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HomeMy WebLinkAbout6320 W. 44th Avenue01. c NEI A. GENERAL: 1. REFER TO BASE BUILDING SPECIFICATIONS, BASE BUILDING DRAWINGS, GENERAL CONDITIONS AND DIVISION 1 FOR SUPPLEMENTAL REQUIREMENTS. 2. WHILE ALL WORK IS IN PROGRESS, EXCEPT FOR SHORT DESIGNATED INTERVALS DURING WHICH CONNECTIONS ARE TO BE MADE, CONTINUITY OF SERMCE TO ALL EXISTING SYSTEMS SERVING OCCUPIED SPACES, SHALL BE MAINTAINED. PROVIDE TEMPORARY PIPING SERVICES WHERE REQUIRED TO MAINTAIN EXISTING AREAS OPERABLE. 3. ANY WORK WHICH WILL AFFECT THE BUILDING OCCUPANTS INCLUDING BUT NOT LIMITED TO WORK WHICH GENERATES EXCESSIVE NOISE DUST SMOKE OR INCONVENIENCE TO BUILDING OCCUPANTS SHALL BE PERFORMED AFTER BUSINESS HOURS UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THE BUILDING MANAGER. 4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH OWNER AT ALL TIMES FOR ALL NEW -TO -EXISTING CONNECTIONS, SYSTEM SHUTDOWNS, RESTART -UP, AND FLUSHING AND FLUNG OF BOTH NEW AND EXISTING AFFECTED SYSTEMS. 5. THE CONTRACTOR SHALL VISIT AND EXAMINE THE PREMISES AND/OR JOB SITE SO AS TO ASCERTAIN, PRIOR TO BIDDING, THE EXISTING CONDITIONS IN WHICH HE WILL BE OBLIGED TO OPERATE IN PERFORMING HIS PART OF THE CONTRACT. NO EXTRAS WILL BE ALLOWED DUE TO LACK OF KNOWLEDGE OF THESE CONDITIONS. 6. REPORT ANY EXISTING DAMAGED EQUIPMENT OR SYSTEMS TO THE OWNER PRIOR TO ANY WORK. 7. INSTALL ALL EQUIPMENT AND MATERIALS IN SUCH A MANNER AS TO PROVIDE REQUIRED ACCESS FOR SERMCING AND MAINTENANCE. ALLOW AMPLE SPACE FOR REMOVAL OF ALL PARTS THAT REWIRE REPLACEMENT OR SERVICING. B. FURNISH HINGED STEEL ACCESS DOORS WITH CONCEALED LATCH, WHETHER SHOWN ON DRAWINGS OR NOT, WHERE REQUIRED FOR ACCESS TO ALL CONCEALED VALVES, SHOCK ABSORBERS, MOTORS, FANS, BALANCING COCKS, AND OTHER OPERATING DEVICES REQUIRING ADJUSTMENT OR SERVICING. ACCESS DOORS IN FIRE -RATED WALLS AND CEILINGS SHALL HAVE EQUIVALENT U.L. LABEL AND FIRE RATING. 9. IT IS THE INTENTION OF THESE SPECIFICATIONS AND DRAWINGS TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION. WHEREVER THE WORD 'PROVIDE' IS USED, IT SHALL MEAN 'FURNISH AND INSTALL COMPLETE AND READY FOR USE.' 10. SECURE AND PAY FOR ALL PERMITS, TAP FEES, TAXES, ROYALTIES, UCENSES, AND INSPECTIONS IN CONNECTION WITH THE WORK SPECIFIED UNDER THIS DIVISION. 11. ALL WORK SHALL COMPLY WITH ALL APPUCABLE CODES AND REGULATIONS. 12. DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, VALVE, FITIING, ETC. 13. DRAWINGS SHALL NOT BE SCALED FOR ROUGH -IN MEASUREMENTS OR USED AS SHOP DRAWINGS. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD. 14. ALL NEW, RELOCATED AND EXISTING MATERIALS, IN CEIUNG PLENUMS SHALL BE CLASS 1 RATED, NOT EXCEEDING RATING OF 25 FLAME SPREAD AND 50 SMOKE DEVELOPED. REMOVE AND REPLACE ALL EXISTING MATERIALS NOT IN COMPLIANCE. 15. BEFORE ANY EQUIPMENT IS ORDERED AND/OR INSTALLED, DETERMINE THAT SAID EQUIPMENT WILL PROPERLY FIT WITHIN THE SPACE ALLOCATED; THAT REQUIRED PIPING GRADES CAN BE MAINTAINED; AND THAT DUCTWORK CAN BE RUN AS INTENDED. 16. COORDINATE THE INSTALLATION OF MECHANICAL MATERIALS AND EQUIPMENT ABOVE AND BELOW CEILINGS, UGHT FIXTURES, AND OTHER BUILDING COMPONENTS. ALL COMPONENTS SHALL BE LOCATED AS TIGHT TO STRUCTURE AS POSSIBLE. COORDINATE CEIUNG CAMTY SPACE CAREFULLY NTH ALL TRADES. 17. ALL ROOF PENETRATIONS SHALL BE SEALED WATER TIGHT. PROVIDE FLASHING AND COUNTER FLASHING AS REQUIRED. COORDINATE ROOFING WORK 'WTH THE GENERAL CONTRACTOR. 18. CONTRACTOR SHALL NOTIFY ENGINEER 48 HOURS PRIOR TO SUBSTANTIAL COMPLETION OF CONSTRUCTION OR INSTALLATION OF CEILING TILE, TO SCHEDULE A FINAL PUNCH UST WALKTIHROUGH. 19. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, FREE OF DEFECTS, AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S CURRENT PUBLISHED RECOMMENDATIONS. 20. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ARCHITECT/ENGINEER IN ELECTRONIC (PDF) FORMAT, ALL SHOP DRAWINGS AND DESCRIPTIVE EQUIPMENT DATA/SUBMITTALS REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL IDENTIFY ANY 'LONG LEAD TIME' ITEMS, WHICH MAY IMPACT THE OVERALL PROJECT SCHEDULE. ALL BIDS SHALL INCLUDE COSTS ASSOCIATED WTH THE PURCHASE AND DEUVERY OF EQUIPMENT TO MEET THE PROJECT SCHEDULE. ALL SUBMITTALS SHALL BE CLEAR AND CONCISE. PARTIAL, PROGRESS, 'PIECEMEAL; OR CATALOGUES WILL NOT BE REVIEWED AND WILL BE RETURNED AS INCOMPLETE - Na EXCEPTIONS. ALLOW A MINIMUM OF 7 WORKING DAYS FOR ARCHITECTANGINEER'S REVIEW. 21. REVIEW OF THE EQUIPMENT SUBMITTALS IS CONTINGENT ON WHETHER THE PHYSICAL DIMENSIONS OF THE SUBMITTED EQUIPMENT WILL FIT INTO ALLOTED SPACES WTH CLEARANCE FOR INSTALLATION AND MAINTENANCE. CONTRACTOR SHALL VERIFY PRIOR TO ORDERING AND INSTALLATION. 22. QUIET OPERATION AND VIBRATION: MECHANICAL EQUIPMENT PROVIDED UNDER THIS CONTRACT SHALL OPERATE UNDER ALL LOAD CONDITIONS WITIHOUT NOISE OR VIBRATION, WHICH IS OBJECTIONABLE IN THE OPINION OF THE ENGINEER. 23. KEEP A COMPLETE SET OF RECORD DOCUMENT PRINTS IN CUSTODY DURING ENTIRE PERIOD OF CONSTRUCTION AT THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, TURN THESE DRAWINGS OVER TO THE GENERAL CONTRACTOR FOR HIS SUBMISSION TO THE ARCHITECT. 24. THE CONTRACTOR FOR THIS WORK SHALL EXAMINE THE DRAWINGS AND SPECIFICATIONS FOR OTHER PARTS OF THE WORK, AND IF HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE OR IF ANY DISCREPANCIES OCCUR BETWEEN THE PLANS FOR HIS WORK AND THE PLANS FOR THE WORK OF OTHERS, HE SHALL REPORT SUCH DISCREPANCIES TO THE ARCHITECTNGINEER AND SHALL OBTAIN WRITTEN INSTRUCTIONS FOR ANY CHANGES NECESSARY TO ACC MMODATE HIS WORK WTH THE WORK OF OTHERS. ANY CHANGES IN THE WORK COVERED BY THIS SPECIFICATION MADE NECESSARY BY THE FAILURE OR NEGLECT OF THE CONTRACTOR TO REPORT SUCH DISCREPANCIES SHALL BE MADE BY AND AT THE EXPENSE OF THIS CONTRACTOR. 25. EQUIPMENT SCHEDULES ESTABUSH A QUAUTY AND DESIGN STANDARD. SUBSTITUTIONS MUST BE EQUIVALENT IN PERFORMANCE, MATERIAL, SPACE, AND CONFIGURATION REQUIREMENTS. THE PROJECT ENGINEER OR ARCHITECT'S DECISION WALL BE FINAL AND MAY BE BASED ON BOTH CERTIFIED TEST DATA AND SUBJECTIVE REASONING. 26. THE MANUFACTURER'S MATERIAL OR EQUIPMENT LISTED IN THE SCHEDULE OR IDENTIFIED BY NAME ON THE DRAWINGS ARE THE TYPES TO BE PROMDED FOR THE ESTABUSHMENT OF SIZE, CAPACITY, GRADE AND QUAUTY. IF ALTERNATES ARE USED IN LIEU OF THE SCHEDULED NAMES, THE COST OF ANY CHANGES IN CONSTRUCTION REQUIRED BY THEIR USE SHALL BE BORNE BY CONTRACTOR. 27. OPERATING AND MAINTENANCE DATA: THE CONTRACTOR SHALL PREPARE AN OPERATING AND MAINTENANCE MANUAL COVERING ALL SYSTEMS AND EQUIPMENT INSTALLED UNDER THIS DIVISION. SUBMIT AN OUTUNE OF A PREVENTATIVE MAINTENANCE PROGRAM FOR EACH SYSTEM. CONTRACTOR SHALL PROPERLY LUBRICATE ALL MECHANICAL PIECES OF EQUIPMENT, WHICH HE HAS PROVIDED BEFORE TURNING THE BUILDING OVER TO THE OWNER. 28. DEMOLITION: 28.1. DURING THE DEMOUTION PHASE REMOVE EXISTING EQUIPMENT, PIPING, DUCTWORK AND RELATED ITEMS, EITHER AS SHOWN ON THE DEMOLITION DRAWINGS AS BEING REMOVED, OR AS REQUIRED FOR THE WORK. 28.2. PROPERLY CAP AND SEAL ALL DUCTWORK AND PIPING NOT USED. 28.3. EXISTING THERMOSTATS, DIFFUSERS, DUCTWORK, ETC., NOTED ON DRAWINGS TO BE RE -USED SHALL BE THOROUGHLY CLEANED AND/OR REFINISHED TO MATCH NEW. 28.4. THE LOCATION OF EXISTING EQUIPMENT, PIPING, DUCTWORK, ETC., SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM EXISTING DRAWINGS AND IS, THEREFORE, ONLY AS ACCURATE AS THAT INFORMATION. 29. WARRANTIES: 29.1. PROMDE COMPLETE WARRANTY INFORMATION FOR EACH ITEM, INCLUDING, NAME OF PRODUCT OR EQUIPMENT; DATE OF BEGINNING OF WARRANTY OR BOND; DURATION OF WARRANTY OR BOND; AND NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF MANUFACTURING/SERVICING PERSONNEL, AS WELL AS, PROCEDURES FOR FILING A CLAIM AND OBTAINING WARRANTY SERVICES. 29.2. THE CONTRACTOR SHALL WARRANT ALL MATERIALS, WORKMANSHIP AND THE SUCCESSFUL OPERATION OF ALL EQUIPMENT AS IDENTIFIED IN THE GENERAL CONDITIONS, OR DIV. 1. 30. ANY FILTERS USED DURING CONSTRUCTION SHALL BE REPLACED WITH NEW FILTERS DURING FINAL CLEANUP. 31. EXISTING EQUIPMENT; CHECK, VERIFY AND MAKE OPERABLE ALL EXISTING EQUIPMENT THAT IS NOTED TO BE REUSED. PROVIDE SERVICE ON ALL ROOFTOP HVAC UNITS, Z -BOXES, FAN COILS, AIR CONDITIONING UNITS, ETC., AS REQUIRED TO BRING THEM TO PROPER OPERATING CONDITION. CLEAN COILS AND ENCLOSURE, LUBRICATE, CHECK MOTORS AND REPLACE FILTERS. 32. RESPONSIBILITY OF CONTRACTOR: THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE AND SATISFACTORY INSTALLATION OF THE WORK IN ACCORDANCE WITH THE TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. HE SHALL PROVIDE, WITHOUT EXTRA CHARGE, ALL INCIDENTAL ITEMS REQUIRED, AS A PART OF HIS WORK. THE INSTALLATION SHALL BE SO MADE THAT ITS SEVERAL COMPONENT PARTS WILL FUNCTION TOGETHER AS A WORKABLE SYSTEM AND SHALL BE LEFT WITH ALL PARTS ADJUSTED AND IN WORKING ORDER. B. MECHANICALALECTRICAL REQUIREMENTS FOR MECHANICAL EQUIPMENT: 1. CONTRACTOR SHALL REVIEW ELECTRICAL POWER REQUIREMENTS FOR MECHANICAL EQUIPMENT THAT ARE SCHEDULED ON THE ELECTRICAL DRAWINGS AND VERIFY THAT THEY MATCH PRIOR TO ORDERING EQUIPMENT. DO NOT PURCHASE MOTORS OR ELECTRICAL EQUIPMENT UNTIL POWER CHARACTERISTICS AVAILABLE AT BUILDING SITE LOCATION HAVE BEEN CONFIRMED BY CONTRACTOR. 2. PROVIDE SAFETY DISCONNECT SWITCHES FOR ALL MECHANICAL EQUIPMENT, UNLESS SPECIFICALLY SHOWN ON THE ELECTRICAL DIVISION. 3. FURNISH COMBINATION TYPE FULL NEMA RATED STARTERS WTH FUSED DISCONNECT SWITCH FOR ALL 3-PHASE MOTORS PROVIDED. 4. ELECTRICAL WIRING IN CONNECTION WTH THE AUTOMATIC TEMPERATURE CONTROL SYSTEM, INCLUDING INTERLOCK WIRING, WHERE SHOWN ON THE ELECTRICAL DIVISION DRAWINGS, SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR. ALL OTHER WIRING INCLUDING 120V REQUIRED FOR PROPER OPERATION OF THE AUTOMATIC TEMPERATURE CONTROL SYSTEM, SHALL BE PERFORMED BY THE MECHANICAL CONTRACTOR. C. MECHANICAL SYSTEMS FIRESTOPPING: 1. CONTRACTOR SHALL PROVIDE FIRESTOP SYSTEM FOR ALL THROUGH PENETRATIONS OF PIPING, DUCTWORK AND OTHER MECHANICAL ITEMS THROUGH FIRE -RATED CORRIDOR WALLS, FIRE RESISTIVE WALLS, FIRE RESISTIVE SHAFTS AND FLOOR PENETRATIONS NOT WTHIN THE CAVITY OF A WALL. RRESTOP SYSTEM SHALL BE USTED/INSTALLED/TESTED IN ACCORDANCE WITH ASTM E814 OR UL 1479. THE SYSTEM SHALL HAVE AN F RATING/ T RATING OF NOT LESS THAN 1 HR AND NOT LESS THAN THE REQUIRED RATING OF THE PENETRATING ASSEMBLY. CONTRACTOR SHALL ALSO REFERENCE AND COMPLY WITH 2015 IBC SECTION 714.3.1.2. D. PIPING APPLICATION: 1. ALL PIPING SHALL CONFORM TO APPUCABLE NATIONAL AND LOCAL CODES. 2. DOMESTIC HOT AND COLD WATER: ABOVE GRADE, INSIDE BUILDING; TYPE 7' HARD DRAWN COPPER TUBE, 95-5 TIN -ANTIMONY SOLDERED JOINTS. BELOW GRADE, INSIDE AND OUTSIDE BUILDING; 3' AND SMALLER: TYPE 'K' SOFT DRAWN COPPER WITH SILVER BRAZED SOLDER JOINTS, 4' AND LARGER: DUCTILE IRON, TAR COATED OUTSIDE, CEMENT MORTAR UNDO INSIDE. 3. SANITARY DRAINAGE, STORM DRAINAGE AND VENTS - INSIDE BUILDING: ABOVE GRADE: CISPI 301 CAST IRON, NO -HUB TYPE, WITH NEOPRENE GASKETS AND 300 SERIES STAINLESS STEEL CLAMPS; BELOW GRADE: ASTM A-74 SERVICE WEIGHT CAST IRON, HUB -AND -SPIGOT TYPE ONLY, WTH NEOPRENE COMPRESSION GASKETS. BEYOND 5 FEET OUTSIDE BUILDING; UNLESS SPECIFIED BY CIVIL, ASTM D-3034 SDR -35 PVC SEWER PIPE. 4. NATURAL GAS PIPING, ABOVE GRADE, EXPOSED LOCATIONS, 2' AND SMALLER: SCHEDULE 40 BLACK STEEL PIPE, BEVELED ENDS, WITH 150 PSI MALLEABLE IRON FITTINGS AND THREADED JOINTS. INACCESSIBLE LOCATIONS, BELOW GRADE OR LARGER THAN 2': SCHEDULE 40 BLACK STEEL PIPE WITH SEAMLESS STEEL BUTT -WELD FITTINGS AND WELDED JOINTS. FOR BELOW GRADE GAS PIPING, PROMDE PIPING WITH MACHINE -APPLIED COATING AND WRAPPING IN ACCORDANCE WITH LOCAL CODE AND UTILITY COMPANY REQUIREMENTS. PROVIDE CATHODIC PROTECTION. 5. FOR GAS PIPING INSTALLED ON ROOF SHALL BE SUPPORTED AT A MINIMUM OF EVERY 6 FEET WITH 6' MINIMUM CLEARANCE FROM ROOF, EXCEPT WHERE GOVERNED BY MORE STRINGENT LOCAL CODES OR SPECIFICATIONS. 6. EXPOSED GAS PIPING SHALL BE LABELED WITH GAS PRESSURE AND PAINTED TO PREVENT CORROSION. 7. PROVIDE FULL-SIZED SHUT-OFF VALVE, PRESSURE REGULATOR (VENTED TO OUTSIDE) AND 6' DRIP LEG FOR CONNECTIONS TO GAS-FIRED EQUIPMENT. B. SPACE HEATING WATER, CHILLED WATER, AND CONDENSER WATER PIPING; 2-1/2' AND SMALLER: TYPE L COPPER TUBE, ASTM B-88, WITH WROUGHT COPPER FITTINGS PER ANSI 816.22, BRAZED OR LEAD-FREE SOLDERED. 3' AND LARGER: SCHEDULE 40 BLACK STEEL WITH FLANGED OR WELDED JOINTS. 9. EQUIPMENT DRAINS, CONDENSATE DRAINS AND OVERFLOWS; TYPE 'M' OR 'DWV' COPPER. 10. REFRIGERANT PIPING (FIELD INSTALLED);TYPE 'K' HARD -DRAWN COPPER TUBING WITH WROUGHT COPPER SILVER SOLDERED FITTINGS AND COUPLINGS; OR TYPE 'L' COPPER, REFRIGERANT GRADE, COLOR CODED AND MARKED 'ACR' WTH BRAZED JOINTS. SOFT -ANNEALED COPPER TUBING MAY BE USED IN SIZES UP TO 1-3/8', AND, WHEN USED, SHALL BE ENCLOSED IN IRON OR STEEL PIPING OR IN CONDUIT, MOLDING OR RACEWAY WHICH WALL PROTECT SAID TUBING AGAINST DAMAGE. E. PIPING INSTALLATION: 1. GENERAL: INSTALL PIPES AND PIPE FITTINGS IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES, WHICH WILL ACHIEVE PERMANENTLY LEAK -PROOF PIPING SYSTEMS, CAPABLE OF PERFORMING EACH INDICATED SERVICE WITHOUT PIPING FAILURE INSTALL EACH RUN WITH MINIMUM JOINTS AND COUPLINGS, BUT WITH ADEQUATE AND ACCESSIBLE UNIONS FOR DISASSEMBLY AND MAINTENANCE/REPLACEMENT OF VALVES AND EQUIPMENT. 2. SANITARY WASTE AND VENT; ROOF DRAIN; AND STORM DRAIN PIPING: 2.1. VERIFY ALL INVERT ELEVATIONS OF EXISTING WASTE AND STORM DRAIN PIPING PRIOR TO ANY NEW WORK. 2.2. INSTALL PLUMBING DRAINAGE PIPING WTH MINIMUM 144* PER FOOT (2%) DOWNWARD SLOPE IN DIRECTION OF DRAIN FOR PIPING 3' ANDS ALLER. INSTALL 4' AND LARGER PIPING WITH MINIMUM 1/8' PER FOOT (1%) DOWNWARD SLOPE, UNLESS OTHERWISE INDICATED ON DRAWINGS AND WHEN APPROVED BY ADMINISTRATIVE AUTHORITIES. 2.3. GRADE VENT PIPING FOR PROPER VENTILATION MINIMUM 1/8' PER FOOT) AND TO ALLOW PIPING TO FREE ITSELF QUICKLY OF CON ENSATION OF WATER. 3. CONTRACTOR SHALL FIELD VERIFY ALL PIPING AND PLUMBING LOCATIONS AND INVERTS PRIOR TO TRENCHING OR INSTALLATION OF NEW PIPING. ALLOW FOR COST OF X-RAYING FLOOR FOR LOCATING BURIED PIPING AND PRIOR TO MAKING FLOOR PENETRATIONS. 4. INSTALL HANGERS AND GUIDES AS NECESSARY FOR PIPING SYSTEMS, WHICH ARE SELF-SUPPORTING AND NOT DEPENDENT UPON CONNECTION TO EQUIPMENT. ALL PIPING SHALL BE ADEQUATELY SUPPORTED FROM THE BUILDING STRUCTURE WITH ADJUSTABLE HANGERS TO MAINTAIN UNIFORM GRADING, WHERE REQUIRED AND TO PREVENT SAGGING AND POCKETING. 5. ALLOW FLEXIBIUTY IN THE CONSTRUCTION OF THE PIPING SYSTEM IN ORDER TO PREVENT EXCESSIVE STRESSES IN MATERIALS AND JOINTS DUE TO THERMAL EXPANSION OR EQUIPMENT VIBRATION. PROVIDE SUFFICIENT SWING JOINTS, ANCHORS, EXPANSION LOOPS, EXPANSION JOINTS, AND/OR OTHER DEVICES AS NECESSARY, AND INSTALL SO AS TO PERMIT FREE EXPANSION AND CONTRACTION WITHOUT CAUSING UNDUE STRESSES. 6. PROVIDE SHUTOFF VALVES AND UNIONS OR FLANGES TO ISOLATE EACH ITEM OF EQUIPMENT. 7. PROVIDE DIELECTRIC UNIONS AT ALL JUNCTIONS OF DISSIMILAR METALS. 8. PROVIDE SHEET METAL SHIELDS FOR PIPING 2' AND SMALLER (EXCEPT WHERE REQUIRED TO BE CLAMPED) AND CALCIUM SIUCATE THERMAL INSERT WTH SHEET METAL SHIELDS FOR PIPING LARGER THAN 2' AND FOR ALL SIZES OF INSULATED PIPING REQUIRED TO BE CLAMPED. 9. PROVIDE ELECTROLYSIS ISOLATORS AT ALL HANGERS AND SUPPORTS FOR DOMESTIC WATER, CONDENSER WATER, AND OTHER WATER LINES WHICH ARE NOT INSULATED. 10. TEST ALL PIPING SYSTEMS. CORRECT LEAKS BY REMAKING JOINTS. GIVE A MINIMUM OF TWENTY-FOUR (24) HOURS NOTICE TO ENGINEER OF DATES WHEN ACCEPTANCE TEST WILL BE CONDUCTED. 11. ALL PIPING SHALL BE CLEANED AND FLUSHED PRIOR TO SERVICE. 12. NEW DOMESTIC WATER SUPPLY AND DISTRIBUTION SYSTEMS SHALL BE PURGED AND STERILIZED BEFORE ACCEPTANCE FOR OPERATION, IN ACCORDANCE WITH IPC 2015 SECTION 610. F. MECHANICAL IDENTIFICATION: 1. LABEL ALL DUCT ACCESS DOORS, PIPING, EQUIPMENT AND THERMOSTATS. PIPING AND EQUIPMENT SHALL BE IDENTIFIED WITH LETTERS 2' HIGH AND 6' FLOW ARROWS. G. VIBRATION CONTROL: 1. ALL MECHANICAL EQUIPMENT PIPING AND DUCTWORK AS NOTED OR IN THE SPECIFICATION SHALL BE MOUNTED ON VIBRATION ISOLATORS TO PREVENT THE TRANSMISSION OF MBRA110N AND MECHANICALLY TRANSMITTED SOUND TO THE BUILDING STRUCTURE. VIBRATION ISOLATORS SHALL BE SELECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND THE WEIGHT DISTRIBUTION, SO AS TO PRODUCE REASONABLY UNIFORM DEFLECTION. H. WATER DISTRIBUTION SYSTEM: 1. ALL EQUIPMENT AND FIXTURES, WHICH ARE CONNECTED TO A POTABLE WATER SUPPLY, SHALL BE INSTALLED IN SUCH A MANNER AS TO ELIMINATE THE POSSIBILITY OF ANY PHYSICAL OR POTENTIAL CROSS -CONNECTION. VACUUM BREAKERS SHALL BE PROVIDED FOR ALL SUBMERGED/ENCLOSED OUTLETS AND INSTALLED A MINIMUM OF 6' ABOVE OVERFLOW RIM. 2. INSTALL BACKFLOW PREVENTERS ON PLUMBING LINES WHERE CONTAMINATION OF DOMESTIC WATER MAY OCCUR. 3. INSTALL PRESSURE REDUCING VALVES TO LIMIT MAXIMUM PRESSURE AT PLUMBING FIXTURES TO 65 PSIG. 4. INSTALL WATER HAMMER ARRESTERS IN DOMESTIC WATER PIPING SYSTEM AT EACH SET OF FLUSH VALVES AND IN OTHER LOCATIONS WHERE HYDROSTATIC SHOCK PRESSURES COULD OCCUR. I. PLUMBING FIXTURES: 1. WHERE FIXTURES ARE SPECIFIED AS HANDICAPPED -ACCESSIBLE, IT SHALL BE THE SOLE RESPONSIBIUTY OF ALL MANUFACTURERS AND/OR SUPPLIERS TO PROVIDE PLUMBING FIXTURES AND RELATED TRIM, WHICH MEET OR EXCEED THE ADA REQUIREMENTS. COORDINATE WTH ARCHITECTURAL DRAWINGS. 2. FIXTURE MOUNTING HEIGHT AND ROUGH -IN DIMENSIONS SHALL BE AS INDICATED ON THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. 3. INSTALL DRAIN FLASHING COLLAR OR FLANGE, SO THAT NO LEAKAGE OCCURS BETWEEN DRAIN AND ADJOINING FLOORING. MAINTAIN INTEGRITY OF WATERPROOF MEMBRANES, WHERE PENETRATED. 4. PROVIDE ISOLATION VALVES AT ALL PLUMBING FIXTURES. J. METAL DUCTWORK: 1. NEW RECTANGULAR DUCTWORK SHALL BE GALVANIZED SHEET METAL, INTERNALLY LINED WITH MINIMUM 1-1/2' THICK, 2 LB/OU.FT. DENSITY FIBERGLASS DUCT LINER, WITH MINIMUM NRC (NOISE REDUCTION COEFFICIENT) OF 0.70, MINIMUM INSULATION VALUE SHALL BE R-6. LINER $HALL BE U.L. APPROVED, MADE FROM FLAME ATTENUATED GLASS FIBER BONDED WITH A THERMOSETTING RESIN WITH ACRYLIC SMOOTH SURFACE TREATMENT AND FACTORY APPLIED EDGE COATING. 2. ALL DUCT DIMENSIONS ARE INSIDE CLEAR DIMENSIONS IN INCHES. 3. PROVIDE SPIN -IN FITTINGS WITH BUTTERFLY DAMPERS FOR ALL NEW AND EXISTING ROUND SUPPLY RUN -OUTS TO DIFFUSERS AND ALL ROUND RETURNAXHAUST RUN -OUT DUCTS TO RETURN/EXHAUST GRILLES. ANY DIFFUSERS OR GRILLES INSTALLED WHERE SAID BUTTERFLY DAMPERS WOULD BE INACCESSIBLE SHALL BE PROVIDED WTH INTEGRAL BALANCING DAMPER. 4. FABRICATE DUCTWORK OF GAUGES AND REINFORCEMENT COMPLYING WITH SMACNA 'HVAC DUCT CONSTRUCTION STANDARDS'. MEDIUM PRESSURE DUCT, UPSTREAM OF VAV BOXES - PRESSURE CLASS 4' W.G. POSITIVE OR NEGATIVE, SEAL CLASS A. LOW PRESSURE DUCT, DOWNSTREAM OF VAV BOXES - PRESSURE CLASS 2' W.G. POSITIVE OR NEGATIVE, SEAL CLASS B. 5. USE MINIMUM 26 GA. WHERE DUCTS ARE WHHIN CORRIDORS. 6. SMACNA STANDARDS: COMPLY WITH SMACNA 'HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE' FOR FABRICATION AND INSTALLATION OF METAL DUCTWORK. COMPLY WITH SMACNA 'HVAC AIR DUCT LEAKAGE TEST MANUAL' FOR TESTING OF DUCT SYSTEMS. 7. ALL RECTANGULAR DUCTWORK WITH 45 DEG. ELBOWS OR GREATER SHALL HAVE DOUBLE WALL TURNING VANES OR LONG RADIUS ELBOWS. PROVIDE LONG RADIUS ELBOWS FOR ROUND DUCTWORK. B. FLEXIBLE AIR DUCTS SHALL BE LISTED UNDER U.L.-181 STANDARDS AS CLASS I AIR DUCT MATERIAL MINIMUM OPERATING PRESSURE RATING SHALL BE 6' W.C. WITH MINIMUM WORKING VELOCITY RATING SHALL BE 4000 FPM. 9. ALL INSULATED FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF A METAUZED RIPSTOP REINFORCED LAMINATE INNER CORE; MINIMUM 1-1/2' THICK, INSTALLED R-6, 3/4' LB./CU.FT. DENSITY FIBERGLASS INSULATION WTH 'C' FACTOR OF 0.23 OR LESS; AND AN OUTER JACKET MADE EXCLUSIVELY OF FIRE RETARDANT REINFORCED ALUMINIZED MATERIAL EQUAL TO FLEXMASTER TYPE 5M. 10. EXISTING FLEXIBLE DUCTWORK, WHICH REMAINS IN PLACE, MAY BE REUSED IF IT IS PROPERLY LABELED WITH U.L. 181 TAG. EXISTING FLEXIBLE DUCTWORK NOT U.L. APPROVED SHALL BE REMOVED AND REPLACED WITH THAT SPECIFIED IN NOTES ABOVE. 11. FINAL CONNECTION OF FLEXIBLE DUCTWORK TO RUN -OUT DUCTS AND CEILING DIFFUSERS SHALL BE MADE WITH 0.5' WIDE POSITIVE -LOCKING STEEL STRAPS (APPLIES TO ALL FLEXIBLE DUCTWORK NEW AND EXISTING). 12. MAXIMUM LENGTH: FOR ANY DUCT RUN USING FLEXIBLE DUCTWORK, SHALL NOT EXCEED 6'-0'. 13. CONNECTIONS TO EXHAUST GRILLES SHALL BE MADE WITH RIGID DUCTWORK ONLY. 14. SEAL ALL DUCTWORK WTH NON -HARDENING, NON -MIGRATING MASTIC OR UQUID ELASTIC SEALANT, OF TYPE APPUCABLE FOR FABRICATION/INSTALLATION DETAIL, AS COMPOUNDED AND RECOMMENDED BY MANUFACTURER, SPECIFICALLY FOR SEALING JOINTS AND SEAMS IN DUCTWORK. 15. DUCT TAKEOFF FITTINGS: PROVIDE SPIN -IN FITTINGS AT FLEXIBLE OR ROUND SHEET METAL DUCT TAKEOFFS TO AIR DEVICES. FITTINGS DOWNSTREAM OF AIR TERMINALS SHALL INCLUDE BUTTERFLY TYPE MANUAL VOLUME DAMPER WTH END BEARINGS, REGULATOR, AND LOCKING DEVICE. 16. PROVIDE DUCT HANGERS IN ACCORDANCE WITH SMACNA HVAC DUCT MANUALS. 17. KITCHEN GREASE EXHAUST DUCT SHALL BE MINIMUM 16 GA. CARBON STEEL, ALL WELDED CONSTRUCTION, WITH ACCESS PANELS AND CLEANOUTS FOR GREASE CLEANING, AS REQUIRED BY NFPA 96 AND 2015 IMC SECTIONS 506.3.8 AND 506.3.9. SLOPE DUCT BACK TOWARDS HOOD AT MINIMUM OF 1/4" PER LF MAINTAINING CODE REQUIRED CLEARANCE TO COMBUSTIBLE MATERIALS. INSTALL GREASE DUCT IN AN APPROVED 2 HOUR FIRE -RATED ENCLOSURE, AS REQUIRED BY CODE OR PROVIDE A 2 HOUR FIRE WRAP, U.L. USTED FOR GREASE DUCT SYSTEM. 18. DISHWASHER, POOL AND LOCKER ROOM EXHAUST SHALL BE MINIMUM 16 GA. ALUMINUM. SLOPE DUCT DOWN TO AIR DEVICE. K. COMBINATION FIRE/SMOKE DAMPERS: 1. PROVIDE AND INSTALL U.L. LABELED, CLASS II (FOR VELOCITIES UP TO 1,500 FPM) OR CLASS I(FOR VELOCITIES ABOVE 1500 FPM), MOTOR -DRIVEN COMBINATION FIRE/SMOKE DAMPERS AT ALL FIRE RATED WALLS, FULL DUCT SIZE, WITH TYPE 304 STAINLESS STEEL SIDE SEALS, COMBINATION SILICONE/GALVANIZED STEEL EDGE SEALS, BRONZE OIUTE OR STAINLESS STEEL SLEEVE BEARINGS, AIRFOIL SHAPED GALVANIZED STEEL PARALLEL ACTING BLADES ALONG WITH OUT -OF -AIRSTREAM IN -JAMB LINKAGE WITH STAINLESS STEEL PIVOTS AND FACTORY SLEEVE, RED ENAMEL FINISH, CAULKED AND ATTACHED TO DAMPER IN ACCORDANCE WITH U.L. FIRE DAMPER REQUIREMENTS. 2. FIRE/SMOKE DAMPERS SHALL BE ACTIVATED PER 2015 INC SECTION 607.3.3.3. ACTIVATION SHALL BE PROVIDED BY FIRE ALARM CONTRACTOR. L. AIR OUTLETS AND INLETS: 1. CEIUNG COMPATIBILITY: PROVIDE DIFFUSERS WITH BORDER STYLES THAT ARE COMPATIBLE WITH ADJACENT CEIUNG SYSTEMS, AND THAT ARE SPECIFICALLY MANUFACTURED TO RT INTO CEIUNG MODULE WITH ACCURATE FIT AND ADEQUATE SUPPORT. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR TYPES OF CEILING SYSTEMS, WHICH WILL CONTAIN EACH TYPE OF CEIUNG AIR DIFFUSER. M. CONTROLS: 1. TEMPERATURE CONTROLS CONTRACTOR SHALL PROMDE A COMPLETE NEW/1AODIFIED CONTROL SYSTEM USING NEW CONTROL DEVICES AS REQUIRED OR TO REPLACEABLE EXISTING DEVICES FOR THE MECHANICAL SYSTEMS TO OPERATE AS REWIRED. THE CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A PROPOSAL 2. THE EXISTING TEMPERATURE CONTROL SYSTEM CONTROL DEMCES, DAMPERS, OPERATORS, WIRING, CONDUIT, AIR PIPING, VALVES, ETC. NOT BEING MODIFIED, AND WHICH ARE NO LONGER UTIUZED, SHALL BE REMOVED, AND NOT ABANDONED IN PLACE. 3. CHECK AND MAKE OPERABLE ALL 'WRING AND PNEUMATIC CONTROL TUBING FOR ALL THE SYSTEMS ASSOCIATED WITH THE PROJECT AREA. 4. THE CONTROL CONTRACTOR WILL BE RESPONSIBLE FOR ALL INSTALLATION, PROGRAMMING, COMMISSIONING, TESTING AND PERFORMANCE VERIFICATION. 5. THE CONTROLS CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL DEMCES REWIRED FOR A COMPLETE OPERATING CONTROL SYSTEM. 6. PROMDE 120V WIRING AS REQUIRED FOR THE TEMPERATURE CONTROL SYSTEMS, UNLESS SPECIFICALLY INDICATED ON ELECTRICAL DRAWINGS. N. PIPING INSULATION: 1. ALL NEW AND EXISTING PIPING SHALL BE INSULATED WITH FIBERGLASS PIPING INSULATION: 'K' FACTOR SHALL BE MAXIMUM OF 0.24 AT 75' F MEAN TEMPERATURE. INSULATION SHALL HAVE JACKET WITH TENSILE STRENGTH OF 35 LBS/IN AND FACTORY APPUED VAPOR BARRIER JACKET WITH PERMEABILITY OF 0.02 PERM WITH ADHESIVE SELF-SEALING LAP JOINT. SEE TABLE ON THIS SHEET FOR MINIMUM INSULATION THICKNESSES REQUIRED. 