'-538"EXISTING - V.I.F.;5'-5"EXISTING - V.I.F.;20'-012"EXISTING - V.I.F.358"8'-8"27'-034" ;44'-1114" EXISTING - V.I.F.2'-9"24'-0"358";49'-678"EXISTING - V.I.F.358"25'-112" ;25'-518" EXISTING - V.I.F. ;6'-414" EXISTING - V.I.F.6'-014"358"1'-758"3'-2"R.O.1'-938"358"8'-314"358"9'-914";19'-212"EXISTING - V.I.F.358" ;7'-158" EXISTING - V.I.F.16'-1138"2'-9"5'-3"358"16'-1112"1'-1138"358"6'-9"358"358"238"358"3'-838"3'-2"R.O.4"358"1158"3'-2"R.O.7'-838"358"4'-10"25'-112"358"12'-414"14'-312"4"4"58" 358"7'-712"358"5'-714"358"5'-7"35 8" 1'-158" 3'-2" R.O.4"358" 3'-514" 6" 18'-314" 6" 4'-414"9'-014"358"14'-638"2'-114"35 8"9'-1"634"9'-014"358"2'-958"3'-714"778"7'-2"358"7'-058"8'-1158"358"7'-714"35 8"6'-458"3'-2" R.O. 4"2'-1"834" 3"18'-73 4" TUBE STEEL TO TUBE STEEL 3" WALL LEGEND EXISTING WALL ASSEMBLY TO REMAIN EXISTING WALL LEGEND NOMENCLATURE E - EXISTING F - FURRING W - WOOD R - FIRE RATED ASSEMBLY S - STEEL P - PARTIAL HEIGHT WALL ( WALLS THAT DO NOT GO TO DECK) M - MASONRY D - WALL BUILT TO DECK ABOVE (FULL HEIGHT WALL) C - CONCRETE T - METAL STUDS BUILT TO B.O. TRUSS ABOVE NEW METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM BOARD BOTH SIDES. CONSTRUCT METAL STUDS TO B.O. WOOD TRUSSES ABOVE. INSTALL GYP. BD. TO 6" ABOVE ADJACENT CEILING. REFER TO FLOOR PLANS FOR STUD SIZES. METAL STUD - GYP. BD. METAL STUD - GYP. BD. EXISTING STRUCTURAL SHEAR WALL ASSEMBLY TO REMAIN. G.C. TO CONTACT ARCHITECT PRIOR TO MAKING ANY PENETRATIONS THROUGH SHEAR WALL SHEATHING. EXISTING NEW METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM BOARD ONE SIDE. CONSTRUCT METAL STUDS TO B.O. WOOD TRUSSES ABOVE. INSTALL GYP. BD. TO 6" ABOVE ADJACENT CEILING. REFER TO FLOOR PLANS FOR STUD SIZES. NEW METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM BOARD ONE SIDE. CONSTRUCT WALL ASSEMBLY TO ROOF DECK ASSEMBLY ABOVE. REFER TO FLOOR PLANS FOR STUD SIZES. METAL STUD - GYP. BD. NEW METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM BOARD BOTH SIDES. CONSTRUCT WALL ASSEMBLY TO ROOF DECK ASSEMBLY ABOVE. REFER TO FLOOR PLANS FOR STUD SIZES. METAL STUD - GYP. BD. SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY: 1 12-22-2020 - PER CITY & CLIENT COMMENTS ARREXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 A101 FRAMING PLAN DAL SCALE:1/4"=1'-0" FRAMING PLAN EXISTING 5" x 5" HSS COLUMN TO REMAIN - V.I.F. KEY NOTES - FRAMING PLAN 1 2 3 4 5 6 7 LINE OF EXISTING CONCRETE SLAB EDGE AROUND PERIMETER. G.C. TO INFILL REMAINDER OF INTERIOR WITH NEW CONCRETE SLAB. REFER TO STRUCTURAL DRAWINGS. 2 2 G.C. TO INSTALL NEW LAYER OF 5/8" GYP. BD. ON EXISTING WALL ASSEMBLY FROM FINISHED FLOOR UP TO 6" ABOVE FINISHED CEILING. FACE OF METAL STUD ALIGNED WITH FACE OF ENTRY DOOR FRAME ST1 E2 E2 E2 E2 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 BUILDING SPRINKLER ROOM N.I.C. BUILDING ELECTRICAL ROOM N.I.C. EXTERIOR PARKING EXTERIOR EXTERIOR ADJACENT TENANT ST2 ST2 ST2 ST2 ST1 ST1 ST2 1 1 1 1 1 1 3 4 1 9 3 2 11 4 8 6 12 5 7 ST2ST2 SD1 ST2 SD2 SD2ST2 SD2 SD1 2 ST2 ST2 ST2 ST2 ST2 1/A510ST2 ST2 ST1 ST2 1 2 1 11 5 5 NEW 3" SQ. STEEL POST ASSEMBLY SUPPORTS FOR ROLL-UP SECURITY DOOR. REFER TO A510 & STRUCTURAL DRAWINGS. WALL OPENING FOR PASS-THRU COUNTER. REFER TO A510. 6 DASHED LINE INDICATED - INTERIOR WALLS EXPOSED TO BOH/ SALES & EXTERIOR WALLS & CEILING IN THE TELLER & SECURE STORE ROOMS TO RECEIVE CLARK-DIETRICH BM50 - 13 GA. STEEL SECURITY BARRIER MESH BETWEEN FRAMING AND DRYWALL FINISH.1 7 77 36" AISLE48"X18"48"X24"48"X24"AIR SCRUBBER 48" DESK- SITTING48" DESK- SITTING48" DESK- STANDING48" DESK- STANDINGATMATM 48"X24"48"X24"48"X24"FE FE FE GLASS DOORMERCHANDISINGREFRIGERATORGLASS DOORMERCHANDISINGREFRIGERATOR36" AISLE48"X18"48"X24"48"X24"48"X24"48"X24"48"X24"48" DESK- STANDING48" DESK- STANDINGTOPICALS FLOWER & PREROLLCARTS & DISPOSABLESSTORYTELLING STORYTELLINGACCESSORIESEDIBLESCONCENTRATESMICRO48" DESK- STANDINGSTORYTELLINGFESOUNDSYSTEM SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 A102 FIXTURE FLOOR PLAN DAL SCALE:1/4"=1'-0" FIXTURE FLOOR PLAN ASSOC. ENTRANCE / VAULT DELIVERIES CASH ROOM PURCHASING TELLERS ELECTRICAL / DATA / SECURITY EQUIPMENT SECURE STORAGE CHECK-IN / RECEPTION SALES HALLWAY T.R. ALCOVE BUILDING SPRINKLER ROOM N.I.C. BUILDING ELECTRICAL ROOM N.I.C. MAIN ENTRY / EXIT EXTERIOR PARKING EXTERIOR EXTERIOR ADJACENT TENANT 100F101F 102F 108F 200F 201F 400F 402F 401F 402F 401F 402F 400F 402F 410F 403F 407F 406F 405F 402F 409F 103F 104F 105F 106F 107F 108F 402F 410F 400F 402F 400F 402F 411F 302F 302F 402F 402F 303F 304F 408F 400F 402F 411F 402F 100F 109F 109F 110F 111F SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 A103 FINISH PLAN DAL 1WF SCALE:1/4"=1'-0" FINISH PLAN ASSOC. ENTRANCE / VAULT DELIVERIES UNISEX TOILETROOM CASH ROOM PURCHASING ELECTRICAL / DATA / SECURITY EQUIPMENT SECURE STORAGE CHECK-IN / RECEPTION SALES HALLWAY 3PT 1B 1SC 2PT 1B 1SC 2PT 1B 1SC WALL: FLOOR: BASE: WALL: FLOOR: BASE: WALL: FLOOR: BASE: WALL: FLOOR: BASE: WALL: FLOOR: BASE: BUILDING SPRINKLER ROOM N.I.C. BUILDING ELECTRICAL ROOM N.I.C. MAIN ENTRY / EXIT EXTERIOR PARKING EXTERIOR EXTERIOR ADJACENT TENANT T.R. ALCOVE 1PT 1B 1SC WALL: FLOOR: BASE: KEY NOTES - FINISH PLAN G.C. TO INSTALL OPAQUE WINDOW FILM ON INTERIOR SIDE OF EXISTING GLAZING PRIOR TO INSTALLING NEW WALLS.1 2 2PT 1B 1SC 2PT 1B 1SC 1GF 2PT 1B 1SCFLOOR: BASE: 1WF 1WF 2 2 1 FLOOR: BASE:1B 1SC 2PTWALL: WALL: FLOOR: BASE: 2PT 1B 1SC 1PT 1PT 1PT 1PT 1GF 1PT 1WP 1PT 1PT 1B 1SCFLOOR: BASE: 2PT TELLERS 1B 1SCFLOOR: BASE: 2PT G.C. TO INSTALL OPAQUE WINDOW FILM ON INTERIOR SIDE AND SECURITY/ ANTI GRAFFITI FILM ON THE EXTERIOR OF EXISTING GLAZING. 2WF 2WF 2WF TOILET ROOM GENERAL NOTES: 1. THE TOILET ROOM SHALL CONFORM TO ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS INCLUDING, BUT NOT LIMITED TO HANDICAPPED ACCESSIBILITY REGULATIONS. 2. ALL TOILET ROOM ACCESSORIES AND FIXTURES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. ALL CONSTRUCTION AND MOUNTING HEIGHTS SHALL COMPLY WITH ALL APPLICABLE CITY, STATE AND FEDERAL ACCESSIBILITY REGULATIONS. COORDINATE WITH ARCHITECT FOR ALL QUESTIONABLE MOUNTING HEIGHTS. 3. REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION AND SPECIFICATIONS REGARDING PLUMBING FIXTURES. 4. ALL TOILET ROOM FINISHES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. REFER TO FINISH SCHEDULE FOR FINISHES. 5. THE PLUMBING CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH LANDLORD'S CRITERIA FOR THIS LOCATION AND INCLUDE ANY WORK REQUIRED OF THIS CRITERIA (IF APPLICABLE), WHICH IS NOT SPECIFICALLY NOTED IN THESE DRAWINGS AND SPECIFICATIONS. 6. CONTRACTOR TO PROVIDE CONCEALED WOOD BLOCKING OR 20 GA. METAL BACKING PLATES AT ALL WALL MOUNTED TOILET ROOM ACCESSORIES. 7. CAULK ALL BATHROOM FIXTURES AND ACCESSORIES WITH WHITE DAP 50 YEAR PREMIUM ELASTOMERIC LATEX SEALANT. 8. G.C. TO VERIFY THAT WATER CLOSET FLUSH CONTROL HANDLE IS LOCATED ON THE ACCESSIBLE SIDE OF THE TOILET (NOT WALL SIDE). 9. PROVIDE LATICRETE #9235 WATERPROOFING & ANTI-FRACTURE MEMBRANE, OR EQUAL, AT BATHROOM FLOORS, INSTALL PER MANUFACTURERS RECOMMENDATIONS. CONTINUE WATERPROOFING MEMBRANE A MINIMUM OF 6" AT ALL VERTICAL SURFACES. BOBRICK B-6806 X 18. ALL MOUNTING SHALL BE CONCEALED.18" GRAB BAR 1 1/2" (VERTICAL) CINTAS SIGNATURE SERIES SUPPLIED & INSTALLED BY SUPPLIES VENDORPAPER TOWEL DISPENSER BOBRICK B-6806 X 42. ALL MOUNTING SHALL BE CONCEALED.42" GRAB BAR 1 1/2" BOBRICK B-6806 X 36. ALL MOUNTING SHALL BE CONCEALED. CINTAS SIGNATURE SERIES SUPPLIED & INSTALLED BY SUPPLIES VENDOR BOBRICK B-165 2436 MIRROR WITH STAINLESS STEEL FRAME 36" GRAB BAR 1 1/2" SANITARY NAPKIN DISPOSAL TOILET PAPER DISPENSER MANUFACTURER / MODEL NO.DESCRIPTION MIRROR TOILET ACCESSORIES SCHEDULE BOBRICK B-2116COAT HOOK MOP RACK BOBRICK B-270 WALL MOUNTED SOAP DISPENSER KOALA CARE KB111-SSREBABY CHANGING STATION BOBRICK B-223 x 24 TRASH CAN CINTAS SIGNATURE SERIES SUPPLIED & INSTALLED BY SUPPLIES VENDOR CINTAS SIGNATURE SERIES SUPPLIED & INSTALLED BY SUPPLIES VENDOR AIR FRESHENER CINTAS SIGNATURE SERIES SUPPLIED & INSTALLED BY SUPPLIES VENDOR 58"358"7'-712"358"2'-114"358"3'-23 8"358"6"9'-014"358"58"35 8" 7'-712" 358" 5'-714" 358"4"358"414"2'-958"358"3'-714"2'-0"3'-0"CL 18" MIN. 12"42" 39" 8" 36"6" 42" 18" HOLD3'-0"3'-0"2'-0"3'-0"2'-10" (MAX)2'-5" (MIN)2'-4"6"1'-6"REFLECT. AREA EL.: 3'-4" A.F.F. MAX. CL ELEVATION AELEVATION BELEVATION CELEVATION D SCALE:1/2" = 1'-0" (FOR ACCESSORY PLACEMENT ONLY)A120 TYPICAL TOILET ROOM ELEVATIONS- PUBLIC4 INSULATE PIPING. REFER TO PLUMBING DRAWINGS 1CT 1CT 1CT 1CT 1PT 1CT 1PT 1CT 1PT 1CT TOP OF TILE EL.: 4'-4" A.F.F. GYP. BD. CEILING EL.: 9'-0" A.F.F. TOP OF TILE EL.: 4'-4" A.F.F. GYP. BD. CEILING EL.: 9'-0" A.F.F. AIR FRESHENER EL.: 7'-0" A.F.F. TOP OF TILE EL.: 4'-4" A.F.F. GYP. BD. CEILING EL.: 9'-0" A.F.F. TOP OF TILE EL.: 4'-4" A.F.F. GYP. BD. CEILING EL.: 9'-0" A.F.F. SWITCH (HOLD) EL.: 3'-6" A.F.F. TOP OF TILE EL.: 5'-8" A.F.F. 1PT 1CT SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 A120 DAL ENLARGED PLAN / ELEVATIONS - TOILET ROOMS SCALE: 1/2" = 1'-0"A120 TOILETROOMS - ENLARGED PLAN1 2/A120 A D C B HIGH/LOW DRINKING FOUNTAIN. REFER TO PLUMBING AND ELECTRICAL DWGs. SEE WALL LEGEND FOR WALL DESCRIPTIONS WALL TYPE TAGS E1 ST2 ST2 ST2 G UNISEX TOILETROOM TOILET ROOM ALCOVE 9 ST1 ST2 KITCHEN SINK- REFER TO PLUMBING AND ELECTRICAL DWGs. MOP SINK- REFER TO PLUMBING AND ELECTRICAL DWGs. ST2 BACK OF HOUSE SALESEXTERIOR SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 A130 ROOF PLAN DAL SCALE:1/4"=1'-0" ROOF PLAN LEASE LINE EXISTING ROOF DRAIN TO REMAIN. NEW ROOFTOP HVAC UNIT - COORDINATE IN FIELD TO CENTER BETWEEN ROOF TRUSSES. REFER TO MECHANICAL DRAWINGS & STRUCTURAL DRAWINGS. NEW ROOFTOP EXHAUST FAN - COORDINATE IN FIELD TO CENTER BETWEEN ROOF TRUSSES. REFER TO MECHANICAL DRAWINGS. KEY NOTES - ROOF PLAN 1 2 3 4 5 6 4 4 1 1 1 1 ROOF INSULATION NOTE: EXISTING ROOF IS NOT INSULATED. G.C. TO INSTALL R-38 BATT INSULATION TO EXISTING TRUSS BOTTOM CHORDS THROUGHOUT ENTIRE LEASE AREA. 2 2 EXISTING ROOF HATCH TO REMAIN. 3 5 1 NEW EXHAUST DUCT - COORDINATE IN FIELD TO CENTER BETWEEN ROOF TRUSSES. REFER TO MECHANICAL DRAWINGS. 6 F1 F1 F1F1 EZC EZC TH1 TH1 S F1-EM F1-EM F1 EZC F1-EM F1-EM F1 F1 S S S F1-EM P1 P1 P1 TH1 D3 D3 D3 D3D3 D3 D3 D3-EM D3-EM D3D3 D3-EMD3-EM S EZC F1-EM EZC F1 F1-EM F1 D3-EM FE FE FE DEHUMIDIFIERSUSPENDEDT1-4'-0" TH1 TH1 T1-8'-0" TH1 TH1TH1 T1-10'-0" F1F1 F1-EM F1-EM F1-EM F1 F1 EZC TH1TH1TH1TH1 T1-16'-0" TH1 TH1 TH1TH1TH1TH1TH1 D3D3 TH1 TH1 TH1 TH1 TH1 T1-4'-0"TH1 TH1T1-4'-0"TH1 TH1T1-4'-0"D3 D3-EM FE D3 D3D3 D3 P2 P2 D3 D3-EM D3 D3 D3 D3-EM D1-EM D1 D1-EMD1 D1 D1 TH1 T1-4'-0" TH1 TH1 T1-4'-0" TH1 S S S SSOUNDSYSTEMEQ4'-0"EQEQ3'-8"EQEQEQEQ EQ 3'-458"5'-6"2'-534"6'-0"6'-0"6'-0"4'-1034"4'-03 4"3'-1038"EQEQEQ EQ 2'-1112"3'-614"5'-6"1'-1034"2'-0"3'-838"3'-018"6'-234"9'-412"5'-107 8" 3'-1"6'-0"6'-0"3'-1"5'-258"6'-834"6'-834"5'-258"2'-538"10'-67 8"10'-678"3'-438" 6'-0"6'-0" 3'-1018"6'-0"8'-0"8'-0"8'-0"3'-1114"1'-1034"6'-0"6'-0"6'-0"4'-0"3'-0"5'-93 4" 2'-038"8'-0"8'-0"6'-0"3'-0"4'-1"2'-112"8'-0"4'-358"4'-538"3'-0"3'-0"4'-218"2'-0"8'-518"1'-6"1'-6"2'-9"2'-9" 1'-6"1'-6"SCALE:1/4"=1'-0"REFLECTED CEILING PLAN GYP BOARD ACCESS PANEL, SEE DETAIL ON SHEET A200. - 3PTGYP. BD. CEILINGEL.: 9'-6" A.F.F. GYP. BD. HEADEREL.: 8'-0" A.F.F. GYP. BD. CEILINGEL.: 11'-0" A.F.F. ACT CEILINGEL.: 11'-0" A.F.F. ACT CEILINGEL.: 10'-0" A.F.F. GYP. BD. CEILINGEL.: 10'-6" A.F.F. 2PT 3PT 1AC 1AC KEY NOTES - REFLECTED CEILING PLAN1 ACT CEILINGEL.: 11'-0" A.F.F.1AC OPEN (NO CEILING)EL.: ;14'-0" A.F.F.B.O. EXIST. WD. TRUSS B.O. EXIST. EIFS CANOPYEL.: ;10'-0" A.F.F.T.O. EXIST. STOREFRONT GYP. BD. CEILINGEL.: 11'-0" A.F.F. SCALE:NONEA200DETAIL - SUSPENDED CEILING - SEISMIC1 SCALE:NONEA200DETAIL - CEILING ACCESS PANELS1 GYP. BD. CEILINGEL.: 11'-0" A.F.F. GYP. BD. CEILINGEL.: 9'-0" A.F.F. 1 3PT 1/A510 GYP. BD. HEADEREL.: 8'-0" A.F.F.2PT 1 1 11 3PT 3PT 3PT CEILING LEGEND TYPE DESCRIPTION RECESSED SPEAKERS. REFER TO VENDOR AND ELECTRICAL DWGs. SUPPLY AIR DIFFUSER REFER TO MECHANICAL DWGs. RETURN AIR / EXHAUST AIR GRILLE REFER TO MECHANICAL DRAWINGS G.C. TO INSTALL CEILING ACCESS PANELS AS NEEDED. TO MATCH ADJACENT CEILING FINISHES. REFER TO DETAILS. EXIT LIGHT - WALL MOUNTED SINGLE OR DUAL FACE WITH TEST SWITCH AND POWER INDICATOR LIGHT. REFER TO LIGHTING SCHEDULE. EXIT LIGHT - SURFACE CEILING MOUNTED SINGLE OR DUAL FACE WITH TEST SWITCH AND POWER INDICATOR LIGHT. EC TO "SNAP" OUT ARROWS AS INDICATED ON LIGHTING PLAN. REFER TO LIGHTING SCHEDULE. EXC EXW EMH RECESSED MTD. EMERGENCY LIGHT WITH TWO HEADS, 90 MIN. BATTERY BACKUP, TEST SWITCH AND POWER INDICATOR LIGHT. STANDARD 15 MIN. RETRANSFER DELAY. PAINT PANEL DOOR TO MATCH PLASTER BOARD CEILING COLOR BAUCO ACCESS PANEL SOLUTIONS- MODEL BAUCO-PLUS II 20" X 20" 20{" ROUGH OPENING 20" ACCESS PANEL NOTE: G.C. TO LOCATE CEILING ACCESS PANELS AS REQUIRED FOR EASY ACCESS TO SERVICE HVAC COMPONENTS & LANDLORD EQUIPMENT. SALES: GYP. BD. CEILING SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 A200 REFLECTED CEILING PLAN DAL SCALE:1/4"=1'-0" REFLECTED CEILING PLAN GYP BOARD ACCESS PANEL, SEE DETAIL ON SHEET A200. 