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7366-American Legion Plans 2019LOCATION MAP SITE LOCATION LAKEY STWILSON ST HILL STBAILEY STMARTIN ST ALEXANDER STLAKEY STWILSON ST FRED MOORE PARK EIKON CONSULTING GROUP, LLC EIKONCG.COM SANGER, TEXAS PLANO, TEXAS A T TS XETEFO SAREGISTE R E D ARC HI TECTJAM E S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 COVER SHEET G0.1 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 AMERICAN LEGION SENIOR CENTER 629 LAKEY STREET DENTON, TEXAS PROJECT MANAGER : JASON BENNETT EMAIL: jbennett@eikoncg.com ISSUED FOR PERMIT CITY OF DENTON FACILITIES MANAGEMENT 869 S WOODROW LN DAWN WILSON Dawn.Wilson@cityofdenton.com 05-30-2019 SHEET INDEX Order Within Discipline SHEET NO.SHEET NAME 1 -2019-02-06 - ISSUED FOR PERMIT2 - 2019-05-10 - CITY COMMENTS3 -2019-05-30 - CITY COMMENTS4 - GENERAL G0.1 COVER SHEET ● ● G0.2 PROJECT DATA ● G0.3 LIFE SAFETY ● G0.4 ACCESSIBILITY REQUIREMENTS ● G0.5 COMCHECKS ● CIVIL C1.0 GENERAL NOTES ● C2.0 RECOMMENDED INITIAL EROSION CONTROL PLAN ● ● C3.0 EXISTING CONDITIONS & DEMOLITION PLAN ● ● C4.0 SITE PLAN WITH DIMENSIONAL CONTROL ● ● C5.0 OVERALL GRADING & PAVING PLAN ● ● C5.1 DETAILED GRADING PLAN ● ● C6.0 UTILITY PLAN ● C7.0 SITE & CONSTRUCTION DETAILS ● C7.1 SITE & CONSTRUCTION DETAILS ● ● C7.2 EROSION CONTROL DETAILS ● ● LANDSCAPE L1.1 TREE PRESERVATION PLAN ● STRUCTURAL S0.1 NOTES ● S1.1 FOUNDATION PLAN ● S2.1 FOUNDATION TYPICALS ● S3.1 FOUNDATION SECTIONS ● S4.1 FRAMING PLAN ● S5.1 FRAMING TYPICALS ● S6.1 FRAMING SECTIONS ● S6.2 FRAMING SECTIONS ● S6.3 FRAMING SECTIONS ● ARCHITECURAL DEMOLITION AD2.1 DEMOLITION FLOOR PLAN ● AD2.2 DEMOLITION ROOF PLAN ● ARCHITECTURAL A1.1 ARCHITECTURAL SITE PLAN ● ● A1.2 SITE PLAN DETAILS ● ● A2.1 FIRST FLOOR PLAN ● ● A2.2 ROOF PLAN ● A2.3 ENLARGED PLANS ● A3.1 BUILDING ELEVATIONS ● A3.2 ENLARGED BUILDING ELEVATIONS ● A4.1 BUILDING SECTIONS ● A4.2 WALL SECTIONS ● A4.3 WALL SECTIONS ● A4.5 SECTION DETAILS ● A6.1 FINISH PLAN AND SCHEDULES ● A6.2 DOOR SCHEDULES,TYPES, & DETAILS ● A7.1 INTERIOR ELEVATIONS ● A8.1 MILLWORK SECTIONS ● A9.1 REFLECTED CEILING PLAN ● MECHANICAL M0.1 MECHANICAL SYMBOLS & ABBREVIATIONS ● M2.1 FLOOR PLAN - MECHANICAL ● M5.1 MECHANICAL DETAILS ● M6.1 MECHANICAL SCHEDULES ● ● PLUMBING P0.1 PLUMBING SYMBOLS & ABBREVIATIONS ● P2.1 BELOW FLOOR PLAN - PLUMBING ● P2.2 ABOVE FLOOR PLAN - PLUMBING ● ● P2.3 SECOND FLOOR PLAN - PLUMBING ● P5.1 PLUMBING DETAILS ● P6.1 PLUMBING SCHEDULES ● FIRE PROTECTION FA2.1 FLOOR PLAN - FIRE ALARM ● FP2.1 FLOOR PLAN - FIRE PROTECITON ● ELECTRICAL DEMOLITION ED1.1 FLOOR PLAN - ELECTRICAL DEMOLITION ● ELECTRICAL E0.1 ELECTRICAL SYMBOLS & ABBREVIATIONS ● E2.1 FLOOR PLAN - POWER ● ● E2.2 FLOOR PLAN - HVAC POWER ● E5.1 ELECTRICAL DETAILS ● E6.1 ELECTRICAL SCHEDULES ● E6.2 ELECTRICAL RISER DIAGRAM ● ● E9.1 FLOOR PLAN - LIGHTING ● Revision Schedule # Description Date 06-07-20193 - 2019-06-07- CITY COMMENTS 1. CONTRACTORS BIDDING OR PROPOSING ANY PORTION OF THE WORK SHALL BE EXPECTED TO INCLUDE IN THEIR PROPOSAL ALL LABOR AND MATERIALS REQUIRED FOR A COMPLETE PROJECT WHETHER OR NOT SPECIFICALLY ITEMIZED OR IDENTIFIED IN THE DRAWINGS AND SPECIFICATIONS. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES. 3. CONTRACTOR SHALL INCLUDE ALL LABOR, MATERIAL, TOOLS, EQUIPMENT, ETC. FOR THE COMPLETE CONSTRUCTION OF WORK INDICATED AND SPECIFIED BY THE DRAWINGS AND SPECIFICATIONS. 4. CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 5. CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES RELATED TO THEIR WORK. 6. ALL WORK SHALL BE NEAT, COMPLETE AND BE PERFORMED IN A WORKMANLIKE MANNER PER INDUSTRY HIGH QUALITY STANDARDS. 7. CONTRACTOR SHALL ESTABLISH A SYSTEM FOR TESTING AND INSPECTING THEIR WORK IN THE ROUGH AND FINISHED STATE TO INSURE QUALITY PERFORMANCE AND COMPLIANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 8. SUBSTITUTIONS OF MATERIALS SPECIFIED ON THE DRAWINGS AND SPECIFICATIONS MUST BE APPROVED BY THE OWNER/ARCHITECT IN ADVANCE. 9. CONTRACTOR SHALL VERIFY ALL DRAWINGS, DIMENSIONS, AND CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. COMMENCEMENT OF ANY TRADE OR PORTION OF WORK SHALL BE INTERPRETED BY THE OWNER/ARCHITECT TO MEAN THAT THE CONDITIONS WERE ACCEPTABLE AT COMMENCEMENT. 10. ALL WORK SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR AFTER SUBSTANTIAL COMPLETION AS DEFINED BY A201 11. ALL PRODUCTS AND MATERIALS ARE TO BE INSTALLED PER MANUFACTURE’S REQUIREMENTS. 12. ANY DISCREPANCY WHICH IS FOUND IN THE CONSTRUCTION DOCUMENTS SHALL BE IMMEDIATELY REPORTED TO ARCHITECT, IN WRITING, VIA THE GENERAL CONTRACTOR. 13. CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR RESPECTIVE TRADES WITH THE WORK OF OTHERS. THE WORK OF EACH TRADE SHALL BE DESIGNED/INSTALLED SO AS TO PROVIDE CLEARANCES FOR OTHER TRADES. 14. DO NOT SCALE THE DRAWINGS. IN INSTANCES OF CONFLICT, LARGE SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS, AND MORE RESTRICTIVE REQUIREMENTS FOR CONSTRUCTION SHALL TAKE PRECEDENCE OVER LESS RESTRICTIVE REQUIREMENTS, INCLUDING IF THE MORE RESTRICTIVE REQUIREMENTS IS MORE COSTLY. 15. ANY DEFECTS AND FAULTS IN WORKMANSHIP AND MATERIALS MUST BE REPAIRED BY THE CONTRACTOR. 16. CONTRACTORS SHALL LEAVE THE WORK SITE CLEAN AND READY FOR TRADES TO FOLLOW EACH DAY. CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF THEIR DEBRIS AND RUBBISH FROM THE WORK AREA. 17. CONTRACTORS SHALL BE RESPONSIBLE FOR ARRANGING FOR THE REQUIRED INDIVIDUAL TRADE INSPECTIONS OF HIS WORK REQUIRED BY THE GOVERNING MUNICIPALITY OR OTHER JURISDICTIONAL AGENCIES. 18. CONCRETE CUTTING, PATCHING, CORING, ETC. TO BE COORDINATED AND APPROVED BY ARCHITECT AND ENGINEER PRIOR TO COMMENCEMENT OF ANY WORK. 19. AT ALL OPENINGS PROVIDE HEAD, JAMB, AND SILL FLASHING PER WEATHER BARRIER MANUFACTURER'S RECOMMENDATIONS. 20. ALL FURNITURE IS FOR MODELING PURPOSES ONLY AND NOT IN CONTRACT. GENERAL PLAN NOTESSTANDARD ABBREVIATIONS @ - AT AB - ANCHOR BOLT ACOUS - ACOUSTICAL ADDL - ADDITIONAL ADDN - ADDITION ADJ - ADJACENT, ADJOINING, ADJUSTABLE AFF - ABOVE FINISH FLOOR ALT - ALTERNATE ALUM - ALUMINUM ANCH - ANCHOR ANOD - ANODIZE(D) AP - ACCESS PANEL APC - ACOUSTICAL PANEL CEILING APPROX - APPROXIMATE ASPH - ASPHALT AUTO - AUTOMATIC AVG - AVERAGE B/ - BOTTOM OF BAL SHT - BALANCE SHEET BC - BRICK COLOR BD - BOARD BG - BUMPER GUARD BITUM - BITUMINOUS BLDG - BUILDING BLK'G - BLOCKING (WOOD) BOT - BOTTOM BRG - BEARING BRK PV - BRICK PAVERS BRKT - BRACKET BSMT - BASEMENT BTWN - BETWEEN BUR - BUILT UP ROOFING CAB - CABINET CG - CORNER GUARD CIPC - CAST-IN-PLACE CONCRETE CJ - CONTROL JOINT, CONSTRUCTION JOINT CLG - CEILING CLR - CLEAR CMU - CONCRETE MASONRY UNIT CNTR - COUNTER CO - CLEAN OUT, CASED OPENING COL - COLUMN COMB - COMBINATION, COMBINED COMPT - COMPARTMENT CONC - CONCRETE CONC CTG- CONCRETE COATING COND - CONDITION CONT - CONTINUOUS CONTR - CONTRACTOR CORR - CORRIDOR CPRS - COMPRESSIBLE CPT - CARPET CRS - COLD ROLLED STEEL CT - CERAMIC TILE CTR - CENTER(S) CUB CURT - CUBICLE CURTAIN CUH - CABINET UNIT HEATER CUV - CABINET UNIT VENTILATOR D - DEEP, DEPTH, PENNY NAIL DET - DETENTION DF - DRINKING FOUNTAIN DIA - DIAMETER DIM - DIMENSION DN - DOWN DR - DOOR DRP - DECORATIVE RESIN PANEL DS - DOWNSPOUT DWG - DRAWING(S) EA - EACH EJ - EXPANSION JOINT EL - ELEVATION ELEC - ELECTRIC, ELECTRICAL ELEV - ELEVATOR EMBED - EMBEDMENT EMER - EMERGENCY EPDM - ETHYLENE PROPYLENE DIENE MONOMER EQ - EQUAL ES - EXPOSED STRUCTURE EW - EACH WAY EWC - ELECTRIC WATER COOLER EWH - ELECTRIC WATER HEATER EXIST - EXISTING EXP - EXPANSION EXT - EXTERIOR FAB - FABRIC FD - FLOOR DRAIN FDTN - FOUNDATION FE - FIRE EXTINGUISHER FEC - FIRE EXTINGUISHER CABINET FHC - FIRE HOSE CABINET FIN - FINISH FLASH - FLASHING FLR - FLOOR FRP - FIBER REINFORCED PLASTIC FTG - FOOTING FURG C - FURRING CHANNEL FURN - FURNACE GA - GAUGE GALV - GALVANIZED GB - GRAB BAR GC - GENERAL CONTRACTOR GFRC - GLASS-FIBER REINFORCED CONCRETE GL - GLASS GL BLK - GLASS BLOCK GLZ CMU - GLAZED CONCRETE MASONRY UNIT GRFG - GLASS-FIBER REINFORCED GYPSUM GT - GLAZED TILE UNITS GWH - GAS FIRED WATER HEATER GYP BD - GYPSUM WALL BOARD H - HIGH, HATCH (ROOF) HB - HOSE BIB HDNR - HARDENER HDW - HARDWARE HDWD - HARD WOOD HM - HOLLOW METAL HORIZ - HORIZONTAL HR - HANDRAIL HT - HEIGHT HTG - HEATING HVAC - HEATING, VENTILATING, AND AIR CONDITIONING ID - INSIDE DIAMETER, INSIDE DIMENSION IF - INSIDE FACE IN - INCH INCL - INCLUDED INSUL - INSULATION INT - INTERIOR INV - INVERT JT - JOINT KD - KNOCK DOWN KOP - KNOCK OUT PANEL L - LONG, ANGLE LAM - LAMINATE LAV - LAVATORY LH - LEFT HAND LINO - LINOLEUM LKR - LOCKER LL - LIVE LOAD, LOW LEVEL LLH - LONG LEG HORIZONTAL LLV - LONG LEG VERTICAL LT - LIGHT LVL - LEVEL LVR - LOUVER MAS - MASONRY MATL - MATERIAL MAX - MAXIMUM MB - MARKERBOARD MECH - MECHANICAL MED - MEDIUM MEZZ - MEZZANINE MFR - MANUFACTURER MH - MANHOLE MIN - MINIMUM, MINUTE MISC - MISCELLANEOUS MO - MASONRY OPENING MOD - MODULE MSB - MOP SERVICE BASIN MT - MOUNT MTL - METAL NIC - NOT IN CONTRACT, NOISE ISOLATION CLASS NO - NUMBER NOM - NOMINAL NTS - NOT TO SCALE OA - OVERALL OC - ON CENTER OD - OUTSIDE DIAMETER, OUTSIDE DIMENSION OF - OUTSIDE FACE OFD - OVERFLOW DRAIN OH - OVERHEAD OH DR - OVERHEAD DOOR OPH - OPPOSITE HAND OPNG - OPENING OPP - OPPOSITE OS - OVERFLOW SCUPPER PC - PORTLAND CEMENT, POINT OF CURVE, POLYCARBONATE PCC - PRECAST CONCRETE PERIM - PERIMETER PERM - PERMANENT PL - PLATE, PROPERTY LINE PLAM - PLASTIC LAMINATE PLAS - PLASTER PLBG - PLUMBING PLYWD - PLYWOOD PSF - POUNDS PER SQUARE FOOT PS - MANUAL POLE STATION PSI - POUNDS PER SQUARE INCH PT - PAINT PTN - PARTITION PVC - POLYVINYL CHLORIDE PVG - PAVING R - RISER, RADIUS, THERMAL RESISTANCE (R-VALUE) RB - RESILIENT BASE RD - ROOF DRAIN, ROAD REF - REFERENCE, REFRIGERATOR REINF - REINFORCING REQD - REQUIRED RF - RESILIENT FLOORING RFG - ROOFING RFM - REMOVABLE FLOOR MAT RH - RIGHT HAND RM - ROOM RO - ROUGH OPENING RST - REINFORCING STEEL SC - SOLID CORE SCHED - SCHEDULE SCR - SHOWER CURTAIN ROD SCWD - SOLID CORE WOOD DOOR SD - SOAP DISPENSER SECT - SECTION SF - SQUARE FOOT SH - SHINGLES, SINGLE HUNG (WINDOW) SHT - SHEET SHV - SHELVING SIM - SIMILAR SLNT - SEALANT SND - SANITARY NAPKIN DISPENSER SNDU - SANITARY NAPKIN DISPOSAL UNIT SOG - SLAB ON GRADE SPEC - SPECIFICATION SPCG - SPACING SPKR - SPEAKER SQ - SQUARE SQ IN - SQUARE INCH SS - SERVICE SINK SST - STAINLESS STEEL STD - STANDARD STL - STEEL STL PL - STEEL PLATE STN - STAIN STRUCT - STRUCTURAL SUSP - SUSPEND SV - SHEET VINYL SWP - SHEET WALL PROTECTION SYMM - SYMMETRICAL SYNTH - SYNTHETIC T - TREAD T/ - TOP OF T&G - TONGUE AND GROOVE T/S - TUB/SHOWER TB - TOWEL BAR TD - TOWEL DISPENSER, TRENCH DRAIN TER - TERRAZZO TH - THICKNESS TK BD - TACK BOARD TOB - TOP OF BEAM TOC - TOP OF CONCRETE, TOP OF CURB TOF - TOP OF FOOTING TOM - TOP OF MASONRY TOS - TOP OF SLAB, TOP OF STEEL TOW - TOP OF WALL TPH - TOILET PAPAER HOLDER TR - TOWEL RACK TS - TUBE STEEL TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VCT - VINYL COMPOSITION TILE VERT - VERTICAL VWC - VINYL WALL COVERING W - WIDE, WEST W/ - WITH W/O - WITHOUT WD - WOOD, WOOD DOOR WDW - WINDOW WP - WATER PROOFING WT - WEIGHT, WINDOW TREAMENT WWF - WELDED WIRE FABRIC A101 1 SIM 101 ACT-X 8' - 0" A A A Area Name 150 SF 1 PT-X RB-X CPT-X COMMENTS: 22 101 ROOM NAME GB-01 CALLOUT BUILDING/WALL SECTION DETAIL SECTION ROOM TAG ROOM FINISH TAG CEILING TAG DOOR / BORROWED LITE TAG WINDOW TAG WALL TAG FURNITURE, CASEWORK, & EQUIPMENT TAG REVISION TAG KEYNOTE TAG - ELEVATION AREA TO BE ENLARGED SHEET REF. PLAN / DETAIL REF. SECTION REF. SHEET REF. DETAIL REF. SHEET REF. LEVEL LINE AREA SQUARE FOOTAGE ROOM NUMBER EXTERIOR ELEVATION INTERIOR ELEVATION ELEVATION REF. SHEET REF.A101 1/A101 ELEVATION REF. SHEET REF. VIEW NAME VIEW SCALE VIEW DESIGNATION VIEW REF/SHEET REF WHERE VIEW IS REFERENCED VIEW TITLE WALL FINISH BASE FINISH FLOOR FINISH AREA TAG CEILING TYPE CEILING HEIGHT (ABOVE FINISH FLOOR) LEVEL NAME LEVEL ELEVATION GRID LINE NORTH INDICATOR GRID NUMBER OR LETTER INDICATES PLAN NORTH A101 1 SPOT ELEVATION SYMBOL NOTES (AS NEEDED) 1 A101 1 A101 STANDARD DETAILING SYMBOLS SCALE:PLAN NORTH TRUE NORTH XX 1/8" = 1'-0" FLOOR PLAN X0.0 FIRST FLOOR 100'-0" ? KEYNOTE TAG - PLAN? A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 PROJECT DATA G0.2 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 PROJECT DATA CODE ANALYSIS CATEGORY CODE INFORMATION APPICABLE CODE SECTION CODES IN EFFECT BUILDING 2012 INTERNATIONAL BUILDING CODE (IBC) MECHANICAL 2012 INTERNATIONAL MECHANICAL CODE (IMC) ELECTRICAL 2011 NATIONAL ELECTRICAL CODE PLUMBING 2012 INTERNATIONAL PLUMBING & FUEL GAS CODE 2012 INTERNATIONAL PLUMBING CODE ACCESSIBILITY AMERICANS WITH DISABILITY ACT & 2012 TEXAS ACCESSIBILITY STANDARDS (TAS) ENERGY CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) FIRE CODE 2012 INTERNATIONAL FIRE CODE BUILDING USE CLASSIFICATION PRINCIPAL CLASSIFICATION B (BUSINESS)IBC Section 304.1 OTHER CLASSIFICATION(S) A-2 (ASSEMBLY)IBC Section 304.1 SPRINKLERED YES (ALL)IBC 903, 903.2.1.3 (Group A-2) INCIDENTAL USE AREAS N/A OCCUPANCY SEPARATION NONSEPERATED OCCUPANCIES IBC Table 505.3.3 BUILDING CONSTRUCTION TYPE CLASSIFICATION IIB IBC Section 601 MAXIMUM AREA (PER FLOOR) 9500 : AS DESIGNED 8,000 SF IBC Section 507.3, Sprinklered, One Story MAXIMUM BUILDING HEIGHT (FT) 55' : AS DESIGNED 35'IBC Table 503 w/ 504.2 Sprinkler system increase MAXIMUM # OF FLOORS 2 STORY : AS DESIGNED 1 STORY AT GRADE IBC Section 507.3, Unlimited Area Building, Sprinklered, One Story FIRE PROTECTION SYSTEM SPRINKLER SYSTEM YES, 2012 NFPA-13 ESFR 2012 NFPA-13 STANDPIPE N/A IBC Section 905.3.1 Exception 1 STANDPIPE HOSE CONNECTIONS N/A IBC Section 905.4 PORTABLE FIRE-EXTINGUISHERS 2A RATED, REFERENCE INTERNATIONAL FIRE CODE FOR LOCATIONS IBC Section 906.1 FIRE ALARM B OCCUPANCY-NFPA 72 APPROVED, AUTOMATIC WITH NO MANUAL STATION REQUIRED IBC Section 907.2, Exception 907.2.2 Group B EMERGENCY ACCESS WINDOWS NOT REQUIRED IBC Section 1029 FIRE RESISTIVE CONSTRUCTION STRUCTURAL FRAME 0 HR IBC Table 601 BEARING WALLS (EXT.) 0 HR IBC Table 601 BEARING WALLS (INT.) 0 HR IBC Table 601 NON-BEARING WALLS (EXT.) 0 HR IBC Table 601 NON-BEARING WALLS (INT.) 0 HR IBC Table 601 FLOOR/CEILING ASSMEBLIES 0 HR IBC Table 601 ROOF/CEILING ASSMEBLIES 0 HR IBC Table 601 SHAFT ENCLOSURES NA (1 STORY)IBC Section 708.4 STAIR ENCLOSURES NA (1 STORY)IBC Section 1022.1 CORRIDOR WALLS B OCCUPANCY: 1 HR, 0 HR W/ SPRINKLER IBC Table 1017.1 DWELLING UNIT SEPARATION N/A FIRE-RESISTIVE JOINTS ALL RATED ASSEMBLIES NOT LESS THAN THE REQUIRED RESISTANCE OF THE ASSEMBLY IBC Section 714.1 PENETRATION FIRE-STOPPING ALL RATED ASSEMBLIES / FIRE-RESISTANCE-RATED ASSEMBLIES IBC Section 713.3.1.1 / IBC Section 713.3.1.2 FIRE-BLOCKING N/A NON COMBUSTIBLE CONSTRUCTION IBC Section 717.2 DRAFT-STOPPING N/A NON COMBUSTIBLE CONSTRUCTION 717.3 FIRE-RATED DOORS REQUIRED AT RATED WALLS IBC Table 716.5 FIRE-RATED WINDOWS REQUIRED AT RATED WALLS IBC Table 716.5 SMOKE-ACTIVATED DOORS N/A IBC Section 715.4.7.3 SMOKE AND HEAT REMOVAL REQUIRED DRAFT CURTAIN AND SMOKE/HEAT VENTS IBC Table 910.3 DRAFT CURTAIN: N/A VENT AREA TO FLOOR = N/A NUMBER OF VENTS = N/A MAXIMUM SPACING OF VENT CENTERS = N/A MEANS OF EGRESS OCCUPANT LOAD REFER TO OCCUPANCY CHART ON SHEET G0.3 LIFE SAFETY PLAN TOTAL BUILDING OCCUPANT LOAD = 90 Occupants MAXIMUM TRAVEL DISTANCE B OCCUPANCY: 300’ (SPRINKLED)IBC Table 1017.2 COMMON PATH OF EGRESS TRAVEL B OCCUPANCY: 75’-0” MAX (W/ AUTOMATIC SPRINKLER SYSTEM)IBC 1006.2 NUMBER OF EXITS REQUIRED 2 EXITS IBC Table 1016.1 MAXIMUM DISTANCE BETWEEN EXITS 1/3rd THE LENGTH OF THE MAXIMUM DIAGONAL DIMENSION OF THE AREA SERVED IBC Section 1015.2.1 Exception 2 (with automatic sprinkler system) CORRIDOR WIDTH EGRESS: 44" MIN. OR THE TOTAL LOAD SERVED BY THE EGRESS MULTIPLIED BY 0.2 INCHES (WHICHEVER IS GREATER) / NON-EGRESS COMPONENTS: 44” MIN. IBC Section 1018.2, Refer to section 1005.1 Minimum Egress Width. / IBC Section 1018.2 CORRIDOR HEIGHT 7’-6” MIN.IBC Section 1208.2 DEAD END CORRIDORS 50’-0” MAX. S OCCUPANCY IBC Section 1018.4, Exception 2 EXTERIOR AREA OF ASSISTED REFUGE REQUIRED AT EXTERIOR STAIRS, REFER TO ACCESSIBLE MEANS OF EGRESS COMMENTS, IBC 1007.7 IBC Section 1007.6 STAIR CONSTRUCTION N/A (NO STAIRS)IBC Section 1009.6 STAIR ENCLOSURE N/A (NO STAIRS) NON-PRESSURIZED, REQUIRED FOR BUILDINGS WITH STORIES LOCATED OVER 75' ABOVE GRADE. IBC Section 1022.9 ENCLOSURE PENETRATIONS NOT PERMITTED IBC Section 1023.6 STAIR WIDTH N/A (no stairs)IBC Section 1009.4 and 1005.1 STAIR HEADROOM N/A (no stairs)IBC Section 1009.5 STAIR LANDING WIDTH NOT LESS THAN WIDTH OF STAIR IBC Section 1009.8 ALLOWABLE LANDING REDUCTION BY DOORS 7” WHEN DOOR IS FULLY OPEN, 50% IN ANY OTHER POSITION IBC Section 1008.1.5 MAXIMUM VERTICAL RISE W/OUT LANDING 12'IBC Section 1009.10 STAIR TREADS 11” MIN.IBC Section 1009.7 STAIR RISERS 7” MAX. AND 4” MIN.IBC Section 1009.7 SIGNAGE REQUIRED IBC Section 1020.1.6 SIGNAGE N/A (no stairs) CAB CONTROLS N/A (no stairs) INTERIOR ENVIRONMENT NATURAL VENTILATION MIN. 4% OF FLOOR AREA BEING VENTILATED IBC Section 1203.4.1 NATURAL LIGHT MIN. 8% OF FLOOR AREA BEING SERVED IBC Section 1205.2 or artificial lighting accordance with 1205.3 SPACE DIMENSIONS MIN. 7’-0” IN ANY DIRECTION, MIN. 3’-0” CLEAR BETWEEN COUNTER FRONTS AND FACE OF APPLIANCES IBC Section 1208.1 CEILING HEIGHTS MIN. 7’-6” FOR ALL HABITABLE SPACES AND EGRESS COMPONENTS, MIN. 7’-0” FOR KITCHENS, BATHS, AND STORAGE IBC Section 1208.2 INTERIOR FINISHES EXIT ENCLOSURES AND PASSAGEWAYS B OCCUPANCY: CLASS B FLAMESPREAD RATING IBC Table 803.11 CORRIDORS B OCCUPANCY: CLASS C FLAMESPREAD RATING IBC Table 803.11 ROOMS AND ENCLOSED SPACES B OCCUPANCY: CLASS C FLAMESPREAD RATING IBC Table 803.11 ROOFING FIRE CLASSIFICATION TYPE IIB: CLASS C IBC Table 1505.1 ATTIC VENTILATION N/A ROOF COVERING ASHPALT SHINGLES IBC Section 1507.2 ROOF SLOPE 2 UNIT VERTICAL IN 12 UNITS HORIZONTAL (17%) MIN.IBC Section 1507.13.1 EQUIPMENT ON ROOF N/A ROOF ACCESS N/A IBC 1009.16.1 ROOF HATCH PROTECTION N/A IBC Section 1009.16.2 (req. if located within 10’ of roof edge) PLUMBING PLUMBING CALCULATIONS PER CODE: FOR B-BUISNESS BUILDINGS WATER CLOSETS: 1 PER 25 for the first 50, and 1 per 50 for the remainder exceeding 50. 