0. DUCTWORK SYSTEM INSULATION: 1. ALL NEW AND EXISTING UN -INSULATED ROUND DUCTWORK AND EXISTING UN -INSULATED RECTANGULAR DUCTWORK SHALL BE WRAPPED WITH, FLEXIBLE FIBERGLASS DUCTWORK INSULATION, MINIMUM 2' THICK, TYPE I, 1.0 LB. PER CU. FT. DENSITY. MINIMUM INSTALLED INSULATION VALUE SHALL BE R-6. ALL -WRAP INSULATION SEAMS AND JOINTS SHALL BE SEALED WITH VAPOR -TIGHT FOIL -SCRIM -KRAFT TAPE. 2. DUCTWORK EXPOSED TO WEATHER SHALL BE INSULATED WITH RIGID FIBERGLASS INSULATION BOARD, 3' THICK, MINIMUM R-12: DENSITY OF 3 LBS PER CU. FT. AND FACTORY APPLIED VAPOR BARRIER FACING. 3. DUCTWORK ON WHICH INSULATION IS NOT REQUIRED: FIBROUS GLASS DUCTWORK, UNED DUCTWORK, EXHAUST AIR DUCTWORK, EXCEPT AS SPECIFICALLY NOTED ON DRAWINGS, AND PRE -INSULATED FLEX DUCT. P. EXISTING INSULATION REPAIR: 1. REPAIR DAMAGED SECTIONS OF EXISTING MECHANICAL INSULATION, BOTH PREVIOUSLY DAMAGED OR DAMAGED DURING THIS CONSTRUCTION PERIOD. USE INSULATION OF SAME THICKNESS AS EXISTING INSULATION; INSTALL NEW JACKET LAPPING AND SEAL OVER EXISTING. TESTING, ADJUSTING AND BALANCING: A. GENERAL: 1. THE CONTRACTOR SHALL TEST, ADJUST AND BALANCE ALL AIR SIDE SYSTEMS AND EQUIPMENT; SUPPLY/RETURN AIR SYSTEMS, AIR TERMINALS, DIFFUSERS AND GRILLES, GENERAL EXHAUST/SUPPLY FANS, AIR HANDUNG UNITS, TERMINAL UNITS, ETC. AND ALL HYDRONIC SYSTEMS AND EQUIPMENT; AND HEATING/CHILLED/CONDENSER WATER SYSTEMS, COILS, PUMPS, ETC. B. QUALIFICATIONS OF CONTRACTOR: 2. THE MECHANICAL CONTRACTOR SHALL PROCURE THE SERVICES OF AN INDEPENDENT TESTING AND BALANCING AGENCY (NOT ENGAGED IN ENGINEERING DESIGN AND IS NOT A DIMSION OF A MECHANICAL CONTRACTING ENTITY), SPECIALIZING IN THE TESTING, ADJUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS TO PERFORM THE ABOVE-MENTIONED WORK. WORK SHALL BE PERFORMED BY QUALIFIED TECHNICIANS, WHO ARE CURRENTLY CERTIFIED BY THE TESTING, ADJUSTING AND BALANCING BUREAU (TABB), THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB), OR THE ASSOCIATED AIR BALANCE COUNCIL (AABC). C. APPROVAL OF CONTRACTOR: 1. THE FOLLOWING FIRMS ARE ACCEPTABLE TO PERFORM THE WORK: COMPLETE MECHANICAL BALANCING, INC. (303) 948-5429 DENVER TEST AND BALANCE, INC. (303) 883-6535 TAB SERVICES, INC. (303) 649-1213 JPG ENGINEERING, INC (303) 688-9044 2. ANY TESTING AND BALANCING FIRM OTHER THAN THE ACCEPTABLE FIRMS LISTED ABOVE, DESIRING TO OFFER THEIR SERVICES FOR THIS WORK, SHALL SUBMIT THEIR QUAUFICATIONS TO THE ENGINEER NOT LESS THAN SEVEN (7) WORKING DAYS PRIOR TO THE BID DATE. D. TESTING PROCEDURES: 1. TESTING AND BALANCING SHALL NOT BEGIN UNTIL THE SYSTEM HAS BEEN COMPLETED AND IS IN FULL WORKING ORDER. 2. BEFORE ANY AIR BALANCE WORK IS DONE, CHECK THE SYSTEM FOR DUCT LEAKAGE; ASSURE THAT NEW FILTERS ARE INSTALLED; CHECK FOR CORRECT FAN ROTATION; CHECK EQUIPMENT VIBRATION; AND CHECK AUTOMATIC DAMPERS FOR PROPER OPERATION. ALL VOLUME CONTROL DAMPERS AND OUTLETS SHALL BE WIDE OPEN AT THIS TIME. 3. BEFORE ANY HYDRONIC, DOMESTIC WATER OR APPLICABLE SYSTEM BALANCING WORK IS DONE, THE SYSTEMS SHALL BE CHECKED FOR PLUGGED STRAINERS, PROPER PUMP ROTATION, CONTROL VALVE INSTALLATION AND OPERATION, AIR LOCKS, SYSTEM STATIC PRESSURE, FLOW METER; AND CHECK VALVE INSTALLATION. ALL THROTTUNG DEVICES AND CONTROL VALVES SHALL BE OPEN AT THIS TIME. E. GENERAL SYSTEM AND EQUIPMENT PROCEDURES: 1. BALANCE ALL AIR AND WATER FLOWS AT TERMINALS TO WITHIN +10% TO -5% OF DESIGN FLOW QUANTITIES. NOTIFY CONTRACTOR/ENGINEER IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER COMPLETION OF THE TEST AND BALANCE WORK. 2. MINIMUM COMING CFM FOR VAV TERMINALS SHALL BE SET AT 10% OF MAXIMUM DESIGN. 3. RECORD PRIMARY AND AMBIENT AIR, DRY BULB AND WET BULB TEMPERATURES AT THE TIME OF TESTING. 4. CHECK AND CALIBRATE ALL THERMOSTATS AND TEMPERATURE SENSORS. REPORT TO THE GENERAL CONTRACTOR ANY MALFUNCTIONING THERMOSTAT AND SENSORS; AND REPAIR OR REPLACE AS REQUIRED. THERMOSTATS OR SENSORS SHALL BE SET FOR: HEATING MODE -SET AND LOCK AT 72 DEGREES F +/- 2 DEGREES F. COOLING MODE -SET AND LOCK AT 75 DEGREES F +/- 2 DEGREES F. F. TEST AND BALANCE REQUIREMENTS: 1. VAV TERMINALS: 1.1. BALANCE VAV TERMINAL MINIMUM AND MAXIMUM COOING. 1.2. BALANCE MINIMUM AND MAXIMUM HEATING. HEATING CFM FOR PARALLEL FAN -POWERED VAV TERMINALS SHALL BE SET AT 75% OF MAXIMUM PRIMARY AIR SETTING. 1.3. BALANCE ALL AIR DEVICES (DIFFUSERS AND GRILLES) TO CFM INDICATED ON DRAWINGS. 2. GENERAL EXHAUST/SUPPLY FANS: 2.1. ADJUST CFM TO SYSTEM REQUIREMENTS. FOR BELT DRIVE, INCLUDE SHEAVE AND BELT EXCHANGE TO DELIVER AIRFLOW WTIHIN UNITS OF INSTALLED MOTOR HORSEPOWER AND MECHANICAL STRESS UNITS OF THE FAN. 2.2. MEASURE AND REPORT STATIC PRESSURES UPSTREAM AND DOWNSTREAM OF FANS. 2.3. MEASURE AND REPORT FAN RPM. 2.4. REPORT DESIGN FAN INLET AND OUTLET SIZES, ACTUAL INLET AND OUTLET SIZES, AND DESIGN AND ACTUAL VELOCITIES THROUGH THE ORIFICE. 3. HYDRONIC SYSTEMS: HEATING/CHILLED AND CONDENSER WATER SYSTEMS; THE SYSTEM SHALL BE BALANCED PROPOR ONALLY USING THE FLOW METERS. ON COMPLETION OF THE BALANCE, THE FOLLOWING INFORMATION SHALL BE RECORDED IN THE REPORT: FLOW METER SIZE AND BRAND; REQUIRED FLOW RATE AND PRESSURE DROP; VALVE SETTINGS ON METERS WITH A READABLE SCALE; AND FLOW RATE IN BOTH FULL COIL FLOW AND FULL BYPASS MODES. 4. EQUIPMENT: PROVIDE FACTORY START-UP AND REPORT FOR ALL NEW AND EXISTING HVAC UNITS, AUX, AIR CONDITIONING SYSTEMS, ETC. REPORT SHALL INCLUDE NAMEPLATE DATA, DESIGN DATA, MEASURED MOTOR AMP DRAW, VOLTAGE, DISCHARGE AND SUCTION STATIC PRESSURE AND TEMPERATURE. MEASURE ADJUST AND REPORT AIRFLOWS. SET VFD SPEEDS OF VARIABLE -SPEED FAN SYSTEM. CHECK AND VERIFY ACTIVATION OF ELECTRIC AND GAS FIRED EQUIPMENT. G. REPORT OF WORK: 1. THE TESTING AND BALANCING CONTRACTOR SHALL SUBMIT IND (2) BOUND COPIES AND ONE NELECTRONICREPORT AT LEAST LE DAR DAYSFILE PRIORF TO THETHENDATE FOR WHICH THETESTING ANDAMECHANICAL CONTRACTORFIFTEEN REDUES155J FINAL INSPECTION. 2. A COMPLETE REDUCED SET OF MECHANICAL CONTRACT DRAWINGS (SHOWING EACH SYSTEM) SHALL BE INCLUDED IN THE REPORT, WITH ALL EQUIPMENT, FLOW MEASURING DEMCES, TERMINALS, CLEARLY MARKED AND ALL EQUIPMENT DESIGNATED. THE TEST AND BALANCE CONTRACTOR CAN OBTAIN DRAWING FILES FROM THE ENGINEER FOR DEVELOPMENT OF THESE DRAWINGS. 3. THE REPORT SHALL INCLUDE A LIST OF ALL EQUIPMENT USED IN THE TESTING AND BALANCING WORK. 4. THIS PROJECT WILL NOT BE CONSIDERED SUBSTANTIALLY COMPLETE UNTIL A SATISFACTORY REPORT IS RECEIVED. THE TESTING AND BALANCING CONTRACTOR SHALL RESPOND TO AND CORRECT ALL DEFICIENCIES WITHIN SEVEN S7) DAYS OF RECEIVING THE ENGINEER'S WRITTEN REVIEW OF THE BALANCING REPORT. FAIL RE TO COMPLY WILL RESULT IN HOLDING RETAINAGE OF THE FINAL PAYMENT UNTIL ALL ITEMS HAVE BEEN CORRECTED TO THE SATISFACTION OF THE ENGINEER. H. GUARANTEE OF WORK: 1. THE TESTING AND BALANCING CONTRACTOR SHALL GUARANTEE THE ACCURACY OF THE TESTING AND BALANCING FOR A PERIOD OF 90 DAYS FROM THE DATE OF FINAL ACCEPTANCE OF THE TEST AND BALANCE REPORT. DURING THIS PERIOD, THE TESTING AND BALANCING CONTRACTOR SHALL MAKE PERSONNEL AVAILABLE, AT NO COST TO THE OWNER, TO CORRECT DEFICIENCIES THAT MAY BECOME APPARENT IN THE SYSTEM BALANCE. FIRE PROTECTION NOTES: 1. PROVIDE A COMPLETE FIRE SPRINKLER SYSTEM FOR THE PROJECT AREA AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN, CONSISTING OF WET -PIPE FIRE SPRINKLER SYSTEM HYDRAULICALLY CALCULATED TO COMPLY WITH NFPA 13 AND ALL APPUCABLE CODES AND ALL REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 2. FIRE PROTECTION CONTRACTOR SHALL DESIGN, PREPARE AND SUBMIT ALL SHOP DRAWINGS TO LOCAL AUTHORITIES HAVING JURISDICTION, SUCH AS, THE FIRE AND BUILDING DEPARTMENTS, FOR REVIEW AND APPROVAL. 3. SUBMIT TO THE ARCHITECT/ENGINEER TWO (2) SETS SHOP DRAWINGS AND HYDRAULIC CALCULATIONS, WHICH HAVE BEEN APPROVED, STAMPED AND SIGNED BY THE LOCAL FIRE PREVENTION AUTHORITY. SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH NFPA 13. 4. FIRE PROTECTION CONTRACTOR SHALL COORDINATE ALL PIPING AND SPRINKLER HEADS WITH OTHER TRADES. 5. SPRINKLER HEAD TYPES SHALL MATCH EXISTING OR AS INDICATED ON DRAWINGS. 6. ALL NEW OR RELOCATED SPRINKLER HEADS SHALL BE INSTALLED IN CENTER OF 272' CEIUNG TILES OR AT QUARTER POINTS, ALONG THE CENTERUNE LENGTHWISE, OF 2'X4' CEIUNG TILES. 7. SPRINKLER HEAD LOCATIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND SHOWN FOR COORDINATION PURPOSES ONLY. PIPING INSULATION TABLE AL I MECHANICAL GENERAL NOTES CONTRACTOR SHALL COMPLY WITH NOTES AS APPLICABLE TO PROJECT. NOTES ON INDIVIDUAL DRAWINGS TAKE PRECEDENCE. 1-1/2' - 8' A. GENERAL: 1. REFER TO BASE BUILDING SPECIFICATIONS, BASE BUILDING DRAWINGS, GENERAL CONDITIONS AND DIVISION 1 FOR SUPPLEMENTAL REQUIREMENTS. 2. WHILE ALL WORK IS IN PROGRESS, EXCEPT FOR SHORT DESIGNATED INTERVALS DURING WHICH CONNECTIONS ARE TO BE MADE, CONTINUITY OF SERMCE TO ALL EXISTING SYSTEMS SERVING OCCUPIED SPACES, SHALL BE MAINTAINED. PROVIDE TEMPORARY PIPING SERVICES WHERE REQUIRED TO MAINTAIN EXISTING AREAS OPERABLE. 3. ANY WORK WHICH WILL AFFECT THE BUILDING OCCUPANTS INCLUDING BUT NOT LIMITED TO WORK WHICH GENERATES EXCESSIVE NOISE DUST SMOKE OR INCONVENIENCE TO BUILDING OCCUPANTS SHALL BE PERFORMED AFTER BUSINESS HOURS UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THE BUILDING MANAGER. 4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH OWNER AT ALL TIMES FOR ALL NEW -TO -EXISTING CONNECTIONS, SYSTEM SHUTDOWNS, RESTART -UP, AND FLUSHING AND FLUNG OF BOTH NEW AND EXISTING AFFECTED SYSTEMS. 5. THE CONTRACTOR SHALL VISIT AND EXAMINE THE PREMISES AND/OR JOB SITE SO AS TO ASCERTAIN, PRIOR TO BIDDING, THE EXISTING CONDITIONS IN WHICH HE WILL BE OBLIGED TO OPERATE IN PERFORMING HIS PART OF THE CONTRACT. NO EXTRAS WILL BE ALLOWED DUE TO LACK OF KNOWLEDGE OF THESE CONDITIONS. 6. REPORT ANY EXISTING DAMAGED EQUIPMENT OR SYSTEMS TO THE OWNER PRIOR TO ANY WORK. 7. INSTALL ALL EQUIPMENT AND MATERIALS IN SUCH A MANNER AS TO PROVIDE REQUIRED ACCESS FOR SERMCING AND MAINTENANCE. ALLOW AMPLE SPACE FOR REMOVAL OF ALL PARTS THAT REWIRE REPLACEMENT OR SERVICING. B. FURNISH HINGED STEEL ACCESS DOORS WITH CONCEALED LATCH, WHETHER SHOWN ON DRAWINGS OR NOT, WHERE REQUIRED FOR ACCESS TO ALL CONCEALED VALVES, SHOCK ABSORBERS, MOTORS, FANS, BALANCING COCKS, AND OTHER OPERATING DEVICES REQUIRING ADJUSTMENT OR SERVICING. ACCESS DOORS IN FIRE -RATED WALLS AND CEILINGS SHALL HAVE EQUIVALENT U.L. LABEL AND FIRE RATING. 9. IT IS THE INTENTION OF THESE SPECIFICATIONS AND DRAWINGS TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION. WHEREVER THE WORD 'PROVIDE' IS USED, IT SHALL MEAN 'FURNISH AND INSTALL COMPLETE AND READY FOR USE.' 10. SECURE AND PAY FOR ALL PERMITS, TAP FEES, TAXES, ROYALTIES, UCENSES, AND INSPECTIONS IN CONNECTION WITH THE WORK SPECIFIED UNDER THIS DIVISION. 11. ALL WORK SHALL COMPLY WITH ALL APPUCABLE CODES AND REGULATIONS. 12. DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, VALVE, FITIING, ETC. 13. DRAWINGS SHALL NOT BE SCALED FOR ROUGH -IN MEASUREMENTS OR USED AS SHOP DRAWINGS. ALL DIMENSIONS SHALL BE VERIFIED IN FIELD. 14. ALL NEW, RELOCATED AND EXISTING MATERIALS, IN CEIUNG PLENUMS SHALL BE CLASS 1 RATED, NOT EXCEEDING RATING OF 25 FLAME SPREAD AND 50 SMOKE DEVELOPED. REMOVE AND REPLACE ALL EXISTING MATERIALS NOT IN COMPLIANCE. 15. BEFORE ANY EQUIPMENT IS ORDERED AND/OR INSTALLED, DETERMINE THAT SAID EQUIPMENT WILL PROPERLY FIT WITHIN THE SPACE ALLOCATED; THAT REQUIRED PIPING GRADES CAN BE MAINTAINED; AND THAT DUCTWORK CAN BE RUN AS INTENDED. 16. COORDINATE THE INSTALLATION OF MECHANICAL MATERIALS AND EQUIPMENT ABOVE AND BELOW CEILINGS, UGHT FIXTURES, AND OTHER BUILDING COMPONENTS. ALL COMPONENTS SHALL BE LOCATED AS TIGHT TO STRUCTURE AS POSSIBLE. COORDINATE CEIUNG CAMTY SPACE CAREFULLY NTH ALL TRADES. 17. ALL ROOF PENETRATIONS SHALL BE SEALED WATER TIGHT. PROVIDE FLASHING AND COUNTER FLASHING AS REQUIRED. COORDINATE ROOFING WORK 'WTH THE GENERAL CONTRACTOR. 18. CONTRACTOR SHALL NOTIFY ENGINEER 48 HOURS PRIOR TO SUBSTANTIAL COMPLETION OF CONSTRUCTION OR INSTALLATION OF CEILING TILE, TO SCHEDULE A FINAL PUNCH UST WALKTIHROUGH. 19. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, FREE OF DEFECTS, AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S CURRENT PUBLISHED RECOMMENDATIONS. 20. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ARCHITECT/ENGINEER IN ELECTRONIC (PDF) FORMAT, ALL SHOP DRAWINGS AND DESCRIPTIVE EQUIPMENT DATA/SUBMITTALS REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL IDENTIFY ANY 'LONG LEAD TIME' ITEMS, WHICH MAY IMPACT THE OVERALL PROJECT SCHEDULE. ALL BIDS SHALL INCLUDE COSTS ASSOCIATED WTH THE PURCHASE AND DEUVERY OF EQUIPMENT TO MEET THE PROJECT SCHEDULE. ALL SUBMITTALS SHALL BE CLEAR AND CONCISE. PARTIAL, PROGRESS, 'PIECEMEAL; OR CATALOGUES WILL NOT BE REVIEWED AND WILL BE RETURNED AS INCOMPLETE - Na EXCEPTIONS. ALLOW A MINIMUM OF 7 WORKING DAYS FOR ARCHITECTANGINEER'S REVIEW. 21. REVIEW OF THE EQUIPMENT SUBMITTALS IS CONTINGENT ON WHETHER THE PHYSICAL DIMENSIONS OF THE SUBMITTED EQUIPMENT WILL FIT INTO ALLOTED SPACES WTH CLEARANCE FOR INSTALLATION AND MAINTENANCE. CONTRACTOR SHALL VERIFY PRIOR TO ORDERING AND INSTALLATION. 22. QUIET OPERATION AND VIBRATION: MECHANICAL EQUIPMENT PROVIDED UNDER THIS CONTRACT SHALL OPERATE UNDER ALL LOAD CONDITIONS WITIHOUT NOISE OR VIBRATION, WHICH IS OBJECTIONABLE IN THE OPINION OF THE ENGINEER. 23. KEEP A COMPLETE SET OF RECORD DOCUMENT PRINTS IN CUSTODY DURING ENTIRE PERIOD OF CONSTRUCTION AT THE CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, TURN THESE DRAWINGS OVER TO THE GENERAL CONTRACTOR FOR HIS SUBMISSION TO THE ARCHITECT. 24. THE CONTRACTOR FOR THIS WORK SHALL EXAMINE THE DRAWINGS AND SPECIFICATIONS FOR OTHER PARTS OF THE WORK, AND IF HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE OR IF ANY DISCREPANCIES OCCUR BETWEEN THE PLANS FOR HIS WORK AND THE PLANS FOR THE WORK OF OTHERS, HE SHALL REPORT SUCH DISCREPANCIES TO THE ARCHITECTNGINEER AND SHALL OBTAIN WRITTEN INSTRUCTIONS FOR ANY CHANGES NECESSARY TO ACC MMODATE HIS WORK WTH THE WORK OF OTHERS. ANY CHANGES IN THE WORK COVERED BY THIS SPECIFICATION MADE NECESSARY BY THE FAILURE OR NEGLECT OF THE CONTRACTOR TO REPORT SUCH DISCREPANCIES SHALL BE MADE BY AND AT THE EXPENSE OF THIS CONTRACTOR. 25. EQUIPMENT SCHEDULES ESTABUSH A QUAUTY AND DESIGN STANDARD. SUBSTITUTIONS MUST BE EQUIVALENT IN PERFORMANCE, MATERIAL, SPACE, AND CONFIGURATION REQUIREMENTS. THE PROJECT ENGINEER OR ARCHITECT'S DECISION WALL BE FINAL AND MAY BE BASED ON BOTH CERTIFIED TEST DATA AND SUBJECTIVE REASONING. 26. THE MANUFACTURER'S MATERIAL OR EQUIPMENT LISTED IN THE SCHEDULE OR IDENTIFIED BY NAME ON THE DRAWINGS ARE THE TYPES TO BE PROMDED FOR THE ESTABUSHMENT OF SIZE, CAPACITY, GRADE AND QUAUTY. IF ALTERNATES ARE USED IN LIEU OF THE SCHEDULED NAMES, THE COST OF ANY CHANGES IN CONSTRUCTION REQUIRED BY THEIR USE SHALL BE BORNE BY CONTRACTOR. 27. OPERATING AND MAINTENANCE DATA: THE CONTRACTOR SHALL PREPARE AN OPERATING AND MAINTENANCE MANUAL COVERING ALL SYSTEMS AND EQUIPMENT INSTALLED UNDER THIS DIVISION. SUBMIT AN OUTUNE OF A PREVENTATIVE MAINTENANCE PROGRAM FOR EACH SYSTEM. CONTRACTOR SHALL PROPERLY LUBRICATE ALL MECHANICAL PIECES OF EQUIPMENT, WHICH HE HAS PROVIDED BEFORE TURNING THE BUILDING OVER TO THE OWNER. 28. DEMOLITION: 28.1. DURING THE DEMOUTION PHASE REMOVE EXISTING EQUIPMENT, PIPING, DUCTWORK AND RELATED ITEMS, EITHER AS SHOWN ON THE DEMOLITION DRAWINGS AS BEING REMOVED, OR AS REQUIRED FOR THE WORK. 28.2. PROPERLY CAP AND SEAL ALL DUCTWORK AND PIPING NOT USED. 28.3. EXISTING THERMOSTATS, DIFFUSERS, DUCTWORK, ETC., NOTED ON DRAWINGS TO BE RE -USED SHALL BE THOROUGHLY CLEANED AND/OR REFINISHED TO MATCH NEW. 28.4. THE LOCATION OF EXISTING EQUIPMENT, PIPING, DUCTWORK, ETC., SHOWN ON THE DRAWINGS HAS BEEN TAKEN FROM EXISTING DRAWINGS AND IS, THEREFORE, ONLY AS ACCURATE AS THAT INFORMATION. 29. WARRANTIES: 29.1. PROMDE COMPLETE WARRANTY INFORMATION FOR EACH ITEM, INCLUDING, NAME OF PRODUCT OR EQUIPMENT; DATE OF BEGINNING OF WARRANTY OR BOND; DURATION OF WARRANTY OR BOND; AND NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF MANUFACTURING/SERVICING PERSONNEL, AS WELL AS, PROCEDURES FOR FILING A CLAIM AND OBTAINING WARRANTY SERVICES. 29.2. THE CONTRACTOR SHALL WARRANT ALL MATERIALS, WORKMANSHIP AND THE SUCCESSFUL OPERATION OF ALL EQUIPMENT AS IDENTIFIED IN THE GENERAL CONDITIONS, OR DIV. 1. 30. ANY FILTERS USED DURING CONSTRUCTION SHALL BE REPLACED WITH NEW FILTERS DURING FINAL CLEANUP. 31. EXISTING EQUIPMENT; CHECK, VERIFY AND MAKE OPERABLE ALL EXISTING EQUIPMENT THAT IS NOTED TO BE REUSED. PROVIDE SERVICE ON ALL ROOFTOP HVAC UNITS, Z -BOXES, FAN COILS, AIR CONDITIONING UNITS, ETC., AS REQUIRED TO BRING THEM TO PROPER OPERATING CONDITION. CLEAN COILS AND ENCLOSURE, LUBRICATE, CHECK MOTORS AND REPLACE FILTERS. 32. RESPONSIBILITY OF CONTRACTOR: THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE AND SATISFACTORY INSTALLATION OF THE WORK IN ACCORDANCE WITH THE TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. HE SHALL PROVIDE, WITHOUT EXTRA CHARGE, ALL INCIDENTAL ITEMS REQUIRED, AS A PART OF HIS WORK. THE INSTALLATION SHALL BE SO MADE THAT ITS SEVERAL COMPONENT PARTS WILL FUNCTION TOGETHER AS A WORKABLE SYSTEM AND SHALL BE LEFT WITH ALL PARTS ADJUSTED AND IN WORKING ORDER. B. MECHANICALALECTRICAL REQUIREMENTS FOR MECHANICAL EQUIPMENT: 1. CONTRACTOR SHALL REVIEW ELECTRICAL POWER REQUIREMENTS FOR MECHANICAL EQUIPMENT THAT ARE SCHEDULED ON THE ELECTRICAL DRAWINGS AND VERIFY THAT THEY MATCH PRIOR TO ORDERING EQUIPMENT. DO NOT PURCHASE MOTORS OR ELECTRICAL EQUIPMENT UNTIL POWER CHARACTERISTICS AVAILABLE AT BUILDING SITE LOCATION HAVE BEEN CONFIRMED BY CONTRACTOR. 2. PROVIDE SAFETY DISCONNECT SWITCHES FOR ALL MECHANICAL EQUIPMENT, UNLESS SPECIFICALLY SHOWN ON THE ELECTRICAL DIVISION. 3. FURNISH COMBINATION TYPE FULL NEMA RATED STARTERS WTH FUSED DISCONNECT SWITCH FOR ALL 3-PHASE MOTORS PROVIDED. 4. ELECTRICAL WIRING IN CONNECTION WTH THE AUTOMATIC TEMPERATURE CONTROL SYSTEM, INCLUDING INTERLOCK WIRING, WHERE SHOWN ON THE ELECTRICAL DIVISION DRAWINGS, SHALL BE PERFORMED BY THE ELECTRICAL CONTRACTOR. ALL OTHER WIRING INCLUDING 120V REQUIRED FOR PROPER OPERATION OF THE AUTOMATIC TEMPERATURE CONTROL SYSTEM, SHALL BE PERFORMED BY THE MECHANICAL CONTRACTOR. C. MECHANICAL SYSTEMS FIRESTOPPING: 1. CONTRACTOR SHALL PROVIDE FIRESTOP SYSTEM FOR ALL THROUGH PENETRATIONS OF PIPING, DUCTWORK AND OTHER MECHANICAL ITEMS THROUGH FIRE -RATED CORRIDOR WALLS, FIRE RESISTIVE WALLS, FIRE RESISTIVE SHAFTS AND FLOOR PENETRATIONS NOT WTHIN THE CAVITY OF A WALL. RRESTOP SYSTEM SHALL BE USTED/INSTALLED/TESTED IN ACCORDANCE WITH ASTM E814 OR UL 1479. THE SYSTEM SHALL HAVE AN F RATING/ T RATING OF NOT LESS THAN 1 HR AND NOT LESS THAN THE REQUIRED RATING OF THE PENETRATING ASSEMBLY. CONTRACTOR SHALL ALSO REFERENCE AND COMPLY WITH 2015 IBC SECTION 714.3.1.2. D. PIPING APPLICATION: 1. ALL PIPING SHALL CONFORM TO APPUCABLE NATIONAL AND LOCAL CODES. 2. DOMESTIC HOT AND COLD WATER: ABOVE GRADE, INSIDE BUILDING; TYPE 7' HARD DRAWN COPPER TUBE, 95-5 TIN -ANTIMONY SOLDERED JOINTS. BELOW GRADE, INSIDE AND OUTSIDE BUILDING; 3' AND SMALLER: TYPE 'K' SOFT DRAWN COPPER WITH SILVER BRAZED SOLDER JOINTS, 4' AND LARGER: DUCTILE IRON, TAR COATED OUTSIDE, CEMENT MORTAR UNDO INSIDE. 3. SANITARY DRAINAGE, STORM DRAINAGE AND VENTS - INSIDE BUILDING: ABOVE GRADE: CISPI 301 CAST IRON, NO -HUB TYPE, WITH NEOPRENE GASKETS AND 300 SERIES STAINLESS STEEL CLAMPS; BELOW GRADE: ASTM A-74 SERVICE WEIGHT CAST IRON, HUB -AND -SPIGOT TYPE ONLY, WTH NEOPRENE COMPRESSION GASKETS. BEYOND 5 FEET OUTSIDE BUILDING; UNLESS SPECIFIED BY CIVIL, ASTM D-3034 SDR -35 PVC SEWER PIPE. 4. NATURAL GAS PIPING, ABOVE GRADE, EXPOSED LOCATIONS, 2' AND SMALLER: SCHEDULE 40 BLACK STEEL PIPE, BEVELED ENDS, WITH 150 PSI MALLEABLE IRON FITTINGS AND THREADED JOINTS. INACCESSIBLE LOCATIONS, BELOW GRADE OR LARGER THAN 2': SCHEDULE 40 BLACK STEEL PIPE WITH SEAMLESS STEEL BUTT -WELD FITTINGS AND WELDED JOINTS. FOR BELOW GRADE GAS PIPING, PROMDE PIPING WITH MACHINE -APPLIED COATING AND WRAPPING IN ACCORDANCE WITH LOCAL CODE AND UTILITY COMPANY REQUIREMENTS. PROVIDE CATHODIC PROTECTION. 5. FOR GAS PIPING INSTALLED ON ROOF SHALL BE SUPPORTED AT A MINIMUM OF EVERY 6 FEET WITH 6' MINIMUM CLEARANCE FROM ROOF, EXCEPT WHERE GOVERNED BY MORE STRINGENT LOCAL CODES OR SPECIFICATIONS. 6. EXPOSED GAS PIPING SHALL BE LABELED WITH GAS PRESSURE AND PAINTED TO PREVENT CORROSION. 7. PROVIDE FULL-SIZED SHUT-OFF VALVE, PRESSURE REGULATOR (VENTED TO OUTSIDE) AND 6' DRIP LEG FOR CONNECTIONS TO GAS-FIRED EQUIPMENT. B. SPACE HEATING WATER, CHILLED WATER, AND CONDENSER WATER PIPING; 2-1/2' AND SMALLER: TYPE L COPPER TUBE, ASTM B-88, WITH WROUGHT COPPER FITTINGS PER ANSI 816.22, BRAZED OR LEAD-FREE SOLDERED. 3' AND LARGER: SCHEDULE 40 BLACK STEEL WITH FLANGED OR WELDED JOINTS. 9. EQUIPMENT DRAINS, CONDENSATE DRAINS AND OVERFLOWS; TYPE 'M' OR 'DWV' COPPER. 10. REFRIGERANT PIPING (FIELD INSTALLED);TYPE 'K' HARD -DRAWN COPPER TUBING WITH WROUGHT COPPER SILVER SOLDERED FITTINGS AND COUPLINGS; OR TYPE 'L' COPPER, REFRIGERANT GRADE, COLOR CODED AND MARKED 'ACR' WTH BRAZED JOINTS. SOFT -ANNEALED COPPER TUBING MAY BE USED IN SIZES UP TO 1-3/8', AND, WHEN USED, SHALL BE ENCLOSED IN IRON OR STEEL PIPING OR IN CONDUIT, MOLDING OR RACEWAY WHICH WALL PROTECT SAID TUBING AGAINST DAMAGE. E. PIPING INSTALLATION: 1. GENERAL: INSTALL PIPES AND PIPE FITTINGS IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES, WHICH WILL ACHIEVE PERMANENTLY LEAK -PROOF PIPING SYSTEMS, CAPABLE OF PERFORMING EACH INDICATED SERVICE WITHOUT PIPING FAILURE INSTALL EACH RUN WITH MINIMUM JOINTS AND COUPLINGS, BUT WITH ADEQUATE AND ACCESSIBLE UNIONS FOR DISASSEMBLY AND MAINTENANCE/REPLACEMENT OF VALVES AND EQUIPMENT. 2. SANITARY WASTE AND VENT; ROOF DRAIN; AND STORM DRAIN PIPING: 2.1. VERIFY ALL INVERT ELEVATIONS OF EXISTING WASTE AND STORM DRAIN PIPING PRIOR TO ANY NEW WORK. 2.2. INSTALL PLUMBING DRAINAGE PIPING WTH MINIMUM 144* PER FOOT (2%) DOWNWARD SLOPE IN DIRECTION OF DRAIN FOR PIPING 3' ANDS ALLER. INSTALL 4' AND LARGER PIPING WITH MINIMUM 1/8' PER FOOT (1%) DOWNWARD SLOPE, UNLESS OTHERWISE INDICATED ON DRAWINGS AND WHEN APPROVED BY ADMINISTRATIVE AUTHORITIES. 2.3. GRADE VENT PIPING FOR PROPER VENTILATION MINIMUM 1/8' PER FOOT) AND TO ALLOW PIPING TO FREE ITSELF QUICKLY OF CON ENSATION OF WATER. 3. CONTRACTOR SHALL FIELD VERIFY ALL PIPING AND PLUMBING LOCATIONS AND INVERTS PRIOR TO TRENCHING OR INSTALLATION OF NEW PIPING. ALLOW FOR COST OF X-RAYING FLOOR FOR LOCATING BURIED PIPING AND PRIOR TO MAKING FLOOR PENETRATIONS. 4. INSTALL HANGERS AND GUIDES AS NECESSARY FOR PIPING SYSTEMS, WHICH ARE SELF-SUPPORTING AND NOT DEPENDENT UPON CONNECTION TO EQUIPMENT. ALL PIPING SHALL BE ADEQUATELY SUPPORTED FROM THE BUILDING STRUCTURE WITH ADJUSTABLE HANGERS TO MAINTAIN UNIFORM GRADING, WHERE REQUIRED AND TO PREVENT SAGGING AND POCKETING. 5. ALLOW FLEXIBIUTY IN THE CONSTRUCTION OF THE PIPING SYSTEM IN ORDER TO PREVENT EXCESSIVE STRESSES IN MATERIALS AND JOINTS DUE TO THERMAL EXPANSION OR EQUIPMENT VIBRATION. PROVIDE SUFFICIENT SWING JOINTS, ANCHORS, EXPANSION LOOPS, EXPANSION JOINTS, AND/OR OTHER DEVICES AS NECESSARY, AND INSTALL SO AS TO PERMIT FREE EXPANSION AND CONTRACTION WITHOUT CAUSING UNDUE STRESSES. 6. PROVIDE SHUTOFF VALVES AND UNIONS OR FLANGES TO ISOLATE EACH ITEM OF EQUIPMENT. 7. PROVIDE DIELECTRIC UNIONS AT ALL JUNCTIONS OF DISSIMILAR METALS. 8. PROVIDE SHEET METAL SHIELDS FOR PIPING 2' AND SMALLER (EXCEPT WHERE REQUIRED TO BE CLAMPED) AND CALCIUM SIUCATE THERMAL INSERT WTH SHEET METAL SHIELDS FOR PIPING LARGER THAN 2' AND FOR ALL SIZES OF INSULATED PIPING REQUIRED TO BE CLAMPED. 9. PROVIDE ELECTROLYSIS ISOLATORS AT ALL HANGERS AND SUPPORTS FOR DOMESTIC WATER, CONDENSER WATER, AND OTHER WATER LINES WHICH ARE NOT INSULATED. 10. TEST ALL PIPING SYSTEMS. CORRECT LEAKS BY REMAKING JOINTS. GIVE A MINIMUM OF TWENTY-FOUR (24) HOURS NOTICE TO ENGINEER OF DATES WHEN ACCEPTANCE TEST WILL BE CONDUCTED. 11. ALL PIPING SHALL BE CLEANED AND FLUSHED PRIOR TO SERVICE. 