3PT GYP. BD. CEILING EL.: 9'-6" A.F.F. GYP. BD. HEADER EL.: 8'-0" A.F.F. GYP. BD. CEILING EL.: 11'-0" A.F.F. ACT CEILING EL.: 11'-0" A.F.F. ACT CEILING EL.: 10'-0" A.F.F. GYP. BD. CEILING EL.: 10'-6" A.F.F. 2PT 3PT 1AC 1AC KEY NOTES - REFLECTED CEILING PLAN 1 ACT CEILING EL.: 11'-0" A.F.F. 1AC OPEN (NO CEILING) EL.: ;14'-0" A.F.F. B.O. EXIST. WD. TRUSS B.O. EXIST. EIFS CANOPY EL.: ;10'-0" A.F.F. T.O. EXIST. STOREFRONT GYP. BD. CEILING EL.: 11'-0" A.F.F. SCALE:NONEA200 DETAIL - CEILING ACCESS PANELS1 GYP. BD. CEILING EL.: 11'-0" A.F.F. GYP. BD. CEILING EL.: 9'-0" A.F.F. 1 3PT 1/A510GYP. BD. HEADER EL.: 8'-0" A.F.F. 2PT 1 1 11 3PT 3PT 3PT PAINT PANEL DOOR TO MATCH PLASTER BOARD CEILING COLOR BAUCO ACCESS PANEL SOLUTIONS- MODEL BAUCO-PLUS II 20" X 20" 203 8" ROUGH OPENING 20" ACCESS PANEL NOTE: G.C. TO LOCATE CEILING ACCESS PANELS AS REQUIRED FOR EASY ACCESS TO SERVICE HVAC COMPONENTS & LANDLORD EQUIPMENT. SALES: GYP. BD. CEILING START FIRST CLG. PANEL 3/4" MAX. FROM WALL TYP. NOTE #4 WALL ANGLE 2" MAX. TYP. BRACING LATERAL NOTE #1 45° MAX. TYP. CROSS "T" COMPRESSION POST NOTE #3 LATERAL BRACING NOTE #1 MAIN RUNNER 45° MAX. TYP. NOTES (ALSO REFER TO EVALUATION REPORTS No. ER-4071, ER-2244, ER-5691, ER-1994): 1. LATERAL BRACING CLUSTER: (4) 12 GA. GALV. SOFT-ANNEALED MILD STL. WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS "T" AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45° MAX. ABOVE HORIZ. CLUSTERS PLACED 12'-0" x 8'-0" O.C. AND 4'-0" MAX. FROM EACH WALL. WIRES SHOULD BE TAUT WITHOUT CAUSING CELIING TO LIFT. ATTACH WITH MIN. 4 TIGHT TURNS IN 1\" BOTH ENDS OF WIRE. 2. SUSPENSION WIRE: 12 GA. GALV. VERTICAL HANGAR WIRES. SECURE WIRE TO MAIN RUNNER WITHIN 2" OF CROSS "T". SUSP. WIRES TO OCCUR AT 4'-0" O.C. MAX. EACH WAY W/ MIN. 3 TIGHT TURNS IN 1\" BOTH ENDS. 3. COMPRESSION POST (VERTICAL STRUT): FASTENED TO THE MAIN RUNNER EXTENDED TO AND FASTENED TO THE STRUCTURE ABOVE AND SPACED NOT MORE THAN 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET OF THE WALL. COMPRESSION POST TO BE STEEL SECTION WITH L/R RATIO OF 200 MAX. ATTACH TO MAIN RUNNERS WITH |" MACHINE BOLTS TO STRUCTURE WITH 3/16" DIA. POWER DRIVEN STUDS. 4. PROVIDE WALL ANGLE WITH MINIMUM 2" HORIZONTAL LEG AT PERIMETER WALLS AND INTERIOR FULL HEIGHT PARTITIONS. 5. FIRST CEILING TILE SHALL MAINTAIN 3/4" CLEARANCE FROM FINISH WALL SURFACE. 6. ALL SPRINKLER HEADS SHALL HAVE \" OVERSIZE RING, SLEEVE, OR ADAPTOR THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF THE SPRINKLER PIPES. 7. CABLE TRAYS, ELECTRICAL CONDUITS, AND PIPING SHALL BE INDEPENDANTLY SUPPORTED AND INDEPENDANTLY BRACED FROM THE STRUCTURE. 8. LIGHTING FIXTURES WEIGHING LESS THAN 56 POUNDS SHALL HAVE IN ADDITION TO THE REQUIREMENTS OUTLINED ABOVE, TWO NR.12 GAGE(2.7MM) HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. WIRES MAY BE SLACK. 9. LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVEBY APPROVED HANGERS. 10. POSITIVE BRACING TO THE STRUCTURE SHALL BE PROVIDED AT CHANGES IN THE CEILING PLANE OR AT DISCONTINUITIES IN THE CEILING GRID SYSTEM. SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 A210 CEILING / SOFFIT DETAILS DAL SCALE: NONEA210 DETAIL- SUSPENDED CEILING- SEISMIC1 SCALE: NONEA210 DETAIL- CEILING ACCESS PANELS2 GYP. BD. CEILING EL.: 11'-0" A.F.F. BTM. UNISTRUT EL.: 9'-6" A.F.F. ROOF STRUCTURE EL.: 13'-2" A.F.F. NEW SUSPENDED GYP. BD. CEILING ASSEMBLY 158" P1000 UNISTRUT CHANNEL 3 8" Ø THREADED ROD DEHUMIDIFIER UNIT NOTE: DEHUMIDIFIER UNIT TO BE FASTENED TO UNISTRUT CHANNELS WITH (6) #10 PHS- (3) IN EACH CHANNEL CABLE RESTAINTS CROSSED ON THREE SIDES- SERVICE PANEL SIDE LEFT OPEN 158" P1000 UNISTRUT CHANNEL- FASTEN TO MIN. OF (3) JOISTS WITH 38"Ø X 312" LAG BOLTS 2X12 CEILING JOIST SCALE: 1"=1'-0"A210 DETAIL- SUSPENDED DEHUMIDIFIER3 VIBRATION ISOLATOR 1 420 FINISHED FLOOR EL.: 0'-0" A.F.F. T.O. PARAPET EL.: 22'-0" A.F.F. T.O. PARAPET EL.: 20'-0" A.F.F. T.O. PARAPET EL: 20'-0" RETAIL T.O. STOREFRONT EL: 10'-0" FINISHED FLOOR EL: 0'-0" T.O. PARAPET BEYOND EL: 22'-0" 420 FINISHED FLOOR EL.: 0'-0" A.F.F. T.O. TOWER EL.: 22'-0" A.F.F. T.O. PARAPET EL: 22'-0" T.O. CHEVRON EL.: 19'-2" A.F.F. RETAIL T.O. STOREFRONT EL.: 10'-0" A.F.F. T.O. PARAPET EL: 20'-0" SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 A300 STOREFRONT PLAN / ELEVATION DAL SCALE: 1/4" = 1'-0" A300 EXTERIOR ELEVATION - STOREFRONTA STONE VENEER SCALE: 1/4" = 1'-0" A300 EXTERIOR ELEVATION - SIDEB SCALE: 1/4" = 1'-0" A300 EXTERIOR ELEVATION - REARC (E) STONE VENEER BEYOND(E) E.I.F.S. FINISH (TYPICAL)(E) E.I.F.S. FINISH (TYPICAL) (E) E.I.F.S. FINISH (TYPICAL) (E) OVERFLOW ROOF DRAIN SPIGOT (E) HOSE BIBB (E) OVERFLOW ROOF DRAIN SPIGOT (E) E.I.F.S. & STONE VENEER FACADE E.I.F.S. FINISH (TYPICAL) E.I.F.S. FINISH, BEYOND LEASE LINE LEASE LINE LEASE LINE LEASE LINE LEASE LINE LEASE LINE DESIGNATED AREA FOR TENENT SIGNAGE UNDER SEPARATE SUBMISSION & PERMIT DESIGNATED AREA FOR TENENT SIGNAGE UNDER SEPARATE SUBMISSION & PERMIT (E) ALUMINUM FRAMED/ GLASS DOOR PAIR TO RECEIVE SECURITY/ANTI GRAFFITI FILM 2WF (E) E.I.F.S. & STONE VENEER FACADE (E) STOREFRONT GLASS TO RECEIVE OPAQUE FILM (INTERIOR) & SECURITY/ANTI GRAFFITI FILM (EXTERIOR) 1WF 2WF (E) STOREFRONT GLASS TO RECEIVE OPAQUE FILM (INTERIOR) & SECURITY/ANTI GRAFFITI FILM (EXTERIOR) 1WF 2WF (E) STOREFRONT GLASS TO RECEIVE OPAQUE FILM (INTERIOR) & SECURITY/ANTI GRAFFITI FILM (EXTERIOR) 1WF 2WF F F F 2 GYP. BD. CEILING EL.: 11'-0" A.F.F. GYP. BD. CEILING EL.: 11'-0" A.F.F. GYP. BD. CEILING EL.: 11'-0" A.F.F. GYP. BD. CEILING EL.: 11'-0" A.F.F. F GYP. BD. CEILING EL.: 11'-0" A.F.F. GYP. BD. CEILING EL.: 11'-0" A.F.F. GYP. BD. CEILING EL.: 11'-0" A.F.F. GYP. BD. CEILING EL.: 11'-0" A.F.F.3'-6"3'-0"6'-0"FINISH CT-1GYP. BD. CEILING EL.: 9'-0" A.F.F. GYP. BD. CEILING EL.: 9'-0" A.F.F. GYP. BD. CEILING EL.: 9'-0" A.F.F. GYP. BD. CEILING EL.: 9'-0" A.F.F. 9 RESTROOM RESTROOM3'-6"5'-0"9'-0"12" TYPICALSHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY: 1 12-22-2020 - PER CITY & CLIENT COMMENTS ARREXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 A400 DAL INTERIOR ELEVATIONS SALES TELLER COUNTERADA TELLER COUNTER SCALE:1/4" = 1'-0" SALES / LOBBYA400 INTERIOR ELEVATIONA 1B 1PT 1" H. WHITE VINYL LETTERS: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED" SUPPLIED BY SIGN MFG. & INSTALLED BY G.C. ABOVE DOOR. WALL MOUNTED DISPLAY WAITING BENCH(E) ALUMINUM FRAMED/ GLASS DOOR PAIR TO RECEIVE SECURITY/ANTI GRAFFITI FILM 2WF WALL MOUNTED DISPLAY (E) STOREFRONT GLASS TO RECEIVE OPAQUE FILM (INTERIOR) & SECURITY/ANTI GRAFFITI FILM (EXTERIOR) 1WF 2WF 1PT SCALE:1/4" = 1'-0" SALES / LOBBYA400 INTERIOR ELEVATIONB 1B 1B (E) STOREFRONT GLASS TO RECEIVE OPAQUE FILM (INTERIOR) & SECURITY/ANTI GRAFFITI FILM (EXTERIOR) 1WF 2WF 1PT 1PT OPEN 1PT SCALE:1/4" = 1'-0" SALES / LOBBYA400 INTERIOR ELEVATIONC SCALE:1/4" = 1'-0" SALES / LOBBYA400 INTERIOR ELEVATIOND 1B WALL MOUNTED DISPLAY 1PT 1B 1B 1PT 1PT 55" WALL MOUNTED VIDEO MONITOR- REFER TO ELECTRICAL DRAWINGS ROLL DOWN SECURITY DOOR- REFER TO FLOOR PLAN & A510. 1B 1PT WALL MOUNTED DISPLAY WALL MOUNTED DISPLAY SCALE:1/4" = 1'-0" SALES / LOBBYA400 INTERIOR ELEVATIONE SCALE:1/4" = 1'-0" SALES / LOBBYA400 INTERIOR ELEVATIONF SCALE:1/4" = 1'-0" SALES / LOBBYA400 INTERIOR ELEVATIONG SCALE:1/4" = 1'-0" SALES / LOBBYA400 INTERIOR ELEVATIONH 1PT 1B 1PT 1B 1PT 1B 1PT 1B WALL MOUNTED DISPLAY ATM ATM SCALE:1/4" = 1'-0" T.R. ALCOVEA400 INTERIOR ELEVATIONM SCALE:1/4" = 1'-0" T.R. ALCOVEA400 INTERIOR ELEVATIONL SCALE:1/4" = 1'-0" T.R. ALCOVEA400 INTERIOR ELEVATIONK SCALE:1/4" = 1'-0" T.R. ALCOVEA400 INTERIOR ELEVATIONJ 1B 1PT 1CT HI/LOW DRINKING FOUNTAIN. REFER TO PLUMBING AND ELECTRICAL DWGs. OPEN TO SALES TOILETROOM SIGNAGE- REFER TO A600. 1PT1PT1PT 1B1B1B 1WP (4) 46" WALL MOUNTED VIDEO MONITOR- REFER TO ELECTRICAL DRAWINGS 1 F 3 F FF 3 GYP. BD. CEILING EL.: 10'-6" A.F.F. GYP. BD. CEILING EL.: 11'-0" A.F.F. GYP. BD. CEILING EL.: 10'-6" A.F.F. GYP. BD. CEILING EL.: 10'-6" A.F.F. 4 GYP. BD. CEILING EL.: 10'-6" A.F.F. 5 3'-6"ACT CEILING EL.: 10'-0" A.F.F. ACT CEILING EL.: 10'-0" A.F.F. ACT CEILING EL.: 10'-0" A.F.F. ACT CEILING EL.: 10'-0" A.F.F. 8 ACT CEILING EL.: 10'-0" A.F.F. ACT CEILING EL.: 10'-0" A.F.F. ACT CEILING EL.: 10'-0" A.F.F. ACT CEILING EL.: 10'-0" A.F.F. 7 SOUND SYSTEM SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY: 1 12-22-2020 - PER CITY & CLIENT COMMENTS ARREXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 A410 DAL INTERIOR ELEVATIONS- BACK OF HOUSE SCALE:1/4" = 1'-0" TELLERA410 INTERIOR ELEVATIONA SCALE:1/4" = 1'-0" TELLERA410 INTERIOR ELEVATIONB SCALE:1/4" = 1'-0" TELLERA410 INTERIOR ELEVATIONC SCALE:1/4" = 1'-0" TELLERA410 INTERIOR ELEVATIOND SCALE:1/4" = 1'-0" SECURE STORAGEA410 INTERIOR ELEVATIONE SCALE:1/4" = 1'-0" CASH ROOMA410 INTERIOR ELEVATIONJ SCALE:1/4" = 1'-0" CASH ROOMA410 INTERIOR ELEVATIONK SCALE:1/4" = 1'-0" CASH ROOMA410 INTERIOR ELEVATIONL SCALE:1/4" = 1'-0" CASH ROOMA410 INTERIOR ELEVATIONM 2PT 3PT 3PT 2PT 1B 1B 1B 1B1B1B1B WALL SHELVING REFER TO A531 DESKS FLOOR SAFES TELLER COUNTER ASSEMBLY GLASS DOOR MERCHANDISER REFRIGERATOR OPEN TO SALES 1GF 2PT 1B 2PT 1B 2PT 1B FULL HEIGHT WALL SHELVING PROVIDED & INSTALLED BY G.C. FULL HEIGHT WALL SHELVING PROVIDED & INSTALLED BY G.C. SCALE:1/4" = 1'-0" SECURE STORAGEA410 INTERIOR ELEVATIONF SCALE:1/4" = 1'-0" SECURE STORAGEA410 INTERIOR ELEVATIONG SCALE:1/4" = 1'-0" SECURE STORAGEA410 INTERIOR ELEVATIONH 2PT 1B 2PT 1B SUSPENDED DEHUMIDIFIER FULL-HEIGHT WALL SHELVING- REFER TO A531 FULL-HEIGHT WALL SHELVING- REFER TO A531 DRY ERASE BOARD STANDING DESKS WALL SHELVING- REFER TO A531 2PT 1B 3PT 3PT SCALE:1/4" = 1'-0" OFFICEA410 INTERIOR ELEVATIONN SCALE:1/4" = 1'-0" OFFICEA410 INTERIOR ELEVATIONO SCALE:1/4" = 1'-0" OFFICEA410 INTERIOR ELEVATIONP SCALE:1/4" = 1'-0" OFFICEA410 INTERIOR ELEVATIONQ 1B 3PT 1B 3PT 1B 3PT 1B 3PT WALL SHELVING REFER TO A531 DESKS CORK BOARD CORK BOARD 2PT MELAMINE STORAGE CABINET DRY ERASE BOARD ROLL DOWN SECURITY DOOR- REFER TO FLOOR PLAN & A510. OPEN TO STORAGE OPEN TO TELLERS SOUND SYSTEM AMPLIFIER- REFER TO ELECTRICAL & VENDOR DRAWINGS 1 BTM. WOOD TRUSS EL.: 14'-0" A.F.F. ACT CEILING EL.: 11'-0" A.F.F. 6 BTM. WOOD TRUSS EL.: 14'-0" A.F.F. BTM. WOOD TRUSS EL.: 14'-0" A.F.F. BTM. WOOD TRUSS EL.: 14'-0" A.F.F. 7811 6 5 4 ACT CEILING EL.: 11'-0" A.F.F. ACT CEILING EL.: 11'-0" A.F.F. FIRST AID 3'-6"2 DRAWER DRAWER DRAWER DRAWER APRON ACT CEILING EL.: 11'-0" A.F.F. 1211 ACT CEILING EL.:9'-0" A.F.F. ACT CEILING EL.:9'-0" A.F.F. ACT CEILING EL.:9'-0" A.F.F. ACT CEILING EL.:9'-0" A.F.F. TOP OF TILE EL.: 4'-4" A.F.F. SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 A411 DAL INTERIOR ELEVATIONS- BACK OF HOUSE SCALE:1/4" = 1'-0" HALLWAYA411 INTERIOR ELEVATIOND SCALE:1/4" = 1'-0" HALLWAYA411 INTERIOR ELEVATIONC SCALE:1/4" = 1'-0" HALLWAYA411 INTERIOR ELEVATIONB 