3 MEN, 3 WOMEN Provided LAVATORIES: 1 per 40 for the first 80 and 1 per 80 for the remainder exceeding 80. 2 MEN, 2 WOMEN Provided SERVICE SINK: 1 DRINKING FOUNTAIN: 1 per 100. 2 Provided Revision Schedule # Description Date 6' - 0" 3 ' - 1 1"14' - 3"4' - 9"7' - 7"30' - 4"25' - 8"17' - 7"31' - 0" 10' - 2"39' - 2"20' - 1"19' - 6"4' - 3"14' - 2"11' - 7" 9 ' - 4 "WALL MOUNTED EXIT SIGN TRAVEL DISTANCE SEMI-RECESSED FIRE EXTINGUISHER CABINET M.T.D. = MAXIMUM TRAVEL DISTANCE AGGREGATE OCCUPANCY LOAD FROM CATCHMENT AREAS OR SPACES AT AN EXIT ACCESS DOORWAY OR AN EXIT DOOR EXIT CAPACITY OR CLEAR OPENING WIDTH AT AN EXIT ACCESS DOORWAY OR AN EXIT DOOR OCCUPANT LOAD OF AREA KNOX BOX - FLUSH MOUNTED LIFE SAFETY PLAN NOTES 1. ALL STORAGE SPACES ARE CONSIDERED S-1(ACCESSORY) AND DO NOT HAVE RATING REQUIREMENTS. 2. ASSEMBLY SPACES ARE IDENTIFIED ON THE LIFE SAFETY PLAN AS A-3(ACCESSORY). LIFE SAFETY PLAN LEGEND FEC 75 175 X KB M.T.D. = LENGTH EXIT 003 M.T.D.=79'-1" EXIT 002 M.T.D.=69-5" M.T.D.=59'-1" EXIT 001 EXIT 002 M.T.D.=86'-6" FITNESS AREA 118 A-2 REC ROOM AREA 116 A-2 STORAGE 113 A-2 lT/ELEC. 114 A-2 CORRIDOR 109 A-2 RECEPTION 111 A-2 OFFICE 110 A-2 CLASSROOM 115 A-2 COMPUTER LAB 117 A-2 MEN 120 A-2 JANITOR 121 A-2WOMEN 119 A-2 MULTI-PURPOSE A 102 A-2 MULTI-PURPOSE B 103 A-2 SPRINKLER ROOM 108 A-2 STORAGE 107 A-2 WARMING KITCHEN 106 A-2 PANTRY 105 A-2 AV/ ELEC. 104 A-2 LOGGIA 101 A-2 NO WORK THIS AREA COORIDOR 112 A-2 FEC FEC FEC FEC A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 LIFE SAFETY G0.3 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 OCCUPANCY TABULATION PER 2015 IBC TABLE 1004.1.2 ROOM SQ FT PER OCCUPANT OCCUPANT LOAD NAME NUMBE R AREA CALCULATED LOGGIA 101 607 SF 100 7 MULTI-PURPOSE A 102 1315 SF 15 88 MULTI-PURPOSE B 103 1453 SF 15 97 AV/ ELEC.104 92 SF 300 1 PANTRY 105 54 SF 300 1 WARMING KITCHEN 106 286 SF 200 2 STORAGE 107 215 SF 300 1 SPRINKLER ROOM 108 59 SF 0 CORRIDOR 109 578 SF 100 6 OFFICE 110 100 SF 100 1 RECEPTION 111 115 SF 100 2 COORIDOR 112 505 SF STORAGE 113 83 SF 300 1 lT/ELEC.114 53 SF 300 1 CLASSROOM 115 347 SF 20 18 REC ROOM AREA 116 225 SF 50 5 COMPUTER LAB 117 304 SF 20 16 FITNESS AREA 118 285 SF 50 6 WOMEN 119 173 SF 0 MEN 120 174 SF 0 JANITOR 121 44 SF 0 OCCUPANCY TOTAL 253 EXIT SUMMARY - LEVEL 1 EXIT TYPE EXIT EXIT FACTOR WIDTH PROVIDED IN INCHES CAPACITY IN PERSONS EXIT 001 0.2 72" 360 EXIT 002 0.2 72" 360 EXIT 002 0.2 40" 200 EXIT 003 0.2 72" 360 EXIT AAA 0.2 44" 220 EXIT AAA 0.2 44" 220 EXIT AAA 0.2 44" 220 EXIT AAA 0.2 44" 220 EXIT AAA 0.2 44" 220 EXIT AAA 0.2 44" 220 EXIT AAA 0.2 44" 220 TOTAL EXIT CAPACITY 2820 SCALE:PLAN NORTH TRUE NORTH 1/8" = 1'-0"G0.3 1 LIFE SAFETY PLAN - FIRST FLOOR Revision Schedule # Description Date CONTROL / OPPOSITE WALL BACK WALL SEAT WALL BACK WALL PLAN TYP. SHOWER SPRAY UNIT W/ 59" MIN. HOSE, CONTROLS, FAUCET H.C. SEAT GRAB BAR SHOWER HEAD CLEAR AREA NOTE: SHOWER HEAD AND CONTROLS @ H.C. SHOWERS MUST BE @ OPPOSITE SIDE WALL FROM H.C. SHOWER SEATTRANSFER TYPE SHOWERS HI/LO DRINKING FOUNTAINS PLAN SIDE ELEVATION EQUIPMENT ALLOWED IN SHADED AREA IF MOUNTED MORE THAN 27" AFF, THE LEADING EDGE OF THE DRINKING FOUNTAIN CAN PROTRUDE A MAXIMUM OF 4 INCHES IN WALKS, CORRIDORS, PASSAGEWAYS, HALLS, OR AISLES. IF MOUNTED AT 27" AFF OR BELOW THE LEADING EDGE OF THE DRINKING FOUNTAIN CAN PROTRUDE ANY AMOUNT. STANDARD STALL DIMENSIONS FOR WALL HUNG TOILET STANDARD STALL DIMENSIONS FOR WALL HUNG TOILET AMBULATORY TOILET STALL DIMENSIONS LOCKER ROOM BENCH FRONT OF TOILET PLAN SIDE ELEVATION FLUSH HANDLE TO OPEN SIDE OF STALL / ROOM. TYP. FLUSH VALVE HANDLE MUST POINT TOWARD THE WIDE SIDE OF TOILET STALLS IN ALL CASES. COORDINATE W/ M.E.P. ALL PIPES ARE TO BE PROPERLY INSULATED OR LOCATED TO PREVENT CONTACT.LAV. MIRROR & SINK SIDE ELEVATION OF SINK / LAV. IN COUNTER FRONT ELEVATION OF LAV. IN COUNTER URINAL (FRONT)URINAL (SIDE)URINAL (PLAN) DIMENSION LESS THAN URINAL RIM XY IF X < 24", Y = 2'-6" IF X > 24", Y = 3'-0" SIGNAGE MOUNTING HEIGHTS MOUNTING LOCATION REQUIRED AT STRIKE SIDE OF DOOR; SIDELITE SIGNS TO BE DOUBLE, BLANK SIGN ON BACK SIDE OF GLASS RESTROOMS RESTROOMS LINE OF NEAREST SINGLE OR DOUBLE DOOR SWING OR PROTRUDING OBJECT ALTERNATE MOUNTING LOCATION WHERE STRIKE SIDE MOUNTING NOT POSSIBLE. (NEAREST ADJACENT WALL) HANDRAIL EXTENSIONS AND CLEARANCES - PLAN TOP OF RUN BOTTOM OF RUN HANDRAIL DETAILHANDRAIL EXTENSIONS AT TOP RUN HANDRAIL EXTENSIONS AT BOTTOM RUN MINIMUM USEABLE AND MAXIMUM NOSING DIMENSIONS 1/2" MAX. RADIUS NOTE: COORDINATE NOSING DEPTH W/ BUILDING CODE REQUIREMENTS HIGH AND LOW SIDE REACH OBSTRUCTED HIGH SIDE REACH UNOBSTRUCTED FORWARD REACH OBSTRUCTED HIGH FORWARD REACH UNOBSTRUCTED SIDE REACH DOOR THRESHOLD DETAIL NOTE: ALL DOORS IN ALCOVES MUST COMPLY WITH THE CLEARANCE NOTED FOR FRONT APPROACHES. GREATER THAN 0" MIN. DOORWAY DEPTH NOTE: X = 36" MIN IF Y = 60" MIN; X = 42" MIN. IF Y = 54" MIN. NOTE: Y = 54" MIN IF DOOR HAS CLOSER CLEAR WIDTH OF AN ACCESSIBLE ROUTE NOTE: IF CLOSER AND LATCH NOTE: 48" MIN. IF DOOR HAS BOTH LATCH AND CLOSER NOTE: Y = 48" MIN IF DOOR HAS A CLOSER MANEUVERING CLEARANCES AT ALCOVES CARPET PILE THICKNESS SPACE REQUIREMENTS TURNING SPACE WHEELCHAIR CLEAR FLOOR WHEELCHAIR CIRCULAR TURN 1. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS AND THE INFORMATION GIVEN ON THIS SHEET. 2. DO NOT SCALE THESE DRAWINGS. 3. DIMENSIONS INDICATED ARE THE MINIMUM CLEAR DIMENSIONS REQUIRED BY THE TEXAS ACCESSIBILITY STANDARDS (T.A.S.) 2012 EDITION. THE CONTRACTOR IS RESPONSIBLE FOR LAYOUT OF BUILDING ELEMENTS TO ASSURE THAT DIMENSIONS SHOWN ARE PROVIDED. 4. NOT ALL CONDITIONS SHOWN ON THIS SHEET MAY BE REQUIRED BY THIS PROJECT. COMPARE THE REQUIREMENTS OF THE ARCHITECTURAL DRAWINGS WITH THIS SHEET FOR RELEVANCE OF INFORMATION. 5. REFERENCE ACCESSIBLE DIMENSIONS LEGEND FOR ACCESSIBLE MOUNTING HEIGHTS OF ALL FIXTURES & ACCESSORIES LOCATED THROUGHOUT CONTRACT DOCUMENTS. 6. DIMENSIONS SHOWN ON INTERIOR ELEVATIONS AT WALLS ARE TO THE FINISHED SURFACE 7. ALL EXPOSED PIPE UNDER SINKS ARE TO BE WRAPPED OR PROTECTED. 8. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40" MAX. ABOVE THE FINISH FLOOR. MIRRORS NTO LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM OF THE REFLECTING SURFACE 35" MAX. ABOVE THE FINISH FLOOR. 9. PROVIDE WOOD BLOCKING AS NEEDED TO SECURE GRAB BARS AND SHOWER SEATS TO STUD FRAMING WALLS. ACCESSIBILITY GENERAL NOTES CL 38" MIN.48" MAX.33" - 36"FIXED POSITION SHOWER HEAD HOLDER 17" - 19"17" - 19"33" - 36"36" CLR.36" CLR.CLEAR AREA 20" MIN. 5" MAX.TO SPOUT 15" MIN. @ LO FOUNTAIN. 38" MIN. TO 43" MAX. @ HI FOUNTAIN MAX. 0' - 10"34" MAX.48" MAX.MIN. 2' - 6">10" - 24" MIN. 2' - 6"MAX. 0' - 10"15" MIN.48" MAX.1/2" MAX.WHEELCHAIR T-TURN24" MIN. 36" MIN. 60" MIN. 12" MIN. 36" MIN. 12" MIN. DOORS IN SERIES FRONT APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE FRONT APPROACH, PUSH SIDE HINGE APPROACH, PUSH SIDE 22" MIN. LATCH APPROACH, PULL SIDE LATCH APPROACH, PUSH SIDE MAX.1' - 3"MAX.2' - 0"4' - 0"2' - 6"2' - 6"4' - 0"3' - 0" MIN.> 2'-0"36" MIN. 32" MIN.MAX.2' - 0"MIN.4' - 0"MAX.2' - 0"MIRROR 6" MAX. 17" - 25"0' - 9" MIN.2' - 3" MIN.2' - 10" MAX.3' - 4" MAX.REF. 505.7.2 FOR NON- CIRCULAR GRIPPING SURFACES CHANGES IN LEVEL - THREE VARIATIONS 1 2 LOCKER ROOM BENCH PLAN BACK SUPPORT ATTACHED TO WALL OR BENCH 3' - 6" MIN. 72" MIN. 30"x48" CLEAR FLOOR SPACE MAY BE LOCATED ON EITHER SIDE20" - 24"BENCHMIN.1' - 8"0' - 2" MAX.20" - 24" 0' - 3" MAX.17" - 19"SEAT AND BACK NOT TO BE PADDED - NON-SLIP RESISTANT IN WET LOCATIONS 1/2" MAX.1/4" MAX.1 21/4" MAX.1/4" MAX.1 1/2" MIN.34" - 38" ABOVE STAIR, RAMP, OR WALKING SURFACE< 4"EDGE PROTECTION @ HANDRAILS M A X .3 0 .000° 11" MIN. 11" MIN.1 1/2" MAX. 1/2" MAX. RADIUS NOTE: 210.1 EXCEPTION 1: IN DETENTION AND CORRECTION FACILITIES, STAIRS NOT LOCATED IN PUBLIC USE AREAS SHALL NOT BE REQ'D TO COMPLY W/ SECTION 504, ACCESSIBLE STAIRWAYS EXTENSIONS MAY RETURN TO THE WALL, GUARD, OR LADING SURFACE OR CONTINUE TO ADJACENT STAIR TREAD WIDTH OF LESS THAN 27"12" MIN. 12" MIN.12" MIN.WIDTH OF TREADWIDTH OF TREADCL 30"x48" CLEAR FLOOR AREA PARALLEL APPROACH NOTE: ONLY ALLOWABLE WHEN KITCHEN IS NOT PROVIDED WITH A LOCK TOP OR CONVENTIONAL RANGE. 60" MIN.36" MIN.33" MIN.33" MIN. SIDE ENTRY SINGLE SPACEDOUBLE SPACE13 1/2" MIN.REF. URINAL PLAN 13 1/2" MIN.MAX.1' - 5"NOTE: ONE REQ'D TO BE ACCESSIBLE WHERE MORE THAN ONE IS PROVIDED IN A BATHROOM < 24" DEEP 2'-6" MIN. IF 36" MIN. IF > 24" DEEP 2' - 3"2' - 3"2' - 10" MAX.3' - 4" MAX.9" MIN.16" - 18"5' - 0" MIN.MIN. 2' - 8"56" MIN.42" MIN.CL MIN. 1' - 0"2' - 0" 3' - 0" 5' - 0" MIN. 2' - 8"3' - 6"MAX.1' - 0"54" MIN.WALL MOUNTED W.C.4' - 8" MIN.FLOOR MOUNTED W.C.4' - 11" MIN.17"-19" CLEAR 35"-37"42" MIN.3' - 6" MIN.1' - 0"60" MIN.AREA OFREFUGE CHARACTER48" MIN. TO LOWEST60" MAX.HEIGHT OF TACTILE CHARACTERS SPACES IN ASSEMBLY AREAS NOTE: SIDE BY SIDE WHEELCHAIRS (PAIRED) ARE NOT REQ'D 18" MIN.18" MIN. CL SINGLE DOOR CENTERED ON TACTILE CHARACTERS 18" MIN. CL DOUBLE DOORS W/ ONE INACTIVE LEAF18" MIN.18" MIN. CL DOUBLE DOORS 18" MIN.NOTE: WHERE THERE IS NO WALL SPACE TO THE RIGHT OF A SINGLE OR DOUBLE SWINGING DOOR, SIGNS ARE TO BE LOCATED TO THE NEAREST ADJACENT WALL. WALL MOUNTED TOILET CL 7" - 9"15" MIN.48" MAX.ZONE FOR ALL DISPENSERS T.P. DISPENSER 17" - 19"33" - 36"1'-3" FOR NON- ACCESSIBLE 1' - 5"48" MAX.STAIR & RAMP REQUIREMENTS REACH RANGES ACCESSIBLE ROUTE BENCHES WATER CLOSETS URINALS SINKS & LAVATORIES FLOOR MOUNTED TOILET CL 15" MIN.48" MAX.ZONE FOR ALL DISPENSERS T.P. DISPENSER 7" - 9"17" - 19"TO FLUSH CONTROL3'-8" MAX.33" - 36"KITCHEN SINK 48" MIN.FRONT/REAR ENTRY DOOR CLEARANCES FRONT APPROACHMIN.4' - 0"STOP / LATCH APPROACHMIN.3' - 6"24" MIN. POCKET / HINGE APPROACHMIN.3' - 6"22" MIN. RECESSED FRONT APPROACH, PULL SIDE 1' - 6"MIN.5' - 0">8"RECESSED FRONT APPROACH, PUSH SIDEMIN.4' - 0">8"RECESSED FRONT APPROACH, PUSH SIDE - CLOSER & LATCHMIN.4' - 0">8"MIN. 1' - 0"56" MIN.30" MIN.48" MIN.30"X48" CLEAR FLOOR SPACE 5' TURNING CIRCLE 60" MIN. SINGLE USER TOILET • LAVATORY NOT ALLOWED IN TOILET CLEAR FLOOR SPACE • TOILET & LAVATORY CLEAR FLOOR SPACE & TURNING CIRCLE CAN OVERLAP. • 603.2.3 EXCEPTION 2 - DOOR ALLOWED TO SWING INTO CLEAR FLOOR SPACE FOR ANY FIXTURE AS LONG AS 30X48 CLEAR FLOOR SPACE OF CHAIR IS NOT IN DOOR SWING. ONLY APPLIES TO TOILET OR BATHING ROOMS FOR SINGLE USE.> 15"60" MIN. GRAB BARS12" MIN.MIN.0' - 2"1 1/4" - 2"1 1/2" . PROTRUDING OBJECTS RECESSED OBJECTS33" - 36"4' - 0" MIN.MIN. 1' - 0" PROTRUDING OBJECTS ELEC. / COMM. OUTLET WALL SWITCH MOUNTING HEIGHTS LOBBY > 27"MAX. 0' - 4" NO LIMIT WHEN < 27" PAPER TOWEL DISPENSER/ WASTE RECEPTACLE PAPER TOWEL DISPENSER SOAP DISPENSER FIRE EXTINGUISHER CABINET/ AED CABINET CHARACTER48" MIN. TO LOWESTMAX. 0' - 4" 1' - 3" 1' - 6" 4' - 0" 1' - 0"3' - 0"1' - 6"2' - 6"4' - 0" 0' - 8" MIN.0' - 6" MAX.0' - 9" MAX.2' - 3" MAX.3' - 0" MAX.2' - 10" MAX.3' - 10" MAX.4' - 0" MAX.1' - 3" MAX.4' - 0" MAX.3' - 8"4'-0" FOR HORIZONTAL REACH <20">20" - 25" MAX. 3' - 0" MIN.44" MAX.2' - 6"4' - 0"2' - 10"3'-8" MAX.2'-6" CLR 2' - 6" 2' - 6"1' - 8" MAX.ø 5' - 0"1/2" MAX.4' - 0" MIN. 4' - 0" MIN. 4' - 0" MIN.1'-7" MAX.2' - 0" MIN.1'-5" MIN.2'-8" MIN.Y 3' - 6" MIN.5' - 0" MIN.1' - 6" MIN. X 2' - 0" MIN.Y 3' - 6" MIN.Y 4' - 0" MIN.X 2' - 0" MIN.6' - 8" MIN.48" MAX.15" TYP.3' - 4"3' - 8"U.N.O.3' - 8"4' - 0" MAX.4' - 0" MAX.1' - 0" MIN.1' - 0" MIN.34" MIN OR 38" MAX.1 1/4"-2" MAX.1 1/2" TYP. XYMIN. 2' - 8" A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 ACCESSIBILITY REQUIREMENTS G0.4 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 Revision Schedule # Description Date A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 COMCHECKS G0.5 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 Revision Schedule # Description Date Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECT & ENGINEERS TDLR # EABPRJB9800429 EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Revision Schedule #Description DateAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXAS02-06-2019 17190 CHRISTOPHER P. FRERICH LICENSE D 119266STATE OF TEX A S PROF ESSIONA L E N G INEER02/06/2019 ISSUED FOR PERMIT CWK RMS CPF C1.0 GENERAL NOTES DEMOLITION NOTES 1.ASPHALT AND CONCRETE THAT IS DEMOLISHED SHALL BE DISPOSED OF LEGALLY. 2.CONTRACTOR SHALL VERIFY BOTH THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES PRIOR TO DEMOLITION. 3.UTILITY RELOCATIONS OR REMOVALS SHALL BE COORDINATED WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO ANY DEMOLITION WORK BEING PERFORMED. NOTIFY UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO WORK. 4.UTILITY LINES, STRUCTURES, AND EQUIPMENT NOT SPECIFICALLY ADDRESSED IN THE PLANS SHALL BE CONSIDERED TO REMAIN IN PLACE. IN THE EVENT OF CONFLICTS WITH THE PROPOSED WORK, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. NO WORK SHALL PROCEED UNTIL CONFLICTS ARE RESOLVED. 5.ALL CURBS, SIDEWALKS, PARKING LOT PAVING, AND STRIPING NOT SHOWN TO BE REMOVED OR REPLACED SHALL BE REPAIRED IF DAMAGED. GENERAL NOTES 1.SITE TOPOGRAPHIC INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY J.E. THOMPSON, RPLS NO. 4857, ON JANUARY 30, 2018. 2.THE PLANS SHOW SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES AND/OR UTILITIES FROM FIELD LOCATION AND RECORD MAPPING, EXACT LOCATION OF WHICH MAY VARY FROM THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES IN THE AREA MAY BE DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN, AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL, OR BLAST, CALL TEXAS 811. 3.THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE ENGINEER. 4.THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT. 5.THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD A CONDITION AS BEFORE BEING DISTURBED AS DETERMINED BY THE ENGINEER. ANY DAMAGED TREES, SHRUBS, AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6.PRIOR TO COMMENCEMENT OF STORM AND/OR SANITARY SEWER CONSTRUCTION, CONTRACTOR IS TO VERIFY BOTH HORIZONTAL AND VERTICAL POSITION OF EXISTING SEWER AT CONNECTION POINT. CONTRACTOR IS TO CONSTRUCT GRAVITY LINES PROGRESSIVELY FROM DOWNSTREAM TO UPSTREAM; ANY EXCEPTIONS TO THIS MUST BE APPROVED BY THE ENGINEER. ANY GRADE DISCREPANCIES MUST BE BROUGHT TO THE ENGINEERS ATTENTION IMMEDIATELY. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. AND SHALL COMPLY WITH ALL REQUIRED PERMITS. 8.ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, STANDARDS, ORDINANCES, RULES, AND REGULATIONS. 9.ALL PROPOSED UTILITIES AND APPURTENANCES TO BE CONSTRUCTED IN COMPLIANCE WITH THE LOCAL MUNICIPALITIES' CODES AND REGULATIONS GOVERNING THE INSTALLATION OF SUCH UTILITIES. 10.ALL PLANS SHALL COMPLY WITH LOCAL AND/OR NCTCOG STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), OR BEST PRACTICES. 11.FIELD VERIFICATION AND ADJUSTMENTS ARE PERMISSIBLE WITH THE ENGINEER'S WRITTEN APPROVAL. 12.THE ENGINEER RESERVES THE RIGHT TO EXAMINE ANY WORK DONE ON THIS PROJECT AT ANY TIME TO DETERMINE THE CONFORMANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS OF THIS PROJECT, AS INTENDED AND INTERPRETED BY THE ENGINEER. 13.MISCELLANEOUS WORK NOT SPECIFICALLY SHOWN ON THE CONTRACT DRAWINGS SUCH AS PATCHING, BLOCKING, TRIMMING, ETC., SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE. 14.THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A TEXAS LICENSED LAND SURVEYOR. 15.IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND COORDINATE WORK WITH ALL OTHER CONTRACTS FOR THE SITE. 16.THE CONTRACTOR SHALL: A.VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES. B.EXAMINE THE SITE AND INCLUDE IN HIS WORK THE EFFECT OF ALL EXISTING CONDITIONS ON THE WORK. C.PROVIDE AND INSTALL ALL MATERIALS AND PERFORM ALL WORK IN ACCORDANCE WITH RECOGNIZED GOOD STANDARD PRACTICE. D.HOLD THE OWNER HARMLESS AGAINST ANY AND ALL CLAIMS ARISING FROM WORK DONE BY THE CONTRACTOR ON THE SITE. 15.ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE IN ACCORDANCE WITH THE LATEST REVISIONS OF OSHA REGULATIONS FOR CONSTRUCTION. SHEET PILING SHALL BE DESIGNED AND SEALED BY A LICENSED TEXAS PROFESSIONAL ENGINEER. 16.CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF WORK AND SHALL SUBMIT A DEWATERING PLAN DESIGNED AND SEALED BY A LICENSED TEXAS PROFESSIONAL ENGINEER. CONTRACTOR SHALL MAINTAIN EXISTING SITE DRAINAGE PATTERNS THROUGHOUT CONSTRUCTION UNLESS OTHERWISE SHOWN ON THE PLANS. 