12. NEW DOMESTIC WATER SUPPLY AND DISTRIBUTION SYSTEMS SHALL BE PURGED AND STERILIZED BEFORE ACCEPTANCE FOR OPERATION, IN ACCORDANCE WITH IPC 2015 SECTION 610. F. MECHANICAL IDENTIFICATION: 1. LABEL ALL DUCT ACCESS DOORS, PIPING, EQUIPMENT AND THERMOSTATS. PIPING AND EQUIPMENT SHALL BE IDENTIFIED WITH LETTERS 2' HIGH AND 6' FLOW ARROWS. G. VIBRATION CONTROL: 1. ALL MECHANICAL EQUIPMENT PIPING AND DUCTWORK AS NOTED OR IN THE SPECIFICATION SHALL BE MOUNTED ON VIBRATION ISOLATORS TO PREVENT THE TRANSMISSION OF MBRA110N AND MECHANICALLY TRANSMITTED SOUND TO THE BUILDING STRUCTURE. VIBRATION ISOLATORS SHALL BE SELECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND THE WEIGHT DISTRIBUTION, SO AS TO PRODUCE REASONABLY UNIFORM DEFLECTION. H. WATER DISTRIBUTION SYSTEM: 1. ALL EQUIPMENT AND FIXTURES, WHICH ARE CONNECTED TO A POTABLE WATER SUPPLY, SHALL BE INSTALLED IN SUCH A MANNER AS TO ELIMINATE THE POSSIBILITY OF ANY PHYSICAL OR POTENTIAL CROSS -CONNECTION. VACUUM BREAKERS SHALL BE PROVIDED FOR ALL SUBMERGED/ENCLOSED OUTLETS AND INSTALLED A MINIMUM OF 6' ABOVE OVERFLOW RIM. 2. INSTALL BACKFLOW PREVENTERS ON PLUMBING LINES WHERE CONTAMINATION OF DOMESTIC WATER MAY OCCUR. 3. INSTALL PRESSURE REDUCING VALVES TO LIMIT MAXIMUM PRESSURE AT PLUMBING FIXTURES TO 65 PSIG. 4. INSTALL WATER HAMMER ARRESTERS IN DOMESTIC WATER PIPING SYSTEM AT EACH SET OF FLUSH VALVES AND IN OTHER LOCATIONS WHERE HYDROSTATIC SHOCK PRESSURES COULD OCCUR. I. PLUMBING FIXTURES: 1. WHERE FIXTURES ARE SPECIFIED AS HANDICAPPED -ACCESSIBLE, IT SHALL BE THE SOLE RESPONSIBIUTY OF ALL MANUFACTURERS AND/OR SUPPLIERS TO PROVIDE PLUMBING FIXTURES AND RELATED TRIM, WHICH MEET OR EXCEED THE ADA REQUIREMENTS. COORDINATE WTH ARCHITECTURAL DRAWINGS. 2. FIXTURE MOUNTING HEIGHT AND ROUGH -IN DIMENSIONS SHALL BE AS INDICATED ON THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. 3. INSTALL DRAIN FLASHING COLLAR OR FLANGE, SO THAT NO LEAKAGE OCCURS BETWEEN DRAIN AND ADJOINING FLOORING. MAINTAIN INTEGRITY OF WATERPROOF MEMBRANES, WHERE PENETRATED. 4. PROVIDE ISOLATION VALVES AT ALL PLUMBING FIXTURES. J. METAL DUCTWORK: 1. NEW RECTANGULAR DUCTWORK SHALL BE GALVANIZED SHEET METAL, INTERNALLY LINED WITH MINIMUM 1-1/2' THICK, 2 LB/OU.FT. DENSITY FIBERGLASS DUCT LINER, WITH MINIMUM NRC (NOISE REDUCTION COEFFICIENT) OF 0.70, MINIMUM INSULATION VALUE SHALL BE R-6. LINER $HALL BE U.L. APPROVED, MADE FROM FLAME ATTENUATED GLASS FIBER BONDED WITH A THERMOSETTING RESIN WITH ACRYLIC SMOOTH SURFACE TREATMENT AND FACTORY APPLIED EDGE COATING. 2. ALL DUCT DIMENSIONS ARE INSIDE CLEAR DIMENSIONS IN INCHES. 3. PROVIDE SPIN -IN FITTINGS WITH BUTTERFLY DAMPERS FOR ALL NEW AND EXISTING ROUND SUPPLY RUN -OUTS TO DIFFUSERS AND ALL ROUND RETURNAXHAUST RUN -OUT DUCTS TO RETURN/EXHAUST GRILLES. ANY DIFFUSERS OR GRILLES INSTALLED WHERE SAID BUTTERFLY DAMPERS WOULD BE INACCESSIBLE SHALL BE PROVIDED WTH INTEGRAL BALANCING DAMPER. 4. FABRICATE DUCTWORK OF GAUGES AND REINFORCEMENT COMPLYING WITH SMACNA 'HVAC DUCT CONSTRUCTION STANDARDS'. MEDIUM PRESSURE DUCT, UPSTREAM OF VAV BOXES - PRESSURE CLASS 4' W.G. POSITIVE OR NEGATIVE, SEAL CLASS A. LOW PRESSURE DUCT, DOWNSTREAM OF VAV BOXES - PRESSURE CLASS 2' W.G. POSITIVE OR NEGATIVE, SEAL CLASS B. 5. USE MINIMUM 26 GA. WHERE DUCTS ARE WHHIN CORRIDORS. 6. SMACNA STANDARDS: COMPLY WITH SMACNA 'HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE' FOR FABRICATION AND INSTALLATION OF METAL DUCTWORK. COMPLY WITH SMACNA 'HVAC AIR DUCT LEAKAGE TEST MANUAL' FOR TESTING OF DUCT SYSTEMS. 7. ALL RECTANGULAR DUCTWORK WITH 45 DEG. ELBOWS OR GREATER SHALL HAVE DOUBLE WALL TURNING VANES OR LONG RADIUS ELBOWS. PROVIDE LONG RADIUS ELBOWS FOR ROUND DUCTWORK. B. FLEXIBLE AIR DUCTS SHALL BE LISTED UNDER U.L.-181 STANDARDS AS CLASS I AIR DUCT MATERIAL MINIMUM OPERATING PRESSURE RATING SHALL BE 6' W.C. WITH MINIMUM WORKING VELOCITY RATING SHALL BE 4000 FPM. 9. ALL INSULATED FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF A METAUZED RIPSTOP REINFORCED LAMINATE INNER CORE; MINIMUM 1-1/2' THICK, INSTALLED R-6, 3/4' LB./CU.FT. DENSITY FIBERGLASS INSULATION WTH 'C' FACTOR OF 0.23 OR LESS; AND AN OUTER JACKET MADE EXCLUSIVELY OF FIRE RETARDANT REINFORCED ALUMINIZED MATERIAL EQUAL TO FLEXMASTER TYPE 5M. 10. EXISTING FLEXIBLE DUCTWORK, WHICH REMAINS IN PLACE, MAY BE REUSED IF IT IS PROPERLY LABELED WITH U.L. 181 TAG. EXISTING FLEXIBLE DUCTWORK NOT U.L. APPROVED SHALL BE REMOVED AND REPLACED WITH THAT SPECIFIED IN NOTES ABOVE. 11. FINAL CONNECTION OF FLEXIBLE DUCTWORK TO RUN -OUT DUCTS AND CEILING DIFFUSERS SHALL BE MADE WITH 0.5' WIDE POSITIVE -LOCKING STEEL STRAPS (APPLIES TO ALL FLEXIBLE DUCTWORK NEW AND EXISTING). 12. MAXIMUM LENGTH: FOR ANY DUCT RUN USING FLEXIBLE DUCTWORK, SHALL NOT EXCEED 6'-0'. 13. CONNECTIONS TO EXHAUST GRILLES SHALL BE MADE WITH RIGID DUCTWORK ONLY. 14. SEAL ALL DUCTWORK WTH NON -HARDENING, NON -MIGRATING MASTIC OR UQUID ELASTIC SEALANT, OF TYPE APPUCABLE FOR FABRICATION/INSTALLATION DETAIL, AS COMPOUNDED AND RECOMMENDED BY MANUFACTURER, SPECIFICALLY FOR SEALING JOINTS AND SEAMS IN DUCTWORK. 15. DUCT TAKEOFF FITTINGS: PROVIDE SPIN -IN FITTINGS AT FLEXIBLE OR ROUND SHEET METAL DUCT TAKEOFFS TO AIR DEVICES. FITTINGS DOWNSTREAM OF AIR TERMINALS SHALL INCLUDE BUTTERFLY TYPE MANUAL VOLUME DAMPER WTH END BEARINGS, REGULATOR, AND LOCKING DEVICE. 16. PROVIDE DUCT HANGERS IN ACCORDANCE WITH SMACNA HVAC DUCT MANUALS. 17. KITCHEN GREASE EXHAUST DUCT SHALL BE MINIMUM 16 GA. CARBON STEEL, ALL WELDED CONSTRUCTION, WITH ACCESS PANELS AND CLEANOUTS FOR GREASE CLEANING, AS REQUIRED BY NFPA 96 AND 2015 IMC SECTIONS 506.3.8 AND 506.3.9. SLOPE DUCT BACK TOWARDS HOOD AT MINIMUM OF 1/4" PER LF MAINTAINING CODE REQUIRED CLEARANCE TO COMBUSTIBLE MATERIALS. INSTALL GREASE DUCT IN AN APPROVED 2 HOUR FIRE -RATED ENCLOSURE, AS REQUIRED BY CODE OR PROVIDE A 2 HOUR FIRE WRAP, U.L. USTED FOR GREASE DUCT SYSTEM. 18. DISHWASHER, POOL AND LOCKER ROOM EXHAUST SHALL BE MINIMUM 16 GA. ALUMINUM. SLOPE DUCT DOWN TO AIR DEVICE. K. COMBINATION FIRE/SMOKE DAMPERS: 1. PROVIDE AND INSTALL U.L. LABELED, CLASS II (FOR VELOCITIES UP TO 1,500 FPM) OR CLASS I(FOR VELOCITIES ABOVE 1500 FPM), MOTOR -DRIVEN COMBINATION FIRE/SMOKE DAMPERS AT ALL FIRE RATED WALLS, FULL DUCT SIZE, WITH TYPE 304 STAINLESS STEEL SIDE SEALS, COMBINATION SILICONE/GALVANIZED STEEL EDGE SEALS, BRONZE OIUTE OR STAINLESS STEEL SLEEVE BEARINGS, AIRFOIL SHAPED GALVANIZED STEEL PARALLEL ACTING BLADES ALONG WITH OUT -OF -AIRSTREAM IN -JAMB LINKAGE WITH STAINLESS STEEL PIVOTS AND FACTORY SLEEVE, RED ENAMEL FINISH, CAULKED AND ATTACHED TO DAMPER IN ACCORDANCE WITH U.L. FIRE DAMPER REQUIREMENTS. 2. FIRE/SMOKE DAMPERS SHALL BE ACTIVATED PER 2015 INC SECTION 607.3.3.3. ACTIVATION SHALL BE PROVIDED BY FIRE ALARM CONTRACTOR. L. AIR OUTLETS AND INLETS: 1. CEIUNG COMPATIBILITY: PROVIDE DIFFUSERS WITH BORDER STYLES THAT ARE COMPATIBLE WITH ADJACENT CEIUNG SYSTEMS, AND THAT ARE SPECIFICALLY MANUFACTURED TO RT INTO CEIUNG MODULE WITH ACCURATE FIT AND ADEQUATE SUPPORT. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR TYPES OF CEILING SYSTEMS, WHICH WILL CONTAIN EACH TYPE OF CEIUNG AIR DIFFUSER. M. CONTROLS: 1. TEMPERATURE CONTROLS CONTRACTOR SHALL PROMDE A COMPLETE NEW/1AODIFIED CONTROL SYSTEM USING NEW CONTROL DEVICES AS REQUIRED OR TO REPLACEABLE EXISTING DEVICES FOR THE MECHANICAL SYSTEMS TO OPERATE AS REWIRED. THE CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A PROPOSAL 2. THE EXISTING TEMPERATURE CONTROL SYSTEM CONTROL DEMCES, DAMPERS, OPERATORS, WIRING, CONDUIT, AIR PIPING, VALVES, ETC. NOT BEING MODIFIED, AND WHICH ARE NO LONGER UTIUZED, SHALL BE REMOVED, AND NOT ABANDONED IN PLACE. 3. CHECK AND MAKE OPERABLE ALL 'WRING AND PNEUMATIC CONTROL TUBING FOR ALL THE SYSTEMS ASSOCIATED WITH THE PROJECT AREA. 4. THE CONTROL CONTRACTOR WILL BE RESPONSIBLE FOR ALL INSTALLATION, PROGRAMMING, COMMISSIONING, TESTING AND PERFORMANCE VERIFICATION. 5. THE CONTROLS CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL DEMCES REWIRED FOR A COMPLETE OPERATING CONTROL SYSTEM. 6. PROMDE 120V WIRING AS REQUIRED FOR THE TEMPERATURE CONTROL SYSTEMS, UNLESS SPECIFICALLY INDICATED ON ELECTRICAL DRAWINGS. N. PIPING INSULATION: 1. ALL NEW AND EXISTING PIPING SHALL BE INSULATED WITH FIBERGLASS PIPING INSULATION: 'K' FACTOR SHALL BE MAXIMUM OF 0.24 AT 75' F MEAN TEMPERATURE. INSULATION SHALL HAVE JACKET WITH TENSILE STRENGTH OF 35 LBS/IN AND FACTORY APPUED VAPOR BARRIER JACKET WITH PERMEABILITY OF 0.02 PERM WITH ADHESIVE SELF-SEALING LAP JOINT. SEE TABLE ON THIS SHEET FOR MINIMUM INSULATION THICKNESSES REQUIRED. 0. DUCTWORK SYSTEM INSULATION: 1. ALL NEW AND EXISTING UN -INSULATED ROUND DUCTWORK AND EXISTING UN -INSULATED RECTANGULAR DUCTWORK SHALL BE WRAPPED WITH, FLEXIBLE FIBERGLASS DUCTWORK INSULATION, MINIMUM 2' THICK, TYPE I, 1.0 LB. PER CU. FT. DENSITY. MINIMUM INSTALLED INSULATION VALUE SHALL BE R-6. ALL -WRAP INSULATION SEAMS AND JOINTS SHALL BE SEALED WITH VAPOR -TIGHT FOIL -SCRIM -KRAFT TAPE. 2. DUCTWORK EXPOSED TO WEATHER SHALL BE INSULATED WITH RIGID FIBERGLASS INSULATION BOARD, 3' THICK, MINIMUM R-12: DENSITY OF 3 LBS PER CU. FT. AND FACTORY APPLIED VAPOR BARRIER FACING. 3. DUCTWORK ON WHICH INSULATION IS NOT REQUIRED: FIBROUS GLASS DUCTWORK, UNED DUCTWORK, EXHAUST AIR DUCTWORK, EXCEPT AS SPECIFICALLY NOTED ON DRAWINGS, AND PRE -INSULATED FLEX DUCT. P. EXISTING INSULATION REPAIR: 1. REPAIR DAMAGED SECTIONS OF EXISTING MECHANICAL INSULATION, BOTH PREVIOUSLY DAMAGED OR DAMAGED DURING THIS CONSTRUCTION PERIOD. USE INSULATION OF SAME THICKNESS AS EXISTING INSULATION; INSTALL NEW JACKET LAPPING AND SEAL OVER EXISTING. TESTING, ADJUSTING AND BALANCING: A. GENERAL: 1. THE CONTRACTOR SHALL TEST, ADJUST AND BALANCE ALL AIR SIDE SYSTEMS AND EQUIPMENT; SUPPLY/RETURN AIR SYSTEMS, AIR TERMINALS, DIFFUSERS AND GRILLES, GENERAL EXHAUST/SUPPLY FANS, AIR HANDUNG UNITS, TERMINAL UNITS, ETC. AND ALL HYDRONIC SYSTEMS AND EQUIPMENT; AND HEATING/CHILLED/CONDENSER WATER SYSTEMS, COILS, PUMPS, ETC. B. QUALIFICATIONS OF CONTRACTOR: 2. THE MECHANICAL CONTRACTOR SHALL PROCURE THE SERVICES OF AN INDEPENDENT TESTING AND BALANCING AGENCY (NOT ENGAGED IN ENGINEERING DESIGN AND IS NOT A DIMSION OF A MECHANICAL CONTRACTING ENTITY), SPECIALIZING IN THE TESTING, ADJUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS TO PERFORM THE ABOVE-MENTIONED WORK. WORK SHALL BE PERFORMED BY QUALIFIED TECHNICIANS, WHO ARE CURRENTLY CERTIFIED BY THE TESTING, ADJUSTING AND BALANCING BUREAU (TABB), THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB), OR THE ASSOCIATED AIR BALANCE COUNCIL (AABC). C. APPROVAL OF CONTRACTOR: 1. THE FOLLOWING FIRMS ARE ACCEPTABLE TO PERFORM THE WORK: COMPLETE MECHANICAL BALANCING, INC. (303) 948-5429 DENVER TEST AND BALANCE, INC. (303) 883-6535 TAB SERVICES, INC. (303) 649-1213 JPG ENGINEERING, INC (303) 688-9044 2. ANY TESTING AND BALANCING FIRM OTHER THAN THE ACCEPTABLE FIRMS LISTED ABOVE, DESIRING TO OFFER THEIR SERVICES FOR THIS WORK, SHALL SUBMIT THEIR QUAUFICATIONS TO THE ENGINEER NOT LESS THAN SEVEN (7) WORKING DAYS PRIOR TO THE BID DATE. D. TESTING PROCEDURES: 1. TESTING AND BALANCING SHALL NOT BEGIN UNTIL THE SYSTEM HAS BEEN COMPLETED AND IS IN FULL WORKING ORDER. 2. BEFORE ANY AIR BALANCE WORK IS DONE, CHECK THE SYSTEM FOR DUCT LEAKAGE; ASSURE THAT NEW FILTERS ARE INSTALLED; CHECK FOR CORRECT FAN ROTATION; CHECK EQUIPMENT VIBRATION; AND CHECK AUTOMATIC DAMPERS FOR PROPER OPERATION. ALL VOLUME CONTROL DAMPERS AND OUTLETS SHALL BE WIDE OPEN AT THIS TIME. 3. BEFORE ANY HYDRONIC, DOMESTIC WATER OR APPLICABLE SYSTEM BALANCING WORK IS DONE, THE SYSTEMS SHALL BE CHECKED FOR PLUGGED STRAINERS, PROPER PUMP ROTATION, CONTROL VALVE INSTALLATION AND OPERATION, AIR LOCKS, SYSTEM STATIC PRESSURE, FLOW METER; AND CHECK VALVE INSTALLATION. ALL THROTTUNG DEVICES AND CONTROL VALVES SHALL BE OPEN AT THIS TIME. E. GENERAL SYSTEM AND EQUIPMENT PROCEDURES: 1. BALANCE ALL AIR AND WATER FLOWS AT TERMINALS TO WITHIN +10% TO -5% OF DESIGN FLOW QUANTITIES. NOTIFY CONTRACTOR/ENGINEER IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER COMPLETION OF THE TEST AND BALANCE WORK. 2. MINIMUM COMING CFM FOR VAV TERMINALS SHALL BE SET AT 10% OF MAXIMUM DESIGN. 3. RECORD PRIMARY AND AMBIENT AIR, DRY BULB AND WET BULB TEMPERATURES AT THE TIME OF TESTING. 4. CHECK AND CALIBRATE ALL THERMOSTATS AND TEMPERATURE SENSORS. REPORT TO THE GENERAL CONTRACTOR ANY MALFUNCTIONING THERMOSTAT AND SENSORS; AND REPAIR OR REPLACE AS REQUIRED. THERMOSTATS OR SENSORS SHALL BE SET FOR: HEATING MODE -SET AND LOCK AT 72 DEGREES F +/- 2 DEGREES F. COOLING MODE -SET AND LOCK AT 75 DEGREES F +/- 2 DEGREES F. F. TEST AND BALANCE REQUIREMENTS: 1. VAV TERMINALS: 1.1. BALANCE VAV TERMINAL MINIMUM AND MAXIMUM COOING. 1.2. BALANCE MINIMUM AND MAXIMUM HEATING. HEATING CFM FOR PARALLEL FAN -POWERED VAV TERMINALS SHALL BE SET AT 75% OF MAXIMUM PRIMARY AIR SETTING. 1.3. BALANCE ALL AIR DEVICES (DIFFUSERS AND GRILLES) TO CFM INDICATED ON DRAWINGS. 2. GENERAL EXHAUST/SUPPLY FANS: 2.1. ADJUST CFM TO SYSTEM REQUIREMENTS. FOR BELT DRIVE, INCLUDE SHEAVE AND BELT EXCHANGE TO DELIVER AIRFLOW WTIHIN UNITS OF INSTALLED MOTOR HORSEPOWER AND MECHANICAL STRESS UNITS OF THE FAN. 2.2. MEASURE AND REPORT STATIC PRESSURES UPSTREAM AND DOWNSTREAM OF FANS. 2.3. MEASURE AND REPORT FAN RPM. 2.4. REPORT DESIGN FAN INLET AND OUTLET SIZES, ACTUAL INLET AND OUTLET SIZES, AND DESIGN AND ACTUAL VELOCITIES THROUGH THE ORIFICE. 3. HYDRONIC SYSTEMS: HEATING/CHILLED AND CONDENSER WATER SYSTEMS; THE SYSTEM SHALL BE BALANCED PROPOR ONALLY USING THE FLOW METERS. ON COMPLETION OF THE BALANCE, THE FOLLOWING INFORMATION SHALL BE RECORDED IN THE REPORT: FLOW METER SIZE AND BRAND; REQUIRED FLOW RATE AND PRESSURE DROP; VALVE SETTINGS ON METERS WITH A READABLE SCALE; AND FLOW RATE IN BOTH FULL COIL FLOW AND FULL BYPASS MODES. 4. EQUIPMENT: PROVIDE FACTORY START-UP AND REPORT FOR ALL NEW AND EXISTING HVAC UNITS, AUX, AIR CONDITIONING SYSTEMS, ETC. REPORT SHALL INCLUDE NAMEPLATE DATA, DESIGN DATA, MEASURED MOTOR AMP DRAW, VOLTAGE, DISCHARGE AND SUCTION STATIC PRESSURE AND TEMPERATURE. MEASURE ADJUST AND REPORT AIRFLOWS. SET VFD SPEEDS OF VARIABLE -SPEED FAN SYSTEM. CHECK AND VERIFY ACTIVATION OF ELECTRIC AND GAS FIRED EQUIPMENT. G. REPORT OF WORK: 1. THE TESTING AND BALANCING CONTRACTOR SHALL SUBMIT IND (2) BOUND COPIES AND ONE NELECTRONICREPORT AT LEAST LE DAR DAYSFILE PRIORF TO THETHENDATE FOR WHICH THETESTING ANDAMECHANICAL CONTRACTORFIFTEEN REDUES155J FINAL INSPECTION. 2. A COMPLETE REDUCED SET OF MECHANICAL CONTRACT DRAWINGS (SHOWING EACH SYSTEM) SHALL BE INCLUDED IN THE REPORT, WITH ALL EQUIPMENT, FLOW MEASURING DEMCES, TERMINALS, CLEARLY MARKED AND ALL EQUIPMENT DESIGNATED. THE TEST AND BALANCE CONTRACTOR CAN OBTAIN DRAWING FILES FROM THE ENGINEER FOR DEVELOPMENT OF THESE DRAWINGS. 3. THE REPORT SHALL INCLUDE A LIST OF ALL EQUIPMENT USED IN THE TESTING AND BALANCING WORK. 4. THIS PROJECT WILL NOT BE CONSIDERED SUBSTANTIALLY COMPLETE UNTIL A SATISFACTORY REPORT IS RECEIVED. THE TESTING AND BALANCING CONTRACTOR SHALL RESPOND TO AND CORRECT ALL DEFICIENCIES WITHIN SEVEN S7) DAYS OF RECEIVING THE ENGINEER'S WRITTEN REVIEW OF THE BALANCING REPORT. FAIL RE TO COMPLY WILL RESULT IN HOLDING RETAINAGE OF THE FINAL PAYMENT UNTIL ALL ITEMS HAVE BEEN CORRECTED TO THE SATISFACTION OF THE ENGINEER. H. GUARANTEE OF WORK: 1. THE TESTING AND BALANCING CONTRACTOR SHALL GUARANTEE THE ACCURACY OF THE TESTING AND BALANCING FOR A PERIOD OF 90 DAYS FROM THE DATE OF FINAL ACCEPTANCE OF THE TEST AND BALANCE REPORT. DURING THIS PERIOD, THE TESTING AND BALANCING CONTRACTOR SHALL MAKE PERSONNEL AVAILABLE, AT NO COST TO THE OWNER, TO CORRECT DEFICIENCIES THAT MAY BECOME APPARENT IN THE SYSTEM BALANCE. FIRE PROTECTION NOTES: 1. PROVIDE A COMPLETE FIRE SPRINKLER SYSTEM FOR THE PROJECT AREA AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN, CONSISTING OF WET -PIPE FIRE SPRINKLER SYSTEM HYDRAULICALLY CALCULATED TO COMPLY WITH NFPA 13 AND ALL APPUCABLE CODES AND ALL REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 2. FIRE PROTECTION CONTRACTOR SHALL DESIGN, PREPARE AND SUBMIT ALL SHOP DRAWINGS TO LOCAL AUTHORITIES HAVING JURISDICTION, SUCH AS, THE FIRE AND BUILDING DEPARTMENTS, FOR REVIEW AND APPROVAL. 3. SUBMIT TO THE ARCHITECT/ENGINEER TWO (2) SETS SHOP DRAWINGS AND HYDRAULIC CALCULATIONS, WHICH HAVE BEEN APPROVED, STAMPED AND SIGNED BY THE LOCAL FIRE PREVENTION AUTHORITY. SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH NFPA 13. 4. FIRE PROTECTION CONTRACTOR SHALL COORDINATE ALL PIPING AND SPRINKLER HEADS WITH OTHER TRADES. 5. SPRINKLER HEAD TYPES SHALL MATCH EXISTING OR AS INDICATED ON DRAWINGS. 6. ALL NEW OR RELOCATED SPRINKLER HEADS SHALL BE INSTALLED IN CENTER OF 272' CEIUNG TILES OR AT QUARTER POINTS, ALONG THE CENTERUNE LENGTHWISE, OF 2'X4' CEIUNG TILES. 7. SPRINKLER HEAD LOCATIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND SHOWN FOR COORDINATION PURPOSES ONLY. 6--1r_ALTA I ARCHITECT: FLuFN C architecture+design JENNIFER MCDANIEL CO LICENSE #: 402530 jmcdaniel@fluencyarch.com 720.515.5584 CONSULTANT iii M DP ENGINEERING GROUP 1800 GLENARM PL., 8TH FLOOR DENVER, CO 80202 01633 j;3%11IF%1•'1 69/GTL I January 12, 2021 THIS DOCUMENT AND THE DESIGNS INCORPORATED HEREIN CAN ONLY BE USED FOR THIS PROJECT. NO OTHER USE OF THIS DOCUMENT OR THE DESIGNS, IN WHOLE OR PART, ARE PERMITTED WITHOUT THE WRITTEN AUTHORIZATION OF FLUENCYARCHITECTURE + DESIGN, CLIENT: MS. ELENA RAYBUN THORNTON,CO ELLA CHILDARE 6320 W. 44TH AVENUE WHEAT RIDGE, CO 80033 1 112.21.20201PERMIT RESPONSE CRY or Wheat Ridge DRAWN BY: CHECKED BY: PROJECT NO: CLIENT PROJECT NO: SHEET TITLE: GENERAL NOTES SHEET NUMBER: M0.1 T WAS RN/AS PIPING INSULATION TABLE PIPING SYSTEM TYPE MINIMUM INSULATION THICKNESS (IN.) FOR PIPE SIZES UP TO 1' 1-1/2' - 8' DOMESTIC COIR WATER AND CONDENSATE DRAINS. 05 1.0 DOMESTIC HOT WATER PIPING (CIRCULATING AND NON -CIRCULATING). 10 1.5 SANITARY WASTE PIPING EXPOSED TO OUTDOOR AMBIENT TEMPERATURES. N/A 2.0 HVAC CHILLED WATER SUPPLY AND RETURN. 1.0 1.0 HVAC SPACE HEALING WATER SUPPLY AND RETURN. 1.5 20 REFRIGERANT SUCTION LINES 1.0 1.0 REFRIGERANT HOT GAS ONES. 1.0 1.5 6--1r_ALTA I ARCHITECT: FLuFN C architecture+design JENNIFER MCDANIEL CO LICENSE #: 402530 jmcdaniel@fluencyarch.com 720.515.5584 CONSULTANT iii M DP ENGINEERING GROUP 1800 GLENARM PL., 8TH FLOOR DENVER, CO 80202 01633 j;3%11IF%1•'1 69/GTL I January 12, 2021 THIS DOCUMENT AND THE DESIGNS INCORPORATED HEREIN CAN ONLY BE USED FOR THIS PROJECT. NO OTHER USE OF THIS DOCUMENT OR THE DESIGNS, IN WHOLE OR PART, ARE PERMITTED WITHOUT THE WRITTEN AUTHORIZATION OF FLUENCYARCHITECTURE + DESIGN, CLIENT: MS. ELENA RAYBUN THORNTON,CO ELLA CHILDARE 6320 W. 44TH AVENUE WHEAT RIDGE, CO 80033 1 112.21.20201PERMIT RESPONSE CRY or Wheat Ridge DRAWN BY: CHECKED BY: PROJECT NO: CLIENT PROJECT NO: SHEET TITLE: GENERAL NOTES SHEET NUMBER: M0.1 T WAS RN/AS �o N w a> o I w s L G x c O Q N O O 0 z° Q ° O 4.) n• o � tribb 0 U c o o Z H 04 -- v. 0 H U .G �y fs, A O -4 O Wro 1J O b U (d V ca o 4.)Ha 441 ms4 m a U U 4 p ct 44 ° 4 � A 44 °O U Ul L 0 L G� W pz q G". U w N p ti a U d ro N r�r Q b u bD A 6 0- O N 0 C4 v ami v 0 c N N �w z a H 4.+ a s H 0 $a > roG ` C� ° LU sC7 O Qi `tZ�' 0 a [T1 ro0 U o ro •� U i V O 0 q rA C7 z ai b ro ��z � a 4-3 00 > > roaAc�^� z row o :r It �OQ�� u m N 0 v = W U F Fy o o 4 A V 4J m 0 C6 CL � 0 o a ��001 ity of W]�CatP�iidge BUSINESS LICENSE INSPECTION PERMIT NO. 201802458 BUSINESS NAME: Ella, LLC ADDRESS: 6320 W. 44th Avenue CONTACT NAME: Le7 /-7 SQ FT OCCUPANCY TYPE OCCUPANCY LOAD j _ Ci -Z- VB TYPE I—I SPRINKLERED INSPECTION DAY/TIME Sept. 12th, Wednesday INSPECTION DAY/TIME INSPECTION DAY/TIM ,p--ev' 6 Inspector Signature g,12.<i Date i CITY OF WHEAT RIDGEV, till #` Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �k-' � Ft Mc I Job Address: (037-0 w 41_� -e Permit Numben . ❑ No one available for inspection: Time AM/ M Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: C1 i Inspector: y DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE r Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:? 7 t a Job Address: _acl�w 1we Permit Number: .eol ❑ No one available for inspection: Time L30J / Re -Inspection required: esu.. -No When corrections have been made, call for re -inspection at 303-234-5933 Date: .1 4 Inspector: C �. DO NOT REMOVE THIS NOTICE C1 i CITY OF WHEAT RIDGE _��9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTIC Inspection Type: �✓ 7�G 7< ( Job Address: q 11t_4!"e_ Permit Number: O/� 0460 ❑ No one available for inspection: Time le r C_.) / M Re -Inspection required:6e�N'o When corrections have been made, call for re -inspection at 303 -234 - Date: r, /Z/S- Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE ]�;IrBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L101-1 F rG Job Address: 63)-o W c Permit Number: Fo 18 O 17 � ❑ No one available for inspection me AM/PM Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234-5933 Date: 01A/ Inspector: fi 17 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: YOtl F F G A19 Job Address: / a 1p `1/ U y hye Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required:�Ye5- No When corrections have been made, call for re -inspection at 303-234 �-5933 Date: 8 /4—Inspector: kTy DO NOT REMOVE THIS NOTICE i CITY OF WHEAT'RIDGE B'Lfflding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: (via i ki6. h . Job Address: (0,306) (kU 4q --t!1 1we Permit Number: ,?0/70/'72S ❑ No one available for inspection: Time `iwM Re -Inspection required: Yes No?.- When o ,..-*When corrections have C been made, for re -inspection at 303-234-5933 Date: l Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building. Inspection Division ` (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: I rla ( 14 f W to Job Address: &*37C) c c.s /tV.L Permit Number: X01 FICA/-? 2 ❑ No one available for inspection: rnej c fA m /PM Re -Inspection required: Yes4 When corrections have been made, for re -inspection at 303-234- r 5933 Date °? Inspector:` ., DO NOT REMOVE THIS NOTICE S i CITY OF WHEAT RIDGE Building Inspection` Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: {'11 �' i3 u 1 c/I n� r f n cc i Job Address: 3 a 'w LJ e_l ,-h ,q ,,e Permit Number: -D to 1 8 0 1 & 0 FSU f n C) I� 1. n 0 1 FPCL , T, 42 / ❑ No one available for inspection: Time 10 = q& (QPM Re -Inspection required: es No When corrections have been made, call for re -inspection at 3a3- - Date: a Date:Bla q //,0 Inspector: -T-b DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE` Building- Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 41-21- PM ktJ- Job Address: (P-21,20 LL) L44't"'** Permit Number: '72.5 ❑ No one available for inspection: Time M/ M Re -Inspection required:No When corrections have been de, call for re -inspection at 303-234-5933 Date: Inspector: i{ DO NOT REMOVE THIS NOTICE ✓_ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 a3 - /� SC ' Fo r-/n/P1_Lzf_ Job Address: (0 3 0 49ve Permit Number: `a 0 Ig O) g 60 ❑ No one available for inspection: Time 3 = aq A Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:i1q Inspector: 1 P_ > DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE {` Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: D_AgU.)ctM Job Address: (o326 W 44 f V,11 Permit Number: 201T(002,!2_ ELI t ❑ No one available for inspection: Time _24< , _,!�—AW. PM Re -Inspection required: Yes &0 When corrections have been made, call for re -inspection at 303-234-5933 Date: ?' ZU' l -Inspector:- DO nspector:DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Sign PERMIT - 201802290 PERMIT NO: 201802290 ISSUED: 08/17/2018 JOB ADDRESS: 6320 W 44th Ave EXPIRES: 08/17/2019 JOB DESCRIPTION: Install 2 plastic wall signs on front of building, non -illuminated- 26 sq ft total Tenant: Ella Daycare *** CONTACTS *** OWNER (970)217-2667 RAYBURN ELENA GC (303)332-4323 Nicolay Muzychenko 130118 NCF Construction and Design *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 140 / Converted Residences; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION FEES 0.00 32.70 25.20 50.30 108.20 1,200.00 *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed a0that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. j_ n?_l?—i Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180. days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance egulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief&WIT Official Date REQUESTS MUST BE MADE BY 1:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of h6at age COMMUNIN DEVELOPMEN rJX✓ r Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # 9961iq6 Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: G' G tui , Property Owner (please print): E f C7. o c, Property Owner Email: Rq�j h (,( // Tenant (Commercial Projects Only) V, Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: q I - Phone: V 70 : 11--,,2 E 4 % Architect/Engineer: SCIOW 6 J c/u C 4 Architect/Engineer E-mail: S oc�cc c� Phone:/'? Contractor Name: a'V reto i ac/ IVC F Ce -K54- r ,e C,i l e City of Wheat Ridge License #: Phone:. 