2PT 1B 1B 1B 1B 1B 1B DESK EMPLOYEE LOCKERS BREAKROOM CABINETRY, REFRIGERATOR & MICROWAVE NEW ELECTRICAL PANELS - REFER TO ELECT. DRAWINGS DATA CABINET DATA CABINET NEW ELECTRICAL PANELS - REFER TO ELECT. DRAWINGS SCALE:1/4" = 1'-0" DELIVERY ENTRANCEA411 INTERIOR ELEVATIONH SCALE:1/4" = 1'-0" ELECTRIC/DATAA411 INTERIOR ELEVATIONN SCALE:1/4" = 1'-0" HALLWAYA411 INTERIOR ELEVATIONA SCALE:1/4" = 1'-0" ELECTRIC/DATAA411 INTERIOR ELEVATIONP SCALE:1/4" = 1'-0" ELECTRIC/DATAA411 INTERIOR ELEVATIONQ SCALE:1/4" = 1'-0" ELECTRIC/DATAA411 INTERIOR ELEVATIONR FIRST AID KIT NEW ELECTRICAL PANEL - REFER TO ELECT. DRAWINGS 1B 1B 1B 1B 2PT 8'-0" STANLESS STEEL CORNER GUARDS @ ALL OUTSIDE CORNER IN BOH (TYPICAL)- REFER TO 3/A530. MOP SINK- REFER TO PLUMBING DRAWINGS 2PT 2PT 2PT 2PT 2PT 2PT WALL SHELVING REFER TO A531 1CT 2PT SCALE:1/4" = 1'-0" DELIVERY ENTRANCEA411 INTERIOR ELEVATIONG SCALE:1/4" = 1'-0" DELIVERY ENTRANCEA411 INTERIOR ELEVATIONF SCALE:1/4" = 1'-0" DELIVERY ENTRANCEA411 INTERIOR ELEVATIONE 2PT 2PT 2PT 2PT 1B 1B 2PT 2PT 2PT 1" 2'-6"78"1'-6"SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY: 1 12-22-2020 - PER CITY & CLIENT COMMENTS ARREXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 DAL A510 SECTION - STOCKROOM SERVICE PASS-THRU SCALE: 1-1/2"=1'-0"A510 SECTION- ROLL DOWN SECURITY DOOR AT TELLERS/ STOCKROOM PASS THRU1 358" METAL STUD FRAMING @ 16" O.C. 5 8" GYP. BD. 2X4 WOOD BLOCKING ATTACHED TO BOTTOM OF ROOF TRUSSES WITH (2) 16D @ EA. TRUSS. (TYPICAL) EXIST. WOOD ROOF TRUSSES/ ROOF DECKING NEW 3" SQ. TUBE STEEL CARRIER POSTS FOR ROLL-DOWN SECURITY GATE NEW COLUMN BASE PLATE- REFER TO 2/A510 NEW TENANT CONCRETE SLAB ON GRADE- REFER TO STRUCTURAL DRAWINGS 58" GYP. BD. ON SUSPENDED CEILING SYSTEM CORNELL ROLLING SECURITY DOOR 358" METAL STUD KICKERS @ 32" O.C. STEEL ANGLE SLIP CONNECTION- REFER TO STRUCTURAL DRAWINGS GYP. BD. CEILING EL.: 11'-0" A.F.F. GYP. BD. CEILING EL.: 10'-6" A.F.F. CORNELL ROLLING SECURITY DOOR MECHANICS 358" METAL STUD KICKERS @ 32" O.C. 358" METAL STUD FRAMING @ 16" O.C. 212" METAL STUD KICKERS @ 32" O.C. NEW R38 BATT INSULATION IN TRUSS CAVITIES 2X6 BLOCKING- REFER TO STRUCTURAL DRAWINGS A511 1 TELLERS SALES 2/A511 58" GYP. BD. EDGE OF WALL BEYOND EDGE OF WALL BEYOND CASHWRAP COUNTER FIXTURE GYP. BD. CEILING EL.: 11'-0" A.F.F. 358" METAL STUD FRAMING @ 16" O.C. 358" METAL STUD KICKERS @ 32" O.C. EDGE OF WALL BEYOND 358" X 6" 18 GA. BOX HEADER GYP. BD. HEADER EL.: 5'-0" A.F.F. 358" METAL STUD FRAMING @ 16" O.C. 18 GA. #304 STAINLESS STEEL COUNTER W/ #3 FINISH OVER PLYWOOD SUBSTRATE 34" WHITE MELAMINE CONSTRUCTION CUSTOM CABINETRY WITH (2) INTERMEDIATE ADJUSTABLE SHELFS. SECURE STORAGE EDGE OF WALL BEYOND 2X F.R.T. WOOD BLOCKING TOP OF COUNTER EL.: 3'-6" A.F.F. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION FOR TELLER WALL / BEAM / POST CONSTRUCTION 5 8" GYP. BD. ON SUSPENDED CEILING SYSTEM 58" GYP. BD. 58" GYP. BD. ROLL UP DOOR SPECIFICATION: CORNELL-COOKSON MODEL EDS10 W/ ALUMINUM GUIDE EXTRUSION CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. 5 8" GYP. BD. ON SUSPENDED CEILING SYSTEM 1 GYP. BD. SOFFIT EL.: 9'-0" A.F.F. VIDEO MONITOR- REFER TO INTERIOR ELEVATIONS & ELECTRICAL 1 712"312"4"212"1" 358"1'-1"3"3"1'-578"358" 58"1'-1118"314"478" 358" 3" 58"58"312"4"3"57 8" 214" 18'-2" GUIDE TO GUIDE 18'-734" TUBE TO TUBE 478"SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY: 1 12-22-2020 - PER CITY & CLIENT COMMENTS ARREXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 DAL A511 SECTION - STOCKROOM SERVICE PASS-THU SCALE: 3"=1'-0"A511 DETAIL- POST BASEPLATE/HEADPLATE3 BASE PLATE SCHEDULE THICKNESSTYPE ANCHOR BOLT BASE A 14"(2) 38" DIA. HILTI HUS-EZ SCREW ANCHORS WITH 214" EMBED ANCHOR BOLT HEAD (2) 38" DIA. X 2" LAG BOLTS NOTES: 1. ORIENTATE BASE PLATE TO COLUMN AS INDICATED IN PLAN. 2. ORIENTATE TOP PLATE TO COLUMN AS REQUIRED TO ALIGN WITH STRUCTURAL CONNECTION. 3. TOP PLATE CONNECTION TO BE SLIP JOINT INTERNAL TUBE. 4. ALL TUBE TO PLATE WELDS TO BE 1 4" BEAD AROUND PARAMETER OF TUBE. GYP. BD. CEILING EL.: 10'-6" A.F.F. SCALE: 1-1/2"=1'-0"A511 HEAD DETAIL- ROLLING SECURITY DOOR1 358" METAL STUD FRAMING @ 16" O.C. 58" GYP. BD. GYP. BD. CEILING EL.: 10'-6" A.F.F. 358" METAL STUD KICKERS @ 32" O.C. 58" GYP. BD. ON SUSPENDED CEILING SYSTEM CORNELL ROLLING SECURITY DOOR 358" METAL STUD KICKERS @ 32" O.C. CORNELL ROLLING SECURITY DOOR MECHANICS 358" METAL STUD FRAMING @ 16" O.C. 212" METAL STUD KICKERS @ 32" O.C. SCALE: 3"=1'-0"A511 JAMB DETAIL- WALL AT ROLLING DOOR2 DOOR POST BASEPLATE ROLL DOWN SECURITY GATE JAMB TRACK EDGE OF WALL BEYOND 6" METAL STUD FRAMING @ 16" O.C. 6" METAL STUD FRAMING 58" GYP. BD. ROLL DOWN DOOR EDGE OF WALL BEYOND ROLL DOWN SECURITY GATE JAMB TRACK F.R.T. WOOD BLOCKING DOOR MECHANICS BRACKER ABOVE 3" SQ. TUBE STEEL POSTS- BEYOND ℄ DOOR ℄ POST GYP. BD. CEILING EL.: 11'-0" A.F.F. 58" GYP. BD. ON SUSPENDED CEILING SYSTEM GYP. BD. CEILING EL.: 9'-0" A.F.F. VIDEO MONITOR- REFER TO INTERIOR ELEVATIONS & ELECTRICAL 1 TILE WALL FINISH .060 ALUMINUM FLASHING OVER MOPSINK LIP & 3" UP WALL WALL ASSEMBLY- REFER TO PLANS & WALL LEGEND WHITE SEALANT MOPSINK BASIN FLOOR ASSEMBLY 2"14"2"34"5 8" GYP. BD. METAL STUD WALL FRAMING #8 PAN HEAD SMS 18 GA. STAINLESS STEEL CORNER GUARD WITH 18" HUG EDGES NOTES: 1. ALL OUTSIDE BACK OF HOUSE CORNERS TO RECEIVE CORNER GUARDS. 2. CORNER GUARDS TO BE 8'-0" HIGH. SCALE: 6" = 1'-0"A530 DETAIL- WALL FINISH AT MOPSINK1 SCALE: 6" = 1'-0"A530 DETAIL- BOH CORNER GUARDS2 SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 A530 INTERIOR FINISH DETAILS DAL 10"10"914"10"10"10"10"10"10"10"1'-6" MINIMUMTOP OF SHELF TO CEILING8'-0"WALL STANDARD1'-8"HOLD1'-0"1'-0"1'-0"5'-0"WALL STANDARD7"3'-6"1'-0"STANDING DESK WALL SHELVING SPECIFICATIONS: SHELF- 3 4" WHITE MELAMINE - 12" WIDE. STANDARD- KV 82 SERIES WHITE FINISH. BRACKETS- KV182 SERIES - 101 2" LONG WHITE FINISH.4"1'-0"1'-6" MINIMUMTOP OF SHELF TO CEILING1'-8"HOLD1'-0"CEILING HEIGHT VARIES3'-0"WALL STANDARD2'-6"1'-0"SITTING DESK1'-0"1'-6" MINIMUMTOP OF SHELF TO CEILINGCEILING HEIGHT VARIESCEILING HEIGHT VARIESWALL STANDARD MOUNTS AT 4" A.F.F. TO CLEAR COVE WALL BASE1'-0"1'-0"1114"1'-0"1'-0"1'-0"1'-0"1'-0"1'-6" MINIMUMTOP OF SHELF TO CEILING8'-0"WALL STANDARD7"4"CEILING HEIGHT VARIESWALL STANDARD MOUNTS AT 4" A.F.F. TO CLEAR COVE WALL BASE 1'-0"2"2"6" 3'-0" ADA COMPLIANT CLEAR WORKSPACE 2'-10"18'-1" 1'-1012"1'-1012"1'-1012"1'-1012"2'-1012"1'-1114"1'-1012"3'-9"2'-014"18'-1" 3'-9" 34" H. SHELF MODULE 1'-1114" 42" H. DRAWER MODULE 6'-814"5'-814"5'-814" 3'-1058" ADA COMPLIANT CLEAR WORKSPACE 1'-1012" 34" H. DRAWER MODULE 1'-1012" 42" H. DRAWER MODULE 2'-1012" 42" H. SHELF MODULE 1'-1012" 42" H. DRAWER MODULE 1'-1012" 42" H. DRAWER MODULE 1'-1012" 42" H. SHELF MODULE 3'-6"SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 A531 SECTION / DETAILS- WALL SHELVING & CASHWRAP DAL SCALE: 1"=1'-0"A531 SECTION- SITTING DESK SHELVING1 SCALE: 1"=1'-0"A531 SECTION- STANDING DESK SHELVING2 SCALE: 1"=1'-0"A531 SECTION- FULL WALL SHELVING- 10" SPACING3 WALL STANDARD METAL STUD WALL FRAMING 12" F.R.T. PLYWOOD BACKING 58" GYP. BD. SHELF BRACKET 3 4" WHITE MELAMINE SHELF SCALE: 3"=1'-0"A531 PLAN DETAIL- CHAMFERED SHELF CORNER5 WALL SHELVING NOTES: 1. G.C. TO PROVIDE 12" F.R.T. FULL WALL BACKING AT WALL SHELVING LOCATIONS. USE OF PARTIAL BACKING, SCREWING DIRECTLY TO STUDS OR EXPANSION FASTENERS IS NOT ACCEPTABLE. 2. WALL STANDARDS TO BE AT A MAXIUMUM OF 24" O.C. 3. ALL SHELF ENDS THAT DO NOT END INTO ADJACENT WALL/ INSIDE CORNER TO RECEIVE CHAMFERED SHELF CORNER. 4. ALL SHELVING EDGED TO BE FINISHED. CHAMFERED SHELF CORNER- PAINT TO MATCH SCALE: 1"=1'-0"A531 SECTION- FULL WALL SHELVING- 12" SPACING4 SCALE: 3/4"=1'-0"A531 DETAIL PLAN / ELEVATION- CASHWRAP6 PLAN VIEW EMPLOYEE ELEVATION TYPE - CREFER TO SCHEDULEREFER TO SCHEDULE REFER TO SCHEDULE5'-0"VIEWERLC HOLLOW METAL DOOR FRAME HOLLOW METAL/WOOD DOOR DOOR HARDWARE BY G.C. - REFER TO HARDWARE SCHEDULE HOLLOW METAL DOOR FRAME HOLLOW METAL DOOR DOOR HARDWARE BY G.C. - REFER TO HARDWARE SCHEDULE DOOR VIEWER 3'-4"TYPE - BTYPE - A3'-4"REFER TO SCHEDULEREFER TO SCHEDULE HOLLOW METAL DOOR FRAME EXISTING HOLLOW METAL DOOR PANIC BAR EXIT DEVICE REFER TO SCHEDULEPAINTED DOOR FRAME TO MATCH ADJACENT SURFACE PAINTED DOOR FRAME TO MATCH ADJACENT SURFACE PAINTED DOOR FRAME TO MATCH ADJACENT SURFACE TYPE - D REFER TO SCHEDULEREFER TO SCHEDULE HOLLOW METAL DOOR FRAME HOLLOW METAL DOOR WITH FULL AIR LOUVER DOOR HARDWARE BY G.C. - REFER TO HARDWARE SCHEDULE 3'-4"PAINTED DOOR FRAME TO MATCH ADJACENT SURFACE TYPE - E TYPE - FREFER TO SCHEDULEREFER TO SCHEDULE10"3'-0"DOOR PULL (EXISTING) 5"5"5"BLACK ANODIZED ALUMINUM DOOR JAMB/ HEAD (EXISTING) TEMPERED GLASS (EXISTING) BLACK ANODIZED ALUMINUM DOOR FRAME ASSEMBLY (EXISTING) DOOR LOCK HARDWARE - REFER TO HARDWARE SCHEDULE REFER TO SCHEDULEREFER TO SCHEDULE HOLLOW METAL DOOR FRAME HOLLOW METAL/WOOD DOOR DOOR HARDWARE BY G.C. - REFER TO HARDWARE SCHEDULE 3'-4"PAINTED DOOR FRAME TO MATCH ADJACENT SURFACE 2'-6"938"4'-958"1 2" IMPACT RESISTANT LAMINATED GLASS COMPLIANCE SIGNS #RRE-110 WHITE ON BLUE WITH BRAILLE = RESTROOM WHITE ON BLUE. SUPPLIED & INSTALLED BY G.C. C/L OF SIGN EL.: 3'-6" A.F.F. RESTROOM MANUFACTURER: COMPLIANCESIGNS.COM 56 SOUTH MAIN STREET CHADWICK, IL 61014 PH: (800) 578-1245 FAX: (800) 578-1246 SCALE:3"=1'-0"A600 TOILETROOM SIGNAGE3 SCALE:6"=1'-0"A600 HM FRAME - JAMB DETAIL- GYP. BD.1 NOTE: REFER TO FLOOR PLAN FOR DOOR SWING DIRECTION, REFER TO SPECIFICATIONS FOR HARDWARE. REINFORCE FRAMES AS REQUIRED FOR HARDWARE 1-3/4" DOOR SEE DOOR SCHEDULE HOLLOW METAL FRAME PAINTED METAL STUDS @ 16" O.C. @ JAMBS- METAL TRACK W/ CRIPPLES @ HEAD 3'-2" R.O. METAL STUDS @ 16" O.C. @ JAMBS- METAL TRACK W/ CRIPPLES @ HEAD 5/8" GYP. BD. 5/8" GYP. BD. SCALE:6" = 1'-0”A600 THRESHOLD: EXTERIOR2 PEMKO 172A ADA COMPLIANT THRESHOLD DOOR EXISTING INTERIOR CONCRETE SLAB HOLLOW METAL DOOR JAMB EXTERIOR PAVING F.R.T. WOOD BLOCKING SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 DAL A600 DOOR SCHEDULE / DOOR ELEVATIONS & DETAILS DOOR AND HARDWARE NOTES 1.THIS PROJECT SHALL COMPLY WITH ALL LOCAL ACCESSIBILITY REGULATIONS. 2. ALL DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 30" TO 44" ABOVE THE FLOOR AND BE OPERABLE WITH A MAXIMUM EFFORT OF 22 N FOR INTERIOR DOORS. 3. CONTRACTOR SHALL VERIFY WITH SUPPLIER THAT ALL HARDWARE MEETS ACCESSIBILITY REQUIREMENTS. 4. ALL HARDWARE SHALL BE A.N.S.I./B.H.M.A. 5. THRESHOLDS SHALL BE IN COMPLIANCE WITH ACCESSIBILITY LOCAL ORDINANCE GUIDELINES. 6. ALL MANUALLY OPERATED FLUSH BOLTS ARE PROHIBITED ON EXIT DOORS. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOORKNOB OR SURFACE MTD. HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION`. 7. ALL HOLLOW METAL DOORS TO BE FLUSH TYPE WITH 18 GA. FACE SHEETS WITH FOLDED INTERLOCKED SEAM ON VERTICAL EDGES. TOP AND BOTTOM EDGES TO BE CLOSED. 8. ALL HOLLOW METAL FRAMES TO BE 16 GA. WRAP AROUND TYPE AND WELDED TYPE AT FIRE-RATED WALL CONSTRUCTION. 9. G.C. TO PROVIDE SECURITY 180 DEGREE SECURITY EYE LENS AT ALL EXTERIOR HOLLOW METAL DOORS AND DOORS THAT LEAD TO EXTERIOR, MOUNTED AT 5'-0" A.F.F. 10. GENERAL CONTRACTOR SHALL PROVIDE A KICK PLATE ON THE PUSH SIDE OF THE REAR EXIT DOOR. 11. ALL HANDICAP ACCESSIBLE DOORS MUST BE MINIMUM 3'-0" W X 6'-8" H. 12. ALL DOOR APPROACHES SHALL MEET ACCESSIBILITY CLEARANCE REQUIREMENTS 13. OVERHEAD CLOSERS: (AS APPLICABLE) FURNISHED AND INSTALLED BY TENANT'S GENERAL CONTRACTOR. DOOR CLOSERS TO BE MOUNTED ON ROOM SIDE OF DOORS. DOOR CLOSERS TO HAVE A MAXIMUM OPENING FORCE OF 5 LBF (INTERIOR HINGED DOORS). THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES. THE DOOR SHALL TAKE AT LEASE 3 SECONDS TO MOVE TO A POINT 3 IN. 14.ALL EXTERIOR HINGES TO HAVE NON-REMOVABLE PINS. 15. TENANT'S GENERAL CONTRACTOR SHALL ENSURE ALL EXISTING DOORS TO REMAIN TO BE IN GOOD OPERATING ORDER AND TO MEET CURRENT BUILDING CODES AND ACCESSIBILITY REQUIREMENTS. TENANT'S GENERAL CONTRACTOR TO RESTORE DOORS AND HARDWARE TO "LIKE NEW" CONDITION. 