17.ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE COORDINATED WITH THE UTILITY OWNER. NOTIFY THE UTILITY OWNER 72 HOURS BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE. 18.CONSTRUCTION OF ALL PROPOSED UTILITIES MUST BEGIN AT ITS POINT OF CONNECTION TO THE EXISTING UTILITY OR AT THE LOWEST POINT IN THE SYSTEM. RIMS, GRATES, INVERTS, CLEARANCES, AND LOCATION AT CROSSINGS MUST BE VERIFIED PRIOR TO THE BEGINNING OF CONSTRUCTION. 19.MAINTAIN FLOW FOR ALL EXISTING UTILITIES. 20.ALL FRAMES/COVERS WITHIN PAVED AREAS SHALL HAVE THE TOPS SET FLUSH WITH THE EXISTING PAVEMENT GRADE. IN LANDSCAPED AREAS, ALL FRAMES SHALL BE 0.1' ABOVE GRADE. 21.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT. THE CONTRACTOR SHALL TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED-UP AS-BUILT PLANS FOR ALL UTILITIES SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES, AND INVERTS. AS-BUILT PLANS SHOWING ALL UNDERGROUND UTILITIES INSTALLED OR ENCOUNTERED SHALL BE REVIEWED BY THE OWNER AND HIS REPRESENTATIVES. THE CONTRACTOR SHALL PROVIDE ANY CORRECTION OR ADMISSIONS TO THE SATISFACTION OF THE OWNER AND HIS REPRESENTATIVES BEFORE UTILITIES WILL BE ACCEPTED. 22.TEMPORARY PAVEMENT SHALL BE PLACED WITHIN 48 HOURS OF COMPLETION OF EXCAVATION AND BACKFILL OPERATIONS WITHIN THE EXISTING PAVEMENT LIMITS. 23.CONTRACTOR SHALL MAINTAIN ALL TRAFFIC IN ALL AREAS IN ACCORDANCE WITH THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 24.ALL EXCAVATIONS SHALL BE BACKFILLED TO EXISTING GRADE AT THE END OF EACH WORK DAY. 25.CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE IMMEDIATELY REPAIRED BY CONTRACTOR AT THE CONTRACTOR'S EXPENSE. SITE NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY OF DENTON, DENTON COUNTY, AND TCEQ REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SIDEWALKS, EXIT PORCHES, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL DIMENSIONS AND RADII ARE TO THE BACK OF CURB OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 5.SITE BOUNDARY AND TOPOGRAPHY WERE TAKEN FROM A SURVEY PREPARED BY J.E. THOMPSON, RPLS NO. 4857, ON JANUARY 30, 2018. 6.CONTRACTOR SHALL COORDINATE UTILITY POLE RELOCATION WITH THE UTILITY COMPANY. 7.CONCRETE AND FLEXBASE SECTION DESIGNS WILL SUPPORT TYPICAL FIRE APPARATUS LOADS. CONSTRUCTION NOTES 1.BUILDING SILL ELEVATIONS AND SEWER INVERTS ARE APPROXIMATE AND SHOULD BE CONFIRMED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK. 2.THE MINIMUM SLOPE FOR SANITARY SEWER LATERALS SHALL BE 1% FOR 6" AND 2% FOR 4". 3.PROGRESSION OF WORK: IN GENERAL WORK SHALL PROCEED FROM THE DOWNSTREAM END OF A SEWER LINE SEGMENT TO THE UPSTREAM END OF THE SEGMENT. 4.THE MAXIMUM LENGTH OF OPEN TRENCH SHALL BE LIMITED TO NO MORE THAN THREE PIPE LENGTHS IN A SEWER SEGMENT. 5.THE MINIMUM TRENCH WIDTH SHOULD BE NO LESS THAN 24 INCHES OR ONE FOOT GREATER THAN OUTSIDE DIAMETER OF THE PIPE, WHICHEVER IS GREATER. 6.THE MINIMUM DEPTH OF COVER ABOVE THE TOP OF PIPE FOR WATER LINE INSTALLATIONS SHALL BE 4 FEET. 7.WATER MAINS AND SERVICES: LOCATIONS SHOWN ARE APPROXIMATE AND ARE INDICATED FOR GENERAL REFERENCE ONLY UNLESS OTHERWISE NOTED. 8.ALL EXISTING UNDERGROUND FEATURES SUCH AS SEPTIC TANKS, LEACH FIELDS, SANITARY SEWERS, ETC. ARE APPROXIMATE ONLY AND ARE INDICATED FOR GENERAL REFERENCE AND DESIGN UNLESS OTHERWISE NOTED. 9.WORK IN PRIVATE PROPERTY: THE CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM THE OWNER PRIOR TO BEGINNING WORK IN ANY PRIVATELY OWNED AREAS WHICH WILL REQUIRE EASEMENTS FOR CONSTRUCTION. SOIL PREPARATION AND GRADING NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND IS RESPONSIBLE FOR COSTS INCURRED BY PROCEEDING WITH ELEVATIONS OF EXISTING UTILITIES THAT DIFFER FROM THOSE PRESENTED ON THESE PLANS. DISCREPANCIES SHALL BE PRESENTED TO THE ENGINEER FOR REVIEW PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES, AGENCIES AND/OR ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2.THE SOIL BENEATH THE PAVEMENT SHALL BE TREATED AS FOLLOWS: A.REMOVE ALL VEGETATION, ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIALS. B.PERFORM ANY CUT OPERATIONS AS NEEDED AND PROOF ROLL THE PAVEMENT AREAS WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK. ANY AREAS WHICH RUT EXCESSIVELY OR PUMP SHALL BE UNDERCUT AND REPLACED WITH COMPACTED FILL. C.PERFORM ALL FILL OPERATIONS. ALL FILL SHALL BE INSTALLED IN MAXIMUM 6 INCH LIFTS AND COMPACTED TO AT LEAST 95% OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D 698 (STANDARD PROCTOR), AND WITHIN 2 TO 4 PERCENTAGE POINTS OVER ITS OPTIMUM MOISTURE CONTENT. D.DO NOT USE ANY SAND AS FILL UNDER THE PAVEMENT. E.ANY IMPORTED FILL SHALL BE SIMILAR TO THE ON SITE SOILS AND APPROVED BY EIKON CONSULTING GROUP. 3.SITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER FROM BUILDINGS. 4.REMOVE EXCESS SOILS FROM THE SITE AND LEGALLY DISPOSE OF THE SOILS. 5.GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPES SHALL BE WELL ROUNDED. THE CONTRACTOR IS RESPONSIBLE FOR POSITIVE SITE DRAINAGE. 6.ALL SITE EXCAVATION SHALL BE CONSIDERED UNCLASSIFIED EXCAVATION. 7.THE EXISTING GRADES AND CONTOURS SHOWN IN THESE PLANS REPRESENT THE ELEVATIONS AS INDICATED ON THE TOPOGRAPHIC SURVEY BY J.E. THOMPSON, RPLS NO. 4857, ON JANUARY 30, 2018. DUE TO MANY FACTORS INCLUDING POSSIBLE DISTURBANCE OF THE SOIL OR BENCH MARKS BY OTHER PARTIES AND THE EXPANSIVE/SHRINKAGE NATURE OF THE SOIL, THE ELEVATIONS MAY BE SIGNIFICANTLY DIFFERENT IN THE FUTURE (INCLUDING THE BENCH MARKS). NORMAL EQUIPMENT AND MEASUREMENT ACCURACIES SHOULD BE TAKEN INTO ACCOUNT WHEN USING THESE ELEVATIONS. REFER TO THE GEOTECHNICAL INVESTIGATION FOR THE GEOTECHNICAL RAMIFICATIONS. 8.ALL SLOPES IN UNPAVED AREAS SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 9.REFER TO THE GEOTECHNICAL REPORT FOR COMPLETE INFORMATION ON SOIL CHARACTERISTICS AND ANY OTHER RECOMMENDATIONS NOT CONTAINED HEREIN. PAVING NOTES 1.REFER TO GRADING PLAN FOR SOIL PREPARATION SPECIFICATIONS UNDER PAVEMENT. 2.CONCRETE FOR THE CONCRETE PAVEMENT SHALL HAVE A 28 DAY DESIGN COMPRESSIVE STRENGTH OF 3,600 PSI, A MINIMUM OF 5.5 SACKS OF PORTLAND CEMENT PER CUBIC YARD, 20% CLASS C FLYASH, 4% TO 6% AIR CONTENT USING AIR ENTRAINING AGENT AS REQUIRED, MID RANGE WATER REDUCING AGENT AND A 5-6” SLUMP. 3.CONCRETE FOR PRIVATE SIDEWALKS, CURBS, GUTTERS AND DRAINAGE STRUCTURES SHALL HAVE A 28 DAY DESIGN COMPRESSIVE STRENGTH OF 3,000 PSI, A MINIMUM OF 5 SACKS OF CEMENT PER CUBIC YARD, 4% TO 6% AIR CONTENT USING AIR ENTRAINING AGENT AS REQUIRED, 20% CLASS C FLYASH A 5-6 INCH SLUMP. REFER TO CITY OF DENTON AND/OR NCTCOG CONSTRUCTION SPECIFICATIONS FOR ALL PUBLIC IMPROVEMENTS. 4.THE MID RANGE WATER REDUCING AGENT ADMIXTURE CONFORMING TO ASTM C-494, TYPE A OR D SHALL BE CHOSEN FROM ONE OF THE FOLLOWING (OR APPROVED EQUAL): EUCON X-20 OR EUCON MR BY EUCLID SIKAMENT NL BY SIKA PLASTIMIX MR BY PROMIX TECHNOLOGIES MIRA 85 BY W.R.GRACE AND CO. POLYHEED 1020 BY DEGUSSA ADMIXTURES THE AMOUNT OF MID RANGE WATER REDUCER SHALL BE AS RECOMMENDED BY THE ADMIXTURE SUPPLIER TO INCREASE THE SLUMP OF THE CONCRETE BY 50 PERCENT OVER THE SLUMP WITHOUT THE ADMIXTURE. THE SLUMP GIVEN IN THE CONCRETE NOTES ARE AT THE POINT OF DISCHARGE. 5.IF THE AIR TEMPERATURE IS GREATER THAN 90 DEGREES WITHIN 24 HOURS AFTER PLACEMENT, HOT WEATHER CONCRETE PROCEDURES SHALL BE USED. THE CONTRACTOR SHALL SUBMIT A PROCEDURE TO THE ENGINEER FOR APPROVAL. THESE PROCEDURES MAY INCLUDE THE FOLLOWING: A.PLACING THE CONCRETE IN THE EARLY MORNING HOURS B.THE USE OF EVAPORATION REDUCER (SEE BELOW) C.THE USE OF MISTING AS A CURING METHOD D.THE USE OF WET BLANKETS AS A CURING METHOD E.THE USE OF A RETARDING ADMIXTURE (NOT PREFERRABLE) 6.ANY CONCRETE TO BE PLACED FURTHER THAN 16 FEET FROM THE END OF A CONCRETE TRUCK SHALL BE PUMPED WITH A COMMERCIAL CONCRETE PUMPING TRUCK OR OTHER PLACEMENT METHOD APPROVED BY THE ENGINEER. THE CONCRETE TRUCK SHALL NOT BE ALLOWED TO DRIVE OVER THE SUBGRADE OR THE PAVEMENT REINFORCEMENT UNLESS APPROVED BY THE ENGINEER. 7.REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO A.S.T.M. A-615 GRADE 60. 8.REINFORCING BARS, BAR SUPPORTS, AND SPACERS SHALL BE DETAILED AND PROVIDED IN ACCORDANCE WITH THE A.C.I. DETAILING MANUAL. CHAIRS SHALL NOT BE PLACED FURTHER THAN 4 FEET APART. BAR SUPPORTS SHALL BE THE FOLLOWING DAYTON/RICHMOND PRODUCTS (800-745-3703) OR EQUAL: A.AT CONCRETE PAVEMENT: (CONCRETE THICKNESS MINUS 1 1/2 INCHES) HIGH, TYPE R21, OR TYPE BBP 9.MASTER BUILDERS CONFILM OR EUCOBAR EVAPORATION REDUCERS SHALL BE USED AFTER EACH FINISHING OPERATION ON THE CAST-IN-PLACE CONCRETE PAVEMENT UNLESS PRIOR APPROVAL FROM THE ENGINEER HAS BEEN OBTAINED TO NOT USE THIS PRODUCT. 10.SAWCUTS IN CONCRETE PAVEMENT SHALL BE MADE AS SOON AS THE CONCRETE IS OF SUFFICIENT STRENGTH TO SAW WITHOUT RAVELING THE AGGREGATE. ANY TIME LAPSE GREATER THAN 8 HOURS AFTER PLACING THE CONCRETE SHALL BE PERMITTED ONLY IF APPROVED BY THE ENGINEER. 11.NO PIPING OR CONDUITS SHALL BE INSTALLED IN ANY CONCRETE WITHOUT THE APPROVAL OF THE ENGINEER. 12.PAVING CONTRACTOR IS RESPONSIBLE FOR ALL LAY DOWN CURBS AT INTERSECTIONS WHERE BARRIER FREE RAMPS ARE TO BE CONSTRUCTED. 13.THE CONTRACTOR SHALL PROVIDE, CONSTRUCT AND MAINTAIN BARRICADES AND SIGNS IN ACCORDANCE WITH THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 14.SAWCUTS SHALL HAVE A MAXIMUM SPACING OF 15' EACH WAY. 15.EXPANSION JOINTS SHALL BE SMOOTH DOWEL JOINTS WITH THE PAVEMENT THICKNESS INCREASED BY 25%. ONE END OF DOWELS TO BE GREASED AND CAPPED AND USE 1” EXPANSION JOINT MATERIAL IN THE JOINT. REDWOOD OR OTHER RIGID MATERIAL SHOULD BE AVOIDED. SPACE EXPANSION JOINTS BETWEEN 80' AND 100' APART AND AT ALL LOCATIONS IN WHICH LARGE PAVEMENT SECTIONS INTERSECT SMALLER SECTIONS. 16.ALL JOINTS & SAWCUTS MUST BE SEALED WITH A BITUMINOUS JOINT SEALANT OR APPROVED EQUAL. 17.IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO ACQUIRE ALL NECESSARY PERMITS FROM THE CITY OF GAINESVILLE BEFORE CONSTRUCTION WITHIN CITY RIGHT-OF-WAY. 18.ALL DIMENSIONS ARE TO BACK OF CURB, UNLESS OTHERWISE NOTED. 19.GREASE TRAPS, MANHOLES, AND VALVE COVERS IN PAVED AREAS SHALL BE TRAFFIC BEARING AND RIM ELEVATIONS SHALL MATCH FINAL PAVING ELEVATION. SITE UTILITY NOTES 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2.ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF DENTON PUBLIC WORKS SPECIFICATIONS AND/OR NCTCOG STANDARDS. 3.THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL THE MATERIALS AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED BY THE CITY INSPECTOR PRIOR TO BEING COVERED. 4.ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS AND REQUIREMENTS. 5.THE SITE UTILITY CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE COMMUNITY WATER CO. FOR THE CONNECTIONS TO THE EXISTING WATER MAIN. 6.THE CONTRACTOR SHALL ADJUST THE LOCATION OF THE PROPOSED WATER LINES AS REQUIRED TO AVOID CONFLICTS WITH THE OTHER UTILITIES. 7.THRUST BLOCKS SHALL BE PROVIDED AT ALL TEES, ELBOWS AND BENDS, AND WILL BE OF SUFFICIENT SIZE TO COMPLY WITH CITY STANDARDS FOR EXISTING SOIL CONDITIONS. 8.ALL FIRE PROTECTIONS MATERIAL SHALL BE U.L. LISTED, FACTORY MUTUAL APPROVED, AND NFPA STANDARDS, UNLESS OTHERWISE DIRECTED BY THE PROJECT MANAGER. 9.THE LOCATION (HORIZONTAL & VERTICAL) OF ALL UTILITY LEAD-INS TO THE BUILDING SHALL BE VERIFIED WITH THE BUILDING MECHANICAL PLANS. 10.MATCH ALL MANHOLES AND VAULTS WITH PROPOSED GROUND ELEVATIONS. 11.UNDERGROUND TELEPHONE LINE SHALL BE WITHIN 3” OF CONDUIT, BURIED A MINIMUM OF 24”, AND TERMINATING AT RIGHT-OF-WAY WITH PULL STRING AND FLAG. 12.CONTRACTOR TO PROVIDE CONDUIT AND CONDUCTORS FROM BUILDING TO POLE AND COORDINATE WITH UTILITY PROVIDER FOR CONNECTION. 13.CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 14.ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 15.WATER & SANITARY SEWER UTILITIES SHALL BE KEPT TEN FEET (10') APART (PARALLEL) OR WHEN CROSSING 24” VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE, UNLESS OTHERWISE NOTED.) 16.LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 17.TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS WITH WATER TIGHT LIDS. 18.ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM 28-DAY COMPRESSION STRENGTH AT 3000 P.S.I. 19.CONTRACTOR SHALL MAINTAIN A MINIMUM OF 48” COVER BELOW FINISHED GRADE ON ALL WATERLINES. 20.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE IN POSSESSION BEFORE THE FINAL CONNECTION OF SERVICE. 21.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 22.ACTUAL ROUTING OF ELECTRICAL SERVICE FROM THE EXISTING TRANSFORMER IS TO BE COORDINATED WITH THE ELECTRICAL UTILITY. 23.ACTUAL ROUTING OF GAS SERVICE FROM THE EXISTING GAS LINE TO THE TERMINUS POINT TO THE BUILDING IS TO BE COORDINATED WITH THE GAS UTILITY. 24.ACTUAL ROUTING OF TELEPHONE SERVICE FROM THE EXISTING TELEPHONE LINE TO THE BUILDING IS TO BE COORDINATED WITH THE TELEPHONE UTILITY. 25.IN THE EVENT OF VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOIST AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 24” CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR A21.11 (AWWA C-151) (CLASS 50). 26.CONTRACTOR SHALL COORDINATE UTILITY POLE RELOCATION WITH THE UTILITY COMPANY. 27.OWNER/CONTRACTOR SHALL COORDINATE WITH THE CITY FIRE MARSHALL TO PROVIDE ANY ADDITIONAL FIRE SAFETY FEATURES, INCLUDING FIRE HYDRANTS, NOT SHOWN AND NOTIFY ENGINEER OF CHANGES. EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO EXCAVATING. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON THE INFORMATION AND DATA FURNISHED BY THE OWNERS OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPEARANCES OBSERVED IN THE FIELD. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES, FOR COORDINATION OF THE WORK WITH THE OWNERS OF SUCH UNDERGROUND FACILITIES DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK, THE COST OF ALL OF WHICH WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2. EROSION CONTROL MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, OR IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RISK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT, ALL CHANNELS, DRAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL MEASURES. 3. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES. (INCLUDING STORM WATER POLLUTION PREVENTION PLAN.) THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED TPDES SWPPP DRAWINGS DURING CONSTRUCTION OPERATIONS. 4. PRIOR TO COMMENCING ANY CONSTRUCTION, A CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE SHALL BE INSTALLED AT THE LOCATIONS SHOWN, OR AS DESCRIBED IN THE SWPPP. 5. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION CONTROL SYSTEM DESCRIBED WITHIN THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDENT UPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVEN AND/OR AS DEEMED NECESSARY AS A RESULT OF ON-SITE INSPECTIONS BY THE OWNER, THEIR REPRESENTATIVES OR THE JURISDICTIONAL AUTHORITIES. THESE ADDITIONAL MEASURES SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT IS THE CONTRACTOR'S ULTIMATE RESPONSIBILITY TO ASSURE THAT THE STORM WATER DISCHARGE FROM THE SITE DOES NOT EXCEED THE TOLERANCES ESTABLISHED BY ANY OF THE JURISDICTIONAL AUTHORITIES. 6. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 7. AS INLETS ARE COMPLETED, TEMPORARY SEDIMENT BARRIERS SHALL BE INSTALLED. 8. AT THE COMPLETION OF THE PAVING AND FINAL GRADING, THE DISTURBED AREA(S) SHALL BE REVEGETATED IN ACCORDANCE WITH THE SWPPP. 9.THE SPECIFIC PLANT MATERIALS PROPOSED TO PROTECT FILL AND EXCAVATED SLOPES SHALL BE AS INDICATED WITHIN THE SWPPP. PLANT MATERIALS MUST BE SUITABLE FOR USE UNDER LOCAL CLIMATE AND SOIL CONDITIONS. IN GENERAL, HYDROSEEDING OR SODDING BERMUDA GRASS IS ACCEPTABLE DURING THE SUMMER MONTHS (MAY 1 TO AUGUST 30). WINTER RYE OR FESCUE GRASS MAY BE PLANTED DURING TIMES OTHER THAN THE SUMMER MONTHS AS A TEMPORARY MEASURE UNTIL SUCHTIME AS THE PERMANENT PLANTING CAN BE MADE. 10. SILT FENCE AND INLET SEDIMENT BARRIERS SHALL REMAIN IN PLACE UNTIL REVEGETATION HAS BEEN COMPLETED. 11. DISTURBED AREAS THAT ARE SEEDED OR SODDED SHALL BE CHECKED PERIODICALLY TO SEE THAT GRASS COVERAGE IS PROPERLY MAINTAINED. DISTURBED AREAS SHALL BE WATERED, FERTILIZED, AND RESEEDED OR RESODDED, IF NECESSARY. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. 12. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASIN BEFORE IT IS 50% FULL, IF IMPLEMENTED BY THE SWPPP. 13. FREQUENT INSPECTIONS OF THE SILT FENCE SHALL BE MADE. ALL REPAIRS OR REPLACEMENTS SHALL BE MADE IMMEDIATELY. 14. THE CONTRACTOR SHALL INSPECT HIS STABILIZATION AND EROSION CONTROL MEASURES AT MINIMUM OF ONCE EVERY 14 DAYS, AND WITHIN 24 HOURS OF ANY STORM EVENT GREATER THAN 0.5 INCHES. THE CONTRACTOR SHALL REPAIR INADEQUACIES REVEALED BY THE INSPECTION BEFORE THE NEXT STORM EVENT AND SHALL MODIFY HIS SWP3 WITHIN 7 DAYS OF THE INSPECTION. ACCUMULATED SILT SHALL BE REMOVED AND DISPOSED OF WHEN IT REACHES A DEPTH OF SIX (6) INCHES. 15. CONTRACTOR SHOULD ATTAIN A 75% BERMUDA COVERING BY SEEDING OR SODDING OVER ALL AFFECTED CONSTRUCTION AREAS BEFORE EROSION CONTROL CAN BE REMOVED. 