03 — 3 3 X— 4 3 d23 Contractor E-mail Address: V" kt21 QY ✓3 13 c S� q� gyp, cC"'t, For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Rvk—At, Nkite-4Z47AW Phone: "] c� -`��� t 76c?6 CONTACT EMAIL(p/ease print): 2 ctt� C-Ovt 54� a • w k, Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # COMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. sic�n -I t'tk4'al(a Sq. FULF Amps V0 lite BTUs Squares Gallons Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ ItIGe) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING. AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations orthe City or Wheat Ridge or covenants, easements or restrictions orrecord; that all measurements shown and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that 1 assume full .responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application w list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) nr (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): RO►-n.y - DATE: 08-1-7-18 Printed Name: (20"'..0't iLftlz!�aAe C, ii�- DEPARTMENT USE ONLY ZONING COMMMENTS:n^ OCCUPANCY CLASSIFICATION: JV " Reviewer. a/V � � �, ( (rj CONSTRUCTION TYPE: V& BUILDING DEP MENT OMME Reviewer. 8117016 PUBLIC WORKS COMMENTS: Reviewer. 5— ('� - Building Division Valuation: Wall Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: 6 3-� 0 L,) `( Y411 Contractor: You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - S' ` feet Wall 2 - feet Wall 3 - feet Step 2: The length of the wall is the allovya'ble square footage for the wall sign. Wall 1 allowable signage- 3 S square feet Wall 2 allowable signage- square feet Wall 3 allowable signage- square feet Site Plan Reviewed for Zoning Compliance by the �► City of Wheat Ridge Planning Division APPROVED BY: W )A, DATE: COMMENTS: __ Reviewed for Zoning Compliance by the "v, City 01 Wheat Ridge Planning Division APPROVED EX15TING PARKING LOT 2 SHARED PARKING SPACES TO BE PROVIDED PER A SHARED PARKING AGREEMENT BETWEEN THE PROPERTY OWNEI SIZE OF THE NEW FALL ZONE AREA (5AND)TO BE DETERMINED BY THE OWNER BASED ON THE EQUIPMENT SELECTED TODDLER PLAYGROUND 933 S.F. ivy; WEST 44TH AVENUE (J (60'-0" R.O-W.) LEX15TING — — —-� BY: EXISTING 51DEWALK-1 DRIVEWAY/ i, `c GHX 3G' -O' LONG OTE. METAL SCREEN ALONG PARKING f �� it - SEE DETAIL 5/A53.0. EX15TING PARKING LOT 2 SHARED PARKING SPACES TO BE PROVIDED PER A SHARED PARKING AGREEMENT BETWEEN THE PROPERTY OWNEI SIZE OF THE NEW FALL ZONE AREA (5AND)TO BE DETERMINED BY THE OWNER BASED ON THE EQUIPMENT SELECTED TODDLER PLAYGROUND 933 S.F. ivy; WEST 44TH AVENUE (J (60'-0" R.O-W.) LEX15TING — — —-� I EXISTING 51DEWALK-1 DRIVEWAY/ i, CURB CUT S29'58'23" -75.08' CMAIN-UNKED GATE f �� it — -- -- H WM ❑ _— 24'-3' 2G'-8' PROPOSED BUILDING COVERAGE EXISTING DRIV Y (N) (E) NEW STAIR USEABLE '3' I O' X 20' PLAY -AREA NEW PAINTED STRIPPED WALKWAYI N COATED CHAIN-UNKED FENCE SYSTEM PROPOSED q• W/ 4' WIDE LINES CD �— PARKING STALLS W/ 4' WIDE 53'-I 1° 24' O.C. G 5TALI5 2 5TAU5 _ PAINTED WHITE ACCESSIBLE VIF I STALL (VAN) STRIPING 4 STALLS O STALLS 19'-5" NOTE: I ,347 S.F. ADDED Of IMPERVIOUS SURFACE DUE TO THE PARKING LOT CONSTRUCTION ........... WOOD GAT 06.1 LZ019 NEW ACCE551BLE DATE: 06.11.2018 ENTRY RAMP=r m DRAWN: ROGUE - - - - 24'-T AI 8'-G' IO -2' rNEW ENTRY ARCHITECTURAL F+'I SITEEPLAN WOOD GATE NEW G'-0' M. WOOD PENCE SYSTEM TO BE INSTALLED MOUND ENTIRE PERIMETER OF PLAYGROUND EXISTING 1,570 SQ. FT. h — — —-� I j-- I I ti NEW 3'-O' WIDE i, A .Ni CMAIN-UNKED GATE EQUIP— M-5 T BY 1,57050.FT.(NOT INCLUDING GARAGE) IS 3 REQUIRED EXISTING PROPOSED BUILDING COVERAGE 85% MAX. 1,911 5Q.FT. (20.3%) 0 OPEN SPACE I PARKI G NEW STAIR USEABLE NEW 41-0- HIGH VINYL I O' X 20' PLAY -AREA HANDRAILS C COATED CHAIN-UNKED FENCE SYSTEM CLEARANCE WITH TME GARAGE WALL 0 50.17. (0%) CD 34 S . F 53'-I 1° STANDARD G 5TALI5 2 5TAU5 C Cn ACCESSIBLE VIF I STALL (VAN) NEW 4'-0' 4 STALLS O STALLS PROVIDED IN GARAGE 011 DRIVEWAY NOTE: I ,347 S.F. ADDED Of IMPERVIOUS SURFACE DUE TO THE PARKING LOT CONSTRUCTION ........... WOOD GAT PRESCHOOL nPLAYGROUND z 3,1499.P. n UNE OF FALL ZONE— — F — — —-� I j-- I I NEW I j i, PLAYGROUND _ I EQUIP— M-5 T BY 1,57050.FT.(NOT INCLUDING GARAGE) - OWNER REQUIRED EXISTING PROPOSED BUILDING COVERAGE 85% MAX. 1,911 5Q.FT. (20.3%) 0 OPEN SPACE I PARKI G 4.051 50.17. (42.9%) USEABLE I I 3 o < ALIGN PENCE / 3,526 50.FT. (87%) a O WITH TME GARAGE WALL �y II I I 0 T � I sTntr BC L PARKING I �I I II I I STAFF PARKJNG LEXISTING — SIDEWALK — — —. —OH -- NEW 'VAN' ACCESSIBLE PARKING STALL NEW ACCE551BLE PARKING SIGNAGE EXISTING CONCRETE DRIVEWAY TO REMAIN 'I •--� I__. III II NEW G-0' H . W O OD FENCE SYSTEM TO BE INSTALLED AROUND ENTIRE PERIMETEROF PLAYGROUNDPgTlOJI.NG L SETBACK r e BIKE RACK I j-- I I UNIT j COMMERCIAL DAYCARE (PERMITTED USE WTMIN THE MU -N ZONING) DESIGNATED _ I BICYCLE 1,57050.FT.(NOT INCLUDING GARAGE) (...-, Wheat Ridge PARKING AREA REQUIRED EXISTING PROPOSED BUILDING COVERAGE 85% MAX. 1,911 5Q.FT. (20.3%) 1,911 5Q.FT. (20.3%) OPEN SPACE I PARKI G 4.051 50.17. (42.9%) USEABLE I I 3 SOD / LANDSCAPE EMSTIN 3,526 50.FT. (87%) HARDSCAPE GARAG 0 50.17. (0%) PARKING 34 S . F :,k STANDARD G 5TALI5 2 5TAU5 4 STALLS (ONSITE) 2 STALLS (OFFSITE) ACCESSIBLE I STALL 0 STALLS I STALL (VAN) BICYCLE 4 STALLS O STALLS PROVIDED IN GARAGE 011 DRIVEWAY NOTE: I ,347 S.F. ADDED Of IMPERVIOUS SURFACE DUE TO THE PARKING LOT CONSTRUCTION ........... 06.1 LZ019 N84a 57' 05" E - 75.47' NEW 0-0'h. WOOD FENCE ZONED: R-2 (SINGLE FAMILY) AROUND O RE STALLED OF PLAYGROUND ARCHITECTURAL SITE PLAN n 1 S2.0 SCALE: 1/8" =I '-0" 8' - 16' Pl ry g s SITE INFORMATION Whl �qge EXISTING ZONING MU -N (MIXED-U5E NEIGHBORHOOD) LOPMrw PROPOSED LAND USE COMMERCIAL DAYCARE (PERMITTED USE WTMIN THE MU -N ZONING) TOTAL SITE / LOT AREA 9,424 50.FT. (0.21 G ACRES) FLOOR AREA 1,57050.FT.(NOT INCLUDING GARAGE) (...-, Wheat Ridge REQUIRED EXISTING PROPOSED BUILDING COVERAGE 85% MAX. 1,911 5Q.FT. (20.3%) 1,911 5Q.FT. (20.3%) OPEN SPACE 1,414 SQ, FT. 5,515 50•FT. (15% MIN.) (58.5%) 4.051 50.17. (42.9%) USEABLE I ,OG 1 50. FT. 4.755 SQ.PT. Of OPEN SPACE) (8G.2%) 3, 1 G8 50.F -r.(75% (78.2%) SOD / LANDSCAPE 495 5Q. FT. 4,898 50TT. (35% OF OPEN 5FACE) (88.8%) 3,526 50.FT. (87%) HARDSCAPE G, 12G 50. FT. 050. (G5% MAX.) (0%) 0 50.17. (0%) PARKING O STANDARD G 5TALI5 2 5TAU5 4 STALLS (ONSITE) 2 STALLS (OFFSITE) ACCESSIBLE I STALL 0 STALLS I STALL (VAN) BICYCLE 4 STALLS O STALLS PROVIDED IN GARAGE 011 DRIVEWAY NOTE: I ,347 S.F. ADDED Of IMPERVIOUS SURFACE DUE TO THE PARKING LOT CONSTRUCTION 0 AR PARKING CALCULATIONS REQUIRED PARKING: 1 SPACE PER STAFF (5 SPACES) + 1 SPACE PER 8 CHILDREN (3 SPACES) NOTE: AN EXISTING BUS STOP IS WITHIN 500'-0" OF THE SITE, ALLOWING FOR 10% REDUCTION IN REQUIRED PARKING) TOTAL REQUIRED: 7 SPACES PROPOSED 5 ONSITE SPACES + 2 SHARED W/ ADJACENT PROPERTY OWNER PER SHARED PARKING AGREEMENT LEGEND EXISTING BUILDING 0 EXISTING GAS METER I�5.�. EXISTING ELECTRICAL CONCRETE PAVING PANEL NEW CONCRETE OR Wm EXISTING WATER ASPHALT PAVING METER Opp POWER/TELEPHONE LANDSCAPE AREA POLE PLAYGROUND AREA —oH EXISTING OVERHEADra)id POWER LINE and ony o POLE MOUNTED WHEEL STOP mss" H.C. HANDICAP PARKING codes SIGN - SEE 3/A3.0. GENERAL SITE PLAN NOTES A. ALL GRADING 4 CONCRETE PAVING SHALL SLOPE AWAY FROM THE BUILDING. CONTACT THE ARCHITECT FOR ANY AREAS THAT CANNOT SLOPE AWAY DUE TO EXISTING CONDITIONS. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ADEQUATE DRAINAGE THROUGHOUT THE STE DURING THE PROCE55 OF EXCAVATION 4 GRADING. THE GRADES SMALL BE MAINTAINED IN SUCH CONDMON THAT IT 15 WELL DRAINED AT ALL TIMES. C. VERIFY ALL DIMENSIONS TO BOUNDARY 4 SETBACK INFORMATION W/ PARCEL MAP SURVEY OF RECORD 4 NOTIFY ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE FOUND. D. VERIFY LOCATIONS OF EXISTING UTIUTIE5 BEFORE PROCEEDING W/ EXCAVATIONS. E. ALL MATERIALS 4 WORKMANSHIP FOR PUBLIC FACILITIES TO CONFORM TO THE LOCAL JURISDICTION STANDARD CONSTRUCTION SPECIFICATIONS. F. THE CONTRACTOR SHALL COMPLY W/ ALL ORDINANCES AFFECTING THE PROJECT INCLUDING BUT NOT UMITED TO HOURS OF WORK, 5AFETY, DUST MITIGATION, ETC. G. THE CONTRACTOR SMALL COORDINATE W/ THE CITY ON ALL WORK IN PUBLIC RIGHT-OF-WAY AREAS. H. VEHICULAR ACCESS DRIVES MUST BE PROVIDED 4 MAINTAINED 5ERVICEABLE THROUGHOUT CONSTRUCTION. I. THE CONTRACTOR SHALL COORDINATE 4 IMPLEMENT ALL SAFETY MEASURES REQUFSTED 4 REQUIRED BY THE LOCAL FIRE MARSHAL, HEALTH DEPARTMENT, BUILDING OFFICIALS 4 OTHER GOVERNING AGENCIES. J. THE CONTRACTOR SHALL PROTECT FX15TING IMPROVEMENTS TO REMAIN FROM DAMAGE. DAMAGED ITEMS SMALL BE REPLACED, REPAIRED OR RESTORED BY THE CONTRACTOR. IF, IN THE OPINION OF THE CONTRACTOR, EXISTING IMPROVEMENTS TO REMAIN WILL BE DAMAGED OR REQUIRE REMOVAL. THE GENERAL CONTRACTOR SMALL IDENTIFY THESE TO THE TO PRIOR TO PROCEEDING W/ REMOVAL. CONSTRUCTION REMODEL: ELLA,LLC DAYCARE 6320 W. 44th Avenue Wheat Ridge, CO 80033 OWNER Ms. Elena Raybun Thornton, Colorado ARCHITECT Rogue Architecture 4100 Wadsworth Blvd., Suite 300 Wheat Ridge, CO 80033 720.599.3311 Contact: Scott A. Boduch, AIA DATE: ISSUE: 06.01.2018 75% REVIEW SET 06.11.2018 ISSUED FOR CONSTRUCTION O'II Whl �qge �tI/'�'�- MMUNITY D LOPMrw APPR Reviewed for�e..Q 4100 i� Wadaworth Boulevard Ruite 300 (...-, Wheat Ridge CO 30033 0.688.8530-P 1 03.987.2304-X � Pians I m ler IT t93oermtt. rhe nsuonce oJa rpt 00 Vro laJ U "puronons iho i not be a permr s 3 *, prpyisJOns of tht building c o, L W Ing to g"outhoritP ro "Dime TATUS QUO t-4 r other p dkx races of the t! O �pFC00 P� o l •z 0 AR 06.1 LZ019 DATE: 06.11.2018 m DRAWN: ROGUE CHECKED: SAB 0 ROGUE PROJECT NO.: 2018.19 ARCHITECTURAL F+'I SITEEPLAN rO S 2O W l i SHEET: . 0 2018 Rogue Architecture, Inc. Outside Sign 180"(w)440.5"(h) am Shubie Gamez / Seam line f f I o ; f f a CSR O ISD LaQC 27"(w) x 36(h) 2�v L oma �o'�. Reviewed for Zoning Compliance by the CLIENT:Ella Childcare ADDRESS: 6320 West 44th, Wheatridge,CO PHONE: 970-217-2667 City of Wheat Ridge Planning Division OCopyrightSBWGraphics , ,• .• , All copy is initially checked REV #04 FILE NAME: 3920 Ella Childcare Proof R4 DESIGNER: Dustin Bishop - All artwork remains the property of SBW Graphics. P P Y P colors depicted here are f°r error:bysswGhecked. raphics Final proofreading and APPROVED Any use of this design by others without written for representation only. Actual color samples can c rrections are the sole ° bili fthe diene responsibility ryo SCALE: 100% PAGE:1 of 1Pages APPROVAL SIGNATURE: permission of SBW Graphics is prohibited and will be obtained from your Subsequent revision for the be prosecuted. An unauthorized use of this design P Y 9 will result in a minimum art charge of $3000.00. sales re presentative upon request. typographical errors will be at the client•sexpense. PLEASE NOTE: Each proposal includes 1 proof and 1 revision, any additional changes may result in additional charges. 3y* COMMENTS: k�� Work Order: 3920 '/, EMAIL: EMAIL: dustin.bishop@sbwgraphics.com DATE: F civ all Wheat Ridge IV � I i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �W���'► Job Address: Lv 32-0 W 4 A-V Q. Permit Number: X20 /�E0(72-S� t:, :� j; -Al, ❑ No one available for inspection: Time A PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Z - Ili` (& Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE. . ��P�Building Inspection Division (303) 234-5933 Inspection line 1(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: '302- R Q vq h iec _ Corn Job Address: lo3O iD z4 Permit Number: 0 1 B 7-r? 5- J ❑ No one available for inspection: Tim AM/PM Re -Inspection required: ^' When corrections have been made, call-fer re -inspection M-3034 -144933 Inspecto . a DO NOT REM THIS NOTICE s CITY OF WHEAT RIDGE` Building Inspection Division (303) 234-5933 Inspection line (303) 235 2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _ 3 1 `7 ,- P606�6it.-F, ►C/-� Job Address: (10-32DW Permit Number: a-9,021 IF 0l -1 7 - Ll ❑ No one available for inspection: Time Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 < Date: 1 6 Inspector: DO NOT REMOV HIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3ol RE 31 z RPL Job Address: 6390 14d 1#1"' Ile - Permit Number: 2QEQI Za L PC l 41 �� ❑ No one available for inspection: Time 1 AM/PM Re -Inspection required: Yes *Whencorre ions have been made, call for re -inspection at 303-234-5933 Date: �3 /g Inspector: M T/� i DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Remodel PERMIT - 201801725 PERMIT NO: 201801725 ISSUED: 08/10/2018 JOB ADDRESS: 6320 W 44th Ave EXPIRES: 08/10/2019 JOB DESCRIPTION: Commercial remodel - 1,570 sq ft total; convert west window to create door for main entrance; remodel 2 bathrooms; add a bathroom and closet space; remodel kitchen with new cabinets, hand sink and compartment sink; replace french door to backyard; replace front east window *** CONTACTS *** OWNER (970)217-2667 ROSTYSLAW KUZMYCH TRUST NUMBER SUB (970)581-4739 Scott A Miller 180223 Miller Electric LLC SUB (303)332-8090 Ilya Debirov 080052 1st Response Plumbing SUB (720)385-7487 Mark Zoller 160124 Triple Z Heating & Air Cond. GC (303)332-4323 Nicolay Muzychenko 130118 NCF Construction and Design *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 140 / Converted Residences; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 38,201.24 FEES Total Valuation 0.00 Plan Review Fee 391.98 Use Tax 802.23 Permit Fee 603.05 ** TOTAL ** 1,797.26 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. The issuance of a building permit should not be construed to be approval of a business license. Business licenses are independent of the building permit and can not be approved until completion and approval of the associated building permit. Site signage will require separate permits. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. ***Shared parking agreement must be executed per terms of agreement*** s V- City of Wheat Ridge Commercial Remodel PERMIT - 201801725 PERMIT NO: 201801725 ISSUED: 08/10/2018 JOB ADDRESS: 6320 W 44th Ave EXPIRES: 08/10/2019 JOB DESCRIPTION: Commercial remodel - 1,570 sq ft total; convert west window to create door for main entrance; remodel 2 bathrooms; add a bathroom and closet space; remodel kitchen with new cabinets, hand sink and compartment sink; replace french door to backyard; replace front east window I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable wilding codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am -Authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I further attest that I 'le "1ly'authorized to include all entities named within this document as parties to the work to be performed and th all work to�be p med is disclosed in this document and/or its' accompanying approved plans and specifications. Signatute pf OWNE or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the pen -nit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or�regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief $`ii gf£ficial Date REQUESTS MUST BE MADE BY `11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. C e ��► c COMMUNITY DI VFIOPMI NT Building & Inspection Services Division 7500 W. 291" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 , Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: i Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 11/4e d le 0 C - Property Owner (please print): E-16 Property Owner Email: Q t7 Tenant (Commercial Projects Only) 6 L Property Owner Mailing Address: (if different than property adddress) Address Lo�5 3 ( l�l�r w1 oyJ S` ��T City State Zip: V� �(/� 421�n D o 01 '1 J �I /Jo cluCA — R -o Architect/Engineer E-mail: Phone:_ Contractor: City of Wheat Ridge License #: Contractor E-mail Address: Phone: Q v Phone: C�kemote For Plan Review Questions & Comments (please print): CONTACT NAME (please print): IJ(Jc F I -L _Phone: 7v?® - S9 - 3330 CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No.): Mechanical Electrical T `' Plumbing. t W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: City License # �.r Other City Licensed Sub: City License # �fl COMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. 1. Create a door out of the front west window to create the main entrance. 2. Remodel bathroom #1: Demo existing fixtures, drywall and flooring, replace flooring for linoleum, replace and paint drywall. Install a new toilet, vanity and sink. Remove closets to allow for ADA accessibility. 3. Remodel bathroom #2: Demo existing fixtures, drywall and flooring, replace flooring for linoleum, replace and paint drywall. Install a child -sized toilet, vanity and sink. 4. Add a bathroom and a closet space. Install child -sized toilet and sink in the bathroom. 5. Remodel kitchen: demo existing cabinets and drywall. DO NOT REMOVE OR DISTURB FLOORING. Cover the flooring with new linoleum. Replace and paint drywall. Install new kitchen cabinets, a hand sink and a 3 compartment sink as per Health Department specifications. 6. Replace the French door leading to the back yard. 7. Replace the front east window. Sq. Ft./LF i v BTUs Amps Squares Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application and that t assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for wort: under any permit issued based on this application; that 1 am the leaal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. L the applicant 6or this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (41'THORI D REPRESE.N'7ATIV"E) of (06VNER) (CONTRACTOR) Signature (first and last na c): J DATE: 1, Printed Name: _�' l CA R dtA bQ,/I / �/� Q DEPARTMENT USE ONLY ZONING COMMMENTS: & A � 14 ^ ` t r AJIN OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: 6 0CUOJrCY (^(L BUILDING DEPA ENT OMM NTS: Reviewer: JZq, 33 C0 �ILz IIS PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: S C2 or CQ N ° LAN ad zd Ed CD 0 -0 C D mCh m co D O x;D 0 a: 0 0 a: 0 n O -T p 0�:C00onmB�mCnD— IC�ID��ZIDZKIDx_n-ni>-n JJ�vJ010 a -° a0 CD CD OCD @. mM 70 CD � � JCD : F f t N ? o 0 0 o CD CL D o IM N 70 ° 0 6 d D�j O Qin f) 0 N O N D (7 X J CD m o D 2 -nD v o o C)m cn'o� m� lD CD m n C p ma o m a !0g J o DD D Q J0 p�O 91 "OJd Cl) 7 CD CD CL J O n Io O _I o 0 � I 0 E5 I J — N Iv aLrT:h (D m w ° D -a CL Q Cl)D n 0)D 3cl) wrl) w CL CDv Q O N N Q J + N CD D Ca N D (n cn CL `D Q � � a C � 0 y CCD CL (DD (D N N co N (D NN C O W 6 W D D U) c C) 3 J CD Q N = 6 m 3 Q CD Cs O lD rF �D C. n n (D F Q L O rr N O N Cb co C- 0 a K� a it N d C N Cn 0 3 O Q C 3 c J N Q S N Q c CD Q- 0 0 0- 0 M03 J Cn C 0- 3 L �m ax �� CD CM 3' 0 CD co CD CD CD � m J J C ~ 3 CD -0 U) cr IV 3 N o =. 0o a rn O) O Cn CD Sy n S 9 CD N T m m C- O C C2 or CQ N CD O C D mCh m co D O at m r K Q' � O a' N D 0 a - N O `G C) O 3 CU K cn >y Z CD m m= 3� O 7 � A � 3a grA m N Cd CO < O 0 O iD N O Cb 3° OD a E NN T Environmental Consulting June 13, 2018 Elena Raybun 6320 West 44th Avenue Wheat Ridge, CO 80033 raybun@mail.ru 970-217-2667 Dear Elena Raybun, The successful completion of your project is important to us! Equally important is the health and safety of you, your team, building occupants and any other party affected. As such, we bring both experience and diligent adherence to federal and state regulations in order to provide your organization with complete and accurate asbestos surveys for all your project needs. We strive to provide you and your clients with a pleasant, yet professional, experience all the way through your project duration. That means you can count on us for timely response and arrival for the initial asbestos inspection, adaptive turn -around times for delivery of your results and reports, and continuous consulting support that's only a phone call away. From start to finish, you can count on us to bring you excellent service. This comprehensive report has been prepared for you with your goals in mind. Our aim is to encompass the thoroughness of our inspection in a concise, easy to read report that delivers inclusive results so your project can move forward with informed and accurate decisions. Please let us know how we can further assist the success of your goals. Thank you for choosing Advent Environmental Consulting! Sincerely, Drue Beasley, President Advent Environmental Consulting CDPHE Registration #: ACF - 22068 7830 West Alameda Avenue Suite 103 - 216 Lakewood, Colorado 80226 myteam@advent-enviro.com 720.675.7175 ENT Environrnental C011SLAting 260418-01 ASBESTOS INSPECTION REPORT 6320 West 44th Avenue Wheat Ridge, CO 80033 Prepared for: Elena Raybun 6320 West 44th Avenue Wheat Ridge, CO 80033 raybun@mail.ru 970-217-2667 Year Built 1948 Type of Property Commercial - Daycare Facility Type of Inspection NON-DESTRUCTIVE INVESTIGATION Reason for Inspection Remodel Regulations Satisfied 40 CFR 61 Subpart M Reg No. 8 Part B Prepared By: Advent Environmental Consulting LLC 7830 West Alameda Avenue Suite 103 - 216 Lakewood, CO 80226 1 720.675.7175 CDPHE Asbestos Consulting Firm # 22068 myteam@advent-enviro.com 720.675.7175 myteam@advent-enviro.com www.advent-enviro.com TABLE OF CONTENTS Section 1 - Project Snapshot ADVENT ENVIRONMENTAL CONSULTING 7830 West Alameda Avenue Suite 103 - 216 Lakewood, Colorado 80226 1.1 Project Site Summary 1.2 Sampled Materials Summary 1.2.a Asbestos Hazard & Damage/Potential Damage Indicator Section 2 - Inspection Photos & Sample Locations Section 3 - Asbestos Content Summary & Recommendations 3.1 Regulatory Overview 3.2 Project Results & Recommendations Section 4 - Purpose Section 5 - Comments & Limitations Glossary Appendix A - Laboratory Report LIST OF ACRONYMS Material Result ACM Asbestos Containing Materials Material Condition G Good D Damaged SD Significantly Damaged Material Type Limited Asbestos Inspection F -SM Friable -Surfacing Material F -TSI Friable -Thermal System Insulation F-MISC Friable -Miscellaneous NF -TSI Non -Friable Thermal System Insulation NF-MISC Non -Friable Miscellaneous NFI Non -Friable Category I Sample Locations N North S South E East W West Other Acronvms LAI Limited Asbestos Inspection PPE Personal Protective Equipment SFRD Single -Family Residential Dwelling TAT Turnaround Time VENA' Material Codes CMS CMU Sealant CT Ceiling Tile DT Duct Tape/Wrap DW Drywall FTM Floor Tile Mastic JC Joint Compound MA Miscellaneous Adhesive MS Miscellaneous Sealant OT Other Material PI Pipe Insulation PL Plaster RSG Roof Shingle RSH Roof Sheeting RSL Roofing Sealant SVF Sheet Vinyl Flooring SM Surfacing Material WG Window Glazing BBA Baseboard Adhesive CA Carpet Adhesive CB Cove Base W_ C co ® O � � O � N N ro _ � L _ Q LAA Q 43 _m ca i C C 0 v co aC: m o co C O m Q O w Z.- w O .O o p� -1 o ac Gj a7 N 3 `h N O CO W q) 2Q' o g� Z �C) ui O � -o E E 3 aUi m o v M Q M N � � N Q d Cl) U E O U ac $ LO o L rn m m 0 _ O C NO Q cn O O � V OL FT- Li waw � o L w d ca ++ '►"'� � m Z °' -' .yW ro O N O Qa o 0 O > o y U Y r LO X N O y aco o o Y N O ,. .O C .c -a 0 ` a Q m �n > T *r d � N Q (A t �? Q N o� 0 L w d ca ++ '►"'� Coi 0 �- N O Qa z o� O Q� U U u Y r LO X N 4A LL {)LL Y N O �+ .O C cu O w CUi 0 ` a Q Q �n > T *r d � N c (A m �? Q @ o� � z° 0 m 0 0 CL ct '� C C � @ v ) // U) co L w O O E o E m m �i +r U N E m E ca a MO C 0 • L co co v /LL�� W C O + } wLm O G G W W 0 L w d ca ++ '►"'� Coi 0 �- N O Qa U o� O Q� U U a > U r LO X N oa LL Q {)LL c0 N O C .O U N0 0 O w CUi E wco E Q �n > T *r d � N c (A m �? a C c o� CMjNjNj(y)jc,)jN N V-1 O O N 0 J O C) C LL N O O N O J 0 0 ch 0 J O O 0 2 U) LL C s LL N O LO LO T J J 0 0 cccn Cccn G G LL LL Z z U O) N Y N O C U L oo O _ U U U O X N oa LL Q {)LL c0 C N y ?j cl Q Q Q Q c Y >� m O C c z° � m z z° CMjNjNj(y)jc,)jN N V-1 O O N 0 J O C) C LL N O O N O J 0 0 ch 0 J O O 0 2 U) LL C s LL N O LO LO T J J 0 0 cccn Cccn G G LL LL Z z U L Y m a L w cc a- 0 o W O LL co m C_ N i 0 m U a� i U) O N 2 F— a) 0) m E m L L O a� 0 2- 0 N O co E O 7 O Q) a i o O c c O U � C 0 cm N 0 Z Ec c O C o U E O C C CLc c O I� -a �,�tL � W N t6 L co 0 N co I 3 O O .r N � Q U m 0 Q o 0 N m v H vi o U O) Y C o L oo O _ U o O v O X N oa LL Q {)LL c0 C N y ?j 0 0 O O Y Y >� m O m � m U L Y m a L w cc a- 0 o W O LL co m C_ N i 0 m U a� i U) O N 2 F— a) 0) m E m L L O a� 0 2- 0 N O co E O 7 O Q) a i o O c c O U � C 0 cm N 0 Z Ec c O C o U E O C C CLc c O I� -a �,�tL � W N t6 L co 0 N co I 3 O O .r N � Q U m 0 Q o 0 N m v H vi o ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 www.advent-enviro.com Section 2 - Inspection Photos & Sample Locations The overall asbestos content, for a material with multiple samples, is the highest result in the set. Material Code. SM1 ACM Description: Plaster Walls - Location: Kitchen Walls - SM1-1 SM1-2 i; SM1-3 2:27 Class: F -SM Condition: G Hazard: Low Material Code: SM2 ACM Description: Plaster Ceiling Location: Kitchen Ceiling Class: F -SM SM2-1 SM2-2 SM2-3 VENT VT filnircxs�ercnal Lxe�uScas� Trace (_/< 1 Trace (_/< 1 Trace (_!