16. GENERAL CONTRACTOR TO SUBMIT TYPEWRITTEN SHOP DRAWINGS AND PRODUCT LITERATURE FOR ALL ALTERNATE SPECIFICATIONS TO DOORS AND HARDWARE SPECIFIED, PREPARED BY A LICENSED CERTIFIED CONSULTANT. 17. G.C. TO USE KNOCK-DOWN STYLE METAL DOOR FRAMES FOR NON-RATED DOOR ASSEMBLIES. DOOR RATING CLASSIFICATIONS CLASS A: CLASSIFICATION GENERALLY APPLIES TO 1-1/2 HOUR DOORS INTENDED FOR USE IN TWO-HOUR PARTITIONS. [i.e. FIRE SEPARATION WALLS; WALLS THAT DIVIDE A SINGLE BUILDING INTO FIRE AREAS]. COMMONLY REFERRED TO AS "A" LABEL DOORS. CLASS B: CLASSIFICATION GENERALLY APPLIES TO 3/4 HOUR DOORS INTENDED FOR USE IN ONE-HOUR PARTITIONS. [i.e. FIRE SERRATION WALLS, 2-HOUR PARTITION PROVIDING HORIZONTAL FIRE SEPARATION]. COMMONLY REFERRED TO AS "B" LABEL DOORS. CLASS C: CLASSIFICATION GENERALLY APPLIES TO 20-MINUTE DOORS INTENDED FOR USE IN NOMINALLY RATED PARTITIONS [i.e. OPENINGS IN WALLS OR PARTITIONS BETWEEN ROOMS AND CORRIDORS HAVING A FIRE-RESISTANCE RATING OF 1-HOUR OR LESS]. COMMONLY REFERRED TO AS "C" LABEL DOORS. DOOR CLOSER PULL FORCE ALL DOORS EQUIPPED WITH AUTOMATIC DOOR CLOSERS SHALL HAVE THE PULL FORCE REQUIRED TO OPEN THE EQUIPPED DOOR TO A MAXIMUM PULL FORCE OF 22 N. ALL DOORS EQUIPPED WITH AUTOMATIC DOOR CLOSERS SHALL HAVE THE SWEEP PERIOD OF THE CLOSER TO BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70° THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH MEASURED TO THE LANDING EDGE OF THE DOOR. GLAZING NOTES 1. SEE A300 /A500 SERIES FOR FRAME AND GLAZING DETAILS. 2. ALL GLAZING WORK SHALL CONFORM TO ALL APPLICABLE BUILDING CODES. GLAZING CONTRACTOR IS RESPONSIBLE FOR ENGINEERING OF ALL FINAL GLAZING TYPES. 3. SUBMIT SHOP DRAWINGS AND SAMPLES FOR STOREFRONT TO AOR FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION. 4. G.C. SHALL VERIFY EXISTING SILL CONDITIONS AFTER ANY NECESSARY DEMOLITION & REPAIR / REFURBISH AS REQUIRED TO PROVIDE A SOUND, PLUMB AND LEVEL BUILDING SURFACE IDENTICAL TO ADJACENT SURFACES. THRES.REMARKSGROUP HDWR. FINISHMATERIAL DOOR SIZELOCATIONNO. DOOR SCHEDULE DOOR TYPE HEAD / JAMBFINISHMATERIAL FRAME 4 1 8 5 G.C. TO COORDINATE DOOR HARDWARE REQUIREMENTS ON SITE W/ CONSTRUCTION MANAGER, SECURITY VENDOR & ARCHITECT. SCALE: 3/8"=1'-0"A600 DOOR TYPESA 2 6 3 9 11 12 BSECURE STORAGE 3'-0" X 7'-0" X 2"-- 10 VAULT DELIVERY- EXTERIOR DHM3'-0" X 7'-0" X 1 3/4"HM 4EXISTING3/A601 EXISTING DOOR ASSEMBLY- NEW HARDWARE BY G.C..MATCH ADJACENT WALL MATCH ADJACENT WALL 5SALES ENTRANCE - EXTERIOR EXISTING DOOR ASSEMBLY- NEW HARDWARE BY G.C.ALUM. / GLASS6'-0" X 9'-0" X 1 3/4"ALUM.EBLACK ANODIZEDBLACK ANODIZED 7 EXISTING 3/A601 OFFICE AHM3'-0" X 7'-0" X 1 3/4"HM 31/A600 --NEW DOOR ASSEMBLY BY G.C..MATCH ADJACENT WALL MATCH ADJACENT WALL CASH ROOM BHM3'-0" X 7'-0" X 1 3/4"HM 31/A600 --NEW DOOR ASSEMBLY BY G.C..MATCH ADJACENT WALL MATCH ADJACENT WALL SECURE STORAGE AHM3'-0" X 7'-0" X 1 3/4"HM 11/A600 --NEW DOOR ASSEMBLY BY G.C..MATCH ADJACENT WALL MATCH ADJACENT WALL UNISEX TOILETROOM AHM3'-0" X 7'-0" X 1 3/4"HM 21/A600 NEW DOOR ASSEMBLY BY G.C..MATCH ADJACENT WALL MATCH ADJACENT WALL BOH / ASSOCIATES AHM3'-0" X 7'-0" X 1 3/4"HM 11/A600 NEW DOOR ASSEMBLY BY G.C..MATCH ADJACENT WALL MATCH ADJACENT WALL TELLERS AHM3'-0" X 7'-0" X 1 3/4"HM 1A1/A600 --MATCH ADJACENT WALL MATCH ADJACENT WALL ELECTRICAL/ DATA FHM3'-0" X 7'-0" X 1 3/4"HM 11/A600 --NEW DOOR ASSEMBLY BY G.C..MATCH ADJACENT WALL MATCH ADJACENT WALL VAULT DELIVERY - INTERIOR DHM3'-0" X 7'-0" X 1 3/4"HM 11/A600 --NEW DOOR ASSEMBLY BY G.C..MATCH ADJACENT WALL MATCH ADJACENT WALL -- 2/A601 1A1/A600HMHMMATCH ADJACENT WALL MATCH ADJACENT WALL NOT USED 1 1 1 NEW DOOR ASSEMBLY BY G.C..- SEE NOTE #6- HEAVY DUTY JAMB & DOOR CONSTRUCTION NEW DOOR ASSEMBLY BY G.C..- SEE NOTE #6- HEAVY DUTY JAMB & DOOR CONSTRUCTION SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 A700 DAL ARCHITECTURAL SPECIFICATIONS ARCHITECTURAL SPECIFICATIONSARCHITECTURAL SPECIFICATIONS BIDDING REQUIREMENTS TO BE COORDINATED BY AOR. SUBSTITUTIONS WHENEVER POSSIBLE THROUGHOUT THE CONTRACT DOCUMENTS, THE MINIMUM ACCEPTABLE QUALITY OF WORKMANSHIP AND MATERIALS HAS BEEN DEFINED EITHER BY MANUFACTURER'S NAME AND CATALOG NUMBER OR BY REFERENCE TO RECOGNIZED INDUSTRY STANDARDS. UNLESS THE PRECISE COLOR AND PATTERN IS SPECIFICALLY DESCRIBED IN THE CONTRACT DOCUMENTS, WHENEVER A CHOICE OF COLOR OR PATTERN IS AVAILABLE IN A SPECIFIED PRODUCT, SUBMIT ACCURATE COLOR CHARTS AND PATTERN CHARTS TO THE ARCHITECT FOR HIS REVIEW AND SELECTION. VERIFY PRIOR TO BIDDING, THAT ALL SPECIFIED ITEMS WILL BE AVAILABLE IN TIME FOR INSTALLATION DURING ORDERLY AND TIMELY PROGRESS OF THE WORK. IN THE EVENT THAT A SPECIFIED ITEM WILL NOT BE AVAILABLE, NOTIFY THE ARCHITECT PRIOR TO SUBMITTING BID. THE AOR CONSTRUCTION MANAGER WILL CONSIDER PROPOSALS FOR SUBSTITUTION OF MATERIALS, EQUIPMENT AND METHODS ONLY WHEN SUCH SPECIFIED MATERIALS ARE UNAVAILABLE OR METHODS ARE INAPPROPRIATE AS SPECIFIED. DO NOT SUBSTITUTE MATERIALS OR EQUIPMENT, UNLESS SUCH SUBSTITUTION HAS BEEN SPECIFICALLY APPROVED FOR THIS WORK BY THE ARCHITECT. SUBSTITUTION PROCEDURE CONTRACTORS REQUESTING SUBSTITUTES OR "EQUALS" TO ITEMS ON PLANS OR IN SPECIFICATIONS MUST FOLLOW THE PROCEDURES SET FORTH BELOW: REQUESTS FOR SUBSTITUTIONS MUST BE SUBMITTED TO THE GREEN GROWTH BRANDS CONSTRUCTION MANAGER BY THE GENERAL CONTRACTOR. SUBCONTRACTORS ARE NOT TO SUBMIT TO THE ARCHITECT DIRECTLY. THE REQUEST FOR SUBSTITUTION MUST BE ACCOMPANIED BY A COMPLETE DESCRIPTION OF THE PROPOSED EQUIPMENT SUCH AS CUT SHEETS OR SAMPLES TO ENABLE THE ARCHITECT TO MAKE A THOROUGH COMPARISON WITH THE SPECIFIED ITEM. ARCHITECT WILL, UPON SUCH REQUEST, EVALUATE THE PROPOSED SUBSTITUTION ON THE BASIS OF ADVERTISED TECHNICAL PERFORMANCE, SUITABILITY, SIZE OR OTHER CONSIDERATIONS AND INFORM OWNER/TENANT OF THE RECOMMENDED ACTION. IN ORDER TO FACILITATE THE EVALUATION PROCESS, GENERAL CONTRACTOR SHOULD SUBMIT DOCUMENTATION TO SUPPORT THE PROPOSED SUBSTITUTION ON THE BASIS OF WARRANTIES, COST DIFFERENCES, AND EXPECTED SERVICE LIFE AS COMPARED TO THE SPECIFIED EQUIPMENT. PROCUREMENT TIME WILL NOT NORMALLY BE CONSIDERED AS JUSTIFICATION FOR SUBSTITUTION REQUESTS. IN THE EVENT OF PROCUREMENT TIME BEING THE FACTOR, GENERAL CONTRACTOR SHALL PROVIDE ARCHITECT WITH THE SPECIFIC INFORMATION ALLOWING ARCHITECT TO EXPLORE THE DELAY AND TO ATTEMPT TO RESOLVE THE PROBLEM WITH A SUBSTITUTION. ONLY AFTER GREEN GROWTH BRANDS CONSTRUCTION MANAGER ACCEPTS AND PROVIDES WRITTEN APPROVAL, WILL GENERAL CONTRACTOR ASSUME THE AUTHORITY TO PROCEED WITH THE PROPOSED SUBSTITUTION. GENERAL CONDITIONS DEFINITIONS OWNER OR TENANT-- AS USED HEREIN SHALL MEAN STORE OWNER. DEVELOPER-- AS USED HEREIN SHALL MEAN LANDLORD. ARCHITECT-- AS USED HEREIN SHALL MEAN DAVID A. LEVY & ASSOCIATES. CONTRACTOR-- AS USED HEREIN SHALL MEAN TENANT'S (OWNER'S) GENERAL CONTRACTOR AND/OR ANY SUBCONTRACTORS. AGREEMENT THE DRAWINGS, SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF THE ARCHITECT'S SERVICE THROUGH WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. NEITHER THE CONTRACTOR, SUBCONTRACTOR, SUB-SUBCONTRACTOR, MATERIAL OR EQUIPMENT SUPPLIER SHALL OWN OR CLAIM A COPYRIGHT IN THE DRAWINGS, SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT UNLESS OTHERWISE INDICATED, THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THEM AND WILL RETAIN ALL COMMON LAW, STATUTORY, AND OTHER RESERVED RIGHTS, IN ADDITION TO THE COPYRIGHT. THE DRAWINGS, SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT, AND COPIES THEREOF FURNISHED TO THE CONTRACTOR ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. SHOULD THE DRAWINGS AND SPECIFICATIONS BE CONTRADICTORY, OR SHOULD THERE BE ERRORS IN EITHER, THE CONTRACTOR SHALL REFER THE MATTER TO THE ARCHITECT FOR EXPLANATION AND SHALL ABIDE BY THEIR DECISION. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, AND SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE ARCHITECT AT ONCE. PERMITS, FEES AND NOTICES UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND OTHER PERMITS AND GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK WHICH ARE CUSTOMARILY SECURED AFTER EXECUTION OF THE CONTRACT AND WHICH ARE LEGALLY ACQUIRED WHEN BIDS ARE RECEIVED OR NEGOTIATIONS CONCLUDED. THE CONTRACTOR SHALL COMPLY WITH AND GIVE NOTICE AS REQUIRED BY LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING ON PERFORMANCE OF THE WORK. WARRANTY THE CONTRACTOR WARRANTS TO THE OWNER AND ARCHITECT THAT MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT WILL BE OF GOOD QUALITY AND NEW UNLESS OTHERWISE REQUIRED OR PERMITTED BY THE CONTRACT DOCUMENTS, THAT THE WORK WILL BE FREE FROM DEFECTS NOT INHERENT IN THE QUALITY REQUIRED OR PERMITTED, AND THAT THE WORK WILL CONFORM WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. WORK NOT CONFORMING TO THESE REQUIREMENTS, INCLUDING SUBSTITUTIONS NOT PROPERLY APPROVED AND AUTHORIZED MAY BE CONSIDERED DEFECTIVE. WARRANTY SHALL COMMENCE UPON PROVIDING USE AND OCCUPANCY PERMITS TO THE OWNER AND SHALL BE IN EFFECT FOR THE PERIOD DESCRIBED IN THE CONTRACT BUT NO LESS THAN ONE YEAR. INSURANCE THE CONTRACTOR SHALL PURCHASE AND MAINTAIN: SUCH KINDS OF INSURANCE AS REQUIRED BY FEDERAL LAWS, AND BY THE LAWS OF THE STATE OR STATES IN WHICH THE WORK IS TO BE PERFORMED, OR BY ANY SPECIAL NATURE OF THE WORK WHICH WOULD INCLUDE WORKERS' COMPENSATION LAW AND OTHER EMPLOYEE BENEFIT LAWS. CERTIFICATES EVIDENCING COVERAGE UNDER WORKERS' COMPENSATION LAWS SHALL BE FURNISHED TO THE OWNER FOR APPROVAL OF FORM AND ADEQUACY UPON REQUEST. CONTRACTOR'S COMPREHENSIVE GENERAL LIABILITY INSURANCE, INCLUDING CONTRACTUAL AND CONTRACTOR'S PROTECTIVE INSURANCE, SUCH AS INSURANCE TO COVER CLAIMS FOR BODILY INJURY AND BROAD FORM PROPERTY DAMAGE FOR COMPREHENSIVE GENERAL LIABILITY (INCLUDING PROTECTIVE) AND FOR COMPREHENSIVE AUTOMOBILE LIABILITY, INCLUDING OWNED, RENTED, HIRED, AND NON-OWNED AUTOMOBILES. UMBRELLA LIABILITY WITH COMBINATION SINGLE LIMIT, BODILY INJURY, PERSONAL INJURY, AND PROPERTY DAMAGE. AGREEMENT TO SAVE OTHERS HARMLESS OR TO ASSUME THE LIABILITY OF OTHERS MUST BE INSURED UNDER THE PROVISION FOR CONTRACTUAL LIABILITY BY ENDORSEMENT ON THE GENERAL LIABILITY POLICY. POLICIES SHALL BE SUBJECT TO APPROVAL OF OWNER AND DEVELOPER FOR FORM AND ADEQUACY OF PROTECTION. POLICY LIMITS SHALL BE ESTABLISHED BY OWNER OR DEVELOPER. DIVISION 1 - GENERAL REQUIREMENTS WORK BY OWNER AT THE OWNER'S REQUEST, SOME OR ALL OF THE EXISTING EQUIPMENT OR FIXTURES MAY BE SAVED FOR REUSE AT THIS OR OTHER LOCATIONS. THE CONTRACTOR AGREES TO FURNISH A SECURE STORAGE FACILITY, TRANSPORT ITEMS TO BE STORED TO THE STORAGE FACILITY, AND RETURN FOR REUSE THE ITEMS THE OWNER DESIGNATES. THE SECURED STORAGE FACILITY FURNISHED BY THE CONTRACTOR MAY BE LOCATED IN THE DEVELOPER'S MALL, IN A SITE TRAILER WITH DEVELOPER'S PERMISSION, OR IN AN OFF- SITE STORAGE FACILITY UNTIL SUBSTANTIAL COMPLETION. THE OWNER SHALL REMOVE ANY ITEMS NOT REUSED OR INSTRUCT THE CONTRACTOR TO DISPOSE. CONTRACTOR AGREES TO ACCEPT ALL OWNER FURNISHED ITEMS AT THE JOB SITE AND PROVIDE REQUIRED EQUIPMENT AND MANPOWER TO UNLOAD AND TRANSPORT THESE ITEMS FROM THE TRUCK BED OF THE DELIVERY CARRIER TO THE STORE OR STORAGE SPACE. CONTRACTOR SHALL REVIEW WITH THE OWNER ALL ITEMS TO BE REUSED FROM EXISTING STORE AND/OR SUPPLIED BY OWNER. THE CONTRACTOR AGREES TO INSTALL OR REINSTALL SAME. GENERAL CONTRACTOR SHALL REVIEW DOCUMENTS TO DETERMINE THE EXTENT OF ITEMS SUPPLIED BY THE OWNER. TEMPORARY FACILITIES ELECTRIC, WATER, TOILET, TELEPHONE, HEAT, AND ANY OTHER SERVICE REQUIRED IN THE PERFORMANCE OF THE CONTRACT SHALL BE FURNISHED AND PAID FOR BY THE CONTRACTOR UNLESS INDICATED OTHERWISE BY THE OWNER. CLEANING THROUGHOUT THE PERIOD OF THEIR ON-SITE ACTIVITY, EACH CONTRACTOR AND SUBCONTRACTOR SHARES THE RESPONSIBILITY TO MAINTAIN THE BUILDING AND SITE IN AN ORDERLY AND CLEAN CONDITION. EACH CONTRACTOR SHALL PICK UP AND REMOVE ALL DEBRIS RESULTING FROM HIS/HER WORK AND SHALL SWEEP AND CLEAN HIS SHARE OF THE GENERAL DUST AND DIRT CREATED BY WORKMEN AND GENERAL ACTIVITY. TRASH AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION SITE ON A DAILY BASIS IN A MANNER APPROVED BY THE LANDLORD. THE CONTRACTOR SHALL MAKE PROVISIONS OR COORDINATE WITH TENANT'S LANDLORD TO PROVIDE ARRANGEMENTS FOR THE STORAGE AND REMOVAL OF CONSTRUCTION DEBRIS AND SHALL PAY COSTS AS ARISE FOR SUCH PROVISION. SCHEDULE FINAL CLEANING TO ENABLE THE OWNER TO ACCEPT A COMPLETELY CLEAN PROJECT. "CLEAN," FOR THE PURPOSE OF THIS ARTICLE, AND EXCEPT AS MAY BE SPECIFICALLY PROVIDED OTHERWISE, SHALL BE INTERPRETED MEANING THE LEVEL OF CLEANLINESS GENERALLY PROVIDED BY SKILLED CLEANERS USING COMMERCIAL QUALITY BUILDING MAINTENANCE EQUIPMENT AND MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ALL INTERIOR AND EXTERIOR SURFACES OF THE FIXTURES INCLUDING THE GLASS. DO NOT USE ANY SOLVENT OR ABRASIVES OF ANY TYPE TO CLEAN FIXTURES, PANELING, MOLDINGS OR TRIM WITHOUT FIRST OBTAINING APPROVAL OF FIXTURE CONTRACTOR. USE NO SCENTED CLEANING AGENTS. VISUALLY INSPECT INTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES, AND OTHER FOREIGN MATTER. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT SURFACES. REMOVE PAINT DROPPINGS, SPOTS, STAINS, AND DIRT FROM FINISHED SURFACES. CLEAN GLASS INSIDE AND OUTSIDE. TO SURFACES REQUIRING ROUTINE APPLICATION OF BUFFED POLISH, APPLY THE POLISH RECOMMENDED BY THE MANUFACTURER OF THE MATERIAL BEING POLISHED. PROJECT CLOSEOUT COMPLY WITH PROCEDURES STATED IN THE AGREEMENT FOR ISSUANCE OF CERTIFICATE OF SUBSTANTIAL COMPLETION A PUNCH LIST SHALL BE COMPLETED BY THE ARCHITECT OR OWNER AND PRESENTED TO THE CONTRACTOR AS NECESSARY. UPON RECEIPT, THE CONTRACTOR SHALL HAVE FIFTEEN (15) DAYS TO ACT UPON THE LIST. BEYOND THAT PERIOD, THE OWNER MAY AT ITS SOLE DISCRETION AND UPON PRIOR NOTIFICATION OF CONTRACTOR BY OWNER PROCEED TO CORRECT OR CAUSE TO BE CORRECTED ALL DEFICIENCIES THEREIN SHALL BE PAID FOR WITH MONIES CONTAINED IN BUT NOT LIMITED TO THE TEN PERCENT (10%) RETENTION HELD BY THE OWNER. THE PUNCH LIST IN NO WAY LIMITS THE WARRANTY. SHOULD STATUS OF COMPLETION OF WORK REQUIRE REINSPECTION BY OWNER DUE TO FAILURE OF WORK TO COMPLY WITH CONTRACTOR'S CLAIMS ON INITIAL INSPECTION, OWNER WILL DEDUCT THE AMOUNT OF THE DIRECT COSTS FOR REINSPECTION SERVICES FROM FINAL PAYMENT TO CONTRACTOR. IN ADDITION TO SUBMITTALS REQUIRED BY THE CONDITIONS OF THE CONTRACT, PROVIDE SUBMITTALS REQUIRED BY GOVERNING AUTHORITIES, AND SUBMIT A FINAL STATEMENT OF ACCOUNTING GIVING TOTAL ADJUSTED CONTRACT SUM, PREVIOUS PAYMENTS AND SUM REMAINING DUE. UNLESS SPECIFIED OR DIRECTED OTHERWISE, MAKE SUBMITTALS TO OWNER WITH LETTER OF TRANSMITTAL CONTAINING DATE, PROJECT TITLE, CONTRACTOR'S NAME AND ADDRESS, AND LIST OF DOCUMENTS. RECORD LOCATIONS OF CONCEALED UTILITIES AND APPURTENANCES, MODIFICATIONS, FIELD CHANGES, AND DETAILS ON CONTRACT DOCUMENTS. KEEP DOCUMENTS CURRENT. DO NOT PERMANENTLY CONCEAL ANY WORK UNTIL REQUIRED INFORMATION HAS BEEN RECORDED. STORE DOCUMENTS SEPARATE FROM THOSE USED FOR CONSTRUCTION. SUBMIT REQUIRED DOCUMENTS WITHIN TEN (10) DAYS AFTER DATE OF SUBSTANTIAL COMPLETION AND PRIOR TO FINAL APPLICATION FOR PAYMENT. SUBMIT WARRANTIES AND BONDS AS REQUIRED IN INDIVIDUAL SPECIFICATIONS SECTION. HAVE WARRANTIES AND BONDS EXECUTED BY RESPONSIBLE SUBCONTRACTORS, SUPPLIERS, AND MANUFACTURERS. CO-EXECUTE SUBMITTALS WHEN REQUIRED. DIVISION 2 - SITE CONSTRUCTION SELECTIVE DEMOLITION REFER TO DIVISION 1 REGARDING STORAGE OF OWNER'S EXISTING ITEMS. REFER TO DIVISION 1 REGARDING CLEANING. DO NOT INTERFERE WITH USE OF ADJACENT AREAS. MAINTAIN FREE AND SAFE PASSAGE TO AND FROM. CARRY OUT DEMOLITION WORK TO CAUSE AS LITTLE INCONVENIENCE TO ADJACENT OCCUPIED BUILDING AREAS AS POSSIBLE. CEASE OPERATIONS AND NOTIFY ARCHITECT/ENGINEER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. PROVIDE, ERECT, AND MAINTAIN BARRICADES, LIGHTING, GUARDRAILS, AND WARNING SIGNS AS REQUIRED BY APPLICABLE REGULATORY ADVISOR TO PROTECT OCCUPANTS OF BUILDINGS AND WORKERS. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. REMOVE SALVAGE AND DEBRIS FROM THE DEMISED SPACE AS IT ACCUMULATES. DO NOT SELL, BURN, OR OTHERWISE DISPOSE OF SALVAGE AND DEBRIS ON THE SITE UNLESS DIRECTED OTHERWISE BY OWNER. MAINTAIN EXITING REQUIREMENTS AT ALL TIMES. MAINTAIN SECURITY OF EXISTING BUILDINGS WITH TEMPORARY DOORS, CLOSERS, AND LOCKSETS. WHERE AN OPENING IS MADE IN A RATED WALL, PROVIDE TEMPORARY DOOR, FRAME, AND HARDWARE WITH APPROPRIATE RATING FOR WALL CONSTRUCTION. EXECUTE DEMOLITION WORK TO ENSURE SAFETY OF PERSONS, AND ADJACENT PROPERTY AGAINST DAMAGE BY SETTLEMENT, FALLING DEBRIS OR OTHER CAUSES IN CONNECTION WITH THIS WORK. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. REMOVE DEMOLISHED MATERIALS, TOOLS, AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. LEAVE SITE IN AN ACCEPTABLE CONDITION. BOLTS, NUTS, WASHERS, LAGS, AND SCREWS SHALL BE MEDIUM CARBON STEEL. USE SIZE AND TYPE TO SUITE APPLICATION, GALVANIZED FOR EXTERIOR LOCATIONS, HIGH HUMIDITY LOCATIONS, AND TREATED WOOD; PLAIN FINISH FOR OTHER INTERIOR LOCATIONS. PROVIDE TOGGLE BOLTS OR TAPCON FASTENERS FOR ANCHORAGE TO HOLLOW MASONRY. PROVIDE EXPANSION SHIELD AND LAG BOLT FOR ANCHORAGE TO SOLID MASONRY OR CONCRETE. PROVIDE BOLTS OR POWER ACTIVATED FASTENERS FOR ANCHORAGE TO STEEL. ALL PLYWOOD, FRAMING, BLOCKING, ETC. ON THE INTERIOR OR EXTERIOR IS REQUIRED TO BE FIRE-RETARDANT-TREATED AND SHALL BE BY PRESSURE TREATMENT IN ACCORDANCE WITH AWPB STANDARD C-20 FOR LUMBER AND C-27 FOR PLYWOOD. TREATED MATERIAL SHALL BE LABELED TO INDICATE PRESSURE TREATMENT. TREATMENT SHALL BE FOR CLASS "A" FLAME SPREAD RATING. ALL FRAMING SHALL BE IN ACCORDANCE WITH GENERALLY ACCEPTED FRAMING PRACTICES. BUCKS, WHERE REQUIRED FOR FRAMES, SHALL BE NOMINAL 2 INCH THICK MATERIAL AND OF WIDTH REQUIRED BY CONDITIONS. ANCHOR INTO CONCRETE OR MASONRY WALLS LAG BOLTS AND SHIELDS. BLOCKING SHALL BE FURNISHED WHERE REQUIRED FOR ATTACHMENT OF OTHER MATERIALS. THEY SHALL BE PLUMB, LEVEL, STRAIGHT AND SET TO LINE. ALL GROUNDS SHALL BE SOLID. GROUNDS SHALL BE PROVIDED AT ALL OPENINGS IN WALLS REQUIRING WOOD TRIM OR WHERE GRILLES ARE BEING INSTALLED. CUT ALL MEMBERS SQUARE ON BEARINGS, CLOSELY FITTED, ACCURATELY CUT TO REQUIRED LINES AND LEVELS AND RIGIDLY SECURED IN PLACE. WHERE INDICATED, INTERIOR WALLS SHALL BE CONSTRUCTED OF 2 X 4'S SET AT 16 INCHES O.C. WITH SINGLE FLOOR PLATE AND DOUBLE HEAD PLATE UNLESS SHOWN OTHERWISE. INSTALL MISCELLANEOUS BLOCKING, NAILING STRIPS, FRAMING, SHEATHING, AND BACKING AS REQUIRED FOR ATTACHING FASTENERS, ACCESSORIES FOR WALL ITEMS,AND ETC. INSTALL MEMBERS TRUE, PLUMB, AND LEVEL. SECURE IN PLACE. SPACE MISCELLANEOUS FRAMING AND FURRING AT 16 INCHES ON CENTER. CONSTRUCT MEMBERS OF CONTINUOUS PIECES OF LONGEST POSSIBLE LENGTHS. FINISH CARPENTRY THIS SECTION INCLUDES FINISH CARPENTRY AND FABRICATED PLASTIC ITEMS, OTHER THAN SHOP FABRICATED WORK, WITH ATTACHMENT ACCESSORIES. STORE INDOORS IN VENTILATED AREAS WITH CONSTANT 60 DEGREE FAHRENHEIT TEMPERATURE AND 55 PERCENT MAXIMUM RELATIVE HUMIDITY. SOFTWOOD LUMBER: PS 20; CUSTOM GRADE IN ACCORDANCE WITH AWI; MAXIMUM MOISTURE CONTENT OF 5 TO 10 PERCENT FOR INTERIOR WORK AND 15 PERCENT FOR EXTERIOR WORK. HARDWOOD LUMBER: PS 58 OR FED. SPEC MM-L-736; CUSTOM GRADE IN ACCORDANCE WITH AWI; MAXIMUM MOISTURE CONTENT OF 5 TO 10 PERCENT. WOOD PARTICLE BOARD: MEDIUM DENSITY PARTICLEBOARD (45 LBS.). WOOD FIBER BOARD: MEDIUM DENSITY FIBERBOARD (37 TO 50 LBS. PER CUBIC FOOT). SOFTWOOD PLYWOOD: APA A-B. HARDBOARD: PRESSED WOOD FIBER; STANDARD TEMPERED SERVICE GRADE. FRAME CONSTRUCTION: HARDWOOD AS INDICATED IN THE SCHEDULE, SOLID WOOD JAMBS AND HEAD ACCURATELY HOUSED TOGETHER AND SECURED WITH NAILS AND GLUE AS REQUIRED. APPLY STOPS OF SAME SPECIES AS FRAME. NAILS: SIZE AND TYPE TO SUIT APPLICATION. BOLTS, NUTS, WASHERS, LAGS, AND SCREWS: SIZE AND TYPE TO SUIT APPLICATION; NON-CORROSIVE FOR HIGH HUMIDITY, PLAIN FINISH AT OTHER INTERIOR LOCATIONS. THE GENERAL CONDITIONS. VERIFY THAT MECHANICAL, ELECTRICAL, AND BUILDING ITEMS AFFECTING THIS SECTION ARE PLACED AND READY TO RECEIVE FINISH CARPENTRY ITEMS. SET AND SECURE MATERIALS AND COMPONENTS IN PLACE, PLUMB, AND LEVEL. FIT EXPOSED EDGES OF PLYWOOD AND PARTICLEBOARD SHELVING AND SITE MADE CASEWORK WITH HARDWOOD EDGING. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SAND WORK SMOOTH AND SET EXPOSED NAILS AND SCREWS. APPLY WOOD FILLER IN EXPOSED NAIL AND SCREW INDENTATIONS. INTERIOR WOOD DOOR FRAMES: AWI CUSTOM - SLICED RED OAK UNLESS NOTED OTHERWISE. DIVISION 8 - DOORS AND WINDOWS ALUMINUM ENTRANCES AND STOREFRONT PROVIDE ALUMINUM ENTRANCES AND STOREFRONTS WHERE SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. USE AN ADEQUATE NUMBER OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. UPON COMPLETION OF THIS PORTION OF THE WORK, AND AS A CONDITION OF ITS ACCEPTANCE, DELIVER TO THE GREEN GROWTH BRANDS CONSTRUCTION MANAGER COPIES OF A WRITTEN WARRANTY AGREEING TO REPLACE WORK OF THIS SECTION WHICH FAILS DUE TO DEFECTIVE MATERIALS OR WORKMANSHIP WITHIN ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION AS THAT DATE IS DETERMINED IN ACCORDANCE WITH. FAILURE DUE TO DEFECTIVE MATERIALS OR WORKMANSHIP IS DEEMED TO INCLUDE, BUT NOT TO BE LIMITED TO: 1. FAILURES IN OPERATION OF OPERATING COMPONENT OR COMPONENTS. 2. LEAKAGE OR AIR INFILTRATION IN EXCESS OF THE SPECIFIED STANDARD. 3. DETERIORATION OF FINISH TO AN EXTENT VISIBLE TO THE UNAIDED EYE. 4. DEFECTS WHICH CONTRIBUTE TO UNSIGHTLY APPEARANCE, POTENTIAL SAFETY HAZARD, OR POTENTIAL UNTIMELY FAILURE OF THE WORK OF THIS SECTION OR THE WORK AS A WHOLE. PROVIDE ALUMINUM ENTRANCES AND STOREFRONTS AS SPECIFIED IN THE DRAWINGS, IN THE DIMENSIONS AND ARRANGEMENTS SHOWN ON THE DRAWINGS. PREPARE FOR, RECEIVE, AND INSTALL THE FINISH HARDWARE FURNISHED UNDER THESE SPECIFICATIONS UNLESS NOTED IN THE HARDWARE SCHEDULE TO BE PROVIDED BY THE ALUMINUM DOOR / FRAME MANUFACTURER. PROCEDURES: PERFORM ALL FITTING OF FINISH HARDWARE TO DOORS AND FRAMES AT THE FACTORY; EXCEPT DO NOT DRILL OR TAP FOR SURFACE MOUNTED ITEMS UNTIL TIME OF INSTALLATION AT THE SITE. COMPLY WITH FINISH HARDWARE MANUFACTURER'S INSTRUCTIONS AND TEMPLATE REQUIREMENTS. USE CONCEALED FASTENERS TO THE MAXIMUM EXTENT PRACTICABLE. FABRICATE IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND SHOP DRAWINGS AS APPROVED, PREFABRICATING IN THE SHOP TO THE MAXIMUM EXTENT PRACTICABLE. PROVIDE HAIRLINE FIT AT JOINTS, WITH SMOOTH CONTINUITY OF LINE AND ACCURATE RELATION OF PLANES AND ANGLES. SECURELY FASTEN. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. COORDINATE AS REQUIRED WITH OTHER TRADES TO ASSURE PROPER AND ADEQUATE PROVISION IN THE WORK OF THOSE TRADES FOR INTERFACE WITH THE WORK OF THIS SECTION. MAKE MEASUREMENTS AS REQUIRED IN THE FIELD TO ASSURE PROPER FIT. INSTALL THE WORK OF THIS SECTION IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, THE APPROVED SHOP DRAWINGS, PERTINENT REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, AND THE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AS APPROVED, ANCHORING ALL COMPONENTS FIRMLY INTO POSITION FOR LONG LIFE. REMOVE PROTECTIVE COATING COMPLETELY FROM EXPOSED SURFACES AS SOON AS PROGRESS OF THE WORK WILL PERMIT WITH SAFETY. ACCORDANCE WITH PERTINENT PROVISIONS OF SECTION 08800 OF THESE SPECIFICATIONS. DIVISION 3 - CONCRETE REFER TO STRUCTURAL DOCUMENTS FOR DIRECTION. DIVISION 4 - MASONRY REFER TO STRUCTURAL DOCUMENTS FOR DIRECTION. DIVISION 5 - METALS UNLESS NOTED OTHERWISE IN THE STRUCTURAL DOCUMENTS THE PROCEEDING GUIDELINES ARE TO BE FOLLOWED. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. BOLTS, NUTS, AND WASHERS SHALL CONFORM TO ASTM 307. WELDING MATERIALS SHALL CONFORM TO AWS D1.1; TYPE REQUIRED FOR MATERIALS BEING WELDED. VERIFY DIMENSIONS ON SITE PRIOR TO SHOP FABRICATION. GRIND EXPOSED WELDS FLUSH AND SMOOTH WITH ADJACENT FINISHED SURFACES. EASE EXPOSED EDGES TO SMALL UNIFORM RADIUS. EXPOSED MECHANICAL FASTENINGS: FLUSH COUNTERSUNK SCREWS OR BOLTS, UNOBTRUSIVELY LOCATED, CONSISTENT WITH DESIGN OF STRUCTURE, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH, AND HAIRLINE. SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF METAL FABRICATIONS. FABRICATE ANCHORAGE AND RELATED COMPONENTS OF SAME MATERIAL AND FINISH AS METAL FABRICATION, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. IF STEEL IS TO BE FINISH PAINTED, SHOP PRIME MATERIAL CONFORMING TO FED. SPEC TT-P-31 RED, INCLUDING FIELD TOUCH UP. DO DO NOT PRIME STEEL THAT IS NOT BEING FINISHED PAINTED. IF STEEL IS TO BE FINISH PAINTED, PRIME PAINT ITEMS SCHEDULED WITH TWO COATS. CLEAN SURFACES OF RUST, SCALE, GREASE, AND FOREIGN MATTER PRIOR TO FINISHING. DO NOT PRIME SURFACES IN DIRECT CONTACT BOND WITH CONCRETE OR WHERE FIELD WELDING IS REQUIRED. INSTALL ITEMS PLUMB AND LEVEL, ACCURATELY FITTED, FREE FROM DISTORTION OR DEFECTS. AFTER INSTALLATION, TOUCH-UP FIELD WELDS, SCRATCHED, OR DAMAGED SURFACES WITH PRIMER. PROVIDE AND INSTALL ITEMS LISTED IN SCHEDULE AND SHOWN ON DRAWINGS WITH ANCHORAGE AND ATTACHMENTS NECESSARY FOR INSTALLATION. STEEL ENTRANCE STOREFRONT SYSTEM, AND OTHER FABRICATIONS REFER TO DRAWINGS FOR SCOPE (TYPICALLY - HANDRAILS, GUARDS, MONUMENTAL STAIRS, DISPLAY COMPONENTS, ETC...) 1. STEEL SUBCONTRACTOR TO FIELD VERIFY STOREFRONT DIMENSIONS, PRODUCE AND SUBMIT STOREFRONT SHOP DRAWINGS TO GENERAL CONTRACTOR AND GREEN GROWTH BRANDS CONSTRUCTION MANAGER. 2. THE INDIVIDUAL STEEL STOREFRONT PIECES (GLAZING STOPS AND TUBE STEEL) ARE TO BE PREFABRICATED PER APPROVED SHOP DRAWINGS. 3. THE STEEL FABRICATOR TO WELD THE FIXED GLAZING STOPS TO STOREFRONT FRAME. 4. THE INDIVIDUAL, PREFABRICATED PIECES ARE TO BE FULLY OILED PRIOR TO TRANSPORT TO THE POWDER COATER TO PREVENT ANY RUST FROM FORMING. 5. SEND INDIVIDUAL, PREFABRICATED PIECES TO A LOCAL POWDER COATER TO APPLY A POLYESTER CLEAR COAT IN A CONTROLLED ENVIRONMENT. 6. THE FINISHED PREFABRICATED STOREFRONT PIECES ARE THEN SHIPPED TO THE JOBSITE. 7. THE PREFABRICATED PIECES ARE THEN ERECTED IN THE FIELD WITH A COMBINATION OF WELDED AND SCREWED CONNECTIONS: a. SUBCONTRACTOR TO PROVIDE POWDER-COATED STEEL SCREWS FOR ALL SCREWED CONNECTIONS. b. FASTEN THE PERIMETER STEEL TO THE SILLS, HEADERS AND JAMBS, RESPECTIVELY USING COUNTERSUNK SCREWS THAT PENETRATE BOTH WALLS OF THE STEEL TUBE. c. ALL STEEL MEMBERS ARE WELDED TO ONE ANOTHER, WITH WELDED MITER JOINTS AT ALL CORNERS. 8. ALL VISIBLE WELDS ARE TO BE GROUND SMOOTH, WITH THE RESULTANT GRIND AREA TREATED WITH BIRCHWOOD CASEY'S PRESTO BLACK. AFTER THE PRESTO BLACK TREATMENT THE STEEL IS SEALED WITH BIRCHWOOD CASEY DRI TOUCH PLUS IRP3 RUST INHIBITOR. 9. SYSTEM IS TOUCHED UP IN THE FIELD BY FOAM ROLLING ON POLYESTER CLEAR COAT SEALANT. DIVISION 6 - WOODS AND PLASTICS ROUGH CARPENTRY DIMENSION LUMBER FOR BLOCKING, BACKING, AND MISCELLANEOUS FRAMING SHALL BE CONSTRUCTION GRADE, Fb - SINGLE = 1350 psi. SPRUCE-PINE-FIR (SOUTH). DIMENSION LUMBER FOR STUDS SHALL BE HEM - FIR. NO. 2 & BTR. BOARDS, ONE INCH THICK AND UNDER WHERE EXPOSED, SHALL BE NO. 1 COMMON DOUGLAS FIR, WHITE FIR, WHITE SPRUCE, OR PONDEROSA PINE UNLESS NOTED OTHERWISE. MOISTURE CONTENT SHALL NOT EXCEED 19 PERCENT. BOARDS, ONE INCH THICK AND UNDER WHERE CONCEALED BY PERMANENT CONSTRUCTION, SHALL BE NO. 2 OR BETTER. INTERIOR PLYWOOD WHERE COMPLETELY CONCEALED BY PERMANENT CONSTRUCTION SHALL BE C-D PLUGGED INT-APA. EXTERIOR PLYWOOD WHERE CONCEALED OR USED FOR BACKING FOR OTHER MATERIALS SHALL BE C-D EXT-APA. NAILS, SPIKES, AND STAPLES SHALL BE GALVANIZED FOR EXTERIOR LOCATIONS, HIGH HUMIDITY LOCATIONS, AND TREATED WOOD; PLAIN FINISH FOR OTHER INTERIOR LOCATIONS. USE SIZES AND TYPES TO SUIT APPLICATION. STEEL ENTRANCE'S & STOREFRONT REFER TO DIVISION 5 - METALS HOLLOW METAL FRAMES PROVIDE LABELED OR NON-LABELED FRAMES IN THE DIMENSIONS AND TYPE SHOWN ON DRAWINGS IN 18 GAUGE FOR INTERIOR FRAMES AND 16 GAUGE GALVANIZED FOR EXTERIOR FRAMES. PROVIDE REINFORCING IN FRAMES FOR SPECIFIED HARDWARE. FRAMES SHALL BE FACTORY SHOP PRIMED. SET FRAMES ACCURATELY INTO POSITION, PLUMBED, ALIGNED AND BRACED UNTIL PERMANENT ANCHORS ARE SET. AFTER WALL CONSTRUCTION REMOVE TEMPORARY BRACING. AT IN-PLACE CONSTRUCTION SET FRAMES AND SECURE WITH SUITABLE ANCHORAGE DEVICES. BEVEL STRIKE EDGE OF SINGLE ACTING DOORS 1/8 INCH IN 2 INCHES. PREPARE DOORS TO RECEIVE HARDWARE. REFER TO HARDWARE SCHEDULE FOR HARDWARE REQUIREMENTS. INSTALL WOOD DOORS PLUMB AND SQUARE, AND WITH MAXIMUM DIAGONAL DISTORTION OF 1/16 INCH. INSTALL HARDWARE IN ACCORDANCE WITH REQUIREMENTS STATED IN HARDWARE SCHEDULE. WOOD DOORS AWI QUALITY STANDARDS OF ARCHITECTURAL WOODWORK INSTITUTE. FLUSH INTERIOR DOORS SHALL BE 1-3/4 INCH THICK PREMIUM GRADE BIRCH FACE VENEER DOOR. REFER TO DOOR SCHEDULE FOR LOCATION OF SOLID OR HOLLOW CORE DOOR. FABRICATE STANDARD TYPE HOLLOW CORE AND SOLID CORE DOORS IN ACCORDANCE WITH REQUIREMENTS OF AWI QUALITY STANDARDS. BEVEL STRIKE EDGE OF SINGLE ACTING DOORS 1/8 INCH IN 2 INCHES. PREPARE DOORS TO RECEIVE HARDWARE. REFER TO HARDWARE SCHEDULE FOR HARDWARE REQUIREMENTS. INSTALL WOOD DOORS PLUMB AND SQUARE, AND WITH MAXIMUM DIAGONAL DISTORTION OF 1/16 INCH. INSTALL HARDWARE IN ACCORDANCE WITH REQUIREMENTS STATED IN HARDWARE SCHEDULE. DIVISION 9 - FINISHES CERAMIC AND CONCRETE TILE CONFORM TO ANSI - AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR CERAMIC TILE AND INSTALLATION - TCA 137.1. AND MANUFACTURER'S INSTALLATION RECOMMENDATION. TILE SHALL BE QUALITY CERTIFIED BY THE TILE COUNCIL OF AMERICA, EQUAL TO OR EXCEEDING THE RECOMMENDED STANDARD SPECIFICATIONS FOR CERAMIC TILE ANSI 137.1. EACH COLOR TO BE FROM A SINGLE RUN. DELIVER TILE TO THE SITE IN UNOPENED CONTAINERS WITH EACH CONTAINER BEARING THE TCA CERTIFICATION MARK. CERAMIC/ CONCRETE WALL AND FLOOR TILE AND MARBLE SHALL BE AS SPECIFIED IN THE FINISH SCHEDULE. BASE: SANITARY COVED TYPE WITH MATCHING CORNER PIECES. PROVIDE ALL SPECIAL SHAPES REQUIRED INCLUDING BULLNOSED TILE. INSIDE CORNERS TO BE SQUARE. WATERPROOFING (IF REQUIRED) SHALL BE HYDROMENT ULTRA-SET, LATICRETE 9235, OR MAPEI PRP-315. WATERPROOFING MEMBRANE SHALL BE A ONE PART ELASTOMERIC AND SEAMLESS MEMBRANE OF AT LEAST 30 MILS OR 1/32". PROVIDING A POSITIVE BARRIER TO MOISTURE/WATER MIGRATION OR PENETRATION. WATERPROOFING MEMBRANE SHALL MEET ASTM C836-84, ANSI A136.1-1985, CTI-136.1-1985 AND CTI- 64.2-2. SETTING SYSTEM SHALL BE HYDROMENT, LATICRETE OR MAPEI THIN SET MORTAR. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR TYPE TO USE, DEPENDING ON WATERPROOFING SYSTEM USED. GROUT SHALL BE HYDROMENT, LATICRETE OR MAPEI CERAMIC TILE GROUT AND SHALL MEET CRD-C-621-82 AND ANSI A 118.6 A BLENDED MIXTURE OF PORTLAND CEMENT, COLORFAST PIGMENT, HIGH STRENGTH AGGREGATES AND OTHER SELECTED INGREDIENTS TO INSURE PROPER CURING. COLOR SHALL BE AS INDICATED ON THE FINISH SCHEDULE. INSTALL CERAMIC TILE FLOOR IN ACCORDANCE WITH ANSI A 108.5 AND TCA METHOD F 113. INSTALL CERAMIC WALL TILE AND BASE IN ACCORDANCE WITH ANSI A 108.5 AND TCA METHOD W 202 AT MASONRY WALLS AND W 244 AT TILE BACKER BOARD OVER METAL STUDS. CUT AND FIT TILE TIGHT TO PROTRUSIONS AND VERTICAL OR PERPENDICULAR INTERRUPTIONS. FORM CORNERS AND BASES NEATLY. FORM INTERNAL ANGLES SQUARE AND EXTERNAL CORNERS BULLNOSED. WORK TILE JOINTS UNIFORM IN WIDTH, SUBJECT TO VARIANCE IN TOLERANCE ALLOWED IN TILE SIZE. JOINTS SHALL BE WATERTIGHT, WITHOUT VOIDS, CRACKS, EXCESSIVE MORTAR, OR GROUT. SOUND TILE AFTER SETTING. REPLACE HOLLOW SOUNDING UNITS. ALLOW TILE TO SET FOR A MINIMUM OF 48 HOURS PRIOR TO GROUTING. PROHIBIT TRAFFIC FROM FLOOR FINISH AND ACTIVITIES NEAR WALL FINISH FOR 48 HOURS AFTER INSTALLATION. RESILIENT FLOORING FED. SPEC. SS-T-312B - TILE, FLOOR: ASPHALT, RUBBER, VINYL, VINYL COMPOSITION. FED. SPEC. SS-W-40A - WALL BASE: RUBBER AND VINYL PLASTIC. VINYL COMPOSITION TILE 12 INCH BY 12 INCH BY 1/8 INCH THICK; CONFORMING TO FED. SPEC. SS-T-312(B), TYPE IV, COMPOSITION 1; MARBLEIZED PATTERN. MANUFACTURER AND COLOR SHALL BE AS INDICATED IN THE FINISH SCHEDULE. BASE: 4 INCH HIGH BY .125 INCH THICK RUBBER OF VINYL BASE CONFORMING TO FED. SPEC. SS-W-40A, TYPE I OR II WITH COVE BOTTOM EXCEPT WHERE USED IN CONJUNCTION WITH CARPET OR AS INDICATED. MANUFACTURER AND COLOR SHALL BE AS INDICATED IN THE FINISH SCHEDULE. EDGE STRIPS SHALL BE RUBBER OR VINYL, TAPERED AND 1 INCH IN WIDTH. SUB-FLOOR FILLER SHALL BE WHITE PREMIX LATEX, MIX WITH WATER TO PRODUCE CEMENTITIOUS PASTE. PRIMERS AND ADHESIVES SHALL BE WATERPROOF OF TYPES RECOMMENDED BY RESILIENT FLOORING MANUFACTURER FOR SPECIFIC MATERIAL. SEALER AND WAX SHALL BE TYPE RECOMMENDED BY RESILIENT FLOORING MATERIAL MANUFACTURER FOR MATERIAL TYPE AND LOCATION. ENSURE FLOOR SURFACES ARE SMOOTH AND FLOAT WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET ( 1/960). ENSURE CONCRETE FLOORS ARE DRY (MAXIMUM 7 PERCENT MOISTURE CONTENT) AND EXHIBIT NEGATIVE ALKALINITY, CARBONIZATION, OR DUSTING. MAINTAIN MINIMUM 70°F. (21°C.) AIR TEMPERATURE AT FLOORING INSTALLATION AREA FOR 3 DAYS PRIOR TO, DURING, AND FOR 24 HOURS AFTER INSTALLATION. STORE FLOORING MATERIALS IN AREA OF APPLICATION. ALLOW 3 DAYS FOR MATERIAL TO REACH EQUAL TEMPERATURE AS AREA. REMOVE SUB-FLOOR RIDGES AND BUMPS. FILL LOW SPOTS, CRACKS, JOINTS, HOLES, AND OTHER DEFECTS WITH SUB-FLOOR FILLER. CLEAN FLOOR AND APPLY TROWEL AND FLOAT FILLER TO LEAVE SMOOTH, FLAT, HARD SURFACE. PROHIBIT TRAFFIC UNTIL FILLER IS CURED. OPEN FLOOR TILE CARTONS, ENOUGH TO COVER EACH AREA, AND MIX TILE TO ENSURE SHADE VARIATIONS DO NOT OCCUR WITHIN ANY ONE AREA. CLEAN SUBSTRATE. SPREAD CEMENT EVENLY IN QUANTITY RECOMMENDED BY MANUFACTURER TO ENSURE ADHESION OVER ENTIRE AREA OF INSTALLATION. SPREAD ONLY ENOUGH ADHESIVE TO PERMIT INSTALLATION OF FLOORING BEFORE INITIAL SET. SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER TO ENSURE FULL ADHESION. PLACE TILE TO THAT FIELDS OR PATTERNS CENTER ON AREA. NO TILE SHALL BE LESS THAN ONE HALF IN SIZE ALL TILE SHALL BE LAID WITH VEINING RUNNING IN SAME DIRECTION. LAY TRUE, LEVEL, AND EVEN WITH TIGHT ALIGNED JOINTS. TERMINATE RESILIENT FLOORING AT CENTERLINE OF DOOR OPENING(S) WHERE ADJACENT FLOOR FINISH IS DISSIMILAR. INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES WHERE FLOORING TERMINATES. SCRIBE FLOORING TO WALLS, COLUMNS, CABINETS, FLOOR OUTLETS, AND OTHER APPURTENANCES TO PRODUCE TIGHT JOINTS. FIT JOINTS TIGHT AND VERTICAL. MAINTAIN MINIMUM MEASUREMENT OF 18 INCHES BETWEEN JOINTS. MITER INTERNAL CORNERS. USE PREMOLDED SECTIONS FOR EXTERNAL CORNERS AND EXPOSED ENDS. INSTALL BASE ON SOLID BACKING. ADHERE TIGHTLY TO WALL AND FLOOR SURFACES. SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS. PROHIBIT TRAFFIC FROM FLOOR FINISH FOR 24 HOURS AFTER INSTALLATION. REMOVE EXCESS ADHESIVE FROM FLOOR, BASE, AND WALL SURFACES WITHOUT DAMAGING. CLEAN, SEAL, AND WAX FLOOR AND BASE SURFACES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PAINTING: PAINT AND FINISH THE EXTERIOR AND INTERIOR EXPOSED SURFACES LISTED ON THE PAINTING SCHEDULE IN THIS SECTION, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. "PAINT," AS USED HEREIN, MEANS COATING SYSTEMS MATERIALS INCLUDING PRIMERS, EMULSIONS, EPOXY, ENAMELS, SEALERS, FILLER, AND OTHER APPLIED MATERIALS WHETHER USED AS PRIME, INTERMEDIATE, OR FINISH COATS. HARDWARE PROVIDE ITEMS AS LISTED IN HARDWARE SCHEDULE, COMPLETE TO FUNCTION AS INDICATED. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, USING PROPER TEMPLATES. ACCURATELY AND PROPERLY FIT HARDWARE TO DOORS AND FRAMES. REMOVE EXPOSED PARTS UNTIL AFTER PAINT FINISHING IS COMPLETED. RE-INSTALL AFTER FINISHING IS COMPLETED. FIT FIXED PARTS SNUG AND FLUSH . ADJUST OPERATING PARTS TO MOVE FREELY AND SMOOTHLY WITHOUT BINDING, STICKING, OR WITH EXCESSIVE CLEARANCE. AFTER THE WORK HAS BEEN OTHERWISE COMPLETED, EXAMINE HARDWARE IN PLACE FOR COMPLETE AND PROPER INSTALLATION. LUBRICATE BEARING SURFACES OF MOVING PARTS. ADJUST LATCHING AND HOLDING DEVICES FOR PROPER FUNCTION. ADJUST DOOR CONTROL DEVICES TO PROPER SPEED AND POWER. CLEAN EXPOSED SURFACES AND CHECK FOR SURFACE DAMAGE DOOR HARDWARE SHALL BE LEVER - TYPE, CENTERED BETWEEN 30"-44" OFF THE FLOOR AND OPERABLE . 