16. CONTRACTOR IS RESPONSIBLE FOR PREPARING, FILING, & MAINTAINING THE SWPPP & THE NOI. 17. WHERE SILT FENCE CAN NOT BE USED, THE CONTRACTOR MAY SUBSTITUTE WITH THE FOLLOWING: -TRIANGULAR SEDIMENT FILTER DIKE PER NCTCOG SPEC 1050A -"TEXAS POWER MULCH" MULCH FILLED FILTER SOCK 18. THE CONTRACTOR SHALL REFER TO EROSION CONTROL NARRATIVE AND SWPPP COORDINATION/INVESTIGATION DOCUMENTATION PROVIDED BY OTHERS FOR APPROPRIATE EROSION CONTROL MEASURES AND PROCEDURES FOR THIS PROJECT. 1018 102030.27'29.29' 15.14'24.64' 15' 31.12' 31.43' 617 617 617 617 617 617617617617616 616616616 616616616616616 616 616 616 616 616 616 616614614613613615615 615 61561 5 615 APPROXIMATE LIMITS OF 100YEAR FLOODPLAIN LOT 1R BLOCK 7 3.565 ACRES S 89°54'29" E - 158.45'N 0°37'23" W - 40.99'N 14°10'47" W - 54.90'S 1°42'34" W - 92.96'N 89°34'50" E - 335.54'S 0°08'16" E - 306.93'S 89°34'28" W - 344.95'S 89°34'28" W - 117.98'N 1°53'26" W - 179.97'N 1°53'26" W - 127.10'S 89°34'09" W - 5.00'LAKEY STREET(VARIABLE WIDTH RIGHT-OF-WAY)WILSON STREET (VARIABLE WIDTH RIGHT-OF-WAY)20.35'46.8'26.45'32.5'20.34'20.67'26.61'20.67'19.95'26.63'45.23'32.5'26.74'18'29.73' 29.94' 18.59' 34.05' 32.5' 18.14' 17.38' 32.5' 33.41' 12.15' 29.04' 32.5' 35.69' 10' B.S. 10' B.S. 20' B.S. 20' B.S.6' B.S.6' B.S.10' B.S.10' B.S.10' B .S .10' B .S . 1016 ACACACACACPROPOSED ONE STORYBRICK BUILDING FF ELEV-616.31' 12 79 INSTALL ±262 LF OF SILT FENCE INSTALL 10' x 10' CONCRETE WASHOUT 10 C7.1 4 C7.2 2 C7.2 INSTALL INLET PROTECTION INSTALL INLET PROTECTION 20 C7.2 20 C7.2 INSTALL TREE PROTECTION 12 C7.2 INSTALL INLET PROTECTION 14 C7.2 INSTALL INLET PROTECTION 14 C7.2 INSTALL 20' x 50' (MIN) TEMPORARY STABILIZED CONSTRUCTION FENCE 2 C7.2 STAGING AREA INSTALL ±855 LF OF TEMPORARY CONSTRUCTION FENCE ARTIFICIAL LOT LINES Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECT & ENGINEERS TDLR # EABPRJB9800429 EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Revision Schedule #Description DateAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXAS05-10-2019 17190 CHRISTOPHER P. FRERICH LICENSED 119266STATE OF TEX A S PRO F ESSIONAL E N G INEER05/10/2019 ISSUED FOR PERMIT CWK RMS CPF C2.0 RECOMMENDED INITIAL EROSION CONTROL PLAN !!!CAUTION EXISTING UTILITIES !!! EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE THE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. !!!CAUTION!!! 48 HOURS BEFORE YOU DIG CALL TEXAS 811 EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC LINE BUILDING SETBACK PROPOSED WATER LINE EXISTING UNDERGROUND TELEPHONE LINE PROPOSED ASPHALT PAVEMENT EXISTING CONCRETE PAVEMENT EXISTING UNDERGROUND ELECTRIC LINE M PROPOSED MANHOLE EXISTING POWER POLE PROPOSED CONCRETE PAVEMENT PROPOSED SIDEWALK EXISTING WATER LINE ADJACENT PROPERTY LINE EASEMENT PROPERTY LINE EXISTING ASPHALT PAVEMENT PROPOSED SANITARY SEWER LINE EXISTING TREE TO REMAIN EXISTING SANITARY SEWER LINE EXISTING UNDERGROUND CABLE LINE M PROPOSED FIRE HYDRANT PROPOSED GATE VALVE PROPOSED WATER METER EXISTING FIRE HYDRANT EXISTING GATE VALVE EXISTING WATER METER EXISTING MANHOLE EXISTING STORM SEWER LINE PROPOSED STORM SEWER LINE STABILIZED CONSTRUCTION ENTRANCE SEDIMENT CONTROL BARRIER SILT FENCE LEGEND - EROSION CONTROL PLAN SCALE:1" = 30' RECOMMENDED INITIAL EROSION CONTROL PLAN1 C2.0 ROCK CHECK DAM Feet 0 30 60 1 1 City Comments 05/10/2019 1018 1020 1022 1014 30.27'29.29'15.14'24.64'15' 31.12' 31.43' RIM ELEV-616.66' 8" FL E-611.95' "X" CUT SET "X" CUT SET PK NAIL SET CIRS AC PAD TBM 1-PK NAIL ELEV-616.53' TBM 2-PK NAIL ELEV-616.05' 617 617 617 617 617 617 617617617616 616616616616616616616616 61 6 616 616616614613613615 615615 5' R.O.W. DEDICATION CAB. U, PG. 733 POINT OF BEGINNING LOT 1R BLOCK 7 3.565 ACRES S 89°34'28" W - 117.98'N 1°53'26" W - 179.97'S 89°34'09" W - 5.00' APPROXIMATE CENTER LINELAKEY STREET(VARIABLE WIDTH RIGHT-OF-WAY)WILSON STREET (VARIABLE WIDTH RIGHT-OF-WAY)26.61'20.67'19.95'26.63'45.23'32.5'26.74'18'34.05' EXISTING ONE STORY BRICK BUILDING TO REMAIN FF ELEV-616.31' EXISTING ONE STORY BRICK BUILDING TO BE REMOVED FF ELEV-616.44' 46.7'70.6'46.7'70.6'73.6'34'73.6'34'0.065 ACRE R.O.W. DEDICATION (BY REPLAT) 20' B.S.10' B.S.1016 DEMOLISH EXISTING BUILDING AND FOUNDATION REMOVE ±29 LF OF EXISTING FENCE REMOVE ±667 SF OF EXISTING CONCRETE REMOVE EXISTING BUILDING CANOPY REMOVE EXISTING AC PAD REMOVE EXISTING FLAG POLE REMOVE EXISTING BUILDING CANOPY REMOVE ±282 SF OF EXISTING CONCRETE PROTECT EXISTING BUILDING (SEE ARCHITECTURE) REMOVE ±1870 SF OF EXISTING CONCRETE SIDEWALK, CURB & RAMP EXISTING BARRIER FREE RAMP TO REMAIN DEMOLISH 674 SF OF EXISTING SIDEWALK DEMOLISH EXISTING SIGN REMOVE STRIPING ELECTRIC POLE TO BE RELOCATED BY OTHERS ADA SIGNS TO BE REMOVED AND RELOCATED REMOVE ±25 SF OF EXISTING CONCRETE REMOVE ±42 LF OF EXISTING FENCE SAWCUT & REMOVE ±270 SF OF EXISTING ASPHALT AND CONCRETE CHANNEL INSTALL ±855 LF OF TEMPORARY CONSTRUCTION FENCE EXISTING TREE TO REMAIN REMOVE EXISTING TREE SAWCUT & REMOVE ±1000 SF OF EXISTING ASPHALT AND CONCRETE CHANNEL REMOVE EXISTING TREES Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECT & ENGINEERS TDLR # EABPRJB9800429 EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Revision Schedule #Description DateAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXAS05-10-2019 17190 CHRISTOPHER P. FRERICH LICENSED 119266STATE OF TEX A S PRO F ESSIONAL E N G INEER05/10/2019 ISSUED FOR PERMIT CWK RMS CPF C3.0 EXISTING CONDITIONS & DEMOLITION PLAN !!!CAUTION EXISTING UTILITIES !!! EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE THE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. !!!CAUTION!!! 48 HOURS BEFORE YOU DIG CALL TEXAS 811 SCALE:1" = 10' EXISTING CONDITIONS & DEMOLITION PLAN1 C3.0 EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC LINE BUILDING SETBACK EXISTING UNDERGROUND TELEPHONE LINE EXISTING CONCRETE PAVEMENT EXISTING UNDERGROUND ELECTRIC LINE M EXISTING POWER POLE EXISTING TO BE REMOVED EXISTING WATER LINE ADJACENT PROPERTY LINE EASEMENT PROPERTY LINE EXISTING ASPHALT PAVEMENT EXISTING TREE TO REMAIN EXISTING SANITARY SEWER LINE EXISTING UNDERGROUND CABLE LINE EXISTING FIRE HYDRANT EXISTING GATE VALVE EXISTING WATER METER EXISTING MANHOLE EXISTING STORM SEWER LINE EXISTING TREE TO BE REMOVED EXISTING TO BE REMOVED NOTES: 1. REFERENCE ARCHITECTURE PLANS FOR BUILDING DEMOLITION LEGEND - EXISTING CONDITIONS & DEMOLITION PLAN Feet 0 10 20 1 City Comments 05/10/2019 1 1012 1022 1014 RIM ELEV-616.66' 8" FL E-611.95' "X" CUT SET PK NAIL SET CIRS TBM 1-PK NAIL ELEV-616.53' TBM 2-PK NAIL ELEV-616.05' 5' R.O.W. DEDICATION CAB. U, PG. 733 POINT OF BEGINNING LOT 1R BLOCK 7 3.565 ACRES S 89°34'28" W - 117.98'N 1°53'26" W - 179.97'S 89°34'09" W - 5.00' APPROXIMATE CENTER LINELAKEY STREET(VARIABLE WIDTH RIGHT-OF-WAY)WILSON STREET (VARIABLE WIDTH RIGHT-OF-WAY) EXISTING ONE STORY BRICK BUILDING TO REMAIN FF ELEV-616.31' 46.7'70.6'46.7'70.6'0.065 ACRE R.O.W. DEDICATION (BY REPLAT) 20' B.S.10' B.S.ACACACACACPROPOSED ONE STORY BRICK BUILDING FF ELEV-616.31' 9 26.76'5'24.79'12.41' R200' 2'19.34'6.38' 32.58' 79.03'3.39'7.77'4.3'17.83'9.99'4.5'4.5'INSTALL RETAINING WALL INSTALL BARRIER FREE RAMPS 10 C7.0 PROPOSED 6" CURB & GUTTER 4 C7.1 5.99'17.5'8'17.63'8.55'8' 8' 13.06'32.59'24.67'44.46'14.22'12 . 32 ' 64.78'10'6.74'3'13.83'3'34.7'3.61'5.67'3.66'25'INSTALL HANDRAIL (SEE ARCH) INSTALL HANDRAIL (SEE ARCH) INSTALL ±70 LF LANDSCAPE WALL 32.68' PROPOSED GAS SERVICE PROPOSED ELECTRIC SERVICE PROPOSED FLAG POLE PROPOSED 6" SEWER SERVICE PROPOSED 6" FIRE SERVICE PROPOSED HANDICAP PARKING STRIPING 13 C7.0 PROPOSED HANDICAP PARKING SIGN 6 C7.0 2 C7.1 PROPOSED STORM DRAIN OUTFALL PROPOSED TRENCH DRAIN PROPOSED 10" STORM DRAIN16.07'MASONRY DUMPSTER ENCLOSURE WITH SCREENING GATES 19.84' 4.47 '117.62'21.26' 7. 2 3 ' 6.5' 6'4' 29.06'31.17'21'10'6'19'3.35'3.85'14.53'8'4.76'6.76' 6.06' 6.5' 29.39' 19.17'10'8'6.03'2.69' 2 0 . 1 6 ' R30' R30'1.51'2 3 . 1 2 '3.53'52.56' 3. 3 8 ' R2'R2' 1 C7.3 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECT & ENGINEERS TDLR # EABPRJB9800429 EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Revision Schedule #Description DateAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXAS05-10-2019 17190 CHRISTOPHER P. FRERICH LICENSED 119266STATE OF TEX A S PRO F ESSIONAL E N G INEER05/10/2019 ISSUED FOR PERMIT CWK RMS CPF C4.0 SITE PLAN WITH DIMENSIONAL CONTROL !!!CAUTION EXISTING UTILITIES !!! EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE THE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. !!!CAUTION!!! 48 HOURS BEFORE YOU DIG CALL TEXAS 811 SCALE:1" = 10' SITE PLAN WITH DIMENSIONAL CONTROL1 C4.0 EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC LINE BUILDING SETBACK FIRE LANE STRIPING PROPOSED WATER LINE EXISTING UNDERGROUND TELEPHONE LINE PROPOSED ASPHALT PAVEMENT EXISTING CONCRETE PAVEMENT EXISTING UNDERGROUND ELECTRIC LINE M PROPOSED MANHOLE EXISTING POWER POLE PROPOSED CONCRETE PAVEMENT PROPOSED SIDEWALK EXISTING WATER LINE ADJACENT PROPERTY LINE EASEMENT PROPERTY LINE EXISTING ASPHALT PAVEMENT PROPOSED SANITARY SEWER LINE EXISTING TREE TO REMAIN EXISTING SANITARY SEWER LINE EXISTING UNDERGROUND CABLE LINE M PROPOSED FIRE HYDRANT PROPOSED GATE VALVE PROPOSED WATER METER EXISTING FIRE HYDRANT EXISTING GATE VALVE EXISTING WATER METER EXISTING MANHOLE EXISTING STORM SEWER LINE PROPOSED STORM SEWER LINE LEGEND - SITE PLAN Feet 0 10 20 1 1 1 1 City Comments 05/10/2019 1012 1022 1014 30.27'29.29'15.14'24.64'15' 31.12' 31.43' "X" CUT SET PK NAIL SET CIRS TBM 1-PK NAIL ELEV-616.53' TBM 2-PK NAIL ELEV-616.05' 617 617 617617617616 616616616616616616616616 61 6 616 616616614613613615 615 5' R.O.W. DEDICATION CAB. U, PG. 733 POINT OF BEGINNING LOT 1R BLOCK 7 3.565 ACRES S 89°34'28" W - 117.98'N 1°53'26" W - 179.97'S 89°34'09" W - 5.00' APPROXIMATE CENTER LINELAKEY STREET(VARIABLE WIDTH RIGHT-OF-WAY)WILSON STREET (VARIABLE WIDTH RIGHT-OF-WAY)26.61'20.67'19.95'26.63'45.23'32.5'26.74'18'34.05' EXISTING ONE STORY BRICK BUILDING TO REMAIN FF ELEV-616.31' 46.7'70.6'46.7'70.6'0.065 ACRE R.O.W. DEDICATION (BY REPLAT) 20' B.S.10' B.S.ACACACACACPROPOSED ONE STORY BRICK BUILDING FF ELEV-616.31' 9 TP 613.25 TP 613.94 TP 613.80 ME 615.8±ME 615.7± ME 615.1± ME 615.0±ME 616.3± ME 616.3± SEE DETAILED GRADING PLAN 1 C5.1 EXISTING BARRIER FREE RAMP TO REMAIN TP 615.87 TP 615.93 TP 616.68 TP 617.28 ME 616.9± ME 617.1± TP 616.31 TP 616.02 TP 616.07 TP 616.20 TP 616.22 TP 616.28 ME 613.5± ME 613.5± ME 613.4± TP 616.27 TP 616.28 TW 616.17 TW 615.83 TC 615.86 BW 613.50 BW 614.34 BW 615.86 4" THICK 3,000 PSI CONC PAVEMENT REINF WITH #3 AT 18" OC EW OVER SCARIFIED & COMPACTED SUBGRADE EJEJ EJ EJ EJ EJ EJEJEJEJEJEJEJEJEJ 3 C7.0 3 C7.0 4 C7.0 17 C7.0 14 C7.0 15 C7.0 4" THICK 3,000 PSI CONC PAVEMENT REINF WITH #3 AT 18" OC EW OVER SCARIFIED & COMPACTED SUBGRADE EJ EJ EJEJEJEJEJEJ TP 617.09 TP 616.85 TP 616.75 TP 616.81 TP 616.64TP 616.58 TP 616.54 TP 616.78 TP 616.64 TP 616.46 TP 616.37 TP 616.12 TP 616.25 TP 616.57 TP 616.40 G 616.59 G 616.35 G 616.25 G 616.31 G 616.14G 616.08 G 616.04 G 615.90 G 615.62 ME 615.7± ME 616.1± ME 616.5± ME 616.1± G 616.00 G 615.87 G 616.14 G 616.28 TS 615.48 TS 615.43 TS 616.14 ME 616.4± ME 616.5± ME 615.8± ME 614.2± ME 613.5±ME 613.5± ME 613.8± ME 614.1± ME 615.1± ME 615.2± ME 615.2± ME 614.3± TC 616.63 TS 616.67 TS 616.59 G 616.13 ME 616.1± 7"THICK 3,500 PSI CONC PAVEMENT REINF WITH #3 AT 18" OC EW OVER SCARIFIED & COMPACTED SUBGRADE 5 C7.1 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECT & ENGINEERS TDLR # EABPRJB9800429 EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Revision Schedule #Description DateAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXAS05-10-2019 17190 CHRISTOPHER P. FRERICH LICENSED 119266STATE OF TEX A S PRO F ESSIONAL E N G INEER05/10/2019 ISSUED FOR PERMIT CWK RMS CPF C5.0 OVERALL GRADING & PAVING PLAN !!!CAUTION EXISTING UTILITIES !!! EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE THE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. !!!CAUTION!!! 48 HOURS BEFORE YOU DIG CALL TEXAS 811 SCALE:1" = 10' OVERALL GRADING & PAVING PLAN1 C5.0 EXISTING WATER LINE EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC LINE ADJACENT PROPERTY LINE BUILDING SETBACK EASEMENT PROPERTY LINE EXISTING CONTOUR EXISTING SANITARY SEWER LINE EXISTING UNDERGROUND TELEPHONE LINE EXISTING UNDERGROUND CABLE LINE PROPOSED CONTOUR ACCESSIBLE ROUTE 100 EXISTING UNDERGROUND ELECTRIC LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER LINE EXISTING STORM SEWER LINE TOP OF SIDEWALK ELEVATION TOP OF PAVEMENT ELEVATION TOP OF CURB ELEVATION GUTTER ELEVATION TOP OF WALL ELEVATION FINISH GRADE ELEVATION FLOW LINE ELEVATION MATCH EXISTING ELEVATION FLOW ARROW TOP OF GRATE ELEVATION (INLET) TS TP TC G TW FG TG FL ME M PROPOSED MANHOLE EXISTING POWER POLE EXISTING TREE TO REMAIN M PROPOSED FIRE HYDRANT PROPOSED GATE VALVE PROPOSED WATER METER EXISTING FIRE HYDRANT EXISTING GATE VALVE EXISTING WATER METER EXISTING MANHOLE LEGEND - GRADING & PAVING PLAN PROPOSED ASPHALT PAVEMENT EXISTING CONCRETE PAVEMENT PROPOSED 7" THICK CONCRETE PAVEMENT PROPOSED 4" THICK CONCRETE SIDEWALK EXISTING ASPHALT PAVEMENT PROPOSED 6" THICK CONCRETE PAVEMENT PROPOSED 5" THICK CONCRETE PAVEMENT SAWCUT EXPANSION JOINTEJ Feet 0 10 20 1 City Comments 05/10/2019 1 1 1 24.64'15' PK NAIL SETCIRS 617 617616616 615 POINT OF BEGINNING S 89°34'28" W - 117.98'26.63'32.5'20' B.S. 9 2 C5.1 BW 616.95 TC 616.65 ME 617.0± ME 617.0± ME 617.2± ME 616.5±ME 616.5±ME 616.5±ME 616.5±ME 616.6±ME 616.5± TP 616.28 TC 616.99 TC 616.72 TC 617.10 G 616.47 G 616.57 G 616.19 TP 616.56 TP 616.58 TP 617.09TP 617.04 TP 616.77 TP 616.31 TP 616.26 TC 616.53 TC 616.55 TP 617.25 TC 617.56 TC 617.11 TC 617.29 G 617.06 G 616.61 G 616.79BW 616.35BW 616.11 G 616.65BW 616.64 TP 617.28 ME 617.1± TG 616.29 TG 615.94 TP 616.12 TP 616.31 TP 616.19 TP 616.11TP 616.23 TP 616.28 TP 616.28 EJ EJ EJ EJEJEJRAMPRAMP 2 C7.1 19 C7.1 EJ EJ EJTC 616.63 TS 616.67 TS 616.59 G 616.13 ME 616.1±Elevation614 616 618 614 616 618 0' 0+00 0+38 10' R 20' R10' L20' L30' L 0'10' R 20' R10' L20' L30' L BUILDING FFE = 616.31 TRENCH DRAIN ACO "KLASSIK DRAIN" K300 OR ENGR. APPR'D EQUAL RETAINING WALL0'-6"0'-6"5' SIDEWALK HEIGHT VARIES 6" - 20"SEE PLAN FOR ELEVATION OFBOTTOM & TOP OF WALLEXISTING GROUND PROPOSED 6" CURB & GUTTER SAWCUT & REMOVE EXIST CURB & GUTTER 4" CONC. SIDEWALK4" CONC. SIDEWALKTOP OF SIDEWALK AT BUILDING EDGE, PER PLAN CALLOUTS BOTTOM OF WALL, PER PLAN CALLOUTS 1% VARIES 1% TO 2% EXPANSION JOINT EXPANSION JOINT HANDRAIL 8 C7.1 1 C7.0 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECT & ENGINEERS TDLR # EABPRJB9800429 EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Revision Schedule #Description DateAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXAS05-10-2019 17190 CHRISTOPHER P. FRERICH LICENSED 119266STATE OF TEX A S PRO F ESSIONAL E N G INEER05/10/2019 ISSUED FOR PERMIT CWK RMS CPF C5.1 DETAILED GRADING PLAN !!!CAUTION EXISTING UTILITIES !!! EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE THE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. !!!CAUTION!!! 48 HOURS BEFORE YOU DIG CALL TEXAS 811 SCALE:1" = 5' DETAILED GRADING PLAN1 C5.1 EXISTING WATER LINE EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC LINE ADJACENT PROPERTY LINE BUILDING SETBACK EASEMENT PROPERTY LINE EXISTING CONTOUR EXISTING SANITARY SEWER LINE EXISTING UNDERGROUND TELEPHONE LINE EXISTING UNDERGROUND CABLE LINE PROPOSED CONTOUR ACCESSIBLE ROUTE 100 EXISTING UNDERGROUND ELECTRIC LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER LINE EXISTING STORM SEWER LINE TOP OF SIDEWALK ELEVATION TOP OF PAVEMENT ELEVATION TOP OF CURB ELEVATION GUTTER ELEVATION TOP OF WALL ELEVATION FINISH GRADE ELEVATION FLOW LINE ELEVATION MATCH EXISTING ELEVATION FLOW ARROW TOP OF GRATE ELEVATION (INLET) TS TP TC G TW FG TG FL ME M PROPOSED MANHOLE EXISTING POWER POLE EXISTING TREE TO REMAIN M PROPOSED FIRE HYDRANT PROPOSED GATE VALVE PROPOSED WATER METER EXISTING FIRE HYDRANT EXISTING GATE VALVE EXISTING WATER METER EXISTING MANHOLE LEGEND - GRADING & PAVING PLAN PROPOSED ASPHALT PAVEMENT EXISTING CONCRETE PAVEMENT PROPOSED 7" THICK CONCRETE PAVEMENT PROPOSED 4" THICK CONCRETE SIDEWALK EXISTING ASPHALT PAVEMENT PROPOSED 6" THICK CONCRETE PAVEMENT PROPOSED 5" THICK CONCRETE PAVEMENT SAWCUT EXPANSION JOINTEJ Feet 0 5 10 SCALE:H: 1"=5'; V: 1"=6" GRADING SECTION2 C5.1 1 1 City Comments 05/10/2019 ACACACACAC46.7'70.6'46.7'70.6'EXISTING ONE STORY BRICK BUILDING TO REMAIN FF ELEV-616.31'20' BLDG. LINE15' BLDG. LINE 25" OAK 19" OAK 13" ELM 12" ELM 14" OAK 30.27'29.29'15.14'24.64'15' 31.12' 31.43' RIM ELEV-616.66' 8" FL E-611.95' "X" CUT SET "X" CUT SET PK NAIL SET CIRS TBM 1-PK NAIL ELEV-616.53' TBM 2-PK NAIL ELEV-616.05' AC AC ACAC WILSON STREET (VARIABLE WIDTH RIGHT-OF-WAY)LAKEY STREET(VARIABLE WIDTH RIGHT-OF-WAY)S 89°34'28" W 118.00'S 01°53'26" E 307.11'N 01°53'26" W 180.00'S 89°34'09" W 5.00' 15' X 15' SETBACK CAB. U, PG.733 5' R.O.W. DEDICATION CAB. U, PG. 733 10' BLDG. LINECATCH BASIN, ACO "K3-901" OR ENGR APPR'D EQUAL. FL = 614.79 TRENCH DRAIN, ACO "KLASICKDRAIN K300" OR ENGR. APPR'D EQUAL. DAYLIGHT STORM DRAIN FL = 612.33 INSTALL 20 S.F. OF ROCK RIPRAP INSTALL 188 LF OF 10" ADS N-12 HDPE STORM DRAIN INSTALL: 3" SEWER TAP INSTALL: 1 - 6"x6" WET TAP TEE INSTALL: 53 LF OF SEWER SERVICE INSTALL: 1 - 6" FIRE SERVICE METER VAULT EXIST WATER & SEWER SERVICE TO REMAIN 150 SF STREET REPAIR PROPOSED GAS SERVICE EXISTING GAS LINE TO REMAIN CATCH BASIN, ACO "K3-901" OR ENGR APPR'D EQUAL. FL = 614.44EXIST ING ELECTR IC SERV ICE L INE (TO BE ABANDONED ) EXISTING DME PEDESTAL EXISTING DME TRANSFORMER USE CAUTION WHEN WORKING NEAR DME POLE CATCH BASIN, ACO "K3-901" OR ENGR APPR'D EQUAL. FL = 613.83 CATCH BASIN, ACO "K3-901" OR ENGR APPR'D EQUAL. FL = 613.39 CATCH BASIN, ACO "K3-901" OR ENGR APPR'D EQUAL. FL = 613.27 ±27 LF 6" AWNA C900 PVC FIRE SUPPRESSION LINE INSTALL: 1 - CLEANOUT Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECT & ENGINEERS TDLR # EABPRJB9800429 EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Revision Schedule #Description DateAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXAS02-06-2019 17190 CHRISTOPHER P. FRERICH LICENSE D 119266STATE OF TEX A S PROF ESSIONA L E N G INEER02/06/2019 ISSUED FOR PERMIT CWK RMS CPF C6.0 UTILITY PLAN !!!CAUTION EXISTING UTILITIES !!! EXISTING UTILITIES AND UNDERGROUND FACILITIES INDICATED ON THESE PLANS HAVE BEEN LOCATED FROM REFERENCE INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY BOTH HORIZONTALLY AND VERTICALLY THE LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND FACILITIES PRIOR TO CONSTRUCTION, TO TAKE THE NECESSARY PRECAUTIONS IN ORDER TO PROTECT ALL FACILITIES ENCOUNTERED. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. !!!CAUTION!!! 48 HOURS BEFORE YOU DIG CALL TEXAS 811 SCALE:1" = 10' UTILITY PLAN1 C6.0 Feet 0 10 20 NOTE: 1.SEE SHEET C5.1 FOR TRENCH DRAIN FLOWLINE INFORMATION. LEGEND - UTILITY PLAN EXISTING WATER LINE EXISTING GAS LINE EXISTING OVERHEAD ELECTRIC LINE ADJACENT PROPERTY LINE BUILDING SETBACK EASEMENT PROPERTY LINE EXISTING SANITARY SEWER LINE EXISTING UNDERGROUND TELEPHONE LINE EXISTING UNDERGROUND CABLE LINE EXISTING UNDERGROUND ELECTRIC LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER LINE EXISTING STORM SEWER LINE PROPOSED ASPHALT PAVEMENT EXISTING CONCRETE PAVEMENT M PROPOSED MANHOLE EXISTING POWER POLE PROPOSED CONCRETE PAVEMENT PROPOSED SIDEWALK EXISTING ASPHALT PAVEMENT EXISTING TREE TO REMAIN M PROPOSED FIRE HYDRANT PROPOSED GATE VALVE PROPOSED WATER METER EXISTING FIRE HYDRANT EXISTING GATE VALVE EXISTING WATER METER EXISTING MANHOLE FIRE LANE STRIPING 1"MAXAPPROVED JOINT SEALANT BOND BREAKER TAPE TOP OF CONCRETE PAVEMENT 1/2" ASPHALT IMPREGNATED COMPRESSIBLE FIBER BOARD 1/2"1/16"TO 1/8"NOT TO SCALEC7.0NOT TO SCALEC7.0NOT TO SCALEC7.0NOT TO SCALEC7.0NOT TO SCALEC7.0 NOT TO SCALEC7.0NOT TO SCALEC7.0NOT TO SCALEC7.0NOT TO SCALEC7.0 NOT TO SCALEC7.0NOT TO SCALEC7.0NOT TO SCALEC7.0NOT TO SCALEC7.0 NOT TO SCALEC7.0NOT TO SCALEC7.0 FINE WITHOUT VEHICLE PERMIT 6"1'-0" 7'-0" ABOVE FINISH GRADE HANDICAP PARKING SIGN MOUNTED TO POLE (MOUNT THE CENTER OF THE SIGN 60" FROM TOP OF SIDEWALK) 4" WHITE STRIPE8'-0"72'45°WHITE HANDICAP SYMBOL ON BLUE BACKGROUND PAINTED ON THE PAVEMENT9'-0"9'-0"VARIESAPPROVED JOINT SEALANT 1/4" CLOSED CELL BACKER ROD TO BE 1/8" GREATER IN DIAMETER THAN WIDTH OF JOINT SAWCUT DEPTH1/16"TO 1/8"RESERVED PARKING 2.5"1"2"2"2"1"6"1'-6"1'-0"1.5"8'-0" ABOVE FINISH GRADE REF STRUCTURAL PLANS FOR FOUNDATION #3 AT 18" OC EW 4"6"VARIES1/2" JOINT. USE 2-PART URETHANE SELF-LEVELING SEALANT REF STRUCTURAL PLANS FOR FOUNDATION & CONNECTION#3 AT 18" OC EW 1/4"SIDEWALK BEYOND RAMP 7 1/2"12" JOINT. USE 2 PART URETHANE SELF-LEVELING SEALANT EXISTING SIDEWALK SMOOTH SAWCUT 1/2" EXPANSION JOINT #3 AT 18" OC EW 4"#3x18" AT 12" OC INTO HILTI HIT ANCHOR AT EX SIDEWALK (4" EMBED) PIPE 2" STD x 12'-0"3'-0"2'-6"CONCRETE FOOTING 12" DIA COAT PORTION OF COLUMN EXPOSED TO GROUND WITH A BITUMINOUS PAINT FINISH GRADE CORE 9'-6"7'-0""RESERVED PARKING" SIGN BOLTED TO COLUMN (SEE DETAIL 12 THIS SHEET) "VAN ACCESSIBLE" SIGN BOLTED TO COLUMN WHERE SPACES ARE DESIGNATED "VAN ACCESSIBLE" ON PLANS (SEE DETAIL 7 THIS SHEET) VAN 6"ACCESSIBLE 1'-6"PARKING RESERVED FINE WITHOUT VEHICLE PERMIT 6"FINE SCHEDULE SIGN BOLTED TO COLUMN (SEE DETAIL 8 THIS SHEET) 12 1 #3 AT 18" OC EW 4"8"#3 AT 18" OC #3 AT 18" OC EW 2"SEE PLAN14" DEEP x 34" WIDE GROOVES @ 2" OC 6'-0"6" MAXRAMP SHALL CONTRAST VISUALLY WITH ADJACENT WALKING SURFACE EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. COLOR SHALL BE INTEGRAL TO CONCRETE. FINAL GRADE - REFER TO GRADING PLAN 6"#4 AT 18" OC EW NOTE: THIS JOINT IS INTENDED TO BE PLACED WITH ONE SIDE PLACED FIRST & ALLOWED TO SETUP BEFORE THE OTHER SIDE. CONTRACTOR TO SUBMIT PLANS FOR PLACEMENT PROCEDURE 1 1/4" DIA x 18" LONG SMOOTH ROD DOWEL AT 12" OC WITH ONE END GREASED AND WITH A SLIP CAP ON THE GREASED END SEE PLAN FOR REINF SEEPLAN1'-6" EXPANSION JOINT (SEE DETAIL 1/C7.0) SEE PLAN FOR REINF PLASTIC SLIP CAP 2"5'-0"5'-0"1/4TPAVEMENTTHICKNESS(T)SAWCUT (SEE DETAIL X/C7.1) PAVEMENT REINFORCEMENT (PER PLAN) #4 AT 18" OC EW4"5'-0" PROVIDE TOOLED JOINTS AT 5'-0" OC OR AS SHOWN ON THE PLANS AND EXPANSION JOINT AT 60'-0" OC AND AT CORNERS VAN ACCESSIBLE 1'-0"6"7'-6" ABOVE FINISH GRADE Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECT & ENGINEERS TDLR # EABPRJB9800429 EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Revision Schedule #Description DateAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXAS02-06-2019 17190 CHRISTOPHER P. FRERICH LICENSE D 119266STATE OF TEX A S PROF ESSIONA L E N G INEER02/06/2019 ISSUED FOR PERMIT CWK RMS CPF C7.0 SITE & CONSTRUCTION DETAILS NOT TO SCALEC7.1NOT TO SCALEC7.1NOT TO SCALEC7.1 NOT TO SCALEC7.1 1'-6"3"4'-6"6"1'-9" 3/4" DIA LIGHTNING ARRESTOR SPIKE TO EXTEND 12" BELOW FOOTING 6"x6" STEEL SUPPORT PLATE STEEL PLATE MIX CONCRETE 16 GA GALVANIZED CORRUGATED SLEEVE TAMPERED WITH SCREENED DRY SAND WOOD WEDGES WOOD WEDGES WATERPROOF GROUT FLAGPOLE (BY OTHERS) NATURAL GRADE SEE PLAN CAULKING COMPOUND FLASH COLLAR ℄ OF POLE NOTE: CONTRACTOR SHALL VERIFY DETAIL W/ FLAGPOLE MANUFACTURER.6"5" OR 6"REF. PLAN6" #4 CONT #4 AT 18" OC #4 AT 18" OC EW R3" R1 1/2" #3 AT 18" OC EW 4"1/2" EXPANSION JOINT6"5" OR 6"REF. PLAN6" #4 CONT #4 AT 18" OC #4 AT 18" OC EW GRADE 1'-0" 6" CONCRETE FOOTER WITH #4 BARS 6" O.C. 20" 2' 4" CONCRETE PAVING #4 BAR, 18" O.C. TOP OF WALL ELEVATION PER PLAN BOTTOM OF WALL ELEVATION PER PLAN VERSA-LOK STANDARD SYSTEM BRICK NOTES: 1.STONE SHALL BE 3 TO 5 INCH DIAMETER CRUSHED ROCK. 2.LENGTH SHALL BE SHOWN ON PLANS, WITH A MINIMUM LENGTH OF 30 FEET FOR LOTS WHICH ARE LESS THAN 150 FEET FROM EDGE OF PAVEMENT. THE MINIMUM DEPTH IN ALL OTHER CASES SHALL BE 50 FEET. 3.THE THICKNESS SHALL NOT BE LESS THAN 12 INCHES. 4.THE WIDTH SHALL BE NO LESS THAN THE FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS. 5.WHEN NECESSARY, VEHICLES SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WITH DRAINAGE FLOWING AWAY FROM BOTH THE STREET AND THE STABILIZED ENTRANCE. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS. 6.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVED SURFACES. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PAVED SURFACES MUST BE REMOVED IMMEDIATELY. 7.THE ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. NOT TO SCALEC7.1 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECT & ENGINEERS TDLR # EABPRJB9800429 EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Revision Schedule #Description DateAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXAS02-06-2019 17190 CHRISTOPHER P. FRERICH LICENSE D 119266STATE OF TEX A S PROF ESSIONA L E N G INEER02/06/2019 ISSUED FOR PERMIT CWK RMS CPF C7.1 SITE & CONSTRUCTION DETAILS NOT TO SCALEC7.2 NOT TO SCALEC7.2NOT TO SCALEC7.2 NOT TO SCALEC7.2NOT TO SCALEC7.2 SILT FENCE GENERAL NOTES: 1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT. 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CANNOT BE TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH ROCK ON UPHILL SIDE TO PREVENT FLOW FROM SEEPING UNDER FENCE. 3. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL. 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR TO WOVEN WIRE, WHICH IN TURN IS ATTACHED TO THE STEEL FENCE POST. THERE SHALL BE A 3 FOOT OVERLAP, SECURELY FASTENED WHERE ENDS OF FABRIC MEET. 5. INSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTER EACH 1/2" RAINFALL. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. PLAN VIEW SECTION VIEW CONCRETE WASHOUT NOTES: 1. LOCATE WASHOUT AREA AT LEAST 50 FEET FROM SENSITIVE FEATURES, STORM DRAINS, OPEN DITCHES, OR WATER BODIES. DO NOT ALLOW RUNOFF FROM THIS AREA BY CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. 2. WASH OUT WASTE INTO TEMPORARY PIT WHERE THE CONCRETE CAN BE SET, BE BROKEN UP, AND THEN DISPOSED PROPERLY. NOTES: 1.ALL METHODS OF TREE PROTECTION, IRRIGATION, AND PRUNING SHALL BE IN ACCORDANCE WITH ANSI A300 (PART 1), "TREE, SHRUB, AND OTHER WOODY PLANT MAINTENANCE - STANDARD PRACTICES (PRUNING)" AND SHALL BE OBSERVED AND APPROVED BY AN ARBORIST AT NO ADDITIONAL COST TO THE OWNER. TREE PROTECTION PROCEDURES: 1.TAG TREES TO BE PRESERVED WITH PERMANENT FLAGGING. 2.COMPLETE UNDERSTORY CLEARING WITHIN SIX (6) FEET OF EXISTING TREE TRUNKS BY HAND. 3.NO BUILDING MATERIALS ARE TO BE STACKED OR STOCKPILED WITHIN THE DRIP LINE OR WITHIN SIX (6) FEET OF ANY TREE TO BE PRESERVED, WHICHEVER IS GREATER. 4.DO NOT STOCKPILE TOPSOIL WITHIN THE DRIP LINE OR WITHING SIX (6) FEET OF ANY TREE TO BE PRESERVED, WHICHEVER IS GREATER. 5.THE PROPOSED FINISHED GRADE AND ELEVATION OF LAND WITHIN SIX (6) FEET OF OR WITHIN THE DRIPLINE OF ANY TREE TO BE PRESERVED, WHICHEVER IS GREATER, SHALL NOT BE RAISED OR LOWERED MORE THAN THREE (3) INCHES UNLESS COMPENSATED FOR BY WELLING OR RETAINING METHODS. FILTREXX® 8" SOXX™ CURB EXCESS SOXX™ MATERIAL TO BE DRAWN IN AND TIED OFF TO 2x2 WOODEN STAKE, (TYP.) SECURE SOXX™ TO GRATE WITH RUBBER TIE DOWNS CURB FILTREXX® 8" SOXX™ DRAIN INLET SECTION CURBSIDE OPTION "B" PLAN CURB FILTREXX® 8" SOXX™STORM GRATESTORM GRATE WIRE TIES, (TYP.) CURBSIDE OPTION "A" PLANDRAIN INLET PLAN NOTES: 1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS. 2. FILTER MEDIA™ FILL TO MEET APPLICATION REQUIREMENTS. 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. EXCESS SOXX™ MATERIAL TO BE DRAWN IN AND TIED OFF TO 2x2 WOODEN STAKEFILTREXX® 8" SOXX™ CATCH BASINCATCH BASIN CURBSIDE SECTION Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECT & ENGINEERS TDLR # EABPRJB9800429 EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Revision Schedule #Description DateAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXAS05-10-2019 17190 CHRISTOPHER P. FRERICH LICENSED 119266STATE OF TEX A S PRO F ESSIONAL E N G INEER05/10/2019 ISSUED FOR PERMIT CWK RMS CPF C7.2 EROSION CONTROL DETAILS 1 1 City Comments 05/10/2019 8" x 8' MASONRY WALL (SEE ARCH PLANS) 6" CURB 18' 6' 6" (TYP)2' CITY OF DENTON DUMPSTER DOOR IS OPENED 180.1° WHEN DUMPSTER IS EMPTIED 6" 4" (TYP) 2" (TYP) 1' (TYP) GATE COVERED WITH APPROVED SCREENING MATERIAL (SEE ARCH PLANS) SEE ARCH PLANS FOR HINGE DETAIL 4"Ø BOLLARD NOT TO SCALEC7.3 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECT & ENGINEERS TDLR # EABPRJB9800429 EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Revision Schedule #Description DateAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXAS05-10-2019 17190 CHRISTOPHER P. FRERICH LICENSED 119266STATE OF TEX A S PRO F ESSIONAL E N G INEER05/10/2019 ISSUED FOR PERMIT CWK RMS CPF 1 City Comments 05/10/2019 C7.3 CITY OF DENTON DUMPSTER DETAIL 1 ACACACACACPROPOSED ONE STORY BRICK BUILDING FF ELEV-616.31' 1002 1004 1006 1008 1010 1012 1018 1020 1022 12" ELM 14" ELM 1014 S 89°54'29" E - 158.45'N 0°37'23" W - 40.99'N 14°10'47" W - 54.90'S 1°42'34" W - 92.96'N 89°34'50" E - 335.54'S 0°08'16" E - 306.93'S 89°34'28" W - 344.95'S 89°34'28" W - 117.98'N 1°53'26" W - 179.97'N 1°53'26" W - 127.10'S 89°34'09" W - 5.00' EXISTING ONE STORY BRICK BUILDING TO REMAIN FF ELEV-616.31' 1016 31" RED OAK 11" CHINESE PISTACHE 14" CHINESE PISTACHE 34" PECAN 1024 1026 1028 1030 1032 1034 PROJECT LIMIT PROPERTY LINE PROJECT LIMIT RIGHT-OF-WAYPROJECT LIMITRIGHT-OF-WAYPROJECT LIMITPROPERTY LINEEXISTING TREES, TO REMAIN (APPROX. DRIP-LINE) EXISTING TREES TO BE REMOVED TREE PROTECTION FENCING, TYP. DETAIL, THIS SHEET PROTECTION FENCING IN THIS AREA SHALL BE SHIFTED AND RE-SET AS BUILDING CONSTRUCTION OCCURS TREE ID DBH COMMON/SCIENTIFIC NAME 1002 14"POST OAK / QUERCUS STELLATA 1004 20"POST OAK / QUERCUS STELLATA 1006 26"POST OAK / QUERCUS STELLATA 1008 19"POST OAK / QUERCUS STELLATA 1010 24"POST OAK / QUERCUS STELLATA 1012 25" 1014 14" 1016 23" CATEGORY CONDITION STATUS ALIVE PRESERVED ALIVE PRESERVEDQUALITY ALIVE PRESERVED ALIVE PRESERVED ALIVE PRESERVED ALIVE ALIVEQUALITY ALIVE REMOVED 1018 19"ALIVE REMOVED 1020 13"ALIVEQUALITY REMOVED 1022 12"ALIVEQUALITY POST OAK/QUERCUS STELLATA AMERICAN ELM / ULMUS AMERICANA AMERICAN ELM / ULMUS AMERICANA RED OAK / QUERCUS SHUMARDII PECAN / CARYA ILLINOENSIS RED OAK / QUERCUS SHUMARDII PROTECTED PROTECTED PROTECTED PROTECTED PROTECTED PROTECTED PROTECTED PRESERVED PRESERVED PRESERVED 34"ALIVE PRESERVED 14"ALIVEQUALITYAMERICAN ELM / ULMUS AMERICANA PRESERVED 12"ALIVEQUALITYAMERICAN ELM / ULMUS AMERICANA PRESERVED 14"ALIVEQUALITYCHINESE PISTACHE / PISTACIA CHINENSIS PRESERVED 11"ALIVEQUALITYCHINESE PISTACHE / PISTACIA CHINENSIS PRESERVED 31"ALIVE PRESERVED PECAN / CARYA ILLINOENSIS RED OAK / QUERCUS SHUMARDII PROTECTED PROTECTED 1024 1026 1028 1030 1032 1034 TOTAL QUALITY TREES CALIPER INCHES QUALITY TREES CALIPER INCHES / % PRESERVED QUALITY TREE PRESERVATION REQUIREMENT MITIGATION REQUIRED (CALIPER INCHES) 104 INCHES 91 INCHES / 88%25%0 PRESERVED QUALITY TREE CANOPY AREA PRESERVED QUALITY OAK SPECIES CANOPY CREDIT (1:1.5) PRESERVED QUALITY NON-OAK SPECIES CANOPY CREDIT (1:1.3) TOTAL EXISTING TREE CANOPY AREA PRESERVATION CREDIT 26,114 SF 17,528 SF x 1.5 = 26,292 SF 8,586 SF x 1.3 = 11,162 SF 37,454 SF TOTAL PROTECTED TREES CALIPER INCHES PROTECTED TREES CALIPER INCHES / % PRESERVED PROTECTED TREE PRESERVATION REQUIREMENT MITIGATION REQUIRED (CALIPER INCHES) 221 INCHES 179 INCHES / 73%100% (1:2 MITIGATION RATIO)84 INCHES EXTEND FENCING TO TREE CANOPY DRIPLINE WHERE POSSIBLE ORANGE CONST. FENCE 6' METAL 'T' POST AT 8'-0" O.C. FINISH GRADE 4'-0"PRESSURE TREATED #2 YELLOW PINE 2" X 4" WITH 1" SPACE BETWEEN 12 GA/ WIRE STAPLED TO EACH8'-0"USE TRUNK PROTECTION IN CONDITIONS WHERE DRIPLINE IS COMPROMISED OR AS SPECIFIED 1'-0"1 TREE PROTECTION DETAIL 1/8"=1'-0" Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com Texas Firm F-12759 ARCHITECT & ENGINEERS TDLR # EABPRJB9800429 EIKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 Revision Schedule #Description DateAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXAS06-17-2019 17190 Valley Quest Design 212 S. Elm St. Ste. 120 Denton, Texas 76201 Phone 214.783.1715 .HIL Y BSTEM C CTTESAE ETST AIREG 42 OF 73 ET XAR LDRE CAANDS D EP A REJDwww.vq-design.com LANDSCAPE ARCHITECTS MD MD JDB ISSUED FOR PERMIT N 300 SCALE: 1"=30'-0" 60 EXISTING TREE LEGEND EXISTING TREE, TO REMAIN (INCL. No.) I Jeremy Blad, being a qualified professional as defined in the Denton Development Code, attest that the identification and dbh of trees identified on the survey and that all trees 6" and greater dbh have been shown. Signature Date: June 17, 2019 TREE SURVEY TABLE TREE PRESERVATION & MITIGATION SUMMARY TABLES EXISTING TREE, TO BE REMOVED (INCL. No.) EXISTING TREE MITIGATION 66 IN. REPLACEMENT 18 IN. TREE FUND $84 CALIPER INCHES L1.1 TREE PRESERVATION PLAN GENERAL NOTES: 1. REFER TO THE PROJECT MANUAL FOR GOVERNING JOB REQUIREMENTS AND MATERIAL SPECIFICATIONS. THE FOLLOWING NOTES ARE SUPPLEMENTAL TO THE ABOVE REQUIREMENTS. 2. ALL DIMENSIONS TO, OF, AND IN EXISTING STRUCTURES SHALL BE VERIFIED IN FIELD BY CONTRACTOR WITH ALL DISCREPANCIES REPORTED TO THE ENGINEER. 3. DO NOT CHANGE THE SIZE NOR SPACING OF STRUCTURAL ELEMENTS WITHOUT THE APPROVAL OF THE ENGINEER. 4. DETAILS SHOWN ARE TYPICAL APPLY TO SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. 5. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 6. BRACE BUILDING AS REQUIRED FOR CONSTRUCTION AND WIND LOADS UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: ROOF DECK AND BRACING MEMBERS 7. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE UNDERGROUND UTILITIES. 8. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE ENGINEER'S APPROVAL. 9. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. 10. VERIFY SIZE AND LOCATION OF OPENINGS PRIOR TO BEGINNING WORK. FOR DIMENSIONS NOT SHOWN, SEE MECHANICAL, ELECTRICAL, CIVIL AND ARCHITECTURAL DRAWINGS. 11. VERIFY SIZE AND LOCATION OF EQUIPMENT PADS WITH MECHANICAL AND/OR ELECTRICAL CONTRACTOR AND EQUIPMENT MANUFACTURER. FOUNDATION AND SOIL PREPARATION NOTES: 1. THE FOUNDATION DESIGN IS BASED ON AN ALLOWABLE END BEARING PRESSURE OF 2,500 POUNDS PER SQUARE FOOT AS RECOMMENDED IN THE GEOTECHNICAL REPORT NO. 17192 BY EIKON AND DATED APRIL 17, 2018. 2. PROVIDE POSITIVE DRAINAGE FOR ALL TRENCHES DURING CONSTRUCTION. DO NOT ALLOW ANY PONDING OF WATER DURING CONSTRUCTION. 3. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. 