< 1 North West ceiling corner Trace (_/< 1 %) North East ceiling Corner Trace (_!< 1%) South ceiling above sink Trace (_/< 1%) Condition: G Hazard: Low Material Code: SVF1 None -Detected Description: Sheet Vinyl Flooring Location: Kitchen Floor SVF1-1 SVF1-2 Class: NF-MISC Condition: G Hazard: Low South West comer of floor by fridge None -Detected North corner by mechanical room door None -Detected ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 � T www advent-enviro.com E Section 2 - Inspection Photos & Sample Locations (Continued) The overall asbestos content, for a material with multiple samples, is the highest result in the set. Material Code: SVF2 ACM Description: Sheet Vinyl Flooring Location: Kitchen Floor SVF2-1 South West Corner by fridge next to interior doc SVF2-21 North West corner of floor Class: NF-MISC Condition: G Hazard: Low Class: F -SM Condition: G Hazard: Low Class: F -SM Condition: G Hazard: Low Material Code: SM3 ACM Description: Plaster Wall Location: Dining area Walls next to Kitchen SM3-1 SM3-2 SM3-3 5% 4% South East Dinning Room Wall Trace (_/< 1 %) Center South East Dinning Room Wall Trace (_/< 1 %) North East Dinning Room Wall Trace (_/< 1%) Material Code: SM4 ACM Description: Plaster Wall L SM4-1 SM4-2 SM4-3 ocauon: t5ainroom vvan & uentng South bathroom wall by doorway Trace (_/< 1/6 West bathroom wall by toilet Trace (_/< East bathroom wall in showerltub area Trace (_!< W Z r M X M C: r U) D r M X m W C r ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 www.advent-enviro.com Section 2 - Inspection Photos & Sample Locations (Continued) The overall asbestos content, for a material with multiple samples, is the highest result in the set. Material Code: SVF3 None -Detected Description: Sheet Vinyl Flooring Location: Bathroom Floor SVF3-1 Around base of toilet SVF3-2 West corner behind toilet _ arly0f, V-.44 Class: NF-MISC Condition: G Hazard: Low Class: NF-MISC Condition: G Hazard: Low Material Code: CB1 None -Detected Description: Cove Base Location: Bathroom Area CB1-1 CB1-2 None -Detected None -Detected South wall next to door in bathroom None -Detected West wall underneath window None -Detected ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 �����`� T www.adverit-enviro.com Section 3 - Summary & Recommendations 3.1 Regulatory Overview Any material with an asbestos content greater than 1 % that is friable or will become friable during work activities is considered a regulated asbestos containing material (RACM) by both the Environmental Protection Agency (EPA) and the Colorado Department of Public Health and Environment (CDPHE) due to its potential to release hazardous asbestos fibers, polluting the air. If the amount of RACM that will be impacted during work exceeds trigger levels, it must be removed by a certified asbestos abatement contractor prior to beginning work. Initial results are generated from a visual estimate by the analyst and could differ with a more accurate analysis known as point counting. Any friable material sample identified as having a trace (equal to or less than 1 %) amount of asbestos, must be considered a RACM unless verified by point -counting to be equal to, or less than 1 % and, in fact, a trace material. For materials with a set of multiple samples (i.e. SM with 3, 5, or 7 samples) the asbestos content is whatever the highest result is out of the set; therefore, if one result of a material with multiple samples is trace, but another result of the same material is 3%, then the 3% result supersedes the other results for regulatory and asbestos management purposes. 3.2 Project Results & Recommendations Asbestos -Containing Material Materials with an asbestos content greater than 1 % have been identified. Please do not disturb asbestos - containing materials in any manner that would damage, break, crack or otherwise risk the possibility of asbestos fibers releasing from the material, contaminating the air, and creating hazardous exposure to asbestos fibers. Asbestos -containing materials in non -school buildings do not have to be removed simply because they contain asbestos, or managed in a way that would prevent accidental disturbance; however, if a friable asbestos - containing material will be disturbed, or a non -friable asbestos -containing material will be disturbed in a manner that will render it friable, or otherwise damage, break, crack or risk the possibility of asbestos fibers releasing from the material, contaminating the air and creating hazardous exposure, it must be managed by a certified asbestos abatement contractor approved by the Air Pollution Control Division to manage asbestos. None -Detected Materials with a result of None -Detected have been verified by the laboratory to be free of asbestos fibers. Although those materials are free of asbestos (a known and regulated hazardous air pollutant) other airborne contaminants may still cause adverse health symptoms, both acute and chronic, if one inhales elevated amounts of particles. vigilance and caution should be used to minimize airborne particulates regardless of the material and if visible or perceived emissions are present one should take action to protect their respiratory health by use of personal protective equipment, or otherwise. Please work safely and if new materials are discovered, which are not covered in this report, contact Advent to have them sampled for asbestos. ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226j �E T www.advent-enviro.com �i i� Section 4 - Purpose The purpose of the inspection was to verify the absence or presence of asbestos in the building materials included in the project scope of work which may be disturbed during work activities to determine if asbestos management and notification is required prior to beginning work. The property located at the site address identified in this report was inspected by a building inspector trained by an approved EPA, Asbestos Hazard Emergency Response Act (AHERA) training organization and certified by the Colorado Department of Public Health and Environment. During inspection, the inspector inspected and assessed suspect building materials, pursuant to the EPA "Green Book," Managing Asbestos in Place, Appendix G (1990), described by the client to be affected during demolition or renovation which would need to be sampled and analyzed for the presence of asbestos prior to commencement of work activities that would break, crack or otherwise damage the material(s) in a manner that could allow asbestos fibers to release from its compound. This inspection was conducted in accordance with applicable EPA National Emission Standards for Hazardous Air Pollutants (NESHAP) 40 CFR Part 61, Subpart M and/or CDHPE Colorado Regulation Number 8 Part B - Asbestos (Reg. 8). Samples were submitted to a laboratory accredited under the National Voluntary Laboratory Accreditation Program (NVLAP) to be analyzed for the presence of asbestos. The NESHAP standard for asbestos states that the owner or operator of a demolition or renovation activity involving asbestos must remove all such material from a facility being demolished or renovated before any activity begins that would break up, dislodge, or similarly disturb the material, or, preclude access to the material for subsequent removal. Section 5 - Comments & Limitations The inspection of the site address listed at the beginning of this report was limited to only specific materials of the project scope of work as directed by the client. The limitation of the inspection also includes only portions of a material sampled as identified in the location and quantity sections of this report and any material beyond the specified quantity should not be considered adequately sampled to represent the entirety of the material. Additional samples may be needed to represent materials outside of the work scope even if they are included in this report. Quantities listed in this report (Section 1 - Project Snapshot) are approximate quantities of the amount of material that will be included within the scope of work based on information gathered from the client. This approximate quantity is used by the inspector to determine the amount of samples to collect respective to the regulatory requirements outlined in the Identifying Homogenous Areas & Sampling section of the Glossary. Contractors using this report should gather more accurate measurements before drawing conclusions of subsequent work activities. In order to collect samples, various marks, cuts, breaks or other slight damage to materials may be required. In order to prevent damage extending outside of the work scope, samples were collected in client designated areas of remodel/renovation which the client will remove during work activities. This is done so that damage created by the inspection will be removed with the bulk removal in the work scope. Alternatively, samples were collected in inconspicuous, hidden places to avoid unsightly damage. The best possible measures were taken to collect the minimal amount of materials necessary, to get accurate results, in the most inconspicuous places possible,- however, ossible;however, no guarantee is made that the conditions exist to prevent visible damage. ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 www.advent-enviro.com AEC and its consultants, partners, agents and employees shall not be liable to the client for any materials damaged, during the rendering of services by the AEC. Additionally, AEC shall not be liable to the client for any materials damaged, during work activities subsequent to the services rendered by AEC, which were not properly inspected by AEC. Finally, AEC shall not be liable to the client for any special or consequential damages, including but not limited to, lost profits, loss of use, or any other cause whatsoever. Any compensation to the client for damages shall not exceed the total compensation received by AEC from the client. Although diligence was used to inspect and sample all materials within the work scope, there may be additional materials not covered in this report discovered during gross removal which may need to be sampled. If additional, suspect materials are discovered which are not covered in this report, please contact AEC prior to disturbing them to have them properly sampled. ANY MATERIAL NOT PROVEN TO BE FREE OF ASBESTOS SHOULD BE ASSUMED TO CONTAIN ASBESTOS UNTIL PROVEN OTHERWISE. This report, including any other documents attached hereto or referred to herein, which form a part hereof, embodies the entire agreement and understanding of the parties hereof including, but not limited to, any verbal or written agreement(s) made prior or subsequently to the preparation of this report. This report may not be amended except in writing signed by a duly authorized representative of the respective parties. The receiving party shall not alter, modify, decompile, disassemble, reverse engineer, translate or create derivative works from this report. The receiving party shall use this report only for the limited purpose described above and not for any other purpose. The asbestos inspection was conducted in a manner consistent with the degree of care and skill ordinarily exercised by and consistent with the standards of competent consultants of the asbestos inspection profession. The results, findings, conclusions and recommendations expressed in this report are based on conditions of the specific areas, defined by the client, observed during the time of the limited inspection. The information contained in this report is relevant to the date on which this survey was performed, and should not be relied upon to represent conditions at a later date. This report has been prepared on behalf of and exclusively for use by the client for specific application to the project as discussed. Contractors or consultants reviewing this report must draw their own conclusions regarding further investigation or remediation deemed necessary. Advent Environmental Consulting does not warrant the work of regulatory agencies, laboratories or other third -parties supplying information which may have been used in the preparation of this report. No warranty, express or implied is made. Respectfully Submitted, Drue Beasley, Certified Building Inspector #18325 Advent Environmental Consulting CDPHE Business Registration #: ACF - 22068 7830 West Alameda Avenue Suite 103 - 216 Lakewood, Colorado 80226 drue@advent-enviro.com 720.675.7175 ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 VENT www.advent-enviro.com E:nvn.or.ral L«.cdmy GLOSSARY Material Friability These categories were used to determine methods for assessing suspect materials based on their friability and ability to release harmful asbestos fibers— i.e. friable materials are more likely to release asbestos fibers. 1. Friable (F) - materials that can be crumbled or reduced to powder by hand pressure. 2. Category I Non -Friable (NFI) - materials that cannot be crumbled or reduced to powder by hand pressure including resilient floor coverings, gaskets, packing materials and asphalt impregnated roofing materials. 3. Category II Non -Friable (NF) - All other materials that cannot be crumbled or reduced to powder by hand pressure that do not include category I non -friable materials. Material Type AHERA and Reg 8 require building inspectors to categorize the type of suspect building materials into one of three categories: 1. Surfacing Material (SM ) - a material that is sprayed on, troweled on, or otherwise applied to surfaces, such as acoustical plaster in ceilings and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes. 2. Thermal System Insulation (TSI) - a material applied to pipes, fittings, boilers, breeching, tanks, ducts, or other interior structural components to prevent heat loss or gain, or water condensation, or for other purposes. 3. Miscellaneous (MISC) - an interior building material on structural components, structural members or fixtures, such as floor and ceiling tiles, and does not include surfacing material or thermal system insulation. Friability and material type categories for each material inspected are reported with their respective friability and type codes (e.g. F -SM, F -TSI, NFI, etc.). Non -friable category II materials are identified with non -friable code (NF) and the type code for the material (e.g. NF -SM, NF -TSI, NF-MISC). Identifying Homogenous Areas & Sampling Homogenous areas of each material are identified within the work area. Homogenous materials are grouped based on color, texture, and date of application. These materials are then given an approximate quantification of removal or disturbance during work activities to determine the amount of samples to take for each material as defined by AHERA and Reg. 8: Surfacing materials ■ Minimum of 3 random samples for quantities under 1,000 ft2 ■ Minimum of 5 random samples for quantities >1,000 ft2 & <5,000 ft2 ■ Minimum of 7 random samples for quantities >5,000 ft2 2. Thermal system insulation ■ Minimum of 3 random samples for all TSI *except patches <6 linear ft. or 6 ft2 3. Miscellaneous materials ■ Minimum of 1 sample ADVENT ENVIRONMENTAL CONSULTING 720.675.7175 7830 West Alameda Avenue Suite 103 - 216 myteam@advent-enviro.com Lakewood, Colorado 80226 (4VENT ,� j�17 www.advent-enviro.com V/ APPENDIX A - Laboratory Report Asbestos Report Summary e u rof i n s By: POLARIZING LIGHT MICROSCOPY PROJECT: 6320 West 44th. Avenue Wheat Ridge, LAB CODE: B18-3377 CO 80033 METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 1020 ASBESTOS Client ID Layer Lab ID Color Sample Description % SM1-1 Layer 1 B27630 White Plaster Skim Coat None Detected ---------------------------------------------------------------- Layer 2 B27630 Gray Plaster Base Coat Chrysotile 0% SM1-2 Layer 1 B27631 White Plaster Skim Coat None Detected --------------------------------------------------------------- Layer 2 827631 Gray Plaster Base Coat Chrysotile <1% SM1-3 Layer 1 B27632 White Plaster Skim Coat None Detected --------------------------------------------------------------- Layer 2 B27632 Gray Plaster Base Coat Chrysotile <1% SM2-1 Layer 1 827633 White Plaster Skim Coat None Detected --------------------------------------------------------------- Layer 2 627633 Gray Plaster Base Coat Chrysotile <1% SM2-2 Layer 1 B27634 White Plaster Skim Coat None Detected Layer 2 -B27634 Gray Plaster Base Coat Chrysotile <1% SM2-3 Layer 1 B27635 White Plaster Skim Coat None Detected --------------------------------------------------------------- Layer 2 B27635 Gray Plaster Base Coat Chrysotile <1% SVF1-1 B27636A Tan Sheet Flooring None Detected B27636B Yellow Mastic None Detected SVF1-2 B27637A Tan Flooring None Detected B27637B Yellow Mastic None Detected SVF2-1 B27638A Gray Flooring B27638B Yellow Mastic None Detected B27638C Tan Flooring None Detected SVF2-2 B27639A Gray Flooring B27639B Yellow Mastic None Detected B27639C Tan Flooring None Detected SM3-1 Layer 1 827640 White Plaster Skim Coat None Detected --------------------------------------------------------------- Layer 2 827640 Gray Plaster Base Coat Chrysotile <1% SM3-2 Layer 1 B27641 White Plaster Skim Coat None Detected --------------------------------------------------------------- Layer 2 B27641 Gray Plaster Base Coat Chrysotile <1% SM3-3 Layer 1 B27642 White Plaster Skim Coat None Detected --------------------------------------------------------------- Layer 2 827642 Gray Plaster Base Coat Chrysotile <1% SM4-1 Layer 1 B27643 White Plaster Skim Coat None Detected --------------------------------------------------------------- Layer 2 B27643 Gray Plaster Base Coat Chrysotile <1% SM4-2 Layer 1 B27644 White Plaster Skim Coat None Detected Page 1 of 2 Asbestos Report Summary % e u rof i n s By: POLARIZING LIGHT MICROSCOPY PROJECT: 6320 West 44th. Avenue Wheat Ridge, LAB CODE: B18-3377 CO 80033 METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020 ASBESTOS Client ID Layer Lab ID Color Sample Description % ------------------------------------------------- Page 2 of 2 Layer 2 B27644 Gray Plaster Base Coat Chrysotile <1% SM4-3 Layer 1 B27645 White Plaster Skim Coat None Detected --------------------------------------------------------------- Layer2 827645 Gray Plaster Base Coat Chrysotile <1% SVF3-1 B27646 Tan Flooring None Detected SVF3-2 B27647 Tan Flooring None Detected CB1-1 Layer 1 B27648 Silver,Black Heterogeneous Material None Detected --------------------------------------------------------------- Layer 2 B27648 Cream Adhesive None Detected CB1-2 Layer 1 B27649 Silver,Black Heterogeneous Material None Detected --------------------------------------------------------------- Layer 2 B27649 Cream Adhesive None Detected Page 2 of 2 ASBESTOS BULK ANALYSIS ti~ e u rof i n s By: POLARIZING LIGHT MICROSCOPY Client: Advent Environmental Consulting, LLC Lab Code: B18-3377.1 7830 W Alameda Ave #103 - 216 Date Received: 06-05-18 Lakewood, CO 80226 Date Analyzed: 06-08-18 Date Reported: Project: 6320 West 44th. Avenue Wheat Ridge, CO 80033 ( Point Count ) ASBESTOS POINT COUNT PLM, EPA 600 METHOD Material POINTS ASBESTOS Client ID Lab ID Description Total Asbestos % SMI -1 B27630 Plaster Base Coat 400 2 0.50% Chrysotile SMI -2 B27631 Plaster Base Coat 400 0 <0.25% Chrysotile Lab Notes: Chrysotile detected below limit of quantitation SMI -3 B27632 Plaster Base Coat 400 1 0.25% Chrysotile SM2-1 B27633 Plaster Base Coat 400 1 0.25% Chrysotile SM2-2 B27634 Plaster Base Coat Lab Notes: Chrysotile detected below limit of quantitation 400 0 <0.25% Chrysotile SM2-3 B27635 Plaster Base Coat Lab Notes: Chrysotile detected below limit of quantitation 400 0 <0.25% Chrysotile SM3-1 B27640 Plaster Base Coat Lab Notes: Chrysotile detected below limit of quantitation 400 0 <0.25% Chrysotile SM3-2 827641 Plaster Base Coat Lab Notes: Chrysotile detected below limit of quantitation 400 0 <0.25% Chrysotile SM3-3 B27642 Plaster Base Coat Lab Notes: Chrysotile detected below limit of quantitation 400 0 <0.25% Chrysotile SM4-1 B27643 Plaster Base Coat 400 1 0.25% Chrysotile SM4-2 B27644 Plaster Base Coat 400 0 <0.25% Chrysotile SM4-3 B27645 Plaster Base Coat 400 0 <0.25% Chrysotile Page 1 of 2 tiff eurofins ASBESTOS BULK ANALYSIS By: TRANSMISSION ELECTRON MICROSCOPY Client: Advent Environmental Consulting, LLC Lab Code: T18-1130 7830 W Alameda Ave #103 - 216 Date Received: 06-05-18 Lakewood, CO 80226 Date Analyzed: 06-06-18 Date Reported: 06-11-18 Project: 6320 West 44th. Avenue Wheat Ridge, CO 80033 TEM BULK CHATFIELD / EPA 600 / R93 / 116 Sample Organic Acid Soluble Acid Insoluble Client ID Material Weight Material Material Material Asbestos Lab ID Description (g) SVF2-1 Gray Flooring 0.342 30.7 58.5 10.8 4.9% Chrysotile T78676 SVF2-2 Gray Flooring 0.324 33 56.8 10.2 4.3% Chrysotile T78677 Page 1 of 2 R ocuE A ncniTecrune ELLA, LLC — WHEAT RIDGE, CO SBE, DBE, MBE CHALLENGING THE STATUS QUO PLAN CHECK NO.: 201801725 Rogue Architecture Project No.: 2018.19 Jun, 22, 2018 — Response Jun, 19, 2018 - Comments Mr. Randy Slusser RECEIVED City of Wheat Ridge — Building Department 7500 W. 291h Avefi? Wheat Ridge, CO 80033 rslusserrci.wheatridge.co.use RE: ELLA, LLC Daycare — 6320 W 44th Ave, Wheat Ridge, CO, 80033 Please accept this letter as our formal response to the comments received from the City of Wheat Ridge dated 06.19.2018. We are also providing a set of revised documents dated Jun 22, 2018 with a Revision #1 designation, addressing the comments. BUILDING REVIEW — Randy Slusser — 303-235-2803 — rslusser(&ci.wheatridge.co.us 1. Provide a construction framing plan. Show all new headers, beams for the following. a. Demo Key Note 2" Specify size of header. b. Demo Key Note 22: Specify new beam or ceiling framing and provide connection details. c. Demo Key Note 24: Specify size of header. Response by Astra Engineering: Required details have been provided. See Sheet S1.0. 