5lb. MAX. FORCE. NO DOORS ARE TO REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE. GLASS PROVIDE GLAZING AND GLAZING ACCESSORIES WHERE SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. USE TYPE AND THICKNESS OF GLASS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. TEMPERED GLASS PROVIDE TEMPERED GLASS WHERE INDICATED ON THE DRAWINGS. FOR TEMPERED PLATE GLASS USE TYPE I, CLASS ONE (1), QUALITY 93. PRIOR TO TEMPERING CUT GLASS TO REQUIRED SIZES AS DETERMINED BY ACCURATE FIELD DIMENSIONS. PROCESS ALL EDGES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR AS INDICATED ON THE DRAWINGS. ALL EXPOSED EDGES SHALL BE GROUND AND POLISHED; NO EXCEPTIONS, PRIOR TO TEMPERING. DO NOT CUT OR TREAT EDGES IN THE FIELD. LAMINATED GLASS PROVIDE LAMINATED SAFETY GLASS, CLEAR, AS INDICATED ON THE DRAWINGS, CONSISTING OF AN INNER FACE AND AN OUTER FACE OF FLOAT GLASS LAMINATED UNDER HEAT AND PRESSURE TO A CLEAR PLASTIC CORE. USE 1/4 INCH THICKNESS FOR MAXIMUM SIZES OF 60 INCHES X 120 INCHES AND USE 3/8 INCH THICKNESS FOR LARGER SIZES UNLESS SPECIFIED OTHERWISE. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE ARCHITECT. INSPECT EACH PIECE OF GLASS IMMEDIATELY PRIOR TO START OF INSTALLATION. DO NOT INSTALL ITEMS WHICH ARE IMPROPERLY SIZED, HAVE DAMAGED EDGES, OR ARE SCRATCHED, ABRADED, OR DAMAGED IN ANY OTHER MANNER. LOCATE SETTING BLOCKS AT SILLS OF PROPER SIZE TO SUPPORT THE GLASS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MITER-CUT AND SEAL THE JOINTS OF GLAZING GASKETS IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS, TO PROVIDE WATERTIGHT AND AIRTIGHT SEAL AT CORNERS AND OTHER LOCATIONS WHERE JOINTS ARE REQUIRED. SHEET TITLE : SHEET NO. : REVISION : ISSUE / DATE: CONSULTANT : DRAWN BY:EXPIRES - 12-31-2020REGISTEREDDAVID A. LEVYSTATE OF NEVADAARCHITECTNo. 3482NORTH LAS VEGAS, NV 89084 420 EAST DEER SPRINGS WAY ISSUE 1 - BID - PERMIT DRAWINGS 11-13-2020 LANDLORD TENANT IMPROVEMENT SUITE 100 A701 DAL ARCHITECTURAL SPECIFICATIONS ACCEPTABLE MANUFACTURERS NOTED BELOW: GYPSUM WALL BOARD: EGGSHELL FINISH LATEX ALL WALLS, NEW 1ST COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR LATEX PRIMER (N216) 2ND COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR 100% ACRYLIC EGGSHELL FINISH (N319) 3RD COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR 100% ACRYLIC EGGSHELL FINISH (N319) GYPSUM WALL BOARD: EGGSHELL FINISH LATEX ALL WALLS, REPAINT 1ST COAT - REMOVE ANY PEELING OR SCALING PAINT AND SAND THESE AREAS TO FEATHER EDGES SMOOTH WITH ADJACENT SURFACES. FILL ALL NAIL HOLES, CRACKS & OTHER SURFACE IMPERFECTIONS. REMOVE SURFACE CONTAMINANTS FROM WALLS WITH A STRONG DETERGENT SOLUTION. PRIME WITH BENJAMIN MOORE REGAL PREMIUM INTERIOR LATEX PRIMER (N216) 2ND COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR 100% ACRYLIC EGGSHELL FINISH (N319) 3RD COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR 100% ACRYLIC EGGSHELL FINISH (N319) GYPSUM WALL BOARD: FLAT FINISH LATEX SALES AREA DRYWALL CEILINGS, NEW 1ST COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR LATEX PRIMER (N216) 2ND COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR 100% ACRYLIC FLAT FINISH (N215) 3RD COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR 100% ACRYLIC FLAT FINISH (N215) GYPSUM WALL BOARD: FLAT FINISH LATEX SALES AREA DRYWALL CEILINGS, REPAINT 1ST COAT - REMOVE ANY PEELING OR SCALING PAINT AND SAND THESE AREAS TO FEATHER EDGES SMOOTH WITH ADJACENT SURFACES. FILL ALL NAIL HOLES, CRACKS & OTHER SURFACE IMPERFECTIONS. REMOVE SURFACE CONTAMINANTS FROM WALLS WITH A STRONG DETERGENT SOLUTION. PRIME WITH BENJAMIN MOORE REGAL PREMIUM INTERIOR LATEX PRIMER (N216) 2ND COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR 100% ACRYLIC FLAT FINISH (N215) 3RD COAT - BENJAMIN MOORE REGAL PREMIUM INTERIOR 100% ACRYLIC FLAT FINISH (N215) WOOD DOORS, JAMBS, CASINGS, TOUCH-UP ON OWNERS FIXTURES & MISC. TRIM: HIGH GLOSS 1ST COAT - BENJAMIN MOORE IRONCLAD ALKYD LOW LUSTER METAL AND WOOD ENAMEL (C163) 2ND COAT - BENJAMIN MOORE IMPERVO ALKYD HIGH GLOSS METAL AND WOOD ENAMEL (C133) 3RD COAT - BENJAMIN MOORE IMPERVO ALKYD HIGH GLOSS METAL AND WOOD ENAMEL (C133) METAL DOORS AND FRAMES: HIGH-GLOSS 1ST COAT - PRIMER IS NOT REQUIRED ON FACTORY PRIMED DOORS AND FRAMES. BENJAMIN MOORE IRONCLAD ALKYD LOW LUSTER METAL AND WOOD ENAMEL (C163) 2ND COAT - BENJAMIN MOORE IMPERVO ALKYD HIGH GLOSS METAL AND WOOD ENAMEL (C133) 3RD COAT - BENJAMIN MOORE IMPERVO ALKYD HIGH GLOSS METAL AND WOOD ENAMEL (C133) EXPOSED STRUCTURAL STEEL, ROOF BAR JOISTS AND METAL DECK: LOW LUSTER - SELF PRIMING 1ST COAT - BENJAMIN MOORE IRONCLAD LATEX LOW LUSTER METAL AND WOOD ENAMEL (363) 2ND COAT - BENJAMIN MOORE IRONCLAD LATEX LOW LUSTER METAL AND WOOD ENAMEL (363) CONCRETE MASONRY UNITS: SEMI-GLOSS FINISH LATEX 1ST COAT - MOORCRAFT SUPER CRAFT LATEX BLOCK, FILLER (285) 2ND COAT - MOORCRAFT SUPER SPEC LATEX SEMI-GLOSS, ENAMEL (276) (INTERIOR ONLY) 3RD COAT - MOORCRAFT SUPER SPEC LATEX SEMI-GLOSS, ENAMEL (276) (INTERIOR ONLY) ALUMINUM/GALVANIZED METAL: SATIN FINISH 1ST COAT - PRIMER IS NOT REQUIRED ON FACTORY PRIMED SURFACES OR REPAINT. 2ND COAT - BENJAMIN MOORE IRONCLAD LATEX LOW LUSTER METAL AND WOOD ENAMEL (363) 3RD COAT - BENJAMIN MOORE IRONCLAD LATEX LOW LUSTER METAL AND WOOD ENAMEL (363) METAL, WOOD, GALVANIZED METAL: ACRYLIC SEMI-GLOSS 1ST COAT - BENJAMIN MOORE - M29 D.T.M. ACRYLIC SEMI-GLOSS 2ND COAT - BENJAMIN MOORE - M29 D.T.M. ACRYLIC SEMI-GLOSS METAL CLEAR COAT, (METAL AWNING DECK, RODS & TURNBUCKLES) 1ST COAT - SHERWIN WILLIAMS OPEX CLEAR LACQUERS CC-C5 (T82C13) SURFACE PREPARATION: 1. PERFORM PREPARATION AND CLEANING PROCEDURES IN STRICT ACCORDANCE WITH THE PAINT MANUFACTURERS' RECOMMENDATIONS AS APPROVED BY THE ARCHITECT/ENGINEER. 2. REMOVE REMOVABLE ITEMS WHICH ARE IN PLACE AND ARE NOT SCHEDULED TO RECEIVE PAINT FINISH; OR PROVIDE SURFACE-APPLIED PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING OPERATIONS. 3. FOLLOWING COMPLETION OF PAINTING IN EACH SPACE OR AREA, REINSTALL THE REMOVED ITEMS BY USING WORKMEN WHO ARE SKILLED IN THE NECESSARY TRADES. 4. CLEAN EACH SURFACE TO BE PAINTED PRIOR TO APPLYING PAINT OR SURFACE TREATMENT. 5. REMOVE OIL AND GREASE WITH CLEAN CLOTHS AND CLEANING SOLVENT OF LOW TOXICITY AND FLASH POINT IN EXCESS OF 200 DEGREES F, PRIOR TO START OF MECHANICAL CLEANING. 6. SCHEDULE THE CLEANING AND PAINTING SO THAT DUST AND OTHER CONTAMINANTS FROM THE CLEANING PROCESS WILL NOT FALL ONTO WET NEWLY PAINTED SURFACES. 7. PLASTER AND VENEER PLASTER MUST BE ALLOWED TO DRY THOROUGHLY FOR AT LEAST 30 DAYS BEFORE PAINTING. PREPARATION OF WOOD SURFACES: 1. CLEAN WOOD SURFACES UNTIL FREE FROM DIRT, OIL, AND OTHER FOREIGN SUBSTANCE. 2. SMOOTH FINISHED WOOD SURFACES EXPOSED TO VIEW, USING THE PROPER SANDPAPER. WHERE SO REQUIRED, USE VARYING DEGREES OF COARSENESS IN SANDPAPER TO PRODUCE A UNIFORMLY SMOOTH AND UNMARRED WOOD SURFACE. 3. UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT/ENGINEER, DO NOT PROCEED WITH PAINTING OF WOOD SURFACES UNTIL THE MOISTURE CONTENT OF THE WOOD IS 12% OR LESS AS MEASURED BY A MOISTURE METER APPROVED BY THE ARCHITECT/ENGINEER. 4. WOOD DOORS: A. CAREFULLY SEAL ALL EDGES IMMEDIATELY AFTER FITTING INCLUDING AREAS ROUTED FOR CONCEALED CLOSERS AND OTHER HARDWARE. B. BEFORE FINISHING, THE FINISHER MUST DO A THOROUGH FINAL SANDING OVER ALL SURFACES USING 120 OR 150 GRIT SANDPAPER, DEPENDING ON THE SPECIES, AND IN CONJUNCTION WITH A HAND BLOCK OR BELT SANDER IN ORDER TO REMOVE ALL SCUFFS, HANDLING MARKS, SCRATCHES, RAISED GRAIN, BURNISHES AND EFFECTS OR EXPOSURE TO MOISTURE THAT MAY OCCUR DURING HANDLING, UNLOADING AND STORAGE. C. IMMEDIATELY AFTER FITTING AND BEFORE HANGING, THE ENTIRE DOOR INCLUDING TOP AND BOTTOM EDGES MUST RECEIVE TWO COATS OF A GOOD QUALITY PAINT, VARNISH OR LACQUER. EXTERIOR FINISHES SHOULD BE USED ON THE EXTERIOR FACES AND ALL EDGES OF EXTERIOR DOORS. D. SOME WOODS, PARTICULARLY OAK, CONTAIN CHEMICALS WHICH REACT WITH IRON OR SOME FINISHING MATERIALS. DO NOT USE STEEL WOOL ON OAK DOORS. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. PROVIDE FINISH COATS WHICH ARE COMPATIBLE WITH THE PRIME COATS ACTUALLY USED. REVIEW OTHER SECTIONS OF THESE SPECIFICATIONS AS REQUIRED, VERIFYING THE PRIME COATS TO BE USED AND ASSURING COMPATIBILITY OF THE TOTAL COATING SYSTEM FOR THE VARIOUS SUBSTRATA. UPON REQUEST, FURNISH INFORMATION ON THE CHARACTERISTICS OF THE SPECIFIC FINISH MATERIALS TO ASSURE THAT COMPATIBLE PRIME COATS ARE USED. PROVIDE BARRIER COATS OVER NON-COMPATIBLE PRIMERS, OR REMOVE THE PRIMER AND REPRIME AS REQUIRED. NOTIFY THE ARCHITECT/ENGINEER IN WRITING OF ANTICIPATED PROBLEMS IN USING THE SPECIFIED COATING SYSTEMS OVER PRIME-COATINGS SUPPLIED UNDER OTHER SECTIONS. ALL PAINTS AND COATINGS SHALL BE PREMIXED AND DELIVERED TO THE JOB SITE IN MANUFACTURER'S SEALED CONTAINERS. EACH CONTAINER SHALL BE LABELED BY THE MANUFACTURER SHOWING PAINT BRAND, COLOR DESIGNATION AND MANUFACTURER'S NAME. ALL EMPTY CONTAINERS SHALL BE REMOVED FROM THE SITE AT THE COMPLETION OF EACH DAY'S WORK. DO NOT APPLY SOLVENT-THINNED PAINTS WHEN THE TEMPERATURE OF SURFACES TO BE PAINTED AND THE SURROUNDING AIR TEMPERATURES ARE BELOW 45 DEGREES F, UNLESS OTHERWISE PERMITTED BY THE MANUFACTURERS' PRINTED INSTRUCTIONS AS APPROVED BY THE ARCHITECT/ENGINEER. DO NOT APPLY PAINT IN SNOW, RAIN, FOG, OR MIST; OR WHEN THE RELATIVE HUMIDITY EXCEEDS 85%; OR TO DAMP OR WET SURFACES, UNLESS OTHERWISE PERMITTED BY THE MANUFACTURERS' PRINTED INSTRUCTIONS AS APPROVED BY THE ARCHITECT. APPLICATIONS MAY BE CONTINUED DURING INCLEMENT WEATHER ONLY WITHIN THE TEMPERATURE LIMITS SPECIFIED BY THE PAINT MANUFACTURER AS BEING SUITABLE FOR USE DURING APPLICATION AND DRYING PERIODS. UPON COMPLETION OF THE WORK OF THIS SECTION, DELIVER TO THE OWNER AN EXTRA STOCK EQUALING 10% OF EACH COLOR, TYPE, AND GLOSS OF PAINT USED IN THE WORK, TIGHTLY SEALING EACH CONTAINER, AND CLEARLY LABELING WITH CONTENTS AND LOCATION WHERE USED. UNDERCOATS AND THINNERS: PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER AS THE FINISH COAT. USE ONLY THE THINNERS RECOMMENDED BY THE PAINT MANUFACTURER, AND USE ONLY TO THE RECOMMENDED LIMITS. INSOFAR AS PRACTICABLE, USE UNDERCOAT, FINISH COAT, AND THINNER MATERIAL AS PARTS OF A UNIFIED SYSTEM OF PAINT FINISH. GYPSUM WALLBOARD SYSTEM PERFORM GYPSUM WALLBOARD SYSTEMS WORK IN ACCORDANCE WITH RECOMMENDATIONS OF ASTM C754 AND GA216 UNLESS OTHERWISE SPECIFIED IN THIS SECTION. GA 216 - RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD. ASTM C 754 - INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW-ATTACHED GYPSUM WALLBOARD, BACKING BOARD, OR WATER-RESISTANT BACKING BOARD. PROVIDE METAL FRAMING MATERIALS IN ACCORDANCE WITH GA 216. STUDS: SCREW-TYPE CEE-SHAPED MINIMUM 20 GAUGE. RUNNERS: MATCH STUDS. FURRING MEMBERS: SCREW-TYPE HAT-SHAPED 20 GAUGE. PROVIDE CHANNELS AND HANGER WIRE IN ACCORDANCE WITH GA 216. FASTENERS AND ANCHORAGES IN ACCORDANCE WITH GA 216. PROVIDE GYPSUM WALLBOARD MATERIALS IN ACCORDANCE WITH RECOMMENDATIONS OF GA 216. STANDARD GYPSUM BOARDS SHALL BE 5/8 INCH THICK (UNLESS NOTED OTHERWISE IN DRAWINGS) USING MAXIMUM PERMISSIBLE LENGTHS, ENDS SQUARE CUT, TAPERED EDGES. FIRE-RATED GYPSUM BOARDS SHALL BE UL RATED, 5/8 INCH THICK USING MAXIMUM PERMISSIBLE LENGTH(S) BLUE BOARD GYPSUM BOARDS SHALL BE 5/8 INCH THICK (UNLESS NOTED OTHERWISE IN DRAWINGS) USING MAXIMUM PERMISSIBLE LENGTHS, ENDS SQUARE CUT, TAPERED EDGES. MOISTURE RESISTANT GYPSUM BOARD SHALL BE 5/8 INCH THICK USING MAXIMUM PERMISSIBLE LENGTH(S) ENDS SQUARE CUT TAPERED EDGES. TO BE USED IN ALL WET AREAS INCLUDING BUT NOT LIMITED TO: RESTROOMS AND MOP SINK LOCATIONS. AGGREGATE PORTLAND CEMENT BOARD, 1/2 INCH THICK, WITH POLYMER-COATED, WOVEN-GLASS