4. THE SOIL BENEATH THE BUILDING AND 5 FEET AROUND THE PERIMETER SHALL BE TREATED AS FOLLOWS: A. STRIP THE AREA OF ALL VEGETATION. B. THE NEXT 12 INCHES SHALL BE THOROUGHLY SCARIFIED, WITH WATER ADDED TO RAISE THE MOISTURE CONTENT TO AT LEAST 3 PERCENTAGE POINTS ABOVE OPTIMUM, AND RE-COMPACTED TO A DENSITY OF AT LEAST 93% OF STANDARD PROCTOR. THE FIRST LIFT OF FILL SHALL BE PLACED ON THE COMPACTED SUBGRADE WITHIN 24 HOURS OF COMPLETING THE COMPACTION. C. ONSITE OR SIMILAR SANDY CLAY SOILS ARE THEN TO BE USED TO FILL THE BUILDING AREA UP TO NO HIGHER THAN 6 INCHES OF BOTTOM OF SLAB. THE FILL SHALL BE PLACED IN 8 INCH LIFTS AND COMPACTED TO A DENSITY OF AT LEAST 93% OF STANDARD PROCTOR AT A MOISTURE CONTENT AT LEAST 3 PERCENTAGE POINTS ABOVE OPTIMUM. D. THE REMAINDER OF THE FILL REQUIRED TO RAISE THE BUILDING TO BENEATH THE FLOOR SLAB SHALL BE SELECT FILL. THE SELECT FILL SHALL HAVE A PLASTICITY INDEX BETWEEN 4 AND 12 AND A LIQUID LIMIT LESS THAN 35. PLACE THE FILL IN 8 INCH LIFTS AND COMPACT TO BETWEEN 95% AND 100% OF STANDARD PROCTOR DENSITY AT MOISTURE CONTENT WITHIN -3 AND +3 PERCENTAGE POINTS OF OPTIMUM. E. EACH LIFT SHALL BE TESTED FOR MOISTURE CONTENT AND IN PLACE DENSITY AT A RATE OF ONE TEST PER 3,000 SQUARE FEET (MIN OF THREE PER LIFT). CAST-IN-PLACE CONCRETE NOTES: 1. ALL CONCRETE SHALL HAVE A 28 DAY DESIGN COMPRESSIVE STRENGTH OF 4,000 PSI, A MINIMUM OF 564 POUNDS OF PORTLAND CEMENT PER CUBIC YARD, MID OR HIGH RANGE WATER REDUCING AGENT, AND A 4-6" SLUMP. 20% OF CLASS C FLYASH MAY BE USED WITH THE APPROVAL OF THE ENGINEER AND THE CONCRETE FINISHER/CONTRACTOR BEFORE BIDDING. 2. THE AMOUNT OF MID OR HIGH RANGE WATER REDUCER SHALL BE AS RECOMMENDED BY THE ADMIXTURE SUPPLIER TO INCREASE THE SLUMP OF THE CONCRETE BY 50 PERCENT OVER THE SLUMP WITHOUT THE ADMIXTURE. THE SLUMP GIVEN IN THE CONCRETE NOTES ARE AT THE POINT OF DISCHARGE. THIS AMOUNT OF MIDRANGE IS APPROXIMATELY 8-10 OZ PER 100 POUNDS OF CEMENT. HIGH RANGE WATER REDUCER MAY ALSO BE USED WITH THE DOSAGE ADJUSTED FOR THE ABOVE RESULTS. 3. IF THE AIR TEMPERATURE IS GREATER THAN 90 DEGREES WITHIN 24 HOURS AFTER PLACEMENT, HOT WEATHER CONCRETE PROCEDURES SHALL BE USED. THE CONTRACTOR SHALL SUBMIT A PROCEDURE TO THE ENGINEER FOR APPROVAL. THESE PROCEDURES MAY INCLUDE THE FOLLOWING: A. PLACING THE CONCRETE IN THE EARLY MORNING HOURS B. THE USE OF EVAPORATION REDUCER (SEE BELOW) C. THE USE OF MISTING AS A CURING METHOD D. THE USE OF WET BLANKETS AS A CURING METHOD E. THE USE OF A RETARDING ADMIXTURE (NOT PREFERABLE) 4. FIVE 4X8 CONCRETE CYLINDERS SHALL BE MADE FOR EVERY 75 CUBIC YARDS OR EACH DAYS POUR, TO BE TESTED AT 7, 28, 28, 28 AND ONE TO HOLD. THE CONCRETE SLUMP, TEMPERATURE, AND AIR CONTENT SHALL BE MEASURED EVERY TIME A SET OF FIVE CYLINDERS IS MADE. 5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE AMERICAN CONCRETE INSTITUTE STANDARDS "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318) AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301). SPLICES IN REINFORCEMENT SHALL MEET CLASS B TENSION LAP REQUIREMENTS UNLESS NOTED OTHERWISE. 6. COVER FOR ALL REINFORCEMENT SHALL MEET THE COVERAGE REQUIREMENTS AS SHOWN IN THE LATEST ACI 318, AS NOTED BELOW OR AS SHOWN ON THE DETAILS. COVER DIMENSIONS SHOWN ON THE DETAILS CONTROL OVER THE ACI 318 OR THOSE NOTED BELOW. A. AGAINST FORMED SURFACES: 1 1/2" B. AGAINST EARTH: 3" C. BETWEEN REBAR: 1 1/2" D. TOP OF SLAB ON GRADE: 1 1/2" 7. ANY CONCRETE TO BE PLACED FURTHER THAN 16 FEET FROM THE END OF A CONCRETE TRUCK SHALL BE PUMPED WITH A COMMERCIAL CONCRETE PUMPING TRUCK OR OTHER PLACEMENT METHOD APPROVED BY THE ENGINEER. THE CONCRETE TRUCK SHALL NOT BE ALLOWED TO DRIVE OVER THE SUBGRADE OR THE SLAB REINFORCEMENT. 8. REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. REINFORCEMENT SMALLER THAN #4 BARS SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED IN THE FIELD. REINFORCEMENT GREATER THAN A #4 BAR MAY BE BENT IN THE FIELD WITH HEAT UNLESS NOTED ON THE PLANS OR DIRECTED BY THE ENGINEER OTHERWISE. 9. PROVIDE CORNER BARS IN FOOTINGS, THE SAME SIZE AND NUMBER AS CONTINUOUS REINFORCEMENT UNLESS NOTED ON THE PLANS OR TYPICAL DETAILS OTHERWISE. 10. NO HOLES OR OPENINGS ARE PERMITTED THROUGH CONCRETE SLABS, BEAMS, OR WALLS EXCEPT AS FOLLOWS: A. WHERE SHOWN AND AS DETAILED ON DRAWINGS. B. MISCELLANEOUS HOLES THROUGH SLABS OR WALLS WHICH DO NOT DISPLACE MORE THAN ONE BAR. THESE DO NOT REQUIRE ADDITIONAL REINFORCEMENT. 11. PLACE INTERMEDIATE HORIZONTAL BARS (#4 AT 12" MAXIMUM) ON EACH VERTICAL FACE OF ALL BEAMS GREATER THAN 36” IN DEPTH UNLESS NOTED OTHERWISE. 12. REINFORCING BARS, BAR SUPPORTS, AND SPACERS SHALL BE DETAILED AND PROVIDED IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL. USE WIRE-BAR SUPPORTS COMPLYING WITH CRSI SPECIFICATONS. SUPPORTS SHALL NOT BE PLACED FURTHER THAN 4 FEET APART. DAYTON/RICHMOND PRODUCTS (800-745-3703) OR EQUAL UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS: A. AT SLABS-ON-GRADE: (SLAB THICKNESS MINUS 1 1/2 INCHES) HIGH, TYPE R21, OR TYPE BBP USE SUPPORTS WITH SAND PLATES OR HORIZONTAL RUNNERS WHERE BASE MATERIAL WILL NOT SUPPORT CHAIR LEGS. CONCRETE BLOCK OR CLAY MASONRY MAY NOT BE USED. B. AT FOOTINGS: 3 IN. HIGH, TYPE R21 13. SEE ARCHITECTURAL AND MECHANICAL/ELECTRICAL DRAWINGS FOR EXACT LOCATIONS AND DETAILS OF DEPRESSED SLABS, FLOOR DRAIN LOCATIONS, PLATFORMS, CURBS, AND PADS. 14. BASF MASTERKURE 50 OR EUCOBAR EVAPORATION REDUCERS SHALL BE USED AFTER EACH FINISHING OPERATION ON THE CAST IN PLACE CONCRETE FLOOR SLAB UNLESS PRIOR APPROVAL FROM THE ENGINEER HAS BEEN OBTAINED TO NOT USE THIS PRODUCT. 15. ADHESIVE ANCHORS WITH REBAR OR THREADED RODS, SHALL BE AS NOTED BELOW. INSTALL ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS, WHICH MAY INCLUDE CLEANING THE HOLE WITH COMPRESSED AIR AND STEEL WIRE BRUSH, SCREEN TUBES, AND USING A MANUFACTURER APPROVED DISPENSING TOOL WITH MIXING NOZZLE. A. INTO CONCRETE: HILTI HIT-HY 200 SAFE SET B. INTO GROUTED OR NON-GROUTED CMU: HILTI HIT-HY 70 WITH APPROPRIATE SIZE SCREEN TUBES PER MANUFACTURER'S RECOMMENDATIONS. C. IF THIS PROJECT IS IN SEISMIC ZONE D OR EMBEDMENT GREATER THAN 10” (SEE THE DESIGN LOAD NOTE SECTION), USE ONLY HILTI HIT-RE 500v3. D. THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSITE TRAINING FOR THE ADHESIVE ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING ANCHORS. 16. NO PIPING OR CONDUITS SHALL BE INSTALLED IN ANY CONCRETE WITHOUT THE APPROVAL OF THE ENGINEER. 17. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, PIPING, WATERSTOPS, INSERTS, GROUNDS, AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. FOR EMBEDDED ITEMS AND REQUIRED DETAILS, SEE MECHANICAL, ELECTRICAL, AND ARCHITECTURAL DRAWINGS. VERIFY SIZE AND LOCATION OF ALL OPENINGS. 18. ALL GRADE BEAM STEEL SHALL BE CONTINUOUS WHERE POSSIBLE. TOP BARS SHALL BE SPLICED AT THE CENTER BETWEEN THE INTERSECTION OF BEAMS, BOTTOM BARS OVER THE INTERSECTION OF BEAMS, AND OTHER HORIZONTAL AND TEMPERATURE BARS AS REQUIRED. MINIMUM SPLICE LENGTH SHALL BE 24 INCHES OR 30 BAR DIAMETERS WHICHEVER IS GREATER. THE 10 MIL VAPOR RETARDER INDICATED ON THE SECTIONS SHALL BE EITHER STEGO 10 MIL CLASS A VAPOR RETARDER,VAPOR BLOCK 10 BY RAVEN INDUSTRIES, OR YELLOW GUARD -10 MIL BY POLY AMERICA. USE STEGO, RAVEN, OR YELLOW GUARD TAPE AT ALL LAPS AND PENETRATIONS. STEEL NOTES: 1. STRUCTURAL STEEL FABRICATION AND ERECTION SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION. 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY. 3. ANY CONNECTIONS WITHOUT WELD SYMBOLS SHALL BE AT A MINIMUM WELDED ALL AROUND WITH THE MINIMUM FILLET OR BUTT WELD SIZE. 4. STRUCTURAL STEEL ANGLES, PLATES, ETC. SHALL CONFORM TO ASTM A36 REQUIREMENTS (36 KSI). STRUCTURAL STEEL W AND C SHAPES SHALL CONFORM TO ASTM A992 (50 KSI). STRUCTURAL TUBING AND PIPES SHALL CONFORM TO THE ASTM A500 GRADE B REQUIREMENTS (46 KSI). 5. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. 6. CONNECTIONS: A. ALL BOLTED CONNECTIONS ARE TO BE 3/4" MINIMUM DIAMETER A325 TYPE N OR SC BOLTS IN STANDARD HOLES UNLESS NOTED OTHERWISE OR AS DETERMINED BY THE CONNECTION DESIGNER OR NOTED ON THE PLANS. DESIGN USING STANDARD HOLES UNLESS OTHERWISE NOTED OR REQUIRED FOR ERECTION. B. MINIMUM CAPACITY OF BEAM CONNECTIONS: FOR CONNECTIONS NOT DETAILED, PROVIDE CONNECTION CAPACITY OF AT LEAST THAT REQUIRED BY PART 3 OF THE AISC MANUAL IN THE SECTION "MAXIMUM TOTAL UNIFORM LOAD TABLES" FOR LRFD DESIGN OR "ALLOWABLE LOADS ON BEAMS" FOR ALLOWABLE STRESS DESIGN, FOR THE GIVEN MEMBER AND STEEL SPECIFICATIONS. CONCENTRATED LOADS NEAR SUPPORTS MUST BE ADDED. C. THE DESIGN SHEAR FOR EACH CONNECTION UNLESS NOTED ON THE DRAWINGS SHALL BE 110% OF THE REACTION FROM A UNIFORM LOAD OVER THE SPAN WHICH CREATES THE MAXIMUM DESIGN MOMENT FOR ROOF BEAM CONNECTIONS AND 180% FOR COMPOSITE FLOOR CONNECTIONS. THE MINIMUM REACTION SHALL BE 14 KIPS. D. INDICATOR BOLTS EQUAL TO TENSION CONTROL BOLTS OF THE LeJEUNE COMPANY OF LAKEVILLE, MINNESOTA (800-872-2658) SHALL BE USED. E. CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW AND APPROVAL BY ENGINEER. USE MINIMUM OF TWO 3/4" DIAMETER A325 BOLTS PER CONNECTION. 7. PROVIDE 3/8" STIFFENER PLATES ON EACH SIDE OF THE WEB OF ALL BEAMS AT ALL SUPPORTS THAT ARE BELOW THE BEAM, AND AT ALL COLUMNS THAT ARE ABOVE THE BEAM, OMITTING WHERE BEAMS INTERSECT. COLD FORMED METAL FRAMING NOTES: 1. ALL STUDS, JOISTS AND RAFTERS SHALL BE STUD MEMBERS BY CLARK WITH A 1 5/8" FLANGE, OR EQUAL, UNLESS NOTED. TRACK MEMBERS SHALL HAVE THE SAME GAUGE AS THE STUD SPECIFIED EXCEPT FOR LOAD BEARING STUDS, THEN THE TRACKS SHALL BE A MINIMUM OF 16 GAUGE. WHERE GAUGE IS INDICATED, THE FOLLOWING MILS THICKNESS SHALL BE USED: 12 GAUGE=97 MILS, 14 GAUGE=68 MILS, 16 GAUGE=54 MILS, 18 GAUGE=43 MILS, 20 GAUGE=33 MILS, 22 GAUGE=27 MILS. ALL SCREWS SHALL BE Teks BY ITW BUILDEX, OR EQUAL. ALL SCREWS IN EXTERIOR WALLS SHALL BE ZINC PLATED WITH A TYPE II ASTM B 633 COATING. 2. ALL MEMBERS AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE AMERICAN IRON AND STEEL INSTITUTE "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS", LATEST EDITION. 3. ALL COLD ROLLED STEEL SHALL CONFORM TO ASTM A653 WITH A MINIMUM YIELD STRENGTH OF 50 KSI FOR 16 GAUGE AND LOWER, AND 33 KSI FOR 18 GAUGE AND HIGHER. 4. ALL FRAMING MEMBERS SHALL BE SQUARE CUT FOR A SNUG FIT TO THE ATTACHING MEMBERS. AXIALLY LOADED STUDS SHALL BE INSTALLED TO INSURE THAT THE ENDS ARE SQUARE AND TOUCH THE RUNNERS. ANY STUDS WHICH DO NOT BEAR DIRECTLY ON THE RUNNERS SHALL HAVE A 14 GAGE CLIP ANGLE ADDED TO THE SIDE OF THE STUD. 5. INSTALL HORIZONTAL BRIDGING IN ALL STUDS AT 4 FT ON CENTER. ALL RAFTERS AND CEILING JOISTS SHALL HAVE BRIDGING AT THE MIDPOINT OR AT 8FT OC MAX. 6. NO SPLICES OF STUDS OR RAFTER IS ALLOWED. 7. PROVIDE FLAT STRAP BOTTOM BRIDGING AT LEAST 1 INCH WIDE BY 16 GAUGE AT THE MIDSPAN OF SPANS 16 FT OR LESS AND AT THE THIRD POINTS OF GREATER SPANS. BRIDGING SHALL BE SCREWED TO THE BOTTOM OF THE JOISTS WITH AT LEAST TWO #12 TEK SCREWS. ANY TOP FLANGE BRIDGING REQUIRED FOR ERECTION SHALL BE INSTALLED AS REQUIRED. 8. CLIPS, HOLDDOWNS, AND JOIST HANGERS SHALL BE SIMPSON CONNECTORS AND SHALL BE INSTALLED ACCORDING TO THE SPECIFICATIONS OF SIMPSON STRONG-TIE COMPANY, INC. (800-999-5099). ALL OPTIONAL HOLES (TRIANGLE, OBLONG, AND DIAMOND) SHALL BE FILLED WITH SCREWS. 9. SOLE PLATES SHALL BE BOLTED TO THE FOUNDATION WITH EITHER SIMPSON EPOXY-TIES (5" MIN EMBEDMENT), SIMPSON SSTB16 ANCHOR BOLTS, 1/2 INCH DIAMETER x 10 INCH LONG J-BOLTS. ANCHOR BOLTS SHALL BE SPACED AT 24 INCHES ON CENTER MAX. SOLE PLATES MAY ALSO BE RAMSET TO THE FOUNDATION AT 12 INCHES ON CENTER. CONSULT HILTI OR SIMPSON FOR RECOMMENDED SYSTEM AND PIN SPECIFICATIONS OF POWDER DRIVEN NAILS. ALL POWDER DRIVEN NAILS SHALL BE INSTALLED BY PERSONS TRAINED AND LICENSED. ATTACH TO THE FOUNDATION WITHIN 12 INCHES OF THE END OF A BOTTOM TRACK MEMBER. 10. LIGHT GAUGE TRUSSES SHALL BE DESIGNED FOR A TOP CHORD LIVE LOAD OF 20 PSF, TOP CHORD DEAD LOAD OF 10 PSF, AND BOTTOM CHORD DEAD LOAD OF 10 PSF. 11. ALL CONNECTIONS FROM LIGHTGAUGE STUDS TO STRUCTURAL STEEL OR METAL DECK SHALL BE MADE USING A VERTICLIP (1-888-474-4876) USING THE FOLLOWING APPLICATIONS: A. EXTERIOR LOAD BEARING OR NON LOAD BEARING STUD TO BEAM, OR FLOOR: SLS OR SLB B. EXTERIOR NON LOAD BEARING STUD TO METAL DECK: SL OR VTX C. INTERIOR NON LOAD BEARING STUD TO METAL DECK: SLD OR VTD DESIGN LOADS: THE FOLLOWING DESIGN LOADS WERE USED FOR THIS BUILDING BASED ON THE 2012 INTERNATIONAL BUILDING CODE: FLOOR LIVE LOADS: 100 PSF ROOF LIVE LOAD: 20 PSF ROOF SNOW LOAD GROUND SNOW LOAD = 5 PSF FLAT-ROOF SNOW LOAD = 5 PSF SNOW EXPOSURE FACTOR = 1.0 SNOW LOAD IMPORTANCE FACTOR, = 1.0 THERMAL FACTOR. = 1.1 WIND DESIGN DATA: BASIC WIND SPEED (3 SECOND GUST): 115 MPH WIND EXPOSURE CATEGORY: B INTERNAL PRESSURE COEFFICIENTS: +/- 0.18 ALL NEW COMPONENTS AND CLADDING NOT DESIGNED BY THE ENGINEER SHALL BE DESIGNED FOR 25 PSF UNLESS OTHERWISE APPROVED BY THE ENGINEER. EARTHQUAKE DESIGN DATA: SEISMIC IMPORTANCE FACTOR, I: 1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS: SS=0.139 S1=0.061 SITE CLASS: D SEISMIC DESIGN CATEGORY: C BASIC SEISMIC-FORCE-RESISTING SYSTEM: LIGHT FRAMED WALLS WITH SHEAR PANELS DESIGN BASE SHEAR: 45 kips SEISMIC RESPONSE COEFFICIENT: Cs=0.0988 RESPONSE MODIFICATION FACTOR: R=1.5 ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE METHOD FLOOD HAZARD INFORMATION: THIS BUILDING IS NOT DESIGNED FOR FLOOD LOADS. SPECIAL INSPECTIONS: 1. PROVIDE SPECIAL INSPECTIONS PER THE IBC FOR THE FOLLOWING: A. EXISTING SOIL a. STANDARD PROCTOR FOR EACH SOIL TYPE b. IN-SITU MOISTURE CONTENT AND DENSITY - ONE TEST PER 3,000 SF OR 3 MIN PER LIFT B. SELECT FILL a. STANDARD PROCTOR AND ATTERBERG LIMITS FOR EACH SOURCE b. IN-SITU MOISTURE CONTENT AND DENSITY - ONE TEST PER 3,000 SF OR 3 MIN PER LIFT C. CONCRETE a. REBAR SIZE, SPLICES AND LOCATION b. 5 CYLINDERS, SLUMP, AIR CONTENT, & TEMPERATURE FOR EACH 75 YARDS OF CONCRETE c. ANCHOR BOLTS d. VERIFY BATCH TICKETS AND MATCH WITH APPROVED MIX DESIGNS e. OBSERVE ALL CONCRETE PLACEMENT D. STRUCTURAL STEEL a. MEMBER AND CONNECTION SIZES AND LAYOUT b. STEEL, BOLT, NUT, FIELD WELD AND WASHER MATERIAL c. VISUAL OBSERVATION OF THE FOLLOWING OPERATIONS: i. BOLTING PROCEDURE - I TIME ii. SINGLE PASS FILLET WELDS LESS THAN OR EQUAL TO 5/16” - 1 TIME iii.SINGLE PASS FLARE, BEVEL OR VEE WELDS - 1 TIME iv.ALL OTHER WELDS CONTINUOUS E. LIGHT GAUGE FRAMING: a. X-BRACE HOLDOWNS b. ROOF ANCHORAGE AND BLOCKING PATTERN - 2 PANELS c. LIGHT GAUGE CONNECTORS, TYPE, SPACING AND ANCHORAGE PROFESSIONAL E N G INEE R101042 RE GIST E R E D JUSTIN R. DAVIDSON STA T E O F TEXA S Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 2-6-2019 NOTES S0.1 02-06-2019 17190 SMM JRD JRDAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 Revision Schedule # Description Date EXISTING FOUNDATION 1 S3.1 2 S3.1 15 S3.1 3 S3.1 3 S3.1 15 S3.1 2 S3.1 2 S3.1 2 S3.1 2 S3.1 2 S3.1 5 S3.1 4 S3.1 5 S3.1 6 S3.1 6 S3.1 6 S3.1 25' - 0"35' - 4"5' - 0"7' - 4 5/8"11' - 1 11/16"5' - 7 11/16"6' - 2"12' - 2 3/4"6' - 7 1/4"6' - 2"2' - 7 1/8"2' - 9 1/16" 3' - 9 5/16" 4' - 7 1/8"10' - 10 9/16" 96' - 0 3/8" 9' - 8" 12' - 6 5/16"12' - 6 5/16"12' - 6 5/16"4' - 5 3/4"4' - 2 1/4"6' - 0"2' - 0"10' - 0"2' - 0"10' - 2 1/2"10' - 7 11/16"10' - 3 7/8"11' - 6 1/8"3' - 8 9/16"13' - 0 3/8" 26' - 8" 4" THICK CONCRETE SLAB OVER 10 MIL VAPOR RETARDER=REINF WITH #3 AT 18" OC EW FIN FLOOR ELEV = 100'-0" S3.1 9 7 S3.1 60' - 4"2 ' - 0 " 1 0 ' - 8 3 /1 6 " 1 0 9 ' - 0 1 5 /1 6 " 97 ' - 0 1 5 /16 " 22' - 7 3/16"4 1/4"2' - 7 11/16"1 13/16"2' - 0"2' - 0"2' - 0"2' - 0"5 ' - 3 1 /8 " CENTER LINE OF PILASTER CENTER LINE OF PILASTER CENTER LINE OF PILASTER S3.1 10 S3.1 11 11.23°17.31°23.12°29.05°8 S3.1 1 S3.1 15 S3.1 12' - 3 5/16" 2' - 0"9' - 4"1' - 8 3/8"60' - 4 3/4"12 S3.1 3' - 0"3' - 0"3' - 0"3' - 0"4' - 0"4' - 0"3' - 0"3' - 0"6' - 0"3' - 0"3' - 0"3' - 0"6' - 0"6' - 2 3/4"3' - 0"3' - 0"8' - 10 1/2" 24' - 0" 14 S3.1 13 S3.1 14 S3.1 17' - 9 15/16"STEP BOTTOM OF GRADE BEAM HERE STEP BOTTOM OF GRADE BEAM HERE NOTE: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. PROFESSIONAL E N G INEE R101042 RE GIST E R E D JUSTIN R. DAVIDSON STA T E O F TEXA S Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 2-6-2019 FOUNDATION PLAN S1.1 02-06-2019 17190 SMM JRD JRDAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 SCALE:PLAN NORTH TRUE NORTH 1/8" = 1'-0"S1.1 1 FOUNDATION PLAN Revision Schedule # Description Date 4'-0" SPLICE TOP STEEL BOTTOM STEEL4'-0" SPLICE THIS TYPICAL APPLIES TO ALL BEAMS STUD TRACK (SAME GAUGE AS STUD UNLESS NOTED OTHERWISE) #12 TEK SCREW AT EACH SIDE INTO EACH STUDCONCRETE, STEEL, OR LIGHT GAUGE BEAM FOR CONCRETE: HILTI X-DNI AT: 32" OC FOR WALLS UP TO 15'-0" 24" OC FOR WALLS UP TO 18'-0" 16" OC FOR WALLS UP TO 24'-0" 12" OC FOR WALLS UP TO 30'-0" FOR STEEL HILTI X-ALH AT 48" OC 1/8" MAX GAP SLEEVE 4" LARGER DIATHAN PLUMBING LINEPLUMBING LINE CLAY PLUG EXTERIOR GRADE BEAM SLAB STEEL GRADE BEAM REINF VAPOR RETARDER TOP OR BOTTOM STEEL 2 #5 CORNER BARS TOP AND BOTTOM x 2'-6"2'-6"TOP OR BOTTOM STEEL 2 #5 CORNER BARS TOP AND BOTTOM x 2'-6"2'-6"PLAN VIEW (LOOKING DOWN) PLAN VIEW (LOOKING DOWN) SLAB GRADE BEAM CLAY PLUG AROUND RETAINERS AND VOID BOXES RETAINER VOID BOXES FINAL GRADE TO SLOPE AWAY FROM FOUNDATION AT 1:10 MIN LANDSCAPE SOIL 12" THICK TIGHTLY COMPACTED CLAY BACKFILL 5' - 0" BUILDING FOUNDATION "H" = 4" MIN ABOVE LANDSCAPING (MASONRY WALLS) 6" MIN