2. Provide an electrical plan showing all new lighting, receptacles, switches, etc. (See Floor Plan Keynote 3, Sheet A 1.0). Response by Rogue Architecture: A new Lighting/Electrical Plan has been provided, see Sheet A5.0. We hope that the above responses and drawing updates provide the necessary information that satisfy your comments. Mr. Randy, should you have further questions regarding this project, please do not hesitate to contact me to discuss in more detail. In advanced, thank you for your comments and we look forward to your review. Rogue Architecture, Inc. City 01 W heat Ridge S ott B uch, AIA - Principal �t Z01VOI r 4100 WADSWORTH BOULEVARD, SuiiL 300 WHEAT RIDGE, COLORADO 80033 11Page REA/ i Te d* Project Job Ref. Tedds ELLA, LLC Daycare Dry Length of span Section Sheet no./rev. Lb = 4 in Typical Header 2 Calc. by Date Chk'd by Date App'd by Date N 6/20/2018 Lumber grading No.2 Hem -Fir Member details Service condition Dry Length of span L5, = 5 ft Length of bearing Lb = 4 in Bearing perpendicular to grain - cl.3.10.2 Adjusted compression Fc_perp = 487 Ib/inz Applied compression fc_perp = 89 Ib/int PASS - Design compressive stress exceeds applied compressive stress at bearing Strength in bending - cl.3.3.1 Design bending stress Fb' = 1909 Ib/int Strength in shear parallel to grain - cl.3.4.1 Design shear stress F�' = 259 Ib/int Deflection - cl.3.5.1 Allowable deflection Sad. = 0.180 in Jot&K6atR�lge UEVEtOP; EwR APPROVED tteWew Com iP ian /"f I '4o(C' l?, Fila E amine' Date The essaonce of o permit w opprowl of plans speco'kafpns d"000e4PYOMOns Sim# ow be o permit far. aeon opprorW al, any Yio/etlon to o v e/the /sosiwm sloe 6UW4V Cane a Mary city a owam. Mm/ts MfllMwr/ low 0whopy to Wdowe or Coral the Worwons all the owoolq eMee a�Mnertites star Ur shah ea Ar Nabd. Actual bending stress fb = 1056 Ib/int PASS - Design bending stress exceeds actual bending stress Actual shear stress f� = 97 Ib/inz PASS - Design shear stress exceeds actual shear stress Total deflection ab 5t = 0.105 in PASS - Total deflection is less than design deflection Tek 15 Project Job Ref. Tedds ELLA, LLC Daycare Section Sheet no./rev. Typical Header 1 Calc. by Date Chk'd by Date App'd by Date N 6/20/2018 STRUCTURAL WOOD BEAM ANALYSIS & DESIGN (NDS) In accordance with the ANSI/AF&PA NDS -2015 using the LRFD method kip_ft 0.0 1.331 1 ft Bending Moment Envelope 5 kips Shear Force Envelope 1 1.06 1.1 0. -1.06, Al 5 1 A 1 B Load combinations Load combination 1 Analysis results TEDDS calculation version 1.7.03 1 Design moment M = 1330.5 lb—ft Total load on member Wtot = 2128.9 Ib Reaction at support A RA -m. = 1064 Ib Unfactored dead load reaction at support A Unfactored snow load reaction at support A Reaction at support B RB -m. = 1064 Ib Unfactored dead load reaction at support B Unfactored snow load reaction at support B Sawn lumber section details Nominal breadth bnom = 2 In Nominal depth dnom = 6 In Number of sections N = 2 Support A Span 1 Support B Design shear RA -min = 1064 Ib RA -Dead = 262 Ib RA snow = 750 Ib Rs -min = 1064 Ib RB -Dead = 262 Ib Rs -Snow = 750 Ib Dressed breadth Dressed depth Breadth of member Dead x 1.20 Live x 1.60 Snow x 1.00 Dead x 1.20 Live x 1.60 Snow x1.00 Dead x 1.20 Live x 1.60 Snow x 1.00 F=1064.4 lb VC b= .5 in d= .5 in bb=3in AFTe d Project Job Ref. Tedds ELLA, LLC Daycare Section Sheet no./rev. Wood beam where wall is removed 2 Calc. by Date Chk'd by Date App'd by Date N 6/20/2018 Bearing perpendicular to grain - cl.3.10.2 Adjusted compression Fc -Perp' = 487 Ib/Inz Applied compression fc_Perp = 58 Ib/int PASS - Design compressive stress exceeds applied compressive stress at bearing Strength in bending - cl.3.3.1 Design bending stress Fe = 2026 Ib/int Strength in shear parallel to grain - cl.3.4.1 Design shear stress F,' = 259 Ib/int Deflection - cl.3.5.1 Allowable deflection Sadm = 0.432 in Actual bending stress fb = 720 Ib/int PASS - Design bending stress exceeds actual bending stress Actual shear stress f, = 36 Ib/int PASS - Design shear stress exceeds actual shear stress Total deflection 6b -rt = 0.275 in PASS - Total deflection is less than design deflection F City o{ teat RNd9e AV Te a Project Job Ref. Tedds ELLA, LLC Daycare RA -m. = 789 Ib Section Sheet no./rev. RB -m. = 789 Ib Unfactored dead load reaction Wood beam where wall is removed 1 Calc. by Date Chk'd by Date App'd by Date Lumber grading N 6/20/2018 Service condition Dry Length of span STRUCTURAL WOOD BEAM ANALYSIS & DESIGN (NDS) In accordance with the ANSI/AF&PA NDS -2015 using the LRFD method TEDDS calculation version 1.7.03 1 kip_ft Bending Moment Envelope 0.0- 2.366- 2.4 .02.3662.4 ft 1 12 1 A 1 B kips Shear Force Envelope 0.789 0.8 0.0- -0.789- ft .0-0.789fl 1 12 1 A 1 B Load combinations Load combination 1 Analysis results Design moment M = 2365.5 lb—ft Total load on member Wtot = 1577.0 Ib Reaction at support A RA -m. = 789 Ib Unfactored dead load reaction at support A Reaction at support B RB -m. = 789 Ib Unfactored dead load reaction at support B Sawn lumber section details Nominal breadth bnom = 2 in Nominal depth doom = 8 in Number of sections N = 3 Lumber grading No.2 Hem -Fir Member details Service condition Dry Length of span L51 = 12 ft Length of bearing Lb = 3 in Support A Dead x 1.20 Live x 1.60 Span 1 Dead x 1.20 Live x 1.60 Support B Dead x 1.20 Live x 1.60 Design shear F = 788.5 Ib RA min = 789 Ib RA -Dead = 657 Ib RB -min = 789 Ib RB -Dead = 657 Ib Dressed breadth b = 1.5 in Dressed depth d = 7.25 in Breadth of member bb = 4.5 in IVED JUN 2 2 L018 City of Wh6at.jdge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. This form will not be accepted with missing information. Project Address: J tf4 91' Permit #: General Contractor: Vr— L C -C -r1 S�- C 1460 ,c'o r. -I Electrical Sub -Contractor Company Name: oil ief 2ec�- Phone #: q 7p - �5 0' - q73 State License #:c .( C ("j 2C Master #: ®�C% Wheat Ridge License #:g ;' ,t� =`� (required field) Signature of Authorized Agent Date Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date S i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /0-3- Po o -�, ,n Job Address: &390 w v y to /Q ve Permit Number: -'a ©1$ O 1 a _ D ve C K 4--t� Dov r- 1`-a rra L� ❑ No one available for inspection: Time IM AM M Re -Inspection required: Yes No lr`,` When corrections have been made, call for re -inspection at 303-234-5933 Date://9/)g Inspector: --I --L5 DO NOT REMOVE TH/ O ICE Mtn , 41� City of Wh6at�dgc COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM *This application must be signed by each sub -contractor confirming the same. Project Address: 932,0 W L14 At Permit 2S General Contractor: Electrical Contractor - Wheat Ridge License # Company Name: State License #: Signature of Authorized Agent Phone #: Master #: Date Plumbing Contractor - Wheat Ridge License # 0C" G Company Name: .�� ReYlOU4.S-e &tJIRhone #: 303 3'_�2_&O`�(_) State License #: / `% 9 Master #: % oZD Signature of Authorized Agent Date Mechanical Contractor - Wheat Ridge License # Company Name: Signature of Authorized Agent Phone: Date *This application must be signed by each sub -contractor confirming the same. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: / ° 3 ' P -o o -�, 1/1g Job Address: 3a D W Z-1 Permit Number: 01 8 © / <8 4, o LJ No one available for inspection: Time = 13 &WPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- Date:--7 03-234-Date:-7 � a /1 Inspector: DO NOT REMOVE THIS NOTICE ,'�m t. )q i CITY OF WHEAT RIDGE Building Inspection°Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /0-5- P:7-0 0 -�, n 9 Job Address: (C -3 d O w t -I '-I �h !g Ve Permit Number: 'a D l S D is & n M ❑ No one available for inspection: Time'g= 4_7 AM4EW Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: --.>/13 l Inspector: —T!> DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE �nspec#ion Type: _0 FOO "Job Address: `-"Permit Number: (� ❑ No one available for inspection: Time 096% AM/PM Re -Inspection required: (95No When corrections have been made, call for re-inspecti n t 303-234-5933 Date: 7 A W Inspector: m 7 DO NOT REMOVE THIS NOTICE City of Wheat Ridge 7Commercial Miscellan PERMIT - 201801860 PERMIT NO: 201801860 ISSUED: 06/27/2018 JOB ADDRESS: 6320 W 44th AVE EXPIRES: 06/27/2019 JOB DESCRIPTION: Flatwork for concrete ADA Ramp 17ft x lift for Ella LLC Daycare. *** CONTACTS *** OWNER (970)217-2667 ROSTYSLAW KUZMYCH TRUST NUMBER SUB (303)907-6892 Fermin Lujan 180194 Lobos Concrete LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 140 / Converted Residences; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,658.00 FEES Total Valuation 0.00 Plan Review Fee 70.98 Use Tax 76.82 Permit Fee 109.20 ** TOTAL ** 257.00 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2014 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be pertorme J end that all work to �erlormed is disclosed in this document and/or its ccompan ing approved plans and specifications. F Signature of OWNER or Cb TRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Budding Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Of5cial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuarr e & granting of ermit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicabcpei'ey ord ce or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of W heat Rjge com MUNiTy DEVELOPMENT Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cD_ci.wheatridge.co.us FOR OFFICE USE ONLY Date: W9 9V I i, Plan/Permit # X/ Plan Review Fee: r Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): � 3ao A y -e Phone: :TJ S?b-7 Property Owner Email: giant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 5 City, State, Zip: Arch itect/En g 1 neer E-mail: Contractor Name: Z Z� 1 a s City of Wheat Ridge License #: Contractor E-mail Address: L-,eb �0 S (, , n c -e Phone: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): ci� CONTACT EMAIL(please print): kbc S ('c'7'iC^ Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: W.R. City License # W.R. City License # Phone: hone: 733 -9a -7—a 71 Other City Licensed Sub: Other City Licensed Sub: City License # City License # Mechanical: W.R. City License # [V COMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. /A VA- Rl=ilk-�Q A Sq. FULF (�� BTUs Amps Squares Gallons Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) 3, 611s� � OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name:�.— DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION., L Reviewer: BUILDING DE✓PA TMENT OMME TS: N Reviewer: PUBLIC WORKS COMMENTS: Reviewer: CONSTRUCTION TYPE: Building Division Valuation: 365-Y r 3 S WEST 44TH AVENUE (60'-0" RO.W.) EXISTING TREE TO REMAIN N 2 PROPOSED LANDSCAPE PLAN _ LI SCALE: 1/8" = 1'-0" 0 2' 4' �8' ,. l6' 1 C 0 E) PLANT LIST ' Colli� Whit umff r vrmop"wr AS TR A ENGINEERING QUANT SYM. COMMON NAME BOTANICAL NAME TREE Plan "miner Date DECIDUOUS 1 ABS AUTUMN BRILLIANCE SERVICEBERRY,AMELANCHIER x GRANDIFLORA T CAUPER algal Mt prow em slur hum** rodr or stoop CApor/Ytsaoea PWMO proJAwMM•/Ye aalhMllPMsiellfeMJyJetai ONP" *imsills Emma" SHRUBS - (5 GAL.) !/ of X 0.042' ALL IHIOUZXo.oerwau MP EVERGREEN 3 OR OREGON GRAPEHOLLY A DECIDUOUS 6 RS FROEBEL SPIREA SPIRAEA JAPONICA T. ' Colli� Whit umff r vrmop"wr AS TR A ENGINEERING PERFORATED Try TO BE Typ g MAX. � eoTr gg- O 112• DIA. OM RAIL @ MAX. ABOVE ADE r,N METAL SCREEN ELEVATION A-2 SCALE: 1/2" = 1'-0" 4' CONSTRUCTION REMODEL ELLA, LLC DAYCARE 6320 W. 44th Avenue Wheat Ridge, CO 80033 OWNER Ms. Elena Raybun Thornton, Colorado ARCHITECT Rogue Architecture 4100 Wadsworth Blvd., Suite 300 Wheat Ridge, CO 80033 720.599.3311 Contact: Scott A. Boduch, AIA DATE: ISSUE: 06.01.2018 75% REVIEW SET 06.11.2018 ISSUED FOR CONSTRUCTION fir 11—I 4100 Wadsworth B -1—d Salta 800 (� 111set Rldxe t..1 co 80033 720.308.3380-P 303.087.2304 -A 1�1 CHALLENGING THE STATUS QUO op O N 0 1� FN E DATE: 06.11.2018 V DRAWN: ROGUE CHECKED: SAB ROGUE PROJECT NO.: 2018.19 O LANDSCAPE PLAN UJy W O G� SHEET: W © 2018 Rogue Architecture, Inc- APPROVED f -Ar -de Compliance Plan "miner Date a The KSYOAte of a pe,md w approval of IMaro 1p!'[ylcabaft w/opLyMolwn ~ nal 6e o Penna /or, or w approval of law Y10*//a b algal Mt prow em slur hum** rodr or stoop CApor/Ytsaoea PWMO proJAwMM•/Ye aalhMllPMsiellfeMJyJetai ONP" *imsills Emma" !/ of X 0.042' ALL IHIOUZXo.oerwau MP TV,' VIA. Posr 1I� 1 1 Dia TOP Rat 2 `DIa X 042• Wal DECORATIVE IC"E95. METAL PANELS - ICAL PAINTED DRON RMIIJAL POST PERFORATED Try TO BE Typ g MAX. � eoTr gg- O 112• DIA. OM RAIL @ MAX. ABOVE ADE r,N METAL SCREEN ELEVATION A-2 SCALE: 1/2" = 1'-0" 4' CONSTRUCTION REMODEL ELLA, LLC DAYCARE 6320 W. 44th Avenue Wheat Ridge, CO 80033 OWNER Ms. Elena Raybun Thornton, Colorado ARCHITECT Rogue Architecture 4100 Wadsworth Blvd., Suite 300 Wheat Ridge, CO 80033 720.599.3311 Contact: Scott A. Boduch, AIA DATE: ISSUE: 06.01.2018 75% REVIEW SET 06.11.2018 ISSUED FOR CONSTRUCTION fir 11—I 4100 Wadsworth B -1—d Salta 800 (� 111set Rldxe t..1 co 80033 720.308.3380-P 303.087.2304 -A 1�1 CHALLENGING THE STATUS QUO op O N 0 1� FN E DATE: 06.11.2018 V DRAWN: ROGUE CHECKED: SAB ROGUE PROJECT NO.: 2018.19 O LANDSCAPE PLAN UJy W O G� SHEET: W © 2018 Rogue Architecture, Inc- O 112• DIA. OM RAIL @ MAX. ABOVE ADE r,N METAL SCREEN ELEVATION A-2 SCALE: 1/2" = 1'-0" 4' CONSTRUCTION REMODEL ELLA, LLC DAYCARE 6320 W. 44th Avenue Wheat Ridge, CO 80033 OWNER Ms. Elena Raybun Thornton, Colorado ARCHITECT Rogue Architecture 4100 Wadsworth Blvd., Suite 300 Wheat Ridge, CO 80033 720.599.3311 Contact: Scott A. Boduch, AIA DATE: ISSUE: 06.01.2018 75% REVIEW SET 06.11.2018 ISSUED FOR CONSTRUCTION fir 11—I 4100 Wadsworth B -1—d Salta 800 (� 111set Rldxe t..1 co 80033 720.308.3380-P 303.087.2304 -A 1�1 CHALLENGING THE STATUS QUO op O N 0 1� FN E DATE: 06.11.2018 V DRAWN: ROGUE CHECKED: SAB ROGUE PROJECT NO.: 2018.19 O LANDSCAPE PLAN UJy W O G� SHEET: W © 2018 Rogue Architecture, Inc- NEW X-0' HIGH X 36'-O' LONG METAL SCREEN ALONG PARKING - SEE DETAIL 5/A53.0. WEST 44TH AVENUE J1 (60'-0" R.O.W.) `tx15TING. EXISTING 510EWAL - - DRIVEWAY/ cuoo.58'.23'; - 75.08' , CURB GUT Ilya 1;'T� "?`..• EXISTING DRIVE Y L EXI5TING . SIDEWAIX W�� EXISTING PARKING LOT s %PAINTEQ STRIPPED WALKWAY a 3. r W/4'WID[LINES@�� _ 24 O.C. H V �� S•"t �� a. �r ,4x 2 SHARED PARKING ^t - ' - ' ^j 6'-G' ..I O' 2' SPACES TO BE"". PROVIDED PER.;:I "A" '' NEW VAN'ACCE551BLB SHARED PARKING -•,.F' I I PARKING STALL i AGREEMENT BETWEEN THE PROPERTY OWNERS .�J N ..• m 'I"' Jv t 11 New A'-0' . WOO2. .. 'D: GATE I, `. 1 - . NEW ACCESSIBLE NEW 6'-0' H. WOOD FENCE 53.0 •' • - PARKING SIGNAGE . . SYSTEM TO BEINSTALLID �I; I - AROUND ENTIRE PERIMETER OF TODDLER PLAYGROUND P I I e PLA�ND' EXISTING'• I EXISTING CONCRETE • _ f I` DRIVEWAY TO REMAIN SINGLE;STORY ' i ,d 2Z . . BUILDING i 'STAFF j ...'.... VIE.. .. .. 1,570 SQ. FT. CRRN' PARKING ENTRY L----1 ............... • - j:):5 G SETBACK ..... NEW 6'-0' H. WOOD FENCZ SYSTEM TO BE INSTALLED N - �I 1 • AROUND ENTIRE U S' IfY PERIMETER OF EX4STWGS AGK' _ i PATIO �i L< i PLAYGROUND STAFF f C v N NEW S -O' WIDE [U r4 ' ' CHAIN-UNKED GATE - - a ' .I D' C' .. i REQUIRED R:KK `TEEL PIPE BIKE RACK UNIT ' NEW STAIR. AN �.. . EW 4'-O' HIGH VINYL D. I, 10'X 20 PLAY -AREA ' ' i ' ' 'HANDRAIL5 - i DESIGNATED Uj C .COATED CHAIN -LINKED .. j ... GIFARANCE - ..... .... ' ' �,�'_� ��� I. BICYCLE O FENCE SYSTEM ' I .. 2 5" PARKING AREA O .. . a— - WOOD GATE ti o 15 10' 3,-0, - .. f 1 -:•ice TAFF I o m PREsc}loaL r .�`'` --- -� 1 >� � t r� I P G I '•'` I' PLAYGROUND N g J ,'Z,IESS.F: I NEW E STIN1 PLAYGROUND I 1 - `GARAG I .• W) ;F1 Y 7 .:� , 34 S� F . o .. t. LINE OF FALL. zbAE.'... � ..... .... I I Z SIZE OF THE NEW FALL ZONE ... ' q o o .. ........}1 7 AREA (5AND)T0 BE DETERMINED - BYTHEOWNERBASEDONTHE . ..,.ro--_. ../SEQUIPMENT SELECTED WITH `� GARAGE WALL _ .... _ a _77-- J ° 57' 05" E - rf�i47'T., NEW 6'-O' H. WOOD FENCE ZCNE �:•"ASIINGLE�iAMILY) AROUND ENTIRE PERIMETER OF r" 'Tjj PLAYGROUND a N ARCHITECTURAL SITE PLAN Kt .0 SCALE: 1/8" - r-0" 0 2' 4' • .:8': 16 elan SITE INFORMATION 4100 EXISTING ZONING MU -N (MIXED-U5E NEIGHBORHOOD) Wadsworth Boulevard Suite 800 PROPOSED LAND USE COMMERCIAL DAYCARE (PERMITTED USE WITHIN THE MU -N ZONING) TOTAL SITE 7 LOT AREA - - 9:424 50.FT. (0:21 G ACRE5) v CO 80088 FLOOR AREA 1,570 SOFT. (NOT INCLUDING GARAGE) 720.599.8320-P REQUIRED EXISTING PROPOSED BUILDING COVERAGE 65% MAX. 1,9115O.FT. (20.3%) 1,91150.FT. (20.3%) OPEN SPACE 1,414 50 FT. (15%MIN.) 5,51550.M. (58.5%) 4,051 50.1'r. (42.990) USEABLE 1 ,061 50. FT. (75% OF OPEN SPACE) 41755 50.FT. (86.2%) 3. I GB 50.PT. (78.2%) SOD / LANDSCAPE 495 50. FT. (35% OF OPEN SPACE) 4,898 5Q.FT. (88.8%) 3,528 50.n. (87%) HARDSCAPE 6,126 50. FT. (G5% MAX.) O 50.F'T. (0%) O SOFT. (0%) PARKING STANDARD 6 STALLS 2 STALLS 4 5TALL5 (ONSITE) 2 5TALL5 (OFFSITE) ACCESSIBLE I STALL O STALLS I STALL (VAN) BICYCLE 4 STALLS O STALLS PROVIDED IN GARAGE OR DRIVEWAY NOTE: 1.347 S.F. ADDED OF IMPERVIOUS SURFACE DUE TO THE PAR)UNG LOT CONSTRUCTION PARKING CALCULATIONS REQUIRED PARKING: I SPACE PER STAFF (5 SPACES) + I SPACE PER 8 CHILDREN (3 SPACES) NOTE: AN EXISTING BUS STOP IS WITHIN 500'-0" OF THE SITE, ALLOWING FOR 10% REDUCTION IN REQUIRED PARKING) TOTAL REQUIRED: 7 SPACES PROPOSED 5 ONSITE SPACES + 2 SHARED W/ ADJACENT PROPERTY OWNER PER SHARED PARKING AGREEMENT LEGEND EXISTING BUILDING O EXISTING GAS METER EXISTING ELECTRICAL CONCRETE PAVING PANEL _"•" NEW CONCRETE OR Wm EXISTING WATER ASPHALT PAVING METER POWER/TELEPHONE LANDSCAPE AREA O PP POLE PLAYGROUND AREA -OR EXISTING OVERHEAD POWER LINE POLE MOUNTED - WHEEL STOP H.C. HANDICAP PARKING SIGN - SEE 3/A3.0. GENERAL SITE PLAN NOTES A. ALL GRADING 4 CONCRETE PAVING SHALL SLOPE AWAY FROM THE BUILDING. CONTACT THE ARCHITECT FOR ANY AREAS THAT CANNOT SLOPE AWAY DUE TO EXISTING CONDITIONS. 5, IT SHALL BE THE RESPONSIBILITY OF THE COMPACTOR TO MAINTAIN ADEGUAI E DRAINAGE THROUGHOUT THE 517E DURING THE PROCESS OF EXCAVATION 4 GRADING. THE GRADES SHALL BE MAINTAINED IN SUCH CONDITION THAT IT 15 WELL DRAINED AlALL TIMES. C. VERIFY ALL DIMENSIONS TO BOUNDARY 4 SETBACK INFORMATION W/ PARCEL MAP SURVEY OF RECORD 4 NOTIFY ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE FOUND, D. VERIFY LOCATIONS OF EXISTING UTIUTIE5 BEFORE PROCEEDING W/ EXCAVATIONS, E. ALL MATERIALS 4 WORKMANSHIP FOR PUBLIC FACILITIES TO CONFORM TO THE LOCAL JURISDICTION STANDARD CONSTRUCTION SPECIFICATIONS. F. THE CONTRACTOR SHALL COMPLY W/ ALL ORDINANCES AFFECTING THE PROJECT INCLUDING BUT NOT LIMITED TO HOURS OF WORK, SAFETY, DUST MITIGATION. ETC. G. THE CONTRACTOR SHALL COORDINATE W/ THE CITY ON ALL WORK IN PUBLIC RIGHT-OF-WAY AREAS. H. VEHICULAR ACCE55 DRIVES MUST BE PROVIDED 4 MAINTAINED SERVICEABLE THROUGHOUT CONSTRUCTION. 1. THE CONTRACTOR SHALL COORDINATE 4 IMPLEMENT ALL SAFETY MEASURES REQUESTED 4 REQUIRED BY THE LOCAL FIRE MARSHAL. HEALTH DEPARTMENT, BUILDING OFFICIALS 4 OTHER GOVERNING AGENCIES. J. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS TO REMAIN FROM DAMAGE, DAMAGED ITEMS SHALL BE REPLACED, REPAIRED OR RESTORED BY THE CONTRACTOR. IF, IN THE OPINION OF THE CONTRACTOR, EXISTING IMPROVEMENTS TO REMAIN WILL BE DAMAGED OR REQUIRE REMOVAL, THE GENERAL CONTRACTOR SHALL IDENTIFY THESE TO THE OWNER PRIOR TO PROCEEDING W/ REMOVAL. Cit, 01 wheat Ria Qui/din 9 Di(,isc CONSTRUCTION REMODEL: ELLA, LLC DAYCARE 6320 W. 44th Avenue Wheat Ridge, CO 80033 OWNER Ms. Elena Raybun Thornton, Colorado ARCHITECT Rogue Architecture 4100 Wadsworth Blvd., Suite 300 Wheat Ridge, CO 80033 720.599.3311 Contact: Scott A. Boduch, AIA DATE: ISSUE: 06.01.2018 75% REVIEW SET 06.11.2018 ISSUED FOR CONSTRUCTION 4� 4100 1.4 Wadsworth Boulevard Suite 800 (� Wheat Ridge v CO 80088 720.599.8320-P 308.987.2304-X V 0Gur 00 CHALLENGING THE STATUS C+UO COD O D AR�� 06.11.2018 1../ DATE: 06.11.2018 DRAWN: ROGUE KED_ SAB ROG E PROJECT NO.: 2018.19 ARCHITECTURAL O SITE PLAN AS2.0 -E�-�� F - � .v F 2018 Rogue Architecture, Inc. EXISTING �_ GAS METER RETURN HANDRAIL s - 98 •9" TO WALL V ` NOTES: 1. ALL P05T5 SHALL BE OF ADEQUATE LENGTH TO MEET THE REOUIREMENT5 FOR ERECTION A5 5TATED IN THE WAN'UAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR 5TREET5 AND HIGHWAYS'. 2. ALL POST5 AND BRACKET5 5HALL BE GUT, BENT. AND HOLE5 PUNCHED AND DRILLED BEFORE GALVANIZING. WT11CH 5HALL BE IN CONFORMANCE WITH CURRENT A.5.T.M. 5PECIRCATION A 123 SIGN FACE: 1. LETTER5, 5YM13OL5 AND BDRDER5 5HALL BE REFLEL'TORIZED. 2. ALL LETTERING SMALL BE UPPER CA5E LETTERS OF THE TYPE APPROVED BY THE JOINT COMMITTEE ON NEW 0-0' It 1 UNIFORM TRAFFIC CONTROL DEVICE5. WOOD PLANK FENCE SYSTEM 3. ALL LETTER5 5HALL BE SERIES °C ALPHABET IN ACCORDANCE WITH THE'MANUAL ON UNIFORM TRAFFIC RESERVED CONTROL DEVICES'. UC_i 11/ NEW REINF. �-/ CONCRETE PAD 98'-7"* BACK PATIO DETAIL 53.ON SCALE: 1/2" - 1'-0" FPMMII 0 1- 2' 4' 18' 0 SIGNAGE DET SCALE: 3/8" =1'-0" U 1 FRONT ENTRY RAMP DETAIL 6jDENTRANCE 13.0 SCALE: 1/2"-1'-0" I A, O.D. ' HANDRAIL PAINTED G CORE DRIL P05T5 W/ HANDRAIL DETAIL 53.0 SCALE: 11/2" = 1'-0" 0 3" 6" 1' ELEV.99'-11�Y' - f�- - — PARKING RE r- 7 I : ALL SITE CONCRETE TO BE A STEEL PIPE ACCE551DLE RAIUNG - R7-8 R7 -8b WELDED AND GROUND SMOOTH. 12":IS" 11"z6" 30° X 48' AREA FAINTED 'DARK BRONZE' UNLE55 NOTED OTFIER�� CONCRETE OF REFUGE R7-5 4000 P51 NEW REINF. 5TANDARD STEEL 'DARK BRONZE' CONCRETE MOUNTING P05T STOOP K7 -bb (IF REDUIRED) UC_i 11/ NEW REINF. �-/ CONCRETE PAD 98'-7"* BACK PATIO DETAIL 53.ON SCALE: 1/2" - 1'-0" FPMMII 0 1- 2' 4' 18' 0 SIGNAGE DET SCALE: 3/8" =1'-0" U 1 FRONT ENTRY RAMP DETAIL 6jDENTRANCE 13.0 SCALE: 1/2"-1'-0" I A, O.D. ' HANDRAIL PAINTED G CORE DRIL P05T5 W/ HANDRAIL DETAIL 53.0 SCALE: 11/2" = 1'-0" 0 3" 6" 1' ELEV.99'-11�Y' - f�- - — FINISHED GRADE— -NEW I} O.D. I : ALL SITE CONCRETE TO BE A STEEL PIPE MINIMUM OF 4.000 P51. RAIUNG - 2. ALL STEEL PIPE JOINTS TO BE PAINTED - 5EE WELDED AND GROUND SMOOTH. DETAIL 4IA53.0 3. ALL EXPD5ED 5TEEL 5HALL BE NEW REINF. FAINTED 'DARK BRONZE' UNLE55 NOTED OTFIER�� CONCRETE STAIRS 4000 P51 98'-7" CONCRETE FOOTING UC_i 11/ NEW REINF. �-/ CONCRETE PAD 98'-7"* BACK PATIO DETAIL 53.ON SCALE: 1/2" - 1'-0" FPMMII 0 1- 2' 4' 18' 0 SIGNAGE DET SCALE: 3/8" =1'-0" U 1 FRONT ENTRY RAMP DETAIL 6jDENTRANCE 13.0 SCALE: 1/2"-1'-0" I A, O.D. ' HANDRAIL PAINTED G CORE DRIL P05T5 W/ HANDRAIL DETAIL 53.0 SCALE: 11/2" = 1'-0" 0 3" 6" 1' ELEV.99'-11�Y' - f�- - — O.D. BO RAILABOTTOM rcl� �O°e_o_e_e?e91 �Ie^a_e_e_e_e_e_a_e_e_e_e_e_e_e_e_e_ W_eee_e_e_o_e_e_e_e_eP� BO @ 3° MAX. AVE GRADE e o 0 0 0 o e o 0 0 0 0 o e o 0 0 0 o e o e e o e o e �t I I1 PROVIDE 12" DIA. CONCRETE I I I 1 1) 1 " 1 FOUNDATION OR ANCHOR TO I I y I I I CONCRETE PAVING TO MEET I I I I LOCAL WIND LODES I I I 1 - 1 1 I I I I 1 1 1 1 1 1 L 1 n METAL SCREEN ELEVATION 53.0 SCALE: 1/2"=11-011 EXIT DOOR IN THE BACKGROUND Y DOOR IN RAIL TO RETURN TO ENTR WALL THE BACKGROUND 12' MIN. REINFORCED LJ: --L' 6;1CONCRETE WALL - ,J SEE STRUCT. DWGS M SECTION THROUGH FRONT ENTRY STAIRS SCALE: 1/2"=11-011 i 4 a° DIA. N051NG - TYP. SIDEWALK OR PAVING COMPACT -ED FILL MATERIAL CONSTRUCTION REMODEL: ELLA, LLC DAYCARE 6320 W. 44th Avenue Wheat Ridge, CO 80033 OWNER Ms. Elena Raybun Thornton, Colorado ARCHITECT Rogue Architecture 4100 Wadsworth Blvd., Suite 300 Wheat Ridge, CO 80033 720.599.3311 Contact: Scott A. Boduch, AIA DATE: ISSUE: 06.01.2018 75% REVIEW SET 06.11.2018 ISSUED FOR CONSTRUCTION NOTE5: I : ALL SITE CONCRETE TO BE A MINIMUM OF 4.000 P51. IX-O.D. 5TEEL 2. ALL STEEL PIPE JOINTS TO BE WELDED AND GROUND SMOOTH. 3. ALL EXPD5ED 5TEEL 5HALL BE 1}' O.D. STEEL PIPE RNUNG / FAINTED 'DARK BRONZE' UNLE55 NOTED OTFIER�� P05T - TYPICAL DECORATIVE PERFORATED METAL PANEL5 - PAINTED 'DARK BRONZE' jF-1 I/2' O.D. TOP RAIL O.D. BO RAILABOTTOM rcl� �O°e_o_e_e?e91 �Ie^a_e_e_e_e_e_a_e_e_e_e_e_e_e_e_e_ W_eee_e_e_o_e_e_e_e_eP� BO @ 3° MAX. AVE GRADE e o 0 0 0 o e o 0 0 0 0 o e o 0 0 0 o e o e e o e o e �t I I1 PROVIDE 12" DIA. CONCRETE I I I 1 1) 1 " 1 FOUNDATION OR ANCHOR TO I I y I I I CONCRETE PAVING TO MEET I I I I LOCAL WIND LODES I I I 1 - 1 1 I I I I 1 1 1 1 1 1 L 1 n METAL SCREEN ELEVATION 53.0 SCALE: 1/2"=11-011 EXIT DOOR IN THE BACKGROUND Y DOOR IN RAIL TO RETURN TO ENTR WALL THE BACKGROUND 12' MIN. REINFORCED LJ: --L' 6;1CONCRETE WALL - ,J SEE STRUCT. DWGS M SECTION THROUGH FRONT ENTRY STAIRS SCALE: 1/2"=11-011 i 4 a° DIA. N051NG - TYP. SIDEWALK OR PAVING COMPACT -ED FILL MATERIAL CONSTRUCTION REMODEL: ELLA, LLC DAYCARE 6320 W. 44th Avenue Wheat Ridge, CO 80033 OWNER Ms. Elena Raybun Thornton, Colorado ARCHITECT Rogue Architecture 4100 Wadsworth Blvd., Suite 300 Wheat Ridge, CO 80033 720.599.3311 Contact: Scott A. Boduch, AIA DATE: ISSUE: 06.01.2018 75% REVIEW SET 06.11.2018 ISSUED FOR CONSTRUCTION t I IX-O.D. 5TEEL b O PIPE HANDRAIL 5YSTEM PAINTED 4100 - DARK BRONZE - 5EE DETAIL Wad.—th B"al--I Suite 300 CJ 4/A53.0. F't Wheat Ridge TOP LANDING _CO $0033 720-599- 333 _ INTERMEDIATE 303-987-23004-X D W K SIDE "• �r00 _ -�%, it r. 98'_7•'+. LE.Ll - 5'REINfORCED _ � 'F"'1 REINFORCED CONCRETE CONCRETE SLAB- SEE STRUCT. DWGS. ELEV. 98'-7•'+/- MFl � `�1+t Nur WALL -SEE STRUCT. / Ci DWGS. OA MATERIAL UNo R MRAMP CHALLENGING THE STATUS QUO IF-! SECTION THROUGH ENTRY RAMP coo c 53.0 sof SCALE: 1/2" - F-0"mi 0 1' 2- 4' r' FO -t 1,K' O.D. SEEL PIPE 2° I'- I' EDGE OF THE BUILDING .f HANDRAIL Ep S [` ARU NEW G' -O° H. WOOD PLANK FENCE SYSTEM 06.112018 D 06.11.2018 �y NEW REINF. CONCRETE ❑ `�' NEW REINF. CONC DRAWL{ ROGUE r11 STOOP T.O. FLOOR 5'-O" 3'-I" 5TOOP !