MESH IN BACK AND FRONT SURFACES. PROVIDE GYPSUM WALLBOARD ACCESSORIES IN ACCORDANCE WITH GA 216. CORNER BEADS SHALL BE METAL. PROVIDE REINFORCING TAPE, JOINT COMPOUND, ADHESIVE, WATER FASTENERS IN ACCORDANCE WITH GA 216. INSTALL MEMBERS TRUE TO LINES AND LEVELS TO PROVIDE SURFACE FLATNESS WITH MAXIMUM VARIATION OF 1/8 INCH IN 10 FEET (1/960) IN ANY DIRECTION METAL STUDS SHALL BE 16 INCHES ON CENTER UNLESS OTHERWISE INDICATED. PARTITION HEIGHTS SHALL BE FULL HEIGHT FROM FLOOR TO ROOF CONSTRUCTION ABOVE AS/OR INDICATED ON THE DRAWINGS. INSTALL DOUBLE STUDS AT DOOR FRAME JAMBS. INSTALL RUNNERS ON EACH SIDE OF OPENING AT FRAME HEAD HEIGHT BETWEEN JAMB STUDS AND ADJACENT STUDS. INSTALL BLOCKING BEHIND DRYWALL FOR SUPPORT OF PLUMBING FIXTURES, TOILET PARTITIONS, WALL CABINETS, TOILET ACCESSORIES, HARDWARE AND ELSEWHERE AS REQUIRED. COORDINATE INSTALLATION OF BUCKS, ANCHORS, BLOCKING, ELECTRICAL, AND MECHANICAL WORK WHICH IS TO BE PLACED IN OR BEHIND PARTITION FRAMING. ALLOW SUCH ITEMS TO BE INSTALLED AFTER FRAMING IS COMPLETE. ERECT WALL FURRING DIRECTLY ATTACHED TO CONCRETE BLOCK AND CONCRETE WALLS. SPACE FURRING CHANNELS MAXIMUM 16 INCHES ON CENTER, NOT MORE THAN 4 INCHES FROM FLOOR AND CEILING BEARING. ERECT SINGLE LAYER STANDARD GYPSUM BOARD IN DIRECTION MOST PRACTICAL AND ECONOMICAL, WITH ENDS AND EDGES OCCURRING OVER FIRM BEARING. ERECT SINGLE LAYER FIRE-RATED GYPSUM BOARD VERTICALLY, WITH EDGES AND ENDS OCCURRING OVER FIRM USE SCREWS WHEN FASTENING GYPSUM BOARD TO METAL FURRING OR FRAMING. PLACE CORNER BEADS AT EXTERNAL CORNERS. USE LONGEST PRACTICAL LENGTHS. PLACE EDGE TRIM WHERE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS. TAPE, FILL, AND SAND EXPOSED JOINTS, EDGES, CORNERS, OPENINGS, AND FIXTURES, TO PRODUCE SURFACE READY TO RECEIVE SURFACE FINISHES. FEATHER COATS ONTO ADJOINING SURFACES SO THAT CAMBER IS MAXIMUM 1/32 INCH. FINISHING OF TAPING IS NOT REQUIRED ABOVE CEILING LINE. REMOVE AND RE-DO DEFECTIVE WORK. WOOD FLOOR SYSTEM REFER TO FINISH SCHEDULE FOR MORE INFORMATION ON MATERIALS AND MANUFACTURERS. ATTENTION - INSTALLER/OWNER RESPONSIBILITY INSPECT ALL MATERIALS CAREFULLY BEFORE INSTALLATION. WOOD IS A NATURAL PRODUCT CONTAINING NATURAL CHARACTERISTICS SUCH AS NATURAL VARIATIONS IN COLOR, TONE AND GRAINING. SOME VARIATION IN COLOR IS TO BE EXPECTED IN A NATURAL WOOD FLOOR. TOOLS BASIC TOOLS AND ACCESSORIES: BROOM OR VACUUM, CHALK LINE, TAPPING BLOCK, PROFESSIONAL CHOICE CLEANER, HAND OR ELECTRIC JAM SAW, MITER SAW, MOISTURE METER, SAFETY GLASSES, STRAIGHT EDGE, TABLE SAW, TAPE MEASURE, 3M BLUE TAPE, SQUARE, UTILITY KNIFE, PRY BAR, TOWELS AND TROWEL IF GLUING OR A BOSTITCH 50C POWER NAILER FOR NAILING WITH A 1-1/2" POWER CLEAT. (NOTE: YOU MUST USE A 3/8" OR 1/2" ADAPTER AS APPROPRIATE). CAUTION: IMPROPER USE OF A POWER NAILER CAN MARK THE SURFACE OF THE FLOORING JOBSITE CONDITIONS IT IS THE RESPONSIBILITY OF THE INSTALLERS/OWNER TO DETERMINE IF THE JOB SITE SUB-FLOOR AND JOB SITE CONDITIONS ARE ENVIRONMENTALLY AND STRUCTURALLY ACCEPTABLE FOR WOOD FLOOR INSTALLATION. SUB-FLOOR PREPARATION AND RECOMMENDATIONS FOR ALL INSTALLATIONS CONCRETE SUB-FLOORS NEW CONCRETE SLABS REQUIRE A MINIMUM OF 60 DAYS DRYING TIME BEFORE COVERING THEM WITH A WOOD FLOOR. LIGHTWEIGHT CONCRETE LIGHTWEIGHT CONCRETE THAT HAS A DRY DENSITY OF 100 POUNDS OR LESS PER CUBIC FOOT IS NOT SUITABLE FOR WOOD FLOORS. MANY PRODUCTS HAVE BEEN DEVELOPED AS SELF-LEVELING TOPPINGS OR FLOOR UNDERLAYMENTS. THESE INCLUDE CELLULAR CONCRETE, RESIN-REINFORCED CEMENTITIOUS UNDERLAYMENTS, AND GYPSUM-BASED MATERIALS. ALTHOUGH SOME OF THESE PRODUCTS MAY HAVE THE NECESSARY QUALIFICATIONS OF UNDERLAYMENT FOR WOOD FLOORING INSTALLATIONS, OTHERS DO NOT. TO TEST FOR LIGHTWEIGHT CONCRETE, SCRAPE A COIN OR KEY ACROSS THE SURFACE OF THE SUBFLOOR. IF THE SURFACE POWDERS EASILY OR HAS A DRY DENSITY OF L00 POUNDS OR LESS PER CUBIC FOOT, DO NOT INSTALL WOOD FLOORING. CONCRETE SUB-FLOORS MUST BE DRY, SMOOTH (LEVEL WITH 3/16" IN A 10 FOOT. RADIUS - 1/8" IN 6 FT.) AND FREE OF STRUCTURAL DEFECTS. HAND SCRAPE OR SAND WITH A 20-GRIT #3-1/2 OPEN FACE PAPER TO REMOVE LOOSE, FLAKY CONCRETE. GRIND HIGH SPOTS IN CONCRETE AND FILL LOW SPOTS WITH A PORTLAND BASED LEVELING COMPOUND (MIN. 3,000 P.S.I.) CONCRETE MUST BE FREE OF PAINT, OIL, EXISTING ADHESIVES, WAX GREASE, DIRT AND CURING COMPOUNDS. THESE MAY BE REMOVED MECHANICALLY BUT DO NOT USE SOLVENT-BASED STRIPPERS UNDER ANY CIRCUMSTANCES. THE USE OF RESIDUAL SOLVENTS CAN PROHIBIT THE SATISFACTORY BOND OF FLOORING ADHESIVES. IT IS IMPORTANT TO ENSURE A PROPER BOND BETWEEN THE ADHESIVE AND THE CONCRETE, AND PLANKS OR STRIPS. MOHAWK ENGINEERED HARDWOOD FLOORING MAY BE INSTALLED ON-GRADE, ABOVE GRADE, AS WELL AS BELOW GRADE WHERE MOISTURE CONDITIONS DO NOT EXIST. TO ENSURE A LONG LASTING BOND, MAKE SURE THAT THE PERIMETER OF THE FOUNDATION HAS ADEQUATE DRAINAGE AND VAPOR BARRIER. WOOD SUB-FLOORS WOOD SUB-FLOORS NEED TO BE WELL NAILED OR SECURED WITH SCREWS. NAILS SHOULD BE RING SHANKS AND SCREWS NEED TO BE COUNTER SUNK. THE WOOD SUB-FLOOR NEEDS TO BE STRUCTURALLY SOUND AND DRY. THEY SHOULD NOT EXCEED 14% MOISTURE PRIOR TO INSTALLATION. IF THE SUB-FLOOR IS SINGLE LAYER, LESS THAN 3/4" THICK, ADD A SINGLE CROSS LAYER FOR STRENGTH AND STABILITY (MINIMUM 5/16" THICK FOR A TOTAL 3/4" THICKNESS). THIS IS TO REDUCE THE POSSIBILITY OF SQUEAKING. WOOD SUB-FLOORS MUST BE FREE OF PAINT, OIL, EXISTING ADHESIVES, WAX, GREASE, DIRT AND URETHANE, VARNISH ETC. UNDERLAYMENT GRADE OSB (NOT THE WAX SIDE) IS ALSO SUITABLE SUB-FLOORS. PARTICLEBOARD IS NOT AN ACCEPTABLE SUB-FLOOR. INSTALL AT RIGHT ANGLES TO THE EXISTING FLOOR. SUB-FLOOR MOISTURE CHECK FLOORING ADHESIVE MAY BE USED FOR ABOVE, ON, AND BELOW GRADE APPLICATIONS AND ON ALL COMMON SUBSTRATES. ON AND BELOW GRADE APPLICATIONS ARE SUSCEPTIBLE TO MOISTURE AND SHOULD BE TESTED FOR MOISTURE PRIOR TO INSTALLATION IN SEVERAL LOCATIONS WITHIN THE INSTALLATION AREA. ACCEPTABLE CONDITIONS FOR ABOVE ON AND BELOW GRADE APPLICATIONS ARE: LESS THAN 3LBS./1000 SQ. FT./24 HRS. ON A CALCIUM CHLORIDE TEST. LESS THAN A READING OF 5.0 ON A TRAMEX CONCRETE MOISTURE ENCOUNTER (MOISTURE METER). WOOD SUBSTRATES MUST HAVE A MOISTURE READING OF LESS THAN 14% WHEN USING A TRAMEX OR DELMHORST OR EQUIVALENT MOISTURE METER. TO CORRECT ANY SUB-FLOOR PROBLEMS CONCERNING MOISTURE, EITHER WAIT UNTIL THE SUB-FLOOR DRIES TO MEET SPECIFICATIONS OR USE AN APPROPRIATE MOISTURE BARRIER. SUB-FLOORS OTHER THAN WOOD OR CONCRETE NOTE: PERIMETER GLUED RESILIENT VINYL AND RUBBER TILES ARE UNACCEPTABLE UNDERLAYMENTS AND MUST BE REMOVED. WARNING: DO NOT SAND EXISTING RESILIENT TILE, SHEET FLOORING, BACKING, OR FELT LININGS. THESE PRODUCTS MAY CONTAIN ASBESTOS FIBERS THAT ARE NOT READILY IDENTIFIABLE. INHALATION OF ASBESTOS DUST CAN CAUSE ASBESTOSIS OR OTHER SERIOUS BODILY HARM. CHECK WITH LOCAL, STATE AND FEDERAL LAWS FOR HANDLING HAZARDOUS MATERIAL BEFORE ATTEMPTING THE REMOVAL OF THESE FLOORS. CAUTION: THE SLAB SURFACE MUST NEVER EXCEED 85° F. IN TEMPERATURE. PREPARATION REMOVE ALL MOLDINGS AND WALL-BASE AND UNDERCUT ALL DOOR CASINGS WITH A HAND OR POWER JAM SAW USING A SCRAP PIECE OF FLOORING AS A GUIDE. INSTALLATION WOOD FLOOR TO BE INSTALLED IN ACCORDANCE WITH THE NATIONAL WOOD FLOORING ASSOCIATION (NWFA) INSTALLATION GUIDELINES. CLEAN UP USE CLEAN WHITE TERRY CLOTH TOWELS TO CLEAN AS YOU GO, ALONG WITH FLOORING CLEANER. ADHESIVE THAT HAS CURED ON THE SURFACE OF THE FLOORING CAN BE DIFFICULT TO REMOVE AND WILL REQUIRE THE USE OF URETHANE REMOVER. ONCE THE FLOOR IS COMPLETED CLEAN THE FLOORING WITH FLOORING CLEANER. FINAL TOUCHES INSTALL THE PROPER TRIM MOLDING AT THE DOORWAYS TO ACHIEVE THE TRANSITION AND ALONG THE WALLS TO COVER THE EDGES OF ANY GAPS ALONG THE WALL DUE TO IRREGULARITY. DIVISION 10 - SPECIALTIES TOILET ACCESSORIES SEE ROUGH CARPENTRY: WOOD ANCHOR REINFORCEMENT. PROTECT ADJACENT OR ADJOINING FINISHED SURFACES AND WORK FROM DAMAGE DURING INSTALLATION OF WORK OF THIS SECTION. PROVIDE STEEL ANCHOR PLATES AND ANCHOR COMPONENTS FOR INSTALLATION ON BUILDING INSTALL FIXTURES, ACCESSORIES, AND ITEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. INSTALL TRUE, PLUMB, AND LEVEL, SECURELY AND RIGIDLY ANCHORED TO SUBSTRATE. REFER TO ENLARGED TOILET ROOM PLAN FOR ACCESSORIES AND LOCATIONS. 2. EXPOSED PIPE AND DUCT INSULATION: A. APPLY ONE COAT OF LATEX PAINT ON INSULATION WHICH HAS BEEN SIZED OR PRIMED UNDER OTHER SECTIONS; APPLY TWO COATS ON SUCH SURFACES WHEN UNPREPARED. B. MATCH COLOR OF ADJACENT SURFACES. C. REMOVE BAND BEFORE PAINTING, AND REPLACE AFTER PAINTING. 3. HARDWARE: A. PAINT PRIME COATED HARDWARE TO MATCH ADJACENT SURFACES. B. PAINT METAL PORTIONS OF HEAD SEALS, JAMB SEALS, AND ASTRAGAL SEALS TO MATCH THE COLOR OF THE DOOR FRAME UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. 4. WET AREAS: A. IN TOILET ROOMS AND CONTIGUOUS AREAS, ADD AN APPROVED FUNGICIDE TO PAINTS. B. FOR OIL BASE PAINTS, USE 1% PHENOLMERCURIC OR 4% TETRACHLOROPHENOL. C. FOR WATER EMULSION AND GLUE SIZE SURFACES, USE 4% SODIUM TETRACHLOROPHENATE. 5. EXPOSED VENTS: APPLY TWO COATS OF HEAT-RESISTANT PAINT APPROVED BY THE ARCHITECT, WHERE APPLICABLE. PREPARATION OF METAL SURFACES: 1. THOROUGHLY CLEAN SURFACES UNTIL FREE FROM DIRT, OIL, AND GREASE. 2. ON GALVANIZED SURFACES, USE SOLVENT FOR THE INITIAL CLEANING, AND THEN TREAT THE SURFACE THOROUGHLY WITH PHOSPHORIC ACID ETCH. REMOVE ETCHING SOLUTION COMPLETELY BEFORE PROCEEDING. 3. ALLOW TO DRY THOROUGHLY BEFORE APPLICATION OF PAINT. PAINT APPLICATION: 1. TOUCH-UP SHOP-APPLIED PRIME COATS WHICH HAVE BEEN DAMAGED, AND TOUCH-UP BARE AREAS PRIOR TO START OF FINISH COATS APPLICATION. 2. FACTORY PRIMED WOOD MATERIALS INCLUDING BUT NOT LIMITED TO; DOORS, JAMBS, CASINGS, MOLDINGS, ETC. ARE TO HAVE AN ADDITIONAL COAT OF PRIMER APPLIED IN THE FIELD PRIOR TO FINISHING. 3. SLIGHTLY VARY THE COLOR OF SUCCEEDING COATS. A. DO NOT APPLY ADDITIONAL COATS UNTIL THE COMPLETED COAT HAS BEEN INSPECTED AND APPROVED. B. ONLY THE INSPECTED AND APPROVED COATS OF PAINT WILL BE CONSIDERED IN DETERMINING THE NUMBER OF COATS APPLIED. 4. SAND AND DUST BETWEEN COATS TO REMOVE DEFECTS VISIBLE TO THE UNAIDED EYE FROM A DISTANCE OF FIVE FEET. 5. ON REMOVABLE PANELS AND HINGED PANELS, PAINT THE BACK SIDES TO MATCH THE EXPOSED SIDES. DRYING: 1. ALLOW SUFFICIENT DRYING TIME BETWEEN COATS, MODIFYING THE PERIOD AS RECOMMENDED BY THE MATERIAL MANUFACTURER TO SUIT ADVERSE WEATHER CONDITIONS. 2. CONSIDER OIL-BASE AND OLEO-RESINOUS SOLVENT-TYPE PAINT AS DRY FOR RECOATING WHEN THE PAINT FEELS FIRM, DOES NOT DEFORM OR FEEL STICKY UNDER MODERATE PRESSURE OF THE THUMB, AND WHEN THE APPLICATION OF ANOTHER COAT OF PAINT DOES NOT CAUSE LIFTING OR LOSS OF ADHESION OF THE UNDERCOAT. BRUSH APPLICATIONS: 1. BRUSH OUT AND WORK THE BRUSH COATS ONTO THE SURFACE IN AN EVEN FILM. 2. CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, RUNS, SAGS, ROPINESS, AND OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. SPRAY APPLICATION: 1. EXCEPT AS SPECIFICALLY OTHERWISE APPROVED BY THE ARCHITECT/ENGINEER, CONFINE SPRAY APPLICATION TO AC GRILLES, LIGHT TRIM RINGS, METAL FRAMEWORK AND SIMILAR SURFACES WHERE HAND BRUSH WORK WOULD BE INFERIOR. 2. WHERE SPRAY APPLICATION IS USED, APPLY EACH COAT TO PROVIDE THE HIDING EQUIVALENT OF BRUSH COATS. 3. DO NOT DOUBLE BACK WITH SPRAY EQUIPMENT TO BUILD UP FILM THICKNESS OF TWO COATS IN ONE PASS. FOR COMPLETED WORK, MATCH THE APPROVED SAMPLES AS TO TEXTURE, COLOR AND COVERAGE. REMOVE, REFINISH, OR REPAINT WORK NOT IN COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. MISCELLANEOUS SURFACES AND PROCEDURES: 1. EXPOSED MECHANICAL ITEMS: A. FINISH ELECTRIC PANELS, ACCESS DOORS, CONDUITS, PIPES, DUCTS, GRILLES, REGISTERS, VENTS, AND ITEMS OF SIMILAR NATURE TO MATCH THE ADJACENT WALL AND CEILING SURFACES, OR AS DIRECTED. B. PAINT VISIBLE DUCT SURFACES BEHIND VENTS, REGISTERS, AND GRILLES FLAT BLACK. C. WASH METAL WITH SOLVENT, PRIME, AND APPLY TWO COATS OF ALKYD ENAMEL.