ABOVE LANDSCAPING (NON MASONRY WALLS) THICKNESS OF LANDSCAPING = "H" LANDSCAPING (IE SOD, MULCH, ETC.)6" MIN"H"10' - 0""H"NOTE: USE THIS DETAIL AT EACH INTERIOR CORNDER OF THE FOUNDATION. OUTSIDE EDGE OF FOUNDATION BRICKLEDGE (3) #3 x 4'-0" LONG DIAGONAL IN SLAB HSS6x6 3/4" ANCHOR BOLTS PLATE 3/4" 1/4 1' - 0"1' - 0"1 1/2" (TYP)1 1/2" (TYP) HSS4x4 3/4" EPOXY ANCHORS (4" MIN EMBEDMENT) PLATE 3/4" 10" 1 1/2" (TYP)10"1 1/2" (TYP)3/4"x4" HEADED STUDS PLATE 3/4" 3/4"9"9"INTERMEDIATE STEEL BOTTOM STEEL BOTTOM STEEL TOP STEEL #5 DOWELS AT EACH CONT REBARGRADE BEAM DEPTHGRADE BEAM DEPTHPROFESSIONAL E N G INEE R101042 RE GIST E R E D JUSTIN R. DAVIDSON STA T E O F TEXA S Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 2-6-2019 FOUNDATION TYPICALS S2.1 02-06-2019 17190 SMM JRD JRDAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 SCALE: 3/4" = 1'-0"5 TYPICAL BAR SPLICE DETAIL SCALE: 3" = 1'-0"11 TYPICAL BOTTOM OF STUD TO SUPPORT DETAIL SCALE: 3/4" = 1'-0"9 TYPICAL PLUMBING LINE PENETRATION DETAIL SCALE: 3/4" = 1'-0"1 TYPICAL CORNER BAR DETAIL SCALE: 3/4" = 1'-0"3 TYPICAL GRADE BEAM BACK FILL DETAIL SCALE: 3/4" = 1'-0"8 TYPICAL LANDSCAPING SLOPE DETAIL SCALE: 3/4" = 1'-0"10 TYPICAL SLAB DIAGONALS DETAIL SCALE: 1 1/2" = 1'-0"2 TYPICAL BASE PLATE BP-1 SCALE: 1 1/2" = 1'-0"4 TYPICAL BASE PLATE BP-2 SCALE: 1 1/2" = 1'-0"6 TYPICAL EMBED PLATE P1 SCALE: 3/4" = 1'-0"16 TYPICAL GRADE BEAM STEP DETAIL Revision Schedule # Description Date ELEV=SEE PLAN VAPOR RETARDER SEE PLAN FOR REINF 2 #6 TOP AND BOTTOM SEEPLAN2' - 4"8"5 1/2" 1' - 6"3' - 0"ELEV=SEE PLAN VAPOR RETARDER REINF, SEE PLAN 2 #6 TOP AND BOTTOM SEEPLAN#4 DOWELS AT 12" OC AT DOORS INTO SIDEWALK 3' - 0"1' - 6" ELEV=SEE PLAN VAPOR RETARDER VAPOR RETARDERSEEPLAN 2 #6 TOP AND BOTTOM SEE PLAN FOR REINF 3' - 0"1' - 0"SEEPLAN8"VAPOR RETARDER SEE PLAN FOR REINF EXISTING BUILDING EXISTING VENEER 1' - 0" 2 #6 TOP AND BOTTOM #4 AT 24" OC INTO ADHESIVE ANCHOR (4" MIN EMBEDMENT)SEEPLANVAPOR RETARDER SEE PLAN FOR REINF #4 AT 1'-0" OC INTO ADHESIVE ANCHOR (4" MIN EMBEDMENT) EXISTING BUILDING 2 #6 TOP AND BOTTOM 1' - 0"2" MINSEEPLAN3' - 0"VAPOR RETARDER2 #4 CONT SEE PLAN FOR REINF #4 AT 1'-0" OC INTO ADHESIVE ANCHOR (4" MIN EMBEDMENT) EXISTING BUILDING 1' - 0"4" MIN2 #6 TOP AND BOTTOM ELEV=SEE PLAN VAPOR RETARDER VAPOR RETARDERSEEPLAN #5 AT 12" OC TOP AND BOTTOM, EACH WAY SEE PLAN FOR REINF COLUMN SEE PLAN EMBED PLATE P1 3' - 0"3' - 0" EQUAL EQUAL ELEV=SEE PLAN VAPOR RETARDER VAPOR RETARDERSEEPLAN #5 AT 12" OC TOP AND BOTTOM, EACH WAY SEE PLAN FOR REINF COLUMN SEE PLAN EMBED PLATE P1 3' - 0"3' - 0" 1' - 1 7/8"1' - 10 1/8"2' - 0"2 ' - 0 " 5 7 /1 6 " 5 7 /1 6 " 5 1 /8 "5 1/8"5 1/8"INSIDE FACE OF GRADE BEAM OUTSIDE FACE OF GRADE BEAM GRADE BEAM REINFORCEMENT 3 #4 x 2' - 0"2' - 0"COLUMN SEE PLAN BASE PLATE BP-1 1' - 0"1' - 0"1' - 0"1' - 0" 4 3/4"4 1/2"5 1/8"1' - 1 3/4"5 1/8"1' - 1 3/4" 3' - 0"3' - 0"OUTSIDE FACE OF GRADEBEAM BRICK LEDGE INSIDE FACE OF GRADE BEAM 3 #4 x 3 #4 VERT GRADE BEAM REINFORCEMENT GRADE BEAM REINFORCEMENT 3 #4 1' - 8 3/8"4 1/2"EXISTING BRICK VENEER EXISTING LIGHT GAUGE STUD WALL EXISTING BUILDING COLUMN SEE PLAN BASE PLATE BP-1 5 1/8"5 1/8" 1' - 1 3/4"1 1/2" 3' - 0"3' - 0"GRADE BEAM REINF GRADE BEAM REINF4 #4 VERT 3 #4 x ELEV=SEE PLAN VAPOR RETARDER REINF, SEE PLAN 2 #6 TOP AND BOTTOM SEEPLAN3' - 0"1' - 0" WINDOW SEE ARCHITECTURAL DRAWINGS 2" VERIFY WITH ARCH 3/4"ELEV=SEE PLAN VAPOR RETARDER SEE PLAN FOR REINF GRADE BEAM REINF SEEPLAN2' - 4"8"5 1/2" 3' - 0"3' - 0"COLUMN SEE PLAN EMBED PLATE P1 GRADE BEAM BEYOND 3 - #4 x 3 - #4 VERT SEEPLAN3' - 0"VAPOR RETARDER SEE PLAN FOR REINFEXISTING FOUNDATION EXISTING VENEER 1' - 0" COLUMN SEE PLAN BASE PLATE BP-2 2 #6 TOP AND BOTTOM #4 AT 24" OC INTO ADHESIVE ANCHOR (4" MIN EMBEDMENT) ELEV=SEE PLAN VAPOR RETARDER SEE PLAN FOR REINF 2 #6 TOP AND BOTTOM SEEPLAN1' - 4"2' - 8"5 1/2" 1' - 6"4' - 0"#4 AT 12" OC EF PROFESSIONAL E N G INEE R101042 RE GIST E R E D JUSTIN R. DAVIDSON STA T E O F TEXA S Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 2-6-2019 FOUNDATION SECTIONS S3.1 02-06-2019 17190 SMM JRD JRDAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 SCALE: SECTION 3/4" = 1'-0"S3.1 1 SCALE: SECTION 3/4" = 1'-0"S3.1 2 SCALE: SECTION 3/4" = 1'-0"S3.1 3 SCALE: SECTION 3/4" = 1'-0"S3.1 5 SCALE: SECTION 3/4" = 1'-0"S3.1 4 SCALE: SECTION 3/4" = 1'-0"S3.1 6 SCALE: SECTION 3/4" = 1'-0"S3.1 7 SCALE: SECTION 3/4" = 1'-0"S3.1 8 SCALE: DETAIL 3/4" = 1'-0"S3.1 9 SCALE: DETAIL 3/4" = 1'-0"S3.1 10 SCALE: DETAIL 3/4" = 1'-0"S3.1 11SCALE: SECTION 3/4" = 1'-0"S3.1 12 SCALE: SECTION 3/4" = 1'-0"S3.1 13SCALE: SECTION 3/4" = 1'-0"S3.1 14 SCALE: SECTION 3/4" = 1'-0"S3.1 15 Revision Schedule # Description Date LEGEND W14x22 LIGHT GAUGE JOIST STEEL BEAM LOAD BEARING LIGHT GAUGE WALL ROOF BOUNDARY LIGHT GAUGE HEADER X-BRACE EXISTING BUILDING 4" / 12"4" / 12"2" / 12"2" / 12"HSS6X6X5/16 HIGHHSS6X6X5/16W18X35W21X48W16X26 2" / 12"1 0 8 ' - 1 7 /1 6 " 96' - 1 7/16" 5/8" PLYWOOD OVER LIGHT GAUGE TRUSS AT 2'-0" OC2" / 12"1 S6.1 1 S6.1 3 S6.3 5 S6.1 12 S6.1 HSS6X6X3/8 HIGH HSS6X6X3/8HSS6X6X5/16 LOWHSS6X6X3/8 LOW 13 S6.1 4 S6.1 13 S6.1 15 S6.1 26' - 8"9' - 8" 11' - 4"8 3/8"25' - 0"35' - 4"31' - 3"64' - 9 5/16" 2' - 9 5/8"37' - 5 5/8"12' - 0 7/16"8 5/16"22' - 2 3/4"12' - 7 1/4"HSS3X3X1/4 HSS4X4X1/4 HSS4X4X1/4 HSS3X3X1/4 1 /4 " / 1 2" 5/8" PLYWOOD OVER LIGHT GAUGE TRUSS AT 2'-0" OC HSS3X3X1/4 W12X40 1 S6.2 3 S6.2 800S162-68 LIGHT GAUGE JOIST AT 2'-0" OCPLATE HEIGHT = 110'-6"PLATE HEIGHT = 112'-0"PLATE HEIGHT = 110'-6"PLATE HEIGHT = 112'-0"PLATE HEI GHT = 112'-0"PLATE HEIGHT = 112'-0" 4 S6.2 5 S6.2 60' - 4"BOD= 111' - 8 5/8" 11 S6.2 15 S6.2 362S162-54 OUTRIGGERS AT 2'-0" OC (TYP) W12X19 16 S6.2 PLATE HEIGHT = 112'-0"13 S6.2 HSS8X6X3/8HSS3X3X1/4 5/8" PLYWOOD OVER LIGHT GAUGE TRUSS AT 2'-0" OC 5/8" PLYWOOD OVER LIGHT GAUGE TRUSS AT 2'-0" OC PLATE HEIGHT = 112'-0"17 S6.1 HSS8X6X3/8 HSS6X6X3/16 HSS6X6X3/16 HSS6X6X3/16 HSS6X6X3/16 TOB= 112' - 6 1/2" HIGH BEAM TOB= 112' - 6 1/2" HIGH BEAM TOB= 109' - 3 1/2" LOW BEAM TOB= 112' - 6 1/2" HIGH BEAM TOB= 109' - 3 1/2" LOW BEAM TOB= 111' - 2" HSS6X6X3/16 STUB COLUMN 17 S6.2 19 S6.2 1 S6.3 12' - 0"12' - 0" HSS4X4X1/4 HSS4X4X1/4 800S162-68 AT 2'-0" OC1' - 8 3/16"12' - 0"800S162-68 AT 2'-0" OC1' - 10 3/16"RIDGE BEAMTOB= 110' - 0 13/16" TOB= 113' - 4 5/16" TOB= 113' - 9 1/4" TOB= 113' - 6 5/16" TOB= 109' - 7 7/8" AHU-4 AHU-1 AHU-2 AHU-3A H U -5 4 S6.3 OVERBUILD WITH LIGHT GAUGE GIRDER TRUSS362S162-54OUTRIGGERS AT 16" OCNOTE: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 4" / 12"EXISTING BUILDING HSS6X6X3/8 LOW HSS6X6X3/8 HSS6X6X3/8 HSS6X6X3/8 HSS6X6X3/8 14 S6.1 18 S6.1HSS6X6X3/8 HIGHHSS6X6X3/8 HIGH2' - 8"6' - 0"2' - 8" 16 S6.1 HSS6X6X3/8 LOWHSS6X6X3/8 HSS6X6X3/8 HIGHHSS6X6X3/8 LOW800S126-54 800S126-54 JOIST AT 2'-0" OC 800S126-54 OUTRIGGER AT 2'-0" OC TOB= 124' - 4" TOB= 128' - 4" HIGH BEAM TOB= 122' - 6 1/2" LOW BEAM TOB= 123' - 3 1/2" LOW BEAM TOB= 123' - 3 1/2" LOW BEAM 15 S6.1 BOD= 130' - 1 7/8" BOD= 124' - 0 1/4"PROFESSIONAL E N G INEE R101042 RE GIST E R E D JUSTIN R. DAVIDSON STA T E O F TEXA S Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 2-6-2019 FRAMING PLAN S4.1 02-06-2019 17190 SMM JRD JRDAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 SCALE:PLAN NORTH TRUE NORTH 1/8" = 1'-0"S4.1 1 ROOF FRAMING PLAN SCALE:PLAN NORTH TRUE NORTH 1/8" = 1'-0"S4.1 2 HIGH ROOF Revision Schedule # Description Date WALL STUDS PER PLAN TOP TRACK TO MATCH STUDS DOUBLE STUDS AT LINTEL WINDOW BUCK STUD SEE TABLE FOR NUMBER REQUIRED STITCH WELD STUDS TOGETHER HEADER SEE SECTION AND TABLE FOR SIZE METAL STUDWELD THIS JOINT METAL STUD TOP TRACK TRACK HEADER SEE TABLE FOR SIZE SECTION SPAN SPAN NON-LOAD BEARING WALLS LOAD BEARING WALLS ATTACH TRACK AND HEADER TOGETHER WITH #12 TEK SCREWS AT 12" OC PROVIDE FASTENERS THROUGH GYP BOARD INTO EACH STUD STAGGERED AT 24" OC UP TO 8 FT 8 FT TO 12 FT 12 FT TO 14 FT 14 FT TO 16 FT HEADER DBL 600S162-43 DBL 800S162-43 DBL 1000S162-54 DBL 1200S162-68 UP TO 8 FT 8 FT TO 14 FT HEADER TRIPLE 1000S162-54 TRIPLE 1200S162-68 # BUCK STUDS 1 2 METAL STUDS L3x3x16 GAUGE x 11" LONG CLIP ANGLE (5) #12-14 TEK SCREWS CLIP ANGLE TO JOIST AND (6) #12-14 TEK SCREWS CLIP ANGLE TO TRACK JOIST SEE PLAN TRACK CONT ATTACHED TO EACH STUD WITH (6) #12-14 TEK SCREWS METAL STUDS JOIST CONT ATTACHED TO EACH STUD WITH (6) #12-14 TEK SCREWS PERPENDICULAR TO STUD WALL PARALLEL TO STUD WALL USE WHEN THE UNBRACED WALL LENGTH IS GRATER THAN 10'-0" METAL BRACE STUDS TO MATCH WALL STUDS AT 8'-0" ON ALTERNATING SIDES OF STUD WALL - ATTACH TO BOTTOM CHORD OF JOISTS OR METAL ROOF DECK USING L1 1/2x1 1/2x18 GA CLIP WITH (2) #10 TEK SCREWS INTO BRACE AND BOTTOM CHORD OF JOIST OR METAL ROOF DECK TOP TRACK METAL STUD L3x3x18 GAUGE CLIP WITH (2) #10 TEK SCREWS INTO BRACE AND TOP TRACK 5/8" DIA THREADED ROD AT 48" OC INTO ADHESIVE ANCHOR (6" MIN EMBEDMENT) 200CLA200-68 CLIP ANGLE WITH (2) #10 TEK SCREWS INTO STUDS AT TOP TRACK AND (2) TAPCON SCREWS AT BOTTOM TRACK INTO SLAB NOTE: USE THIS DEATIL WHEN A GAP EXISTS BETWEEN THE METAL STUD AND TOP OR BOTTOM TRACK METAL STUD 5/8" DIA THREADED ROD AT 48" OC INTO ADHESIVE ANCHOR (6" MIN EMBEDMENT) BOTTOM TRACK TOP TRACK METAL STUDS#10 TEK SCREWS TYPICAL METAL STUD TO TRACK DETAIL TYPICAL METAL STUD TO TRACK DETAIL 'A' STUDS SHALL BE SNUG TO THE TOP AND BOTTOM TRACK. IF GAP EXISTS ON TOP OR BOTTOM, USE DETAIL 'A' METAL STUDS #12 SCREWS (TYP) SHEATHING PER ARCH 2" STRAP x 14 GA AT 4'-0" OC BOTH SIDES OF ALL STUDS (EVEN IF SHEATHED ON 1 OR 2 SIDES) STIFFWALL BASE PLATE STIFFWALL COLUMN METAL TOP TRACK WELD DOUBLE STUDS TO TOP TRACK (TYP)METAL STUDS TOP OF CONCRETE BOTTOM TRACK STRAP TYP NOTE: PROVIDE 8" MINIMUM BEARING EACH END SEE SCHEDULE FOR ANGLE SIZE MASONRY VENEER LOOSE LINTEL SCHEDULE MAX SPAN ANGLE SIZE 4'-0"L5x3 1/2x5/16 LLV 8'-0"L6x4x3/8 LLV NOTE: ALL ANGLES TO BE GALVANIZED VENEER EXTERIOR WALL 2x4 DIAGONAL BRACES LATERAL BRACES 300S162-43 METAL STUD x12'-0" LONG 2-16d NAILS INTO BOTTOM CHORD OF EACH TRUSS TRUSS MANUFACTURER10'-0" MAX ORAS DIRECTED BY8'-0" TO 12'-0" MAX DIAGONAL BRACES EVERY 10 TRUSSES (20'-0" MAX) BOTTOM CHORD OF TRUSS NOTE: THIS DETAIL IS FOR PERMANENT BRACING ONLY. TEMPORARY BRACING IS THE RESPONSIBILITY OF THE ERECTOR. APPROXIMATELY 45. EXACT ANGLE SUBJECT TO LOCATION OF TRUSS WEB MEMBER . 5/8" DIA THREADED ROD AT 48" OC INTO ADHESIVE ANCHOR (6" MIN EMBEDMENT) 5/8" DIA THREADED ROD AT 48" OC INTO ADHESIVE ANCHOR (6" MIN EMBEDMENT)BOTTOM TRACK BOTTOM TRACK METAL STUD AT 16" OC METAL STUD AT 16" OC TOP TRACK FOR TRUSS USE TRUSSSTEEL TSUC3 CLIP WITH (3) #10 TEK SCREWS INTO TRUSS BOTTOM CHORD AND INTO TRACK FOR RAFTER USE SIMPSON S/HGAM10KT WITH (4) #14 TEK SCREWS INTO RAFTER AND TRACK RAFTER OR TRUSS SEE PLAN 18 GAUGE BLOCKING ATTACHED TO TOP CHORD OF TRUSS WITH #10x3/4 TEK SCREW AND ATTACHED TO TOP TRACK WITH #10x34/ TEK SCREWS AT 3" OC FLAT BLOCKING AT EVERY FOURTH BAY FOR VENTILATION NOTE: USE THIS DETAIL AT ALL EXTERIOR WALLS UNLESS NOTEED OTHERWISE.HIP WALL GABLE WALL PLATE LINEPLAT E L I N E PLATE LINETOP TRACK BOTTOM TRACK SIMPSON LTP4 AT 48" OC METAL STUD AT 24" OC 3 5/8" METAL STUD BRACING AT 48" OC ATTACHED TO TWO TRUSSES OR TWO CEILING JOIST WITH (2) #10 TEK SCREWS SIMPSON S/H.25 AT 48" OC (LONG LEG TO TRACK) FLAT BLOCKING AT EVERY FOURTH BAY FOR VENTILATION SIMPSON S/HGAM10KT WITH (4) #14 TEK SCREWS INTO OUTLOOKER AND TRACK OUTRIGGER SEE PLAN FOR SIZE AND LOCATION WITH LIGHT GAUGE CLIP ANGLE AT TRUSS 18 GAUGE BLOCKING ATTACHED TO TOP OF OUTRIGGER WITH #10x3/4 TEK SCREW AND ATTACHED TO TOP TRACK WITH #10x3/4 TEK SCREWS AT 3" OC TOP TRACK COLUMN SEE PLAN BEAM SEE PLAN SHEAR PLATE CONNECTION SINGLE SHEAR PLATE (3/8" MIN) WITH HS BOLTS IN BEARING CONNECTION WITH SHORT SLOTTED HORIZONTAL HOLES (TYP)PROFESSIONAL E N G INEE R101042 RE GIST E R E D JUSTIN R. DAVIDSON STA T E O F TEXA S Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 2-6-2019 FRAMING TYPICALS S5.1 02-06-2019 17190 SMM JRD JRDAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 SCALE: 3/4" = 1'-0"1 TYPICAL LIGHT GAUGE HEADER DETAIL SCALE: 3/4" = 1'-0"4 TYPICAL LIGHT GAUGE JOIST TO STUD DTL SCALE: 3/4" = 1'-0"5 TYPICAL LIGHT GAUGE NON-LOAD BEARING INTERIOR WALL BRACE DETAIL SCALE: 3/4" = 1'-0"8 TYPICAL METAL STUD TO TRACK DTL SCALE: 3/4" = 1'-0"10 TYPICAL STUD BRIDGING DETAIL SCALE: 3/4" = 1'-0"7 TYPICAL STIFFWALL X-BRACING DETAIL SCALE: 3/4" = 1'-0"9 TYPICAL LOOSE LINTEL DETAIL SCALE: 3/8" = 1'-0"13 TYPICAL BOTTOM CHORD PERMANENT BRACING DETAIL SCALE: 3/4" = 1'-0"15 TYPICAL WIND RESISTANCE CONNECTORS DETAIL B1 (2) 600 C/STW 250-43 MEDIUM / TRANSITION 6"-54 MILL 16 SCREWS 7/8" DIA THREADED ROD (12" MIN EMBEDMENT) BRACE NO. STIFFWALL COLUMN BOOT STRAP ANCHOR STIFFWALL SCHEDULE SCALE: 3/4" = 1'-0"20 TYPICAL SINGLE PLATE CONNECTION Revision Schedule # Description Date 600S162-68 METAL STUDS AT 24" OC SHEATHING SEE ARCHITECTURAL DRAWINGS SEE ARCH SLOPE OVERBUILD LIGHT GAUGE EXISTING LIGHT GAUGE ROOF TRUSS BOTTOM TRACK TOP TRACK ELEV= SEE PLAN LIGHT GAUGE TRUSS (PER TRUSS MANUFACTURER) 5/8" PLYWOOD SEE TRUSS MANUFACTURER FOR CONNECTION TO TOP TRACK EXISTING PORTION OF TRUSS TO BE REMOVED EXISTING LIGHT GAUGE STUD WALL 600S162-43 WITH 3 #8 TEK SCREWS AT EACH STUD TOP TRACK ELEV= SEE PLAN 600S162-43 METAL STUDS AT 16" OC LIGHT GAUGE TRUSS (PER TRUSS MANUFACTURER) 5/8" PLYWOOD SLOPE SEE TRUSS MANUFACTURER FOR CONNECTION TO TOP TRACK LIGHT GAUGE TRUSS (BEYOND) (PER TRUSS MANUFACTURER) TOP TRACK BEAM, SEE PLAN WINDOW, SEE ARCH VENEER, SEE ARCH SEE PLAN FOR ELEV SEE PLAN FOR ELEV L5x5x5/16 CONT L5x5x5/16 L4x4x1/4 AT 3'-0" OC L5x5x5/16 600S162-68 METAL STUDS AT 24" OC INFILL ELEV= VARIES JOIST SEE PLAN TOP TRACK 600S162-68 METAL STUDS AT 24" OC SHEATHING SEE ARCHITECTURAL DRAWINGS VENEER SEE ARCH LIGHT GAUGE TRACK ATTACHED TO EACH LIGHT GAUGE TUSS WITH 4 - #12 TEK SCREWS 5/8" PLYWOOD SLOPE LIGHT GAUGE JOIST SEE PLAN ELEV= SEE PLAN SEE ARCH SIMPSON L50 AT EACH JOIST BLOCKING AT 4'-0" OC ELEV= VARIES LIGHT GAUGE TRUSS (PER TRUSS MANUFACTURER) 5/8" PLYWOOD VENEER SEE ARCHITECTURAL DRAWINGS 362S162-54 OUTRIGGER PERPENDICULAR TO LIGHT GAUGE TRUSS AT 2'-0" OC 600T162-68 TOP TRACK SEE TYPICAL WIND RESISTANCE CONNECTORS DETAIL SHEATHING SEE ARCHITECTURAL DRAWINGS 600S162-68 METAL STUDS AT 24" OC SEE ARCH BOTTOM CHORD BRIDGING METAL TRACK CONT 200CLA200-54 x 4" LONG ATTACHED TO TRUSS TOP CHORD AND OUTRIGGER WITH (4) #12 TEK SCREWS LIGHT GAUGE BLOCKING TO MATCH OUTRIGGER ELEV=SEE PLAN SEE TYPICAL WIND RESISTANCE CONNECTORS DETAIL 600S162-68 METAL STUDS AT 24" OC 5/8" PLYWOOD SLOPE LIGHT GAUGE JOIST SEE PLAN LIGHT GAUGE TRACK ATTACHED TO EACH LIGHT GAUGE TUSS WITH 4 - #12 TEK SCREWS ROLLED L5x5x5/16 362S162-43 METAL STUDS AT 4'-0" OC 800S162-68 x 1'-6" LONG WITH 6 SCREWS TO JOIST 5/8" PLYWOOD 362S162-43 OUTRIGGER PERPENDICULAR TO TRACK AT 2'-0" OC 600T162-43 TOP TRACK SEE TYPICAL WIND RESISTANCE CONNECTORS DETAIL SHEATHING SEE ARCHITECTURAL DRAWINGS 600S162-68 METAL STUDS AT 24" OC SEE ARCH BOTTOM CHORD BRIDGING METAL TRACK CONT 200CLA200-54 x 4" LONG ATTACHED TO TRUSS TOP CHORD AND OUTRIGGER WITH (4) #12 TEK SCREWS LIGHT GAUGE BLOCKING TO MATCH OUTRIGGER SEE TYPICAL WIND RESISTANCE CONNECTORS DETAIL 600S162-68 METAL STUDS AT 24" OC LIGHT GAUGE TRUSS (PER TRUSS MANUFACTURER) ELEV= VARIES BEAM SEE PLAN FOLDING DOOR (REFER TO MANUFACTURER FOR ATTACHMENT) SEE ARCH FOR HEIGHT OF BEAM ANCHOR RODS PER DOOR MANFUACTURER BEAM SEE PLAN ELEV=SEE PLAN LIGHT GAUGE TRUSS ELEV= VARIES 362S162-43 METAL STUDS AT 8'-0" OC STAGGERED BEAM, SEE PLAN SLOPE LIGHT GAUGE TRUSS (PER TRUSS MANUFACTURER) 5/8" PLYWOOD LIGHT GAUGE TRUSS (BEYOND) (PER TRUSS MANUFACTURER) SEE PLAN FOR ELEV SEE PLAN FOR ELEV SEE TRUSS MANUFACTURER FOR CONNECTION TO BEAM ELEV= VARIES 362S162-43 OUTRIGGER PERPENDICULAR TO TRACK AT 2'-0" OC SEE TYPICAL WIND RESISTANCE CONNECTORS DETAIL METAL TRACK CONT LIGHT GAUGE BLOCKING TO MATCH OUTRIGGER 5/8" PLYWOOD 600S162-43 METAL STUDS AT 16" OC LIGHT GAUGE TRUSS ELEV= VARIES SEE TYPICAL LIGHT GAUGE HEADER DETAIL LIGHT GAUGE TRUSS SEE PLAN FOR ELEV SEE PLAN FOR ELEV SHEATHING SEE ARCHITECTURAL DRAWINGS SEE ARCH BOTTOM TRACK TOP TRACK 600S162-43 WITH 3 #8 TEK SCREWS AT EACH STUD ELEV= VARIES LIGHT GAUGE TRUSS 5/8" PLYWOOD VENEER SEE ARCHITECTURAL DRAWINGS 362S162-43 OUTRIGGER PERPENDICULAR TO TRACK AT 2'-0" OC 600T162-43 TOP TRACK SEE TYPICAL WIND RESISTANCE CONNECTORS DETAIL SHEATHING SEE ARCHITECTURAL DRAWINGS 600S162-68 METAL STUDS AT 24" OC SEE ARCH METAL TRACK CONT 200CLA200-54 x 4" LONG ATTACHED TO TRUSS TOP CHORD AND OUTRIGGER WITH (4) #12 TEK SCREWS LIGHT GAUGE BLOCKING TO MATCH OUTRIGGER ELEV=SEE PLAN SEE TYPICAL WIND RESISTANCE CONNECTORS DETAIL 600S162-68 METAL STUDS AT 24" OC L5x5x5/16 CONT LIGHT GAUGE HEADER SEE LIGHT GAUGE HEADER DETAIL BOTTOM CHORD BRIDGING WINDOW, SEE ARCH 362S162-43 METAL STUDS AT 4'-0" OC ELEV= VARIES LIGHT GAUGE TRUSS 5/8" PLYWOOD VENEER SEE ARCHITECTURAL DRAWINGS 362S162-43 OUTRIGGER PERPENDICULAR TO TRACK AT 2'-0" OC 600T162-68 TOP TRACK SEE TYPICAL WIND RESISTANCE CONNECTORS DETAIL SHEATHING SEE ARCHITECTURAL DRAWINGS 600S162-68 METAL STUDS AT 24" OC SEE ARCH 362S162-43 METAL STUDS AT 4'-0" OC METAL TRACK CONT 200CLA200-54 x 4" LONG ATTACHED TO TRUSS TOP CHORD AND OUTRIGGER WITH (4) #12 TEK SCREWS LIGHT