`,{�T -'-�Ir EL 100'4" SLOP CHECKED: SAB rVF��L H T.O. STOOP DIA. NOSING - TYP. 4' fX15TING CONC E �; c +� EL. 99'-11"^ 7.0. STOOP EL.99'-11 3/,V •• '• j PATIO T.O. PATIO O k�CT N 2018.19 U EL 99'-4'H- :• N E GRADE -7 + --r T.O.SIOEWALKTE`IjETAILS EL 98'-1"+/- MF) - G 1 O EXISTING CONCRETEI U1�d111tj w PATIO SLaB DOWEL NEW STAIR INTO EXISTING 5IAB @ 12'0 C. - 5EE 5TRUCT. DWG5. t -J S3.01 W 3 BACK STAIR SECTION 9 SECTION THRU BACK PATIO SHEET: 3' SCALE: 1/2" = 1'-011 -53.0 SCALE: 1/2' = 1'-0",y�,�_ isaw- o r r 4' 0 r z' 4 © 2018 Rogue Architecture, Inc. X = 36" MIN IF Y = 60" CLEAR FLOOR �NOT_E..: DOORS MAY AL50 SWING OUTWARD AT X - 42' MIN IF Y = 54' MIN LEAR FLOOR _ SPACE W H ENDS. SUCH DOORS MUST HAVE 12- PULL SIDE —CLEAR FLOOR FLOOR PULL SIDE PACE z j APPROACH l- -, MINIMUM CLARENCE TO PU5H/5TR)KE IF THE DOOR r - CLEAR FLOOR PULL SIDE r -I ACE DIRECTION TYP z IS EQUIPPED WITH 00711 A LATCH AND A CLOSER v MIN DOOR HEIGHT J L I f I SPACE 41 K r---- 1 I �1 L I 6'-8' NOMINAL CIRCULAR O N -- (EXCEPT G'-6' @ 1 CLOSER OR STOP) TURNING SPACE I Q O I I 18' MIN 33 I r 1 I m'v MN W/CLOSER4 -- - MIN. Q N LATCH - - - - - - LATCH 51DE --- NOTE: PROVIDE CLEAR 32'MIN FRONT APPROACH- FRONTAPPROACH- NOTE: PROVIDE CLEAR FLOOR CLEAR OF, FLOOR SPACE (CF5) W/ SLIDING CIE FOLDING DOORS DOORWAYS WITHOUT DOORS SPACE (CFS) W/ 1:48 (2%) MAX 1:48 (2%) MAX SLOPE @ LATCH SIDE LATCH 51DE LATCH SIDE ALL DOOR OR GATES TYP. CLEAR FLOOR PUSH SIDE SLOPE @ ALL DOOR OR GATES TYP. H --II CLEAR FLOOR NOTE: PROVIDE CLEAR SPACE W '------�CUEAP FLOOR SPACE FLOORSPACE (Lf5)W/ (------- CLEAR FLOOR r 12' W/LOSERSPACE PUSH SIDE r -- -, I :48 (2%) MAX SLOPE@O "'AND LATCH ALL DOOR ORGATESM. SPACE o,�-----� z i I I IQmPlcqu /I- 22' 24 3 22' I r 3 I 24• I °J r—CLEAR FLOORSPACE MIN v W/OUT CLOSER AND 9MINLATCH TCH 51DE TCM SIDE LATCH SIDE ��,Tc,IDE NON -LATCH SIDE APPROACH- LATCH SIDE APPROACH- SIDEAPPAOACH- �LIDING OR FOLDING DOORS SLIDING OR FOLDING DOORS �r .1DOORWAYS WITHOUT DOORS DOORS/GATES IN SERIES HINGE SIDE APPROACH- LATCH SIDE APPROACH FRONT APPROACH - RE: CLEAR SPACE REQUIREMENTS FOR MIN DOOR OPENINGS WIDTHS SWINGINGDOORORGATE SWINGING DOOR OR=GATE SWINGING DOOR OR GATE RE: CLEAR SPACE REQUIREMENTS FOR INTERIOR SIGNAGE DOOR AND GATE CLEARANCES SCALE: 114"-1'4" NOTE: MAX. DOOR CLOSURE PRESSURES 2'-6' MIN I'-2' 2'_0' Y-4' MIN @ "X' - 2'-I' OR LE55 4" MAXIMUM PROJECTION *� KITCHEN AT r - 4 MAXTHAWHEN 5LB5........... INTERIOR INTO CLEAR WIDTH `` EITHER WALL �' - 4'-0' MAX WHEN'X' IS LE55 THAN I'-8' 5 L35....... FIRE RIOT COOT I _ �WAILLHED 2'-6' MIN COUNTER / I FIN15HED3'-8" MAX WHEN x' I'-8' TO 2'- I' FINISHED DOOR HARDWARE 1.0 LOCATED BETWEEN 34' AND 48' ABOVE FLOOR WHERE VISION LI.H15 ARE PROVIDED, AT LEAST ONE PANEL SHOULD EXTEND TO WITHIN 43' OF FLOOR BOTTOMD DOOR SURFACE �jF,%MIN. CLEAR SHOULD BE SMOOTH WIDTH DOOR MOUNTING HEIGHTS SCALE: 114-1-4 2 1/2' MAX - II 1/4' TO U2' 2 Ir 1/4' MAX NOTE: PROVIDE RAMP IF CHANGE IS OVER 1/2' IN HEIGHT ALLOWABLE CHANGE IN LEVEL T -SHAPE TURNING T -SHAPE PASSING SPACE W/ 1:48 (2%) - MAX TOTAL SLOPES N �Unp'bN'wd-� m an d- V O D IJ N �i,wut��m �zUwo Owj O ACCE5515LE-ROUTE WALKING SURFACE (OR WALL5) �MAX -MAX SIDE REACH OVER SIDEREACH O ,TRURION FORWARD REACH OVER OBSTRUCTION FORWARD REACH REACH RANGES SCALE: 114-- 1 -4)" 200' MAY BPWN TURNING SPACES 2'-1' MAX IF ACCESSIBLE 1 1- MIN 'MAX ROUTE 15 ¢ 5'-0" WOE (NONE B. MIN REQUIRED IF ACCESSIBLE OVER 5'-01) ELEMENT �MIND N�X�M N� TURNS MI ND.AN OBSTRUCTION rv� , MAXIMUM � SLOPE - 1 :48 (2%) NOTE: ONE (MIN) FULL UNOBSTRUCTED 51DE MUST ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ANOTHER CLEAR FLOOR SPACE MAXIMUM SLOPE = 1:48 (2%) 9. MAXIMUM L_4 L3 Q SURFACE SLOPE: 1:48 (2%)- 5-(r 2%) 5-0' To 15 1'-3" OR MORE 4IF D15 LESS THAN i'_3• WALL OR WAWNG p SURFACE —CLEAR FLOOR SPACE (FORWARD ACCESSIBLE " APPROACH) SIDE APPROACH IN ALCOVE 3'-0' ALCOVE 3'-0' IF D 15 2'-0' L��-t.� - J ? MIN. KNEE CLEARANCE I z nt OMOREMAX SLOPE - 1:20 S%) WITH MAX �/':� Im ? 2'-6' IF'- I' LE55 I:48 (2%) CRO55-SLOPE 4 STABLE, APPROACH FROMTHAN 2'-O'ERHER'ARM' OR WALL C WALKING 4.FIRM SLIP -RESISTANT SURFACE 5'-0' X 5'-O' p1 MIN. TOE CLEARANCEMAX TOTAL SLOPE@TRANSITION r-----'( PASSINGSPACE 'BASE'PERMDTEDSURFACE �b W/ 1:4B (2%7I CLEAR FLOOR TOTAL SLOPE MINIMUM @ACCESSIBLE ELEMENT C m w N V IS o N I I MIN SPACE (FORWARD KNEE 4 TOE CLEARANCE BELOW AN z U w w K I I MIN. ALLOWABLE IN CLEAR FLOOR SPACE OBSTRUCTION PERMITTED AT EITHER AN NOTE: KNEE 4 TOE CLEARANCE5 BELOW APPROACH) G 2-0 a 5 o Q I I UNDER ELEMENT OR @ TURNING SPACE 'ARM' OR AT THE 'EASE' BUT NOT AT BOTH) AN OBSTRUCTION ARE PERMI TED ACLE551[� B LEVEL g I L----- KNEE AND TOE CLEARANCES TSHAPED TURNING SPACE CIRCULAR TURNING SPACE FORWARD APPROACHING ALCOVE h1AX SLOPE OF WALKING SURFACE r ACCESSIBLE ROUTE PAS! E -III Y ACCESSIBLE ROUTE REQUIREMENTS CLEAR SPACE REQUIREMENTS SCALE: 1/4" - I' SCALE: IH" -1'-0" m 250M MIN @ANY POINT I/2' MIN CONTINUOUS RAMP PROVIDE UNIFORM RISERS HANDRAILS - EXTEND BEYOND HEIGHTS 4 TREAD WIDTH5 7 3'-O' MIN CLEAR WIDTH CLEAR ALL IF ADJ GRADE 15 4' OR MORE BELOW AND IN THE SAME DIRECTION THROUGHOUT STAIR RUN TYP �� AROUND CONTINUOUS STAIR U • TO OTHER RAILING RAMP OR LANDING SURFACE -PROVIDE OF RAMP RUNS EXCEPT AT gCCE5516LE WALKING SURFACE HANDRAILS -EXTEND I 1/4' MIN TO 2' MAX ROUND MIN 2' HIGH CURB, WALL. RAIUNG OR CONTINUOUS HANDRAILS ON W/ MAX SLOPE 1:46 (2%) MAX -� BEYOND AND IN THE SAME DIAMETER OR 4' MIN TO 4.8" OTHER PROJECTING SURFACE - P-0' MIN THE IN51DE TURN Of RAMPS, MIN DIRECTION OF STAIR MAX PERIMETER DIMENSIONS C TOP OF W/ MAX 2' WIDTH OR HEIGHT (IF ACCESSIBLE WALKING SURFACE W/ (TOP t BOTTOM) p OR AT AISLES SERVING MAX TREAD T11 WIDTH = 1 1 • FLIGHTS EXCEPT AT N MAX PRIMARY SLOPE I :12 (8.33%) a w SEATING FOR ACCE55 TO TREAD DEPTH IM GRIPPING SURFACE NOT ROUND) i i SEATS AND FOR CROSSOVERS + 1'-O' MIN IN CONTINUOUS HANDRAILS m I U t CRO55-5LOPE I :48 (2%) MAX WITHIN THE AISLE. RETURN END ST THE INSIDE TURN OF _ O PROVIDE SMOOTH SURFACE OF HANDRAIL TO WALL, FLOOR NOSINGS: 112 INCH MAX RADIUS STAIRS, OR AT AISLES FREE Of SHARP OF ABRSIVE A��LEADING EDGE, WITH 112' SERVING SEATING FOR ACCESSIBLE WALKING GUARD, OR EXTEND TO THE ACCESS TO SEATS AND n A, ELEMENTS WHH ALL EDGES 1'-O' MI MAY PROJECDTION -PROVIDE SURFACE W/ PRIMARY t NEXT ADI RAMP HANDRAIL SLOPED RISER OR STRAIGHT WITH URN n FOR CROSSOVERS WHERE 3 p LL SMOOTH t ROUNDED CRO55 SLOPE TOTAL = TO PO5T "' TryE HANDRAILS ARE i ANCHOR 50 RAIUNG DOES NOT I :48 (2%) MAX UNDERSIDE OF NOSING AT TOP - ROTATE WITHIN FITTING ANGLED 60 DEGREES OR MORE DISOV DEIACCESST O _ FROM HORIZONTAL WITH SMOOTH z ul SEATING WITHIN THE AISLE. U u c RETURN UNDERSIDE FINISH (NOT ABRUPT) RETURN ENDS OF HANDRAIL :n z ROUNDED EDGE BRACKETS OR TO P05T PROVIDE'CL05ED RI5ER5' TYF < O o �'� I I N TO FLOOR WALL, GUARD, U BAULSTERS AT HANDRAIL TO RISERS NOT PERMITTED) as O y g - ( BOTTOM NOT OBSTRUCTING OR TO THE NEXT ADJ STAIR a K i 1, OVER 20% OF RAILING LENGTH HANDRAIL z N p NOTE: a K 5'-O" MIN O MAX @ I . 12 MAX SLOPE - 40 MAX @ : 16 MAY SLOPE 5'-0' MIN a' > PP VIDE HANDRAIL5 AT BOTH SIDES OF STAIRS OR RAMPS (EXCEPT IF RAMP IS 3'-O' MIN WIDTH BETWEEN HANDRAILS (CLEAR) NOTE: LE55 THAN G' VERTICAL RISE OR G' -O` HORIZONTAL RUN) PROVIDE CONTINUOUS '� i b Om ACCESSIBLE WALKING SURFACE CONSTRUCT EXTERIOR STAIRS t APPROACHES t LANDINGS 50 HANDRAILS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN AND RAMP LANDING (REQUIRED @ TOP 4 BOTTOM). MN WIDTH OF a ry ¢ W/ PRIMARY 4 CROSS SLOPE THAT WATER CANNOT ACCUMULATE ON WALKING SURFACES ON THE INSIDE OF SWITCHBACK OR DOGLEG RAMPS ER STAIRS BETWEEN (? w RAMP OR 5'-D" X ES WITH E CHANGE OF DIRECTION. NOTE: TOTAL - 1:48 (2%) MAX s FLIGHTS OR RUNS (EXCEPT AT HANDRAILS IN AISLES SERVING SEATING) N d DOOR CLEARANCES MAY OVERLAP LANDING RAMP & STAIR HANDRAILS (INTERIOR OR EXTERIOR) ACCESSIBLE RA!NIPS (INTERIOR OR EXTERIOR) ACCESSIBLE STAIRS (INTERIOR OR EXTERIOR) ACCESSIBLE STAIRS / RAMPS & HANDRAIL DETAILS SCALE: i/4" -I—' ACCESSIBILITY NOTES THE INFORMATION ON THESE ACCESSIBILITY DRAWINGS 15 PROVIDED AS A GUIDE TO THE CONTRACTOR 4 TO ANY OTHER ENTITIES INSTALLING BUILDING EQUIPMENT OR FUTURES. THESE DKAWMG5 ARE ABBREVIATED 4 DO NOT INDICATE ALL CONDITIONS THAT MAY BE ENCOUNTERED 4 THEY DO NOT INCLUDE ALL REQUIREMENTS OF EITHER THE ADA OR THE 2003 ANSI A117.1 ACCESSIBILITY STANDARDS IN THEIR ENTIRETY. THE AMERICANS W/ D15A5LTIE5 ACT (ADA) 15 A CIVIL-RIGHTS LAW (NOT A BUILDING CODE) 4 15 THEREFORE NOT NECESSARILY ENFORCEABLE BY AUTHORITIES HAVING JURISDICTION. THE ACCF551BILDY REQUIREMENTS OF THE ANSI Al 17.1 ACCESSIBILITY STANDARDS ARE TYPICALLY REQUIRED THROUGH THE BUILDING CODE. COMPLY W/ REQUIREMENTS OF THE AMERICANS W/ DISABILITIES ACT (ADA) EVEN IF NOT REQUIRED BY BUILDING CODES, REGULATIONS OR ORDINANCES (ADA 15 A FEDERAL LAW). 4 AS INDICATED ON THESE DRAWINGS: ACCESSIBLE ROUTE: PROVIDE AN ACCESSIBLE ROUTE CONNECTING ALL ACCESSIBLE SPACES 4 ELEMENTS. INCLUDING WALKING SURFACES. RAMPS 4 CURB -RAMPS (EXCLUDING THE FLARED SIDES). DOORS t DODRWAY5, AND/OR ELEVATORS 4 PLATFORM LIFTS. AN ACCF551BLE ROUTE MAY BE LOCATED AT EXTERIOR WALKS, AISLES, HALLS, CORRIDORS. SKYWALK5 OR TUNNELS ACCESSIBLE WALKING SURFACES: PROVIDE STABLE, FIRM, 4 SLIP -RESISTANT SURFACE FINISHES W/ SURFACE OPENINGS (GRATINGS) NOT TO PERMIT PASSAGE OF A 1 /2' DIAMETER SPHERE - W/ LONGEST DIMENSION PERPENDICULAR TO DIRECTION OF TRAVEL MINIMUM WHEELCHAIR TURNING SPACE CAN INCLUDE ALLOWABLE FIXTURE KNEE 4 TOE CLEARANCES UNO. DOOR SWINGS ARE PERMITTED TO OVERLAP TURNING SPACE UNO. ACCESSIBLE BUILDING ENTRANCES: PROVIDE 60% (MIN) OF ALL PUBLIC BUILDING ENTRANCES (EXCLUDING TH05E FOR LOADING OR SERVICE USE) ACCE551BLE FROM: ACCESSIBLE PARKING, A PU15UC TRANSPORTATION SOP, OR FROM A PASSENGER LOADING ZONE (AS APPLICABLE) W/OUT STEPS OR ABRUPT CHANGES IN LEVEL. PROVIDE ONE 0 - MIN) ACCE551BLE BUILDING ENTRANCE AT THE GROUND FLOOR LEVEL 4 ONE ( I - MIN) ACCESSIBLE ENTRANCE TO EACH PROPOSED TENANT SPACE IN A MULTIPLE -TENANT BUILDING. PROVIDE ACCESSIBLE ENTRANCE AT SERVICE OR LOADING ENTRIES (NOT INTENDED FOR ENTRANCE BY THE PUBLIC) IF THAT 15 THE ONLY ENTRANCE TO A SPACE OR BUILDING. MULTI-LEVEL BUILDINGS: PROVIDE ONE (I - MIN) ACCESSIBLE ROUTE (INCLUDING AN ELEVATOR TO CONN ELT EACH BUILDING LEVEL ABOVE OR BELOW ACCE5515LE LEVELS INCLUDING MEZZANINES) UNLESS THE FLOOR -AREA 15 LESS THAN 3.000 5F 4 DOES NOT INCLUDE FIVE (5) OR MORE MULTIPLE MERCANTILE (GROUP M) TENANTS. OR THE OFFICES OF HEALTH CARE PROVIDERS. OPERABLE PARTS: ACCESSIBLE OPERABLE PARTS INCLUDE CONTROLS 4 OPERATING MECHANISMS (DOOR HARDWARE, WINDOW OPERATORS, DISPENSERS, LIGHT 5WTTCME5, LA CONVENIENCE OUTLETS. THERMOSTATS, ARM CONTROLS, 4 SIMILAR ELEMENTS), PROVIDE AN ACCESSIBLE CLEAR -FLOOR SPACE AT ALL OPERATIONAL PARTS OPERATION: BY U5E OF ONE (1) HAND RIA SINGLE EFFORT W/OUT TIGHT GRASPING, PINCHING, OR TWISTING OF THE WR15T - W/ FIVE SO) POUNDS MAXIMUM OPERATIONAL FORCE. COMPLY W/ ALLOWABLE REACH RANGES FOR HEIGHT OF OPERABLE PARTS. ACCESSIBLE DOOR & GATE REQUIREMENTS: REVOLVING DOORS OR GATES ARE NOT ACCESSIBLE. 5ECURJTY 4 MAINTENANCE DOORS (INCLUDING SERVICE -ACCESS DOORS) DO NOT NEED TO COMPLY W/ ACCESSIBILITY REQUIREMENTS. DOUBLE -LEAF DOORS OR GATES: ONLY ONE LEAF (MIN) MUST COMPLY W/ ACCESSIBILITY REQUIREMENTS RECESSED DOORS: PROVIDE FORWARD APPROACH CLEARANCE W/ ANY OBSTRUCTION WN 18 INCH OF LATCH SIDE OF DOORWAY PROJECTING MORE THAN 8 INCHES BEYOND THE FACE OF DOOR MEASURED PERPENDICULAR TO FACE OF DOOR DOOR SURFACES: PROVIDE SMOOTH SURFACE WIN TEN (1 O) INCH AFF ON PUSH -SIDE EXTENDING FULL WIDTH W/ MAX 1/16 INCH BETWEEN SURFACE PLANE 4 ANY PARTS (KJCKPLATE). CAP CAVITIES FORMED BY KICKPLATE5 EXCEPT AT SLIDING DOOR5, TEMPERED GLASS DOORS W/OUT SIDE STILES W/ A BOTTOM RAIL W/ ITS TOP EDGE SLOPED 60 DEGREES FROM HORIZONTAL OR MORE, OR AT DOORS NOT EXTENDING TO 10 INCHES AFF SIDEITES OR VISION UTE5: AT DOORS 4 SIDELITES ADJACENT TO DOORS W/ ONE OR MORE GLAZING PANELS PERMITTING VIEWING, PROVIDE BOTTOM EDGE OF AT LEAST ONE PANEL ON EITHER THE DOOR OR THE ADJACENT SIDELTE AT 43 INCHES MAXIMUM AFF, EXCEPT AT VISION LITE5 (ONLY) W/ THE LOWEST PART MORE THAN GG INCHES AFF. ACCESSIBLE DOOR & GATE HARDWARE: PROVIDE ACCE551BLE HARDWARE W/ AN EA5Y-TO-GRA5P SHAPE COMPLYING W/ OPERABLE PARTS REQUIREMENTS (LEVERS PUSFOPULL5, OR PANIC DEVICES ARE ACCEPTABLE), MOUNTED BETWEEN 2'-10' 4 4'-0' AFF, W/ MAX PROJECTION (INTO REQUIRED MIN CLEARANCES) OF 4 INCH BTWN 34 - 80 INCH AFF SLIDING DOOR/GATE HARDWARE: OPERABLE PARTS MUST BE EXPOSED 4 USABLE FROM BOTH SIDES WHEN DOOR 15 FULLY OPEN DOOR/GATE CLOSERS: ADJUST UNITS TO PROVIDE FIVE (5) SECOND (MIN) TIME TO MOVE DOOR/GATE FROM 90 -DEGREE OPEN -POSITION TO 12 -DEGREE OPEN -POSITION. DOOR/GATE SPRING -HINGES: ADJUST TO PROVIDE I -1/2 SECOND MINIMUM TIME TO MOVE DOOR/GATE FROM 70 -DEGREE OPEN-PO51TION TO CLOSED -POSITION OPENING -FORCE OF CLOSERS OR 5PPJNG-HINGE5: 5.0 LBS MAX @ INTERIOR HINGED, SLIDING OR FOLDING DOORS OR GATES (NOT APPUCABLE TO LATCH -BOLT RETRACTION FORCE 4 NOT APPLICABLE TO OPENING FORCE AT FIRE -DOORS - TO BE AS REDD BY AIH) City of Wheat R,; ciw- CONSTRUCTION REMODEL: ELLA, LLC DAYCARE 6320 W. 44th Avenue Wheat Ridge, CO 80033 OWNER Ms. Elena Raybun Thornton, Colorado ARCHITECT Rogue Architecture 4100 Wadsworth Blvd., Suite 300 Wheat Ridge, CO 80033 720.599.3311 Contact: Scott A. Boduch, AIA DATE: ISSUE: 06.01.2018 75% REVIEW SET 06.11.2018 ISSUED FOR CONSTRUCTION tt-1 4100 Wadsworth Boulevard Suite 300 (...yWheat Ridge v CO 80033 720.599.3330-P 303.987.2304 -X V 00 ' ®Q V r CD q CHALLENGING THE STATUS QUO P1 CO o Z O cySfD ARCA U 06.11.2018 DATE: 06.11.2018 �{ DRAWN: ROGUE CHECKED: SAB O ROGUE PROJECT NO.: 2018.19 U STANDARD ACCESSIBILITY CODG3.0 EE REQUIREMENTS SHEET: T� � � V1 © 2018 Rogue Architecture, Inc. H ///,,,�+ 2'-0' MIN @ b �_ DDDR PENINGSOROBSTRUCTIONS4'-O" VARM MIN JROUTE ,I' MAX IlyMN EACH M M1IIN ISI GLEAR�ZVTDTHASE OF T FOR SIR. EELCHAIR 200' MAY BPWN TURNING SPACES 2'-1' MAX IF ACCESSIBLE 1 1- MIN 'MAX ROUTE 15 ¢ 5'-0" WOE (NONE B. MIN REQUIRED IF ACCESSIBLE OVER 5'-01) ELEMENT �MIND N�X�M N� TURNS MI ND.AN OBSTRUCTION rv� , MAXIMUM � SLOPE - 1 :48 (2%) NOTE: ONE (MIN) FULL UNOBSTRUCTED 51DE MUST ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE OR ANOTHER CLEAR FLOOR SPACE MAXIMUM SLOPE = 1:48 (2%) 9. MAXIMUM L_4 L3 Q SURFACE SLOPE: 1:48 (2%)- 5-(r 2%) 5-0' To 15 1'-3" OR MORE 4IF D15 LESS THAN i'_3• WALL OR WAWNG p SURFACE —CLEAR FLOOR SPACE (FORWARD ACCESSIBLE " APPROACH) SIDE APPROACH IN ALCOVE 3'-0' ALCOVE 3'-0' IF D 15 2'-0' L��-t.� - J ? MIN. KNEE CLEARANCE I z nt OMOREMAX SLOPE - 1:20 S%) WITH MAX �/':� Im ? 2'-6' IF'- I' LE55 I:48 (2%) CRO55-SLOPE 4 STABLE, APPROACH FROMTHAN 2'-O'ERHER'ARM' OR WALL C WALKING 4.FIRM SLIP -RESISTANT SURFACE 5'-0' X 5'-O' p1 MIN. TOE CLEARANCEMAX TOTAL SLOPE@TRANSITION r-----'( PASSINGSPACE 'BASE'PERMDTEDSURFACE �b W/ 1:4B (2%7I CLEAR FLOOR TOTAL SLOPE MINIMUM @ACCESSIBLE ELEMENT C m w N V IS o N I I MIN SPACE (FORWARD KNEE 4 TOE CLEARANCE BELOW AN z U w w K I I MIN. ALLOWABLE IN CLEAR FLOOR SPACE OBSTRUCTION PERMITTED AT EITHER AN NOTE: KNEE 4 TOE CLEARANCE5 BELOW APPROACH) G 2-0 a 5 o Q I I UNDER ELEMENT OR @ TURNING SPACE 'ARM' OR AT THE 'EASE' BUT NOT AT BOTH) AN OBSTRUCTION ARE PERMI TED ACLE551[� B LEVEL g I L----- KNEE AND TOE CLEARANCES TSHAPED TURNING SPACE CIRCULAR TURNING SPACE FORWARD APPROACHING ALCOVE h1AX SLOPE OF WALKING SURFACE r ACCESSIBLE ROUTE PAS! E -III Y ACCESSIBLE ROUTE REQUIREMENTS CLEAR SPACE REQUIREMENTS SCALE: 1/4" - I' SCALE: IH" -1'-0" m 250M MIN @ANY POINT I/2' MIN CONTINUOUS RAMP PROVIDE UNIFORM RISERS HANDRAILS - EXTEND BEYOND HEIGHTS 4 TREAD WIDTH5 7 3'-O' MIN CLEAR WIDTH CLEAR ALL IF ADJ GRADE 15 4' OR MORE BELOW AND IN THE SAME DIRECTION THROUGHOUT STAIR RUN TYP �� AROUND CONTINUOUS STAIR U • TO OTHER RAILING RAMP OR LANDING SURFACE -PROVIDE OF RAMP RUNS EXCEPT AT gCCE5516LE WALKING SURFACE HANDRAILS -EXTEND I 1/4' MIN TO 2' MAX ROUND MIN 2' HIGH CURB, WALL. RAIUNG OR CONTINUOUS HANDRAILS ON W/ MAX SLOPE 1:46 (2%) MAX -� BEYOND AND IN THE SAME DIAMETER OR 4' MIN TO 4.8" OTHER PROJECTING SURFACE - P-0' MIN THE IN51DE TURN Of RAMPS, MIN DIRECTION OF STAIR MAX PERIMETER DIMENSIONS C TOP OF W/ MAX 2' WIDTH OR HEIGHT (IF ACCESSIBLE WALKING SURFACE W/ (TOP t BOTTOM) p OR AT AISLES SERVING MAX TREAD T11 WIDTH = 1 1 • FLIGHTS EXCEPT AT N MAX PRIMARY SLOPE I :12 (8.33%) a w SEATING FOR ACCE55 TO TREAD DEPTH IM GRIPPING SURFACE NOT ROUND) i i SEATS AND FOR CROSSOVERS + 1'-O' MIN IN CONTINUOUS HANDRAILS m I U t CRO55-5LOPE I :48 (2%) MAX WITHIN THE AISLE. RETURN END ST THE INSIDE TURN OF _ O PROVIDE SMOOTH SURFACE OF HANDRAIL TO WALL, FLOOR NOSINGS: 112 INCH MAX RADIUS STAIRS, OR AT AISLES FREE Of SHARP OF ABRSIVE A��LEADING EDGE, WITH 112' SERVING SEATING FOR ACCESSIBLE WALKING GUARD, OR EXTEND TO THE ACCESS TO SEATS AND n A, ELEMENTS WHH ALL EDGES 1'-O' MI MAY PROJECDTION -PROVIDE SURFACE W/ PRIMARY t NEXT ADI RAMP HANDRAIL SLOPED RISER OR STRAIGHT WITH URN n FOR CROSSOVERS WHERE 3 p LL SMOOTH t ROUNDED CRO55 SLOPE TOTAL = TO PO5T "' TryE HANDRAILS ARE i ANCHOR 50 RAIUNG DOES NOT I :48 (2%) MAX UNDERSIDE OF NOSING AT TOP - ROTATE WITHIN FITTING ANGLED 60 DEGREES OR MORE DISOV DEIACCESST O _ FROM HORIZONTAL WITH SMOOTH z ul SEATING WITHIN THE AISLE. U u c RETURN UNDERSIDE FINISH (NOT ABRUPT) RETURN ENDS OF HANDRAIL :n z ROUNDED EDGE BRACKETS OR TO P05T PROVIDE'CL05ED RI5ER5' TYF < O o �'� I I N TO FLOOR WALL, GUARD, U BAULSTERS AT HANDRAIL TO RISERS NOT PERMITTED) as O y g - ( BOTTOM NOT OBSTRUCTING OR TO THE NEXT ADJ STAIR a K i 1, OVER 20% OF RAILING LENGTH HANDRAIL z N p NOTE: a K 5'-O" MIN O MAX @ I . 12 MAX SLOPE - 40 MAX @ : 16 MAY SLOPE 5'-0' MIN a' > PP VIDE HANDRAIL5 AT BOTH SIDES OF STAIRS OR RAMPS (EXCEPT IF RAMP IS 3'-O' MIN WIDTH BETWEEN HANDRAILS (CLEAR) NOTE: LE55 THAN G' VERTICAL RISE OR G' -O` HORIZONTAL RUN) PROVIDE CONTINUOUS '� i b Om ACCESSIBLE WALKING SURFACE CONSTRUCT EXTERIOR STAIRS t APPROACHES t LANDINGS 50 HANDRAILS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN AND RAMP LANDING (REQUIRED @ TOP 4 BOTTOM). MN WIDTH OF a ry ¢ W/ PRIMARY 4 CROSS SLOPE THAT WATER CANNOT ACCUMULATE ON WALKING SURFACES ON THE INSIDE OF SWITCHBACK OR DOGLEG RAMPS ER STAIRS BETWEEN (? w RAMP OR 5'-D" X ES WITH E CHANGE OF DIRECTION. NOTE: TOTAL - 1:48 (2%) MAX s FLIGHTS OR RUNS (EXCEPT AT HANDRAILS IN AISLES SERVING SEATING) N d DOOR CLEARANCES MAY OVERLAP LANDING RAMP & STAIR HANDRAILS (INTERIOR OR EXTERIOR) ACCESSIBLE RA!NIPS (INTERIOR OR EXTERIOR) ACCESSIBLE STAIRS (INTERIOR OR EXTERIOR) ACCESSIBLE STAIRS / RAMPS & HANDRAIL DETAILS SCALE: i/4" -I—' ACCESSIBILITY NOTES THE INFORMATION ON THESE ACCESSIBILITY DRAWINGS 15 PROVIDED AS A GUIDE TO THE CONTRACTOR 4 TO ANY OTHER ENTITIES INSTALLING BUILDING EQUIPMENT OR FUTURES. THESE DKAWMG5 ARE ABBREVIATED 4 DO NOT INDICATE ALL CONDITIONS THAT MAY BE ENCOUNTERED 4 THEY DO NOT INCLUDE ALL REQUIREMENTS OF EITHER THE ADA OR THE 2003 ANSI A117.1 ACCESSIBILITY STANDARDS IN THEIR ENTIRETY. THE AMERICANS W/ D15A5LTIE5 ACT (ADA) 15 A CIVIL-RIGHTS LAW (NOT A BUILDING CODE) 4 15 THEREFORE NOT NECESSARILY ENFORCEABLE BY AUTHORITIES HAVING JURISDICTION. THE ACCF551BILDY REQUIREMENTS OF THE ANSI Al 17.1 ACCESSIBILITY STANDARDS ARE TYPICALLY REQUIRED THROUGH THE BUILDING CODE. COMPLY W/ REQUIREMENTS OF THE AMERICANS W/ DISABILITIES ACT (ADA) EVEN IF NOT REQUIRED BY BUILDING CODES, REGULATIONS OR ORDINANCES (ADA 15 A FEDERAL LAW). 4 AS INDICATED ON THESE DRAWINGS: ACCESSIBLE ROUTE: PROVIDE AN ACCESSIBLE ROUTE CONNECTING ALL ACCESSIBLE SPACES 4 ELEMENTS. INCLUDING WALKING SURFACES. RAMPS 4 CURB -RAMPS (EXCLUDING THE FLARED SIDES). DOORS t DODRWAY5, AND/OR ELEVATORS 4 PLATFORM LIFTS. AN ACCF551BLE ROUTE MAY BE LOCATED AT EXTERIOR WALKS, AISLES, HALLS, CORRIDORS. SKYWALK5 OR TUNNELS ACCESSIBLE WALKING SURFACES: PROVIDE STABLE, FIRM, 4 SLIP -RESISTANT SURFACE FINISHES W/ SURFACE OPENINGS (GRATINGS) NOT TO PERMIT PASSAGE OF A 1 /2' DIAMETER SPHERE - W/ LONGEST DIMENSION PERPENDICULAR TO DIRECTION OF TRAVEL MINIMUM WHEELCHAIR TURNING SPACE CAN INCLUDE ALLOWABLE FIXTURE KNEE 4 TOE CLEARANCES UNO. DOOR SWINGS ARE PERMITTED TO OVERLAP TURNING SPACE UNO. ACCESSIBLE BUILDING ENTRANCES: PROVIDE 60% (MIN) OF ALL PUBLIC BUILDING ENTRANCES (EXCLUDING TH05E FOR LOADING OR SERVICE USE) ACCE551BLE FROM: ACCESSIBLE PARKING, A PU15UC TRANSPORTATION SOP, OR FROM A PASSENGER LOADING ZONE (AS APPLICABLE) W/OUT STEPS OR ABRUPT CHANGES IN LEVEL. PROVIDE ONE 0 - MIN) ACCE551BLE BUILDING ENTRANCE AT THE GROUND FLOOR LEVEL 4 ONE ( I - MIN) ACCESSIBLE ENTRANCE TO EACH PROPOSED TENANT SPACE IN A MULTIPLE -TENANT BUILDING. PROVIDE ACCESSIBLE ENTRANCE AT SERVICE OR LOADING ENTRIES (NOT INTENDED FOR ENTRANCE BY THE PUBLIC) IF THAT 15 THE ONLY ENTRANCE TO A SPACE OR BUILDING. MULTI-LEVEL BUILDINGS: PROVIDE ONE (I - MIN) ACCESSIBLE ROUTE (INCLUDING AN ELEVATOR TO CONN ELT EACH BUILDING LEVEL ABOVE OR BELOW ACCE5515LE LEVELS INCLUDING MEZZANINES) UNLESS THE FLOOR -AREA 15 LESS THAN 3.000 5F 4 DOES NOT INCLUDE FIVE (5) OR MORE MULTIPLE MERCANTILE (GROUP M) TENANTS. OR THE OFFICES OF HEALTH CARE PROVIDERS. OPERABLE PARTS: ACCESSIBLE OPERABLE PARTS INCLUDE CONTROLS 4 OPERATING MECHANISMS (DOOR HARDWARE, WINDOW OPERATORS, DISPENSERS, LIGHT 5WTTCME5, LA CONVENIENCE OUTLETS. THERMOSTATS, ARM CONTROLS, 4 SIMILAR ELEMENTS), PROVIDE AN ACCESSIBLE CLEAR -FLOOR SPACE AT ALL OPERATIONAL PARTS OPERATION: BY U5E OF ONE (1) HAND RIA SINGLE EFFORT W/OUT TIGHT GRASPING, PINCHING, OR TWISTING OF THE WR15T - W/ FIVE SO) POUNDS MAXIMUM OPERATIONAL FORCE. COMPLY W/ ALLOWABLE REACH RANGES FOR HEIGHT OF OPERABLE PARTS. ACCESSIBLE DOOR & GATE REQUIREMENTS: REVOLVING DOORS OR GATES ARE NOT ACCESSIBLE. 5ECURJTY 4 MAINTENANCE DOORS (INCLUDING SERVICE -ACCESS DOORS) DO NOT NEED TO COMPLY W/ ACCESSIBILITY REQUIREMENTS. DOUBLE -LEAF DOORS OR GATES: ONLY ONE LEAF (MIN) MUST COMPLY W/ ACCESSIBILITY REQUIREMENTS RECESSED DOORS: PROVIDE FORWARD APPROACH CLEARANCE W/ ANY OBSTRUCTION WN 18 INCH OF LATCH SIDE OF DOORWAY PROJECTING MORE THAN 8 INCHES BEYOND THE FACE OF DOOR MEASURED PERPENDICULAR TO FACE OF DOOR DOOR SURFACES: PROVIDE SMOOTH SURFACE WIN TEN (1 O) INCH AFF ON PUSH -SIDE EXTENDING FULL WIDTH W/ MAX 1/16 INCH BETWEEN SURFACE PLANE 4 ANY PARTS (KJCKPLATE). CAP CAVITIES FORMED BY KICKPLATE5 EXCEPT AT SLIDING DOOR5, TEMPERED GLASS DOORS W/OUT SIDE STILES W/ A BOTTOM RAIL W/ ITS TOP EDGE SLOPED 60 DEGREES FROM HORIZONTAL OR MORE, OR AT DOORS NOT EXTENDING TO 10 INCHES AFF SIDEITES OR VISION UTE5: AT DOORS 4 SIDELITES ADJACENT TO DOORS W/ ONE OR MORE GLAZING PANELS PERMITTING VIEWING, PROVIDE BOTTOM EDGE OF AT LEAST ONE PANEL ON EITHER THE DOOR OR THE ADJACENT SIDELTE AT 43 INCHES MAXIMUM AFF, EXCEPT AT VISION LITE5 (ONLY) W/ THE LOWEST PART MORE THAN GG INCHES AFF. ACCESSIBLE DOOR & GATE HARDWARE: PROVIDE ACCE551BLE HARDWARE W/ AN EA5Y-TO-GRA5P SHAPE COMPLYING W/ OPERABLE PARTS REQUIREMENTS (LEVERS PUSFOPULL5, OR PANIC DEVICES ARE ACCEPTABLE), MOUNTED BETWEEN 2'-10' 4 4'-0' AFF, W/ MAX PROJECTION (INTO REQUIRED MIN CLEARANCES) OF 4 INCH BTWN 34 - 80 INCH AFF SLIDING DOOR/GATE HARDWARE: OPERABLE PARTS MUST BE EXPOSED 4 USABLE FROM BOTH SIDES WHEN DOOR 15 FULLY OPEN DOOR/GATE CLOSERS: ADJUST UNITS TO PROVIDE FIVE (5) SECOND (MIN) TIME TO MOVE DOOR/GATE FROM 90 -DEGREE OPEN -POSITION TO 12 -DEGREE OPEN -POSITION. DOOR/GATE SPRING -HINGES: ADJUST TO PROVIDE I -1/2 SECOND MINIMUM TIME TO MOVE DOOR/GATE FROM 70 -DEGREE OPEN-PO51TION TO CLOSED -POSITION OPENING -FORCE OF CLOSERS OR 5PPJNG-HINGE5: 5.0 LBS MAX @ INTERIOR HINGED, SLIDING OR FOLDING DOORS OR GATES (NOT APPUCABLE TO LATCH -BOLT RETRACTION FORCE 4 NOT APPLICABLE TO OPENING FORCE AT FIRE -DOORS - TO BE AS REDD BY AIH) City of Wheat R,; ciw- CONSTRUCTION REMODEL: ELLA, LLC DAYCARE 6320 W. 44th Avenue Wheat Ridge, CO 80033 OWNER Ms. Elena Raybun Thornton, Colorado ARCHITECT Rogue Architecture 4100 Wadsworth Blvd., Suite 300 Wheat Ridge, CO 80033 720.599.3311 Contact: Scott A. Boduch, AIA DATE: ISSUE: 06.01.2018 75% REVIEW SET 06.11.2018 ISSUED FOR CONSTRUCTION tt-1 4100 Wadsworth Boulevard Suite 300 (...yWheat Ridge v CO 80033 720.599.3330-P 303.987.2304 -X V 00 ' ®Q V r CD q CHALLENGING THE STATUS QUO P1 CO o Z O cySfD ARCA U 06.11.2018 DATE: 06.11.2018 �{ DRAWN: ROGUE CHECKED: SAB O ROGUE PROJECT NO.: 2018.19 U STANDARD ACCESSIBILITY CODG3.0 EE REQUIREMENTS SHEET: T� � � V1 © 2018 Rogue Architecture, Inc. H GENERAL STRUCTURAL NOTES: 1. THE FOLLOWING SPEDRICATWNS ARE AN OUTLINE OF MINIMUM MATERIAL REQUIREMENTS AND THEM APPUCATON. MANUFACTURER SPECIFICATION AND LOCAL CODE REOUIRDAEM5, WHEN IN EXCESS OF MINIMUM TION, SMALL CONTROL. R IE THE CONTRACTOR'S RESPONSIBILITY TO REVIEW AND SUBMIT ALL SHOP DRAWINGS AND REPORT ALL DOCUMENT DISCREPANCSi TO THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR ERECTION. 2 AT COIKTRUCTON ISS1E TlESE ORAMNCS REPRESENT STRUCTURAL COMPONENTS IN THEN FDMAL AND FMIISIED STATE a:OtS71NCTON PROCEDURES, METHODS, SAFETY PRECAUTIONS OR MECHANICAL REOUIREME(TS USED TO ERECT THEM ARE THE SOLE RESPO SIBLm OF THE GENERAL CONTRACTOR OR SUBCONTRACTOR GONG THE WORK. ADDITIONALLY. P6PECTIDNS PER DRERNATIOANL BUILDING CODE (IBC) SECTIONS 1704 k 1705 SMALL RE PROVIDED. GENERAL DESIGN DATA TABLE: DEM BUI IIFW Cm, NTMATM10L RUM CODE 2012 ED. (INCLUDING APPLCAME CITY AND tbtMNtt OF DDM AIEMDIEMTS) GROUND SHELL' LOAD UNE UMD: (FOR P18UC AREAS, LAMPS ! STARS) FBF Pg FOUNDATION NOTES: 1. FOODCS Alm SUBS SMALL SEAR ON H61, UNDISTURBED NAIURAL SO1. OR HDI, MOISTURE COg1p1® AID CCIPACIED FILL SUTAME FOR SUPPORTING IAW PSF PER TARE 1006.2 CF THE BULONO CODE RETEIEIICED ABOVE IF 00TIRURE SIL IS DDRNTDED, THE SMICWSAL Ew7NER BULL BE NOVO IMMEDIATELY. 2 EXCAVATION FOR FOOINM STALL BE NEAT. 3. FOOTINGS SIAM BE PLACED IMMEDIATELY AFTER EXCAVATION. 4. ALL RE7NFORCIHK: bTEEL YARNED 'CONTMIUOl15' SILL BE NAPPED PER 7FIE 'REINFORCING SPLICE SCEDULE- AT SPUCfS ANO AROUND CORETS OR NTERSMI)ONS WITH A STANDAR 90 DEGREE SEND ON CORNER BARS. LAP WELDED WIRE MESH ONE FULL MESH AT SIDE AND DTD LAPS. 5. LAP TDP SMS AT CENTER OF SPAN; UAP BOTTOM BARS AT SUPPORTS. 6. THERE SHVl BE NO PLUMBING LINES RUNNING PARALLEL TO. WITHIN OR UNDER ANY FOUNDATION ILEAM. STRUCTURAL STEEL NOTES: 1. ALL GROUT USED UNDER STEEL COLUMN BASE PLATES SHALL BE OF NON -SHRINKABLE TYPE AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF WOO PSI. 2 ALL WELDING SHALL CONFORM TO THE STANDARDS OF CHAPTER J OF THE MANUAL OF STEEL CONSTRUCTION OF THE AMERICAN NS71TUTE OF STEEL CONSTRUCTION. SHORT CRCIAT TRANSFER FOR THE GAS METAL ARC WELDING PROCESS 6 NOT PERMITTEE). 3. ELECTRODES FOR ALL FIELD AND SHOP WELDING SHALL BE CLASS E70XX. 4. MAIM& SPECIFICATIONS, WE FIANfE (r) S1ILCTNAI OR SHAPES ASTM AM CFF -504 pMMUS (C ND M4 AMW (L), BARS AND KATES ASTM AN WELDED AM SEAMLESS SIM PIPE ASTM AW TYPES or OR ar. HOLLOW SIRIILTIMAt WED. PIPE ASTM AND." tr-B ANCHOR BOLTS Am n5S4. tr-35 I1K61 SIRDDTH BOLTS ASTM AM HEADED ANCHOR STUDS ASHY AIDS 5. ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SMALL CONFORM TO STANDARDS OF THE NSC. 6. ALL MISCELLANEOUS WELDS (FIELD OR SHOP) SHALL BE MINIMUM SIZE FILLET ALL AROUND N ACCORDANCE WITH AISC. MELDING OF CONTINUOUS MEMBERS SHALL BE A MINIMUM OF 2 NCHEIS OF 3/16 INCH FILLET STITCH WELDS AT 6 INCHES D.C., STAGGERED EACH SDE, UNLESS OTHERWISE NOTED. COLUMN BASE PLATES. CAP PLATES AND STIFFENER PLATES SHALL BE WELDED ALL AROUND. 7. PROVIDE ALL NECESSARY HOLES N MISCELLANEOUS STRUCTURAL STEEL MEMBERS FOR ATTACHMENT OF NON-STRUCTURAL ITEMS (IC HOLES FOR WINDOW HEAD ANCHOnS SEE ARCHITECTURAL DRAWINGS FOR REQUIREMENTS. B. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED IS PROHIBITED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER R. ALL BRICK SUPPORT ANGLES ARE DESIGNED TO FULLY SUPPORT THE BRICK VENEER WITH SOME NORMAL DEFLECTION AS THE BRICK IS IINSTALLED. BRICK SHALL BE INSTALLED WITHOUT SHORING THE SUPPORT ANGLE DURING CONSTRUCTION. SHORING THE BRICK DURING CONSTRUCTION CAN RESULT IN HORIZONTAL BED JOINT CRACKING WHEN THE SNORES ARE REMOVED. CONCRETE NOTES AND SPECIFICATIONS: 1. ALL CONCRETE .WORK SHALL CONFORM TO THE ACI STANDARDS, ACI 318 AND ACI 301, LATEST EDITION 2. DETAILING, FABRI6ATION AMD PUACI G OF RDWDRCMG STEEL SHAM BE IN ACCORDANCE WITH ACI 315-90, 'ACI DETAILING MANUAL - 1990'. 3. UNIMS OTHERWISE NOTED, ALL REINFORCING BARS #4 AND LARGER SMALL CONFORM TO ASN A-615 GRADE 80 (60,000 PSI YIELD) AND ALL /2 AND /3 SIMS SHALL CONFORM To GRADE 40 (40,000 PSI YEID). REINFORCING SHALL BE FREE FROM OIL, DIRT AND OTHER MATERIALS THAT �OUL.D REDUCE Tiff BOND WITH THE CONCRETE 4. WELDED WIRE MESH (WWM) SHALL CONFORM TO ASN A-185. 5, UNLESS OTNEAWASE NOTED, CONCRETE PROTECTION FOR REINFORCING SHALL BE AS SPECIFIED N THE 'ILCJ. BIALDING CODE', (ACI 318 LATEST EDITION). 6. CONCRETE STRENGTH AND PROTECTION FOR REINFORCEMENT OF CAST -IN -RACE MEMBERS: SEE SECTION 7.7 ACI 318 LATEST EDITON. A. QQ MINIMUM COYIER (INCHES)COW-REM rTRENG* H [PST W/C RATIO AT 28 DAYS FOOTOM 42 GRADE AMS s' BOTTTOK SIDES, 1 1/2- TOP - 3000 ALL SURFACES 4000- GM SLAB ON GRADE 1 1TOP TOP h BOTTOM 3000 032 RUNNING WALLS 1' t 3000 032 PORTLAND CEMENT SHALL CONFORM TO ASN 0750, TYPE 1. MNDHAU OF 5 SACKS OF CEMENT PER CUBIC YARD. 7. FLYASH MAY BE USED TO REPLACE A PORTON OF THE PORTLAND CEMENT. THE RATIO OF FLVASH TO THE TOTAL OF THE FLYASH AND CEMENT IN A MIX SHALL NOT EXCEED 2011. FLYASH SHALL CONFORM TO ASTM C616, TYPE C OR F. 8. NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOBSITE. IT STALL BE THE RESPONSI- BILITY OF THE CONTRACTOR TO COORDINATE WITH THE CONCRETE SUPPLIER TO ENSURE A PUMPABLE AND WORKABLE MIX WITHOUT THE ADDITION OF WATER AT THE JOBSTE THE USE OF PLASTICIZERS, RETARDANTS AND OTHER ADDITIVES SHALL BE AT THE OPTION OF THE CONTRACTOR SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER. FOLLOW THE RECOMMENDATIONS OF THE MANU- FACTURER FOR THE PROPER USE OF ADDITIVES . THE USE OF CALCIUM CHLORIDE OR OTHER CHLORIDE BEAPoNG SALTS SMALL NOT BE PERMITTED. 9. CONCRETE SLUMP TESTS SCOL BE MADE BEFORE AND AFTER THE ADDITION OF ADMIXTURES AND MAY BE TAKEN AT THE BACK OF THE TRUCK CONCRETE FOR THE PREPARATION OF TEST CYLINDERS SHALL BE TAM FROM THE NOSE END FOR CONCRETE PLACED BY PUMP 10. ALL IREINFORCING STEEL MARKED CONTINUOUS' SHALL BE LAPPED PER THE 'REINFORCING SPUD£ SCHEDULE' AT SPUCES AND AROUND CORNERS OR RtiERSECTI NS WITH A STANDARD 90 DECREE BEND ON CORNER BARS. LAP TOP BARS AT CENTER OF SPAN; LAP BOTTOM BARS AT SUPPORTS. LAP WELDED WARE MESH ONE FULL MESH AT SDE AND END IMS. N* LAP SPLICES OF DEFORMED BARS IN TENSION SMALL BE CLASS B SPLICES EXCEPT THAT CLASS A SPUCES MAY BE USED WHEN: A THE AREA OF REINFORCEMENT PROVIDED IS AT LEAST TWICE THAT REOUIRED BY DESIGN OVER THE ENTRE LENGTH OF THE SPUCE, AND B. 1/2 OR LESS OF THE TOTAL REINFORM HENT IS SPLICED WITHIN THE REQUIRED LAP LENGTH. 11. REFER TO ARCHITECTURAL. MECHANICAL. ELECTRICAL AND PLUMBING DRAWINGS FOR ANY OTHER ADDITIONAL SLEEVES, ANCHORS. VENT OPENINGS, ETC.. NOT SFONTN ON STRUCTURAL PLANS THAT MIGHT BE REQUIRED: 12. PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING AND TROWELING OPERATIONS UNTIL CONCRETE NAS LAST SURFACE WATER SHEEN OR ALL FRET WATER DO NOT SPRINKLE FREE CEMENT ON THE STAB SURFACE. FINISHING OF SLAB SURFACES SMALL COMPLY WITH THE RECOMMENDATIONS OF ACI 302.1 AND 304. 13. UNLESS NOTED OTHERWISE ON PLAN, CONTROL JOINTS TO BE LOCATED AT APPROXIMATELY 400 JOIN . GRIN. CTUA OR EATON TO SEE DETAIL BE DDETERMBBY OWNER OR CONTRACTOR. CONTROL TO 14. PROVIDE 7 DAY WRING OF SLAB IMMEDIATELY AFTER FINISHING USING ONE OF THE FOLLOWING METHODS - A) CONTINUOUSLY WATERED BURLAP, S.) WATERPROOF MEMBRANES, G) SPRAY -ON UDUD MEMBRANE 15. PROTECT THE CONCRETE SURFACE BETWEEN FIRWNG OPERATORS ON HOT. DRY DAYS OR ANY OTHER TIME THAT PHASIC SHRINKAGE CRACKS COULD DEVELOP BY USING WET BURLAP. PLASTIC MEMBRANE OR F'OOCNG. PROTECT CONCRETE SLAB AT ALL TIMES FROM RAIN, FAIL OR OTHER INULMUS EFFECTS. 16. UNLESS SPECIFIED, CONCRETE MUST REACH THE FOLLOWING PERCENTAGES OF ITS 2S-OAY COMPRESSIVE STRENGTH (Pc), BEFORE FORMS MAY BE REMOVED. WALLS, COLUMNS, k BEAM SIDES - 4OF JOIST PANS NE BEAM BOTTOMS K RESTORED) 70% SHORING FOR FLOOR SYSTEMS E NOT RESHORED) 85X 17. RESHDRING WHEN REWIRED, TO EXTEND AT LEAST TWO FLOORS BELOW FLOOR SUPPORTING FNSEWORK (OR GROUND FLOOR). LAYOUT AND PROCEDURE TO BE SUBMITTED TO STRUC- TURAL ENGINEER FOR APPROVAL 16. AN INDEPENDENT CERTIFIED TESTING LABORATORY SHALL VERIFY AND PROVIDE REPORTS CERTIFYING THE FOLLOWING: A CONCRETE PLANT BATCH TICKETS FOR EACH TRUCK VERIFY THAT THE CONCRETE MATCHES THE APPROVED DESIGN MIX. S. CONCRETE SLUMP IS IN ACCORDANCE WITH APPROVED DESIGN MIX C. CONCRETE PLACEMENT OPERATIONS ARE IN ACCORDANCE WITH ACI SPECIFICATIONS. D. CONTROL JOINTS ARE INSTALLED WRTNM THE ACI TIME ALLOWANCE E. PROPER WRING METHODS ARE BEING VTLRED. 19. NO CONCRETE SMALL BE PLACED OUTSIDE OF THESE SPECIFICATIONS WftNoLR THE OWNER'S PRIOR APPROVAL.. BE REPORTED TO TME oWN1 is STRUCTURN EN 24HOUIM 20. CONSTRUCTION VEHICLE LOADS SMALL MOT PERMITTED ON ELEVATED SLABS AT ANY TIME. 21. ALL RETAINING WALLS TO BE SHORED UNUM UPPER SLAB IS IN PLACE AND HAS REACHED 70% OF ITS DESIGN STRENGTH OR THE RETAINING WALL HAS REACHED 10DX OF ITS DESIGN STRENGTH. . / 04 BENT BARS AT 18' O.C. AS S!WMN� 0 BENT BARS AT s+DMN �F' ta' ac As S, z 2 SLAB ON GRADE OR STOOP (SEE ARCH DOGS) rfDCf OF FOOTNC ` CLEAN CO PACTM- FRL (SEE CSN'$) 4 TYPICAL SECTION AT STAIR SCALE 1/2'-1'-O' RETE STAIR ARCH DWGS) r)1- EXP, IT. /4'$ TOP t BOTTOM SHOWN (TVP) WHERE NEW CONCRETE IS PLACED AONNST TME COSTING FOUNDATION. PROVIDE M DOWELS 16' LONG INTO EXISTING FOUNDATION. PLACE DOWELS AT 24' D.C. AND SET IN MLTI MT -44Y200 ADHESIVE (EMBED 4- INTO EXISTING FOUNDATION) STEEL. RAILING (SEE ARCH OWLS) Y$ CORE DRILL �/RAUNG SET 18' N ABLE -- 2 0.GT AS SHOWN GROUT AS 9HOWM (TYP) TOOL ALI. EXPOSED $.I� _SLOPE. 21C CRETE EDGES (TYP) CLEAN COMPACTED-' FILL (SEE Gots) 24' #4 SEM BARS AT 16' O.C. AS SHOWN (2) /4'$ TOP t BOTTOMS �6-,J, ` J"], -SIDEWALKOCCUWHERE AS SHOWN (TYP) '1iI9rNDE 'MM9OiL 3 TRANSVERSE SECTION AT RAMP SCALE 2 LONGITUDINAL SECTION AT RAMP SCALE: 1/2'-1'-C• FT, CONCRETE PIER (TYP) 1 TYPICAL POST FOOTING DETAIL SCALE: 1/2'.1' -TTY CAST IN SET IN WIGS) WHERE NEW CONCRETE IS PLACED AGAINST THE EXISTNG FOUNDATION, PROVIDE µ DOWELS 16' LONG INTO EXISTING FOUNDATION. PLACE DOWELS AT 24- O.C. AND SET IN H ILTI MT-HY200 ADHESIVE (ABED 4- INTO EXTS7MG FOUNDATION) TYP. City of Wheat Ridge uitding CONSTRUCTION REMODEL ELLA, LLC DAYCARE 6320 W. 4e Avenue Wheat Ridge, CO 80033 OWNER Ms. Elena Raybun Thornton, Colorado ARCHITECT Rogue Architecture 4100 Wadsworth Blvd., Suite 300 Wheat Ridge. CO 80033 720.099.3311 Contact: Scott A. Boduch. AIA DATE.: ISSUE: 0 16 76°.H REVIEW SET 06.11.2018 ISSUED FOR CONSTRUCTION 00 N CSI C 1 REINFORCING SPLICE SCHEDULE Imo✓ DATE: 06.11.2018 CUA A REINFORCING SPLICES CLASS 9 REINFORCING SEUCES F. CONCRETEST71EN7G1H C) ROGUE PROJECT NO.: 2018.19 ff-3000 CONCRETE STRENGTH PSI 30 00 4000 5000 6000 700D gggg ,S. -m-I Y 4000 5000 8000 1 70M 3 Tr 15' 1 ' 12 12 3 19' 17 16' 1 14' 4 22' 19- 17' 16' 13' 4 29' 3'1- TSI - 5 28' 24' 22' 1S- 5 36' 31' 26' 26' 24' 6 3!' 29'. 26' 24' 22' 6 43' 37- 34 31 28' 7 48' 42' 38' 34' 3Y 7 63' 54' 49' 45- 41' 8 55' 48' 43' 39' 36' 8 72* 62' 56' 51' 47' 62' S4'4844 41' /9 81' 70' 63' 5r 53' 10 70' 61 S4' 50 46' 10 91' 79' 71' 64' 60' 11 78' 6T 60 Be S1' U 101' Br 78' 71' 68' N* LAP SPLICES OF DEFORMED BARS IN TENSION SMALL BE CLASS B SPLICES EXCEPT THAT CLASS A SPUCES MAY BE USED WHEN: A THE AREA OF REINFORCEMENT PROVIDED IS AT LEAST TWICE THAT REOUIRED BY DESIGN OVER THE ENTRE LENGTH OF THE SPUCE, AND B. 1/2 OR LESS OF THE TOTAL REINFORM HENT IS SPLICED WITHIN THE REQUIRED LAP LENGTH. 11. REFER TO ARCHITECTURAL. MECHANICAL. ELECTRICAL AND PLUMBING DRAWINGS FOR ANY OTHER ADDITIONAL SLEEVES, ANCHORS. VENT OPENINGS, ETC.. NOT SFONTN ON STRUCTURAL PLANS THAT MIGHT BE REQUIRED: 12. PLACE CONCRETE IN A MANNER SO AS TO PREVENT SEGREGATION OF THE MIX. DELAY FLOATING AND TROWELING OPERATIONS UNTIL CONCRETE NAS LAST SURFACE WATER SHEEN OR ALL FRET WATER DO NOT SPRINKLE FREE CEMENT ON THE STAB SURFACE. FINISHING OF SLAB SURFACES SMALL COMPLY WITH THE RECOMMENDATIONS OF ACI 302.1 AND 304. 13. UNLESS NOTED OTHERWISE ON PLAN, CONTROL JOINTS TO BE LOCATED AT APPROXIMATELY 400 JOIN . GRIN. CTUA OR EATON TO SEE DETAIL BE DDETERMBBY OWNER OR CONTRACTOR. CONTROL TO 14. PROVIDE 7 DAY WRING OF SLAB IMMEDIATELY AFTER FINISHING USING ONE OF THE FOLLOWING METHODS - A) CONTINUOUSLY WATERED BURLAP, S.) WATERPROOF MEMBRANES, G) SPRAY -ON UDUD MEMBRANE 15. PROTECT THE CONCRETE SURFACE BETWEEN FIRWNG OPERATORS ON HOT. DRY DAYS OR ANY OTHER TIME THAT PHASIC SHRINKAGE CRACKS COULD DEVELOP BY USING WET BURLAP. PLASTIC MEMBRANE OR F'OOCNG. PROTECT CONCRETE SLAB AT ALL TIMES FROM RAIN, FAIL OR OTHER INULMUS EFFECTS. 16. UNLESS SPECIFIED, CONCRETE MUST REACH THE FOLLOWING PERCENTAGES OF ITS 2S-OAY COMPRESSIVE STRENGTH (Pc), BEFORE FORMS MAY BE REMOVED. WALLS, COLUMNS, k BEAM SIDES - 4OF JOIST PANS NE BEAM BOTTOMS K RESTORED) 70% SHORING FOR FLOOR SYSTEMS E NOT RESHORED) 85X 17. RESHDRING WHEN REWIRED, TO EXTEND AT LEAST TWO FLOORS BELOW FLOOR SUPPORTING FNSEWORK (OR GROUND FLOOR). LAYOUT AND PROCEDURE TO BE SUBMITTED TO STRUC- TURAL ENGINEER FOR APPROVAL 16. AN INDEPENDENT CERTIFIED TESTING LABORATORY SHALL VERIFY AND PROVIDE REPORTS CERTIFYING THE FOLLOWING: A CONCRETE PLANT BATCH TICKETS FOR EACH TRUCK VERIFY THAT THE CONCRETE MATCHES THE APPROVED DESIGN MIX. S. CONCRETE SLUMP IS IN ACCORDANCE WITH APPROVED DESIGN MIX C. CONCRETE PLACEMENT OPERATIONS ARE IN ACCORDANCE WITH ACI SPECIFICATIONS. D. CONTROL JOINTS ARE INSTALLED WRTNM THE ACI TIME ALLOWANCE E. PROPER WRING METHODS ARE BEING VTLRED. 19. NO CONCRETE SMALL BE PLACED OUTSIDE OF THESE SPECIFICATIONS WftNoLR THE OWNER'S PRIOR APPROVAL.. BE REPORTED TO TME oWN1 is STRUCTURN EN 24HOUIM 20. CONSTRUCTION VEHICLE LOADS SMALL MOT PERMITTED ON ELEVATED SLABS AT ANY TIME. 21. ALL RETAINING WALLS TO BE SHORED UNUM UPPER SLAB IS IN PLACE AND HAS REACHED 70% OF ITS DESIGN STRENGTH OR THE RETAINING WALL HAS REACHED 10DX OF ITS DESIGN STRENGTH. . / 04 BENT BARS AT 18' O.C. AS S!WMN� 0 BENT BARS AT s+DMN �F' ta' ac As S, z 2 SLAB ON GRADE OR STOOP (SEE ARCH DOGS) rfDCf OF FOOTNC ` CLEAN CO PACTM- FRL (SEE CSN'$) 4 TYPICAL SECTION AT STAIR SCALE 1/2'-1'-O' RETE STAIR ARCH DWGS) r)1- EXP, IT. /4'$ TOP t BOTTOM SHOWN (TVP) WHERE NEW CONCRETE IS PLACED AONNST TME COSTING FOUNDATION. PROVIDE M DOWELS 16' LONG INTO EXISTING FOUNDATION. PLACE DOWELS AT 24' D.C. AND SET IN MLTI MT -44Y200 ADHESIVE (EMBED 4- INTO EXISTING FOUNDATION) STEEL. RAILING (SEE ARCH OWLS) Y$ CORE DRILL �/RAUNG SET 18' N ABLE -- 2 0.GT AS SHOWN GROUT AS 9HOWM (TYP) TOOL ALI. EXPOSED $.I� _SLOPE. 21C CRETE EDGES (TYP) CLEAN COMPACTED-' FILL (SEE Gots) 24' #4 SEM BARS AT 16' O.C. AS SHOWN (2) /4'$ TOP t BOTTOMS �6-,J, ` J"], -SIDEWALKOCCUWHERE AS SHOWN (TYP) '1iI9rNDE 'MM9OiL 3 TRANSVERSE SECTION AT RAMP SCALE 2 LONGITUDINAL SECTION AT RAMP SCALE: 1/2'-1'-C• FT, CONCRETE PIER (TYP) 1 TYPICAL POST FOOTING DETAIL SCALE: 1/2'.1' -TTY CAST IN SET IN WIGS) WHERE NEW CONCRETE IS PLACED AGAINST THE EXISTNG FOUNDATION, PROVIDE µ DOWELS 16' LONG INTO EXISTING FOUNDATION. PLACE DOWELS AT 24- O.C. AND SET IN H ILTI MT-HY200 ADHESIVE (ABED 4- INTO EXTS7MG FOUNDATION) TYP. City of Wheat Ridge uitding CONSTRUCTION REMODEL ELLA, LLC DAYCARE 6320 W. 4e Avenue Wheat Ridge, CO 80033 OWNER Ms. Elena Raybun Thornton, Colorado ARCHITECT Rogue Architecture 4100 Wadsworth Blvd., Suite 300 Wheat Ridge. CO 80033 720.099.3311 Contact: Scott A. Boduch. AIA DATE.: ISSUE: 0 16 76°.H REVIEW SET 06.11.2018 ISSUED FOR CONSTRUCTION 00 N CSI C 1 C) Imo✓ DATE: 06.11.2018 DRA\VN: ASTRA CHECKED: TRC IG+ C) ROGUE PROJECT NO.: 2018.19 RAMP AND FOOTING P' -R DETAILS O S1.0 SHEET: gggg ,S. -m-I Y © 2018 Rogue Architecture, Inc. 4' �i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line 1 (303) 235-2855 Office • (303) 237-8929 Fax ��✓/ INSPECTION NOTICE Inspection Type: 21017 e Fl Job Address: O L r Permit Number: - O q ❑ No one available for inspection: Time ?1. 015--i Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:-/—// /7 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M i Q Job Address: LI lo �v y `! 00- >,v t Permit Number: ") d 1,7 o a- 0 914 c) ✓ --f 0 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection a 3-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201702094 PERMIT NO: 201702094 ISSUED: 06/19/2017 JOB ADDRESS: 6320 W 44th AVE EXPIRES: 06/19/2018 JOB DESCRIPTION: RESIDENTIAL REROOF - GAF TIMBERLINE ASPHALT SHINGLES - 27 SQ. *** CONTACTS *** OWNER (812)231-4753 KUSMYCH ROOS GC (720)452-7663 Steve Voorhoorst 160031 Columbine Roofing & Exteriors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 140 / Converted Residences; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,090.00 FEES Total Valuation 0.00 Use Tax 148.89 Permit Fee 172.60 ** TOTAL ** 321.49 _ *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding k/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€ms installation instructions, .whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer&#39;s technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. 12�. 4 11 City of Wheat Ridge Residential Roofing PERMIT - 201702094 PERMIT NO: 201702094 ISSUED: 06/19/2017 JOB ADDRESS: 6320 W 44th AVE EXPIRES: 06/19/2018 JOB DESCRIPTION: RESIDENTIAL REROOF - GAF TIMBERLINE ASPHALT SHINGLES - 27 SQ. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER' or CON=TRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a pit shall not be.construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any Orde lati6n ,rh s, risOiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequestgci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. 00 1-7 0,)-09 4� Antoinette Kulick From: no-reply@ci.wheatridge.co.us Sent: Friday, June 9, 2017 11:16 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 3-5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address Do you have a signed contract to reroof this property? It will need to be provided at the time of permit pick-up. 6320 w 44th ave ross kuzmych 812-231-4753 ckuzmych@uwyo.edu Yes CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number columbine roofing & exteriors 160031 720-452-7663 Contractor Email Address bernice@columbineroofing.com (permit pick-up instructions will be sent to this email) Retype Contractor Email bernice@columbineroofing.com Address DESCRIPTION OF WORK Is this application for a Yes new permit for a residential roof? Are you re -decking the No roof? Description of Roofing gaf timberline slate Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 27 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 27 roofing material for this project 2 Provide additional detail reroof - house - 5:12 here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 7089.71 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant bernice travers Email not displaying correctly? View it in your browser. 9 06/08/2017 10:23 3077666184 110PR PAGE 01'02 9878 w. GrR7C1N DRlvrr LAKEWOOD, CO 80227 ROOFING CONTRACT MAIN #: 720.492-7663 FAX #r`: 720-673.3980 // su rtcolumbineroofing.co Nance:m Customer fees-kazmpei, 404 e^i t07'x & f t �Z. � �/ t. h _ Home #, 812-320r475�3 Project Address: 6320 w 44th ave Cell #, C1WState/Zf9s: wheat ridge co 80033 Email: ckuzzmLchaimoro.edu Mailing ,Address: (if different from project address) Address, City/State/Zip: By Law, homeowner is required to pay insurance deductible Insurance Compainy: Claim #: - o_ insurance Adjuster: Insurance Agent: Insurance Email: Insurance phone* Contract Terms: _,_ Cash *(payment due upon completion on cash bids) —x- Insurances Claim Prosect 9aecEficatlons: Manufacturer:__ gof timberline � Color, x Protect Landscaping, clean project site with magnetic sweeper _x Remove all layers of existing shingles down to decking X Redeck: Yes No—X- 11 o^x_ll drip edge: 2x2 eaves x 2x4 eaves _x,,,_ 2x2 raises 2x4 rakes Color D -Style Rakes —x—Install synthetic undedayment _x Install Ice & WaterShleld: Eaves/Valleys/Chimneys/Skylights Satelitte: Remove: __ Detach & reset: Estimated Gomplatlen pate: x—Valleys: Closed/ open Color Install Flashing: Sid®wall _ Skyllght: Chimney(s) __ Color: _ ChimneySize�, Small Medium Large Pipe Jacks #�- Powerrrtast #4-- _,,,,_,Current Ventilation Ridge vent: LF _ Install additional vents #Iq Painted: yes / no amp Cooler: Yens No 'ye— Detach & reset tt of vents: PROJECT SUMMARY FOR ROOF ONLY: NOTES Insurance Claim Estimate: $„W„ 10,183,01 re -roof house and garage Upgrades: $ gutters and downna out on house and garage Other: _ Estimated Subtotal: Supplements / Permit Cost: $ Estimated Final Contract Price: n trust any payments from tf this S an Insurance Claim: By signing, you have agreed to give your Inzwuranca Carrler & MOMMP Company euthodrallon to communicate with Columbine Roorift & Ext9riam. Cutomnr(e) egread that they have read, undermand and agree to all the TERMS E CONDITIONS on both the front and beck of this agreement. Columbine Roofing & Exteriors Signature: Sales Rep Phone #: 303-8055-1732 Fax #: 720-573-358 Emall: ve been delivered. ALL MONIES DUE 30 DAYS /AFTER FINAL i ICE IS SENT *2a I Initials: Data: kilantzMhotmail,com i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: , Job Address: G ( o Permit Number: 2 �1�r�� i ❑ No one available for inspection: Time Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: /� XI L'7 Inspector: t DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:. Job Address: G -32 0 Permit Number: 0 ,/0 5 f,V - L ,ek , A �, j P C v J No one available for inspection: Time/ AM/PM Re -inspection required:(��esNo When corrections have been made, call for re-inspectionAt'303-234-5933 L Date:— Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: / 11-1—Al,-'l t l Job Address: C,3 2-0 V/ I/L , � � Permit Number: % 2F_i �- 1CG-,'i > i it L Ir / I 1.1r.-/__ -'> c U G< / / 'r /� 4 ❑ No one available for inspection: Time C� AM/PM Re -Inspection required: (Yes No When corrections have been made, call for re-inspeclio at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE DEPARTMENT OF COM1v1UNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT N0. M94#19759 234-5933 P.O. BOX638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONI.Y WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BEL`JW. ; ~ , _ , APPLICATION FOR MISCELLANEOUS PERMLP _ i ~ JOB ADDRESS CONTRACTOR AI ADDRESS~ ~971 CITY (A)~^~"-m'}~ ZIP CODE PHONE LICENSENO. OWNER _ ADDRESS PHONE ZIP CODE ~y~ ~ CONTRACT PRICE S 0 .7 DATE ~,1.~~,Z 7 Y~ 1. TYPE Ground ❑ Woll❑ Proiecfinp❑ Other S or D Foee 2. MATERIAL Total Squore Faet SIGNS 3, ILLUMINATION Yea❑ No❑ TyDe Eiee}. Permit No. 4. SET BACK FROM PROPERTY LINE N (Speci}y which is front) _ ❑ S_ E ❑ _ W ❑ ❑ Zone_ Approved,Zone Inspactor DisapDrwed i. TYPE Solid❑ More Thon 80% Open❑ Lest Thon 80% Open MATERIAL Haipht FENCES 3. SET BACN FROM PROPERTY LINE N (Specify whieh iatront) _ ❑ 5_ E ❑ _ W ❑ ❑ Zone_ Apprwed,Zorn tmpeota DisapProved 1. 0 r Z " OTHER 3. + ' e7 DRAW SKETCH OR SHOW BELOW,THE FENCE,516N,OR OTHER STRUCTURE, GIVIh'v' DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCIUDEA) ~ SPECIFY NORTH STREET NAME SHOW OISTANCES FROM THE MAIN BUILDING TOADJOINING HOUSES, STREETS, AND PROPERTY LINES;ON IRREGULAR LOTS, SHOW LEAST DISTANCE TO PROPERTY LINES,NOT MAXIMUM OR AVERAGE DISTANL'E. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMITTO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BYTHE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSl1ANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMiT STATE LICENSE N0. STATE LICENSE N0. ALUMINUM WIRE UNDER SiZE 8 ILLEGAL FLOOR BSM I ST 2ND 3RD 4TH N0. FIIELCircle0ne Cw3 ql Propona Cod Elet Solar N0. WATER CIASET FORCED AIR - BTU TEMPORARY METER ~ WASH BOWL HOT WATER - BTU NEW $ERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SVSTEM POWER SU9-CIFCUITS WATER HEATER Retri eranf GrWp UTILITY(RANGE,DISPOSER,ETC.) AUTO.WASHER Poundt Lhar e FI%TURES DISH WASHER AUTOMATIC SPRINNLER SYSTEM WIRING MOTOF2S d CONTROLS FLDOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 8 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I hereby acknowledqe thot Ihis opplico- tion is corroet and understond ihat I tannOt sfart this projecf until this oppli- eofion is opOroved. 1 sholl comply wifh fhe lowe oi ihe Slote of Colorado and fo ihe Zoninp Requlafions ond BuildinQ Code of }he City of Wheaf Ridqe. Any violotion ot the above terme will cause immediate revocation oi this permil PERMIT FEE ~(F~ Q~J NOT VAUD UNLESS REGEIPTEO USE TAX J~ 16;> TOTAL FEE $ DISAPPROVE CHIEF BUILD INSPECTOR,Ci} f Wheat Ridqe CALL 234-5933 / Date Issued 24 HOURS IN ADVANCE FOR INSPECTIONS /490neantrsipnnrur~• - 1