GAUGE BLOCKING TO MATCH OUTRIGGER ELEV=SEE PLAN SEE TYPICAL WIND RESISTANCE CONNECTORS DETAIL 600S162-68 METAL STUDS AT 24" OC L5x5x5/16 CONT BOTTOM CHORD BRIDGING BEAM SEE PLAN BEAM SEE PLAN STUB COLUMN SEE PLAN WINDOW, SEE ARCH SEE TYPICAL SINGLE SHEAR PLATE CONNECTION ELEV=SEE PLAN SEE ARCH FOR ELEV PROFESSIONAL E N G INEE R101042 RE GIST E R E D JUSTIN R. DAVIDSON STA T E O F TEXA S Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 2-6-2019 FRAMING SECTIONS S6.2 02-06-2019 17190 SMM JRD JRDAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 SCALE: SECTION 3/4" = 1'-0"S6.2 1 SCALE: SECTION 3/4" = 1'-0"S6.2 3 SCALE: SECTION 3/4" = 1'-0"S6.2 4 SCALE: SECTION 3/4" = 1'-0"S6.2 5 SCALE: SECTION 3/4" = 1'-0"S6.2 11 SCALE: SECTION 3/4" = 1'-0"S6.2 15 SCALE: SECTION 3/4" = 1'-0"S6.2 16 SCALE: SECTION 3/4" = 1'-0"S6.2 13 SCALE: SECTION 3/4" = 1'-0"S6.2 17 SCALE: SECTION 3/4" = 1'-0"S6.2 19 Revision Schedule # Description Date LIGHT GAUGE TRUSS (PER TRUSS MANUFACTURER) 5/8" PLYWOOD SLOPE VENEER SEE ARCHITECTURAL DRAWINGS SEE TRUSS MANUFACTURER FOR CONNECTION TO TOP TRACK TOP TRACK 600S162-68 METAL STUDS AT 24" OC SEE ARCH SHEATHING SEE ARCHITECTURAL DRAWINGS LIGHT GAUGE TRUSS (PER TRUSS MANUFACTURER) VENEER SEE ARCHITECTURAL DRAWINGS 200CLA200-54 x 5" LONG ATTACHED TO TOP TRACK AND TRUSS WITH 4 - #12 TEK SCREWS TOP TRACK ELEV= SEE PLAN 600S162-68 METAL STUDS AT 24" OC 5/8" PLYWOOD SEE ARCH METAL TRACK CONT SLOPE L5x5x5/16 CONT WINDOW, SEE ARCH BEAM SEE PLAN SHEATHING SEE ARCHITECTURAL DRAWINGS 600S162-68 METAL STUDS AT 24" OC SHEATHING SEE ARCHITECTURAL DRAWINGS SEE ARCH SLOPE OVERBUILD LIGHT GAUGE EXISTING LIGHT GAUGE ROOF TRUSS BOTTOM TRACK TOP TRACK ELEV= SEE PLAN LIGHT GAUGE TRUSS (PER TRUSS MANUFACTURER) 5/8" PLYWOOD SEE TRUSS MANUFACTURER FOR CONNECTION TO TOP TRACK EXISTING PORTION OF TRUSS TO BE REMOVED BEAM SEE PLAN 600S162-43 WITH 3 #8 TEK SCREWS AT EACH STUD PROFESSIONAL E N G INEE R101042 RE GIST E R E D JUSTIN R. DAVIDSON STA T E O F TEXA S Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 2-6-2019 FRAMING SECTIONS S6.3 02-06-2019 17190 SMM JRD JRDAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 SCALE: SECTION 3/4" = 1'-0"S6.3 1 SCALE: SECTION 3/4" = 1'-0"S6.3 3SCALE: SECTION 3/4" = 1'-0"S6.3 4 Revision Schedule # Description Date NO WORK THIS AREA 4 55 1 1 11 2 23 6 4 4 4 7 8 10 DEMOLITION PLAN GENERAL NOTES 1. VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO BID SUBMISSION. DISCREPANCIES BETWEEN CONSTRUCTION INDICATED ON DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO ARCHITECT’S ATTENTION IMMEDIATELY IN WRITING. 2. DEMOLISHED ITEMS NOT INDICATED TO BE “DELIVERED TO OWNER” OR “TO BE RELOCATED” SHALL BE REMOVED FROM SITE AS SOON AS POSSIBLE UNLESS THEY ARE TO BE USED FOR REQUIRED PATCHING AND INFILL OF EXISTING CONSTRUCTION THAT IS TO REMAIN. NO OTHER DEMOLISHED ITEMS SHALL BE STORED ON SITE. 3. DEMOLISHED ITEMS NOTED AS “DELIVER TO OWNER” OR “TO BE RELOCATED” SHALL BE REMOVED OR DISASSEMBLED IN SUCH A MANNER THAT WILL NOT DAMAGE THE ITEM AND PREVENT IT FROM BEING RELOCATED. REPAIR OR REPLACE SUCH ITEMS, IF DAMAGED. NOTIFY OWNER’S REPRESENTATIVE IMMEDIATELY IF DAMAGE HAS OCCURRED, AND SUBMIT A REPAIR SOLUTION TO ARCHITECT FOR REVIEW. 4. TEMPORARILY STORE ITEMS INDICATED AS “DELIVER TO THE OWNER” IN ONSITE LOCATION, DESIGNATED BY THE OWNER. OWNER SHALL MOVE ITEM(S), AS NECESSARY, TO NOT HINDER OR DELAY PERFORMANCE OF WORK IN AREA. 5. TEMPORARILY STORE ITEMS INDICATED AS “TO BE RELOCATED” IN LOCATION ONSITE AND PROTECT ITEMS FROM DAMAGE PRIOR TO INSTALLATION IN NEW LOCATION. 6. ITEMS INDICATED “TO REMAIN” THAT ARE DAMAGED DURING THE PERFORMANCE OF THE DEMOLITION WORK. SUCH DAMAGE SHALL BE REPORTED TO OWNER’S REPRESENTATIVE IMMEDIATELY, AND SUBMIT A REPAIR SOLUTION TO ARCHITECT FOR REVIEW. 7. COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION WORK IN EACH AREA OF DEMOLITION. EXISTING CONSTRUCTION IN AREAS ADJACENT TO DEMOLITION WORK SHALL BE PATCHED AND REPAIRED TO MATCH ORIGINAL EXISTING CONDITION AS REQUIRED TO PROVIDE FOR NEW CONSTRUCTION WORK IN AREA OF DEMOLITION. 8. ITEMS INDICATED TO BE REMOVED BY OWNER SHALL BE COMPLETED PRIOR TO COMMENCEMENT OF WORK. 9. AT LOCATIONS WHERE A PORTION OF EXISTING CONSTRUCTION IS TO BE REMOVED AND PREPARED FOR NEW INFILL CONSTRUCTION, OR AN OPENING IN A WALL, ROOF, OR FLOOR IS CREATED BY DEMOLITION WORK, CONSTRUCT INFILL WITH SAME MATERIALS AND METHOD OF CONSTRUCTION AS EXISTING ADJACENT CONSTRUCTION, UNLESS NOTED OTHERWISE. SEE ARCHITECTURAL DRAWINGS FOR INFILL CONSTRUCTION. INFILL CONSTRUCTION SHALL SMOOTHLY BUTT ADJACENT SURFACES AND MATCH THE FINISH, U.N.O. 10. AT LOCATIONS WHERE AN ITEM IS TO BE REMOVED FROM A SURFACE THAT IS TO REMAIN, PATCH AND REPAIR EXISTING SURFACE TO MATCH EXISTING ADJACENT SURFACE, UNLESS INDICATED OTHERWISE. 11. EXISTING ITEMS ANCHORED TO CONSTRUCTION THAT IS INDICATED TO BE DEMOLISHED SHALL BE CONSIDERED A PART OF DEMOLISHED CONSTRUCTION AND SHALL BE DEMOLISHED WITH THE INDICATED CONSTRUCTION, UNLESS NOTED OTHERWISE. 12. IN CONDITIONS WHERE A WALL OR FLOOR FINISH IS DEMOLISHED CREATING A DISSIMILAR ELEVATION IN ADJACENT FLOOR FINISHES, INSTALL AN APPROVED LEVELING MATERIAL TO BRING LOWER FLOOR FINISH ELEVATION UP TO AN ELEVATION FLUSH WITH ADJACENT FLOOR. 13. CONSTRUCT TEMPORARY DUST PARTITIONS TO CONTAIN DEMOLITION WORK AND PREVENT CONSTRUCTION DUST FROM ENTERING ADJACENT EXISTING CONSTRUCTION. SUBMIT LOCATIONS OF THESE PARTITIONS FOR APPROVAL BY OWNER’S REPRESENTATIVE. PARTITION LOCATIONS SHALL NOT IMPEDE OR HINDER EMERGENCY EGRESS FROM BUILDING. SPECIFICATIONS FOR CONSTRUCTION OF DUST PARTITIONS. 14. RETAIN DEMOLISHED MATERIALS AS NEEDED FOR INFILL OPENINGS IN EXISTING CONSTRUCTION SO THAT FINISH MATERIALS WILL PROPERLY ALIGN WITH EXISTING AND MATCH THE EXISTING FINISH. IF DEMOLISHED MATERIALS ARE NOT SALVAGEABLE, NOTIFY OWNER’S REPRESENTATIVE, SO THAT ALTERNATE SOLUTIONS MAY BE DETERMINED. 15. IF EXISTING CONSTRUCTION IS REVEALED NOT CONSTRUCTED OR FINISHED IN A MANNER THAT MATCHES ADJACENT SURFACES, PATCH AREA AS NECESSARY WITH APPROPRIATE MATERIALS AND METHODS OF CONSTRUCTION TO MATCH EXISTING ADJACENT FINISH, OR PREPARE SURFACE FOR INSTALLATION OF NEW FINISH. CONTACT OWNER’S REPRESENTATIVE AS SOON AS POSSIBLE SO THAT CONCEALED CONSTRUCTION MAY BE IDENTIFIED AND SCOPE OF POSSIBLE ADDITIONAL WORK DETERMINED. 16. WHEN EXISTING SURFACE IS INDICATED TO BE “PATCHED AND REPAIRED” OR “PREPARED” TO RECEIVE NEW FINISH MATERIAL, PROVIDE A CONSTRUCTION SURFACE THAT IS CAPABLE OF RECEIVING NEW FINISH MATERIAL. 17. WHEN THE TERM ‘ENTIRETY’ IS DIRECTED TO A SPECIFIC ITEM OR ASSEMBLY, DEMOLISH AND REMOVE IDENTIFIED ITEM AND ASSOCIATED CONSTRUCTION PERTINENT TO THE ITEM, INCLUDING, BUT NOT LIMITED TO UNDERGROUND AND CONCEALED CONSTRUCTION, SUCH AS FOOTINGS AND FOUNDATIONS, SEWER, PLUMBING, AND ELECTRICAL WORK. THIS DEMOLITION WORK SHALL BE COORDINATED WITH THE CIVIL, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND TECHNOLOGY DRAWINGS. A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 DEMOLITION FLOOR PLAN AD2.1 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE:PLAN NORTH TRUE NORTH 1/8" = 1'-0"AD2.1 1 DEMOLITION PLAN - FIRST FLOOR KEYNOTES - DEMOLITION FLOOR PLAN NOTE DESCRIPTION 1 DEMO ALL VCT FLOORING,AND ACOUSTICAL CEILING TILE FINISHES IN THIS AREA COMPLETE.PATCH AND PREPARE ALL SURFACES FOR NEW FINISHES. 2 DEMO EXISTING EXTERIOR WINDOW, PORTION OF EXTERIOR WALL, PREPARE SURFACES FOR NEW CONSTRUCTION 3 DEMO PORTION OF EXTERIOR WALL, COORDINATE WITH NEW PLAN 4 DEMO DOORS AND WALL 5 REMOVE EXISTING TOILET PARTITIONS AND PLUMBING FIXTURES,sALVAGE FOR REUSE.DEMO TILE FINISHES, ACOUSTICAL CEILING TILE FINISHES,AND COUNTERTOPS 6 DEMO PORTION OF MASONRY VENEER, COORDINATE WITH NEW PLAN 7 SOUTH BUILDING TO BE DEMOLISHED COMPLETE, DEMOLITION TO BE COMPLETED BY CITY OF DENTON, N.I.C. 8 EXISTING RECESSED FIRE EXTINGUSHER TO REMAIN 10 RECESSED FIRE EXTINGUSHER TO BE REMOVE NOTE: EXISTING FINSHES IN ALL ROOMS EXCEPT RESTROOM ARE CURRNTLY PAINTED GYPSUM BOARD WALLS, VCT FLOORING, AND ACOUSTICAL CEILINGS. EXISTING RESTROOM FINISHES - FLOOR AND WALL TILE, AND ACOUSTICAL CEILINGS. Revision Schedule # Description Date 4" / 12"4" / 12"4" / 12"NORTH BUILDING EXISTING ROOF TO REMAIN 4" / 12"9 7 DEMOLITION PLAN GENERAL NOTES 1. VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO BID SUBMISSION. DISCREPANCIES BETWEEN CONSTRUCTION INDICATED ON DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO ARCHITECT’S ATTENTION IMMEDIATELY IN WRITING. 2. DEMOLISHED ITEMS NOT INDICATED TO BE “DELIVERED TO OWNER” OR “TO BE RELOCATED” SHALL BE REMOVED FROM SITE AS SOON AS POSSIBLE UNLESS THEY ARE TO BE USED FOR REQUIRED PATCHING AND INFILL OF EXISTING CONSTRUCTION THAT IS TO REMAIN. NO OTHER DEMOLISHED ITEMS SHALL BE STORED ON SITE. 3. DEMOLISHED ITEMS NOTED AS “DELIVER TO OWNER” OR “TO BE RELOCATED” SHALL BE REMOVED OR DISASSEMBLED IN SUCH A MANNER THAT WILL NOT DAMAGE THE ITEM AND PREVENT IT FROM BEING RELOCATED. REPAIR OR REPLACE SUCH ITEMS, IF DAMAGED. NOTIFY OWNER’S REPRESENTATIVE IMMEDIATELY IF DAMAGE HAS OCCURRED, AND SUBMIT A REPAIR SOLUTION TO ARCHITECT FOR REVIEW. 4. TEMPORARILY STORE ITEMS INDICATED AS “DELIVER TO THE OWNER” IN ONSITE LOCATION, DESIGNATED BY THE OWNER. OWNER SHALL MOVE ITEM(S), AS NECESSARY, TO NOT HINDER OR DELAY PERFORMANCE OF WORK IN AREA. 5. TEMPORARILY STORE ITEMS INDICATED AS “TO BE RELOCATED” IN LOCATION ONSITE AND PROTECT ITEMS FROM DAMAGE PRIOR TO INSTALLATION IN NEW LOCATION. 6. ITEMS INDICATED “TO REMAIN” THAT ARE DAMAGED DURING THE PERFORMANCE OF THE DEMOLITION WORK. SUCH DAMAGE SHALL BE REPORTED TO OWNER’S REPRESENTATIVE IMMEDIATELY, AND SUBMIT A REPAIR SOLUTION TO ARCHITECT FOR REVIEW. 7. COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION WORK IN EACH AREA OF DEMOLITION. EXISTING CONSTRUCTION IN AREAS ADJACENT TO DEMOLITION WORK SHALL BE PATCHED AND REPAIRED TO MATCH ORIGINAL EXISTING CONDITION AS REQUIRED TO PROVIDE FOR NEW CONSTRUCTION WORK IN AREA OF DEMOLITION. 8. ITEMS INDICATED TO BE REMOVED BY OWNER SHALL BE COMPLETED PRIOR TO COMMENCEMENT OF WORK. 9. AT LOCATIONS WHERE A PORTION OF EXISTING CONSTRUCTION IS TO BE REMOVED AND PREPARED FOR NEW INFILL CONSTRUCTION, OR AN OPENING IN A WALL, ROOF, OR FLOOR IS CREATED BY DEMOLITION WORK, CONSTRUCT INFILL WITH SAME MATERIALS AND METHOD OF CONSTRUCTION AS EXISTING ADJACENT CONSTRUCTION, UNLESS NOTED OTHERWISE. SEE ARCHITECTURAL DRAWINGS FOR INFILL CONSTRUCTION. INFILL CONSTRUCTION SHALL SMOOTHLY BUTT ADJACENT SURFACES AND MATCH THE FINISH, U.N.O. 10. AT LOCATIONS WHERE AN ITEM IS TO BE REMOVED FROM A SURFACE THAT IS TO REMAIN, PATCH AND REPAIR EXISTING SURFACE TO MATCH EXISTING ADJACENT SURFACE, UNLESS INDICATED OTHERWISE. 11. EXISTING ITEMS ANCHORED TO CONSTRUCTION THAT IS INDICATED TO BE DEMOLISHED SHALL BE CONSIDERED A PART OF DEMOLISHED CONSTRUCTION AND SHALL BE DEMOLISHED WITH THE INDICATED CONSTRUCTION, UNLESS NOTED OTHERWISE. 12. IN CONDITIONS WHERE A WALL OR FLOOR FINISH IS DEMOLISHED CREATING A DISSIMILAR ELEVATION IN ADJACENT FLOOR FINISHES, INSTALL AN APPROVED LEVELING MATERIAL TO BRING LOWER FLOOR FINISH ELEVATION UP TO AN ELEVATION FLUSH WITH ADJACENT FLOOR. 13. CONSTRUCT TEMPORARY DUST PARTITIONS TO CONTAIN DEMOLITION WORK AND PREVENT CONSTRUCTION DUST FROM ENTERING ADJACENT EXISTING CONSTRUCTION. SUBMIT LOCATIONS OF THESE PARTITIONS FOR APPROVAL BY OWNER’S REPRESENTATIVE. PARTITION LOCATIONS SHALL NOT IMPEDE OR HINDER EMERGENCY EGRESS FROM BUILDING. SPECIFICATIONS FOR CONSTRUCTION OF DUST PARTITIONS. 14. RETAIN DEMOLISHED MATERIALS AS NEEDED FOR INFILL OPENINGS IN EXISTING CONSTRUCTION SO THAT FINISH MATERIALS WILL PROPERLY ALIGN WITH EXISTING AND MATCH THE EXISTING FINISH. IF DEMOLISHED MATERIALS ARE NOT SALVAGEABLE, NOTIFY OWNER’S REPRESENTATIVE, SO THAT ALTERNATE SOLUTIONS MAY BE DETERMINED. 15. IF EXISTING CONSTRUCTION IS REVEALED NOT CONSTRUCTED OR FINISHED IN A MANNER THAT MATCHES ADJACENT SURFACES, PATCH AREA AS NECESSARY WITH APPROPRIATE MATERIALS AND METHODS OF CONSTRUCTION TO MATCH EXISTING ADJACENT FINISH, OR PREPARE SURFACE FOR INSTALLATION OF NEW FINISH. CONTACT OWNER’S REPRESENTATIVE AS SOON AS POSSIBLE SO THAT CONCEALED CONSTRUCTION MAY BE IDENTIFIED AND SCOPE OF POSSIBLE ADDITIONAL WORK DETERMINED. 16. WHEN EXISTING SURFACE IS INDICATED TO BE “PATCHED AND REPAIRED” OR “PREPARED” TO RECEIVE NEW FINISH MATERIAL, PROVIDE A CONSTRUCTION SURFACE THAT IS CAPABLE OF RECEIVING NEW FINISH MATERIAL. 17. WHEN THE TERM ‘ENTIRETY’ IS DIRECTED TO A SPECIFIC ITEM OR ASSEMBLY, DEMOLISH AND REMOVE IDENTIFIED ITEM AND ASSOCIATED CONSTRUCTION PERTINENT TO THE ITEM, INCLUDING, BUT NOT LIMITED TO UNDERGROUND AND CONCEALED CONSTRUCTION, SUCH AS FOOTINGS AND FOUNDATIONS, SEWER, PLUMBING, AND ELECTRICAL WORK. THIS DEMOLITION WORK SHALL BE COORDINATED WITH THE CIVIL, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL, AND TECHNOLOGY DRAWINGS. A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 DEMOLITION ROOF PLAN AD2.2 02-06-2019 17190 SLH DSB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE:PLAN NORTH TRUE NORTH 1/8" = 1'-0"AD2.2 1 DEMOLITION PLAN - ROOF KEYNOTES - DEMOLITION ROOF PLAN NOTE DESCRIPTION 7 SOUTH BUILDING TO BE DEMOLISHED COMPLETE, DEMOLITION TO BE COMPLETED BY CITY OF DENTON, N.I.C. 9 REMOVE PORTION OF ROOFING MATERIAL AS REQUIRED TO OVERBUILD. COORDINATE WITH STRUCTURAL AND ARCHITECTURAL PLANS Revision Schedule # Description Date 7 9 "X" CUT SET 30.27'29.29'15.14'24.64'15' 31.12' 31.43'26.61'26.63'45.23'32.5'26.74'29.73' 29.94' 18.59' 34.05' 32.5' 18.14'LAKEY STREET(VARIABLE WIDTH RIGHT-OF-WAY)WILSON STREET (VARIABLE WIDTH RIGHT-OF-WAY) 1010 1012 1022 1014 1. REFERENCE LANDSCAPE, CIVIL, MEP AND SECURITY FOR COMPLETE INFORMATION. 2. ALL DISTURBED AREAS, WHETHER WITHIN DEFINED PROJECT BOUNDARIES OR OUTSIDE BOUNDARIES ARE TO BE REPAIRED TO CONDITION PRIOR TO COMMENCEMENT OR WORK AND ACCEPTABLE TO OWNER. ALL DISTURBED AREAS WILL REQUIRE GRASSING, TEMPORARY IRRIGATION AND CUTTING UNTIL FULLY ESTABLISHED AND ACCEPTED BY OWNER. 3. REFERENCE CIVIL FOR SIGNAGE AND STRIPING REQUIREMENTS. 4. ALL SITE WORK MUST CONFORM TO CITY REQUIREMENTS, CODES AND STANDARDS. GENERAL SITE NOTES EXISTING NORTH BUILDING TO REMAIN EXISTING PAVING TO REMAIN EXISTING BASKETBALL COURT TO REMAIN PROPOSED BUILDING S2 S1 S6 1/ A1.23/ A1.2 2/ A1.2SQUARE METAL TUBE POST 2" SQUARE METAL TUBE RAIL2"3' - 6"3' - 4"6"SQUARE METAL TUBE RAIL2" SQUARE METAL TUBE POST 1/2"x1/2" METAL PICKET CONCRETE SLAB, REFER TO STRUCTURAL 1"x1" METAL TUBE BOTTOM RAIL4"4"5' - 0"3' - 6"6"CONCRETE SLAB, REFER TO STRUCTURAL WROUGHT IRON FENCE TO MATCH EXISTING, FENCE AND GATE BY MANUFACTURER MAX. 8' - 0"MIN.2' - 0"2"5' - 9"1"6' - 0"4" O.C. CONCRETE FOOTING A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 ARCHITECTURAL SITE PLAN A1.1 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 05-10-2019 KEYNOTES - SITE PLAN NOTE DESCRIPTION S1 BASKETBALL COURT TO REMAIN, DO NOT USE FOR STAGING OR CONSTRUCTION PURPOSES S2 GUARDRAIL, REFER TO 2/A1.1 S6 WROUGHT IRON FENCE AND GATE REFER 3/A1.1 SCALE:PLAN NORTH TRUE NORTH 1/16" = 1'-0"A1.1 1 ARCHITECTURAL SITE PLAN SCALE: 3/4" = 1'-0"A1.1 2 GUARDRAIL DETAIL SCALE: 3/8" = 1'-0"A1.1 3 FENCE DETAIL Revision Schedule # Description Date 1 City Comments 05-10-2019 1 STEEL BRACKETS DROP ROD @ EACH GATE CONC. PAD METAL GATE, PRIME AND PAINT ALL SUFACES HORIZONTAL PRE-FINISHED METAL PANELS ATTACHED TO GATE METAL FRAME CORE HOLE INTO CONCRETE PAD FOR DROP ROD 3 HINGES, LAY BACK HINGES TO ALLOW GATE TO OPERATE WITH 180° SWING STEEL GATE, PRIME AND PAINT ALL SURFACES STEEL POST, REF. 5/A1.2 SPLIT-FACED C.M.U. WALL 2" 4x4 STEEL POST, PRIME AND PAINT ALL SURFACES 6" CONCRETE SURROUNDS POST IN ALL DIRECTIONS4' - 0"4" 6" THICK CONC. APPROACH PAD FOR FRONT-LOAD CONTAINERS POST CAP, PRIME AND PAINT 6' - 0"1/2"FILL WITH CONCRETE AND MOUND UP ON TOP 6" PIPE TYP. OPTIONAL CORE TO INSTALL BOLLARD CONCRETE SLAB CONCRETE FILLED MAX6"12" DIA4' - 0"4' - 0"BOLLARDS TO BE PAINTED TRAFFIC YELLOW 4" CAST STONE WALL CAP STEEL POST, REF. 5/A1.2 METAL GATE W/ PRE- FINISHED METAL PANEL DROP ROD AT EACH GATE, REF. 4/A1.2 SPLIT-FACED C.M.U. ENCLOSURE WALL 6"7' - 6"4"9"3' - 0"3' - 0"9"8' - 0"SPLIT-FACED C.M.U. ENCLOSURE WALL 4" CAST STONE WALL CAP 4"4" CAST STONE WALL CAP SPLIT- FACED C.M.U ENCLOSURE WALL METAL GATE W/ PRE- FINISHED METAL PANEL STEEL POST, REF. 5/A1.28' - 0"4"A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 SITE PLAN DETAILS A1.2 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 05-10-2019 SCALE: 1/2" = 1'-0"A1.2 4 DROP ROD DETAIL SCALE: 3" = 1'-0"A1.2 7 GATE MOUNTING DETAIL SCALE: 1/2" = 1'-0"A1.2 5 GATE POST DETAIL SCALE: 1/2" = 1'-0"A1.2 6 TYPICAL BOLLARD DETAIL GENERAL NOTE 1. ALL EXPOSED METAL SURFACES WILL BE REQURED TO BE PRIMED AND PAINTED Revision Schedule # Description Date 1 City Comments 05-10-2019 SCALE: 1/4" = 1'-0"A1.2 1 DUMPSTER ENCLOSURE WEST ELEVATION SCALE: 1/4" = 1'-0"A1.2 2 DUMPSTER ENCLOSURE EAST ELEVATION SCALE: 1/4" = 1'-0"A1.2 3 DUMSPTER ENCLOSURE NORTH ELEVATION 1 A3.1 3 A3.1 1 A3.1 4 A3.1 2 LOGGIA 101 CORRIDOR 109 MULTI-PURPOSE A 102 MULTI-PURPOSE B 103 PANTRY 105 AV/ ELEC. 104 WARMING KITCHEN 106 STORAGE 107 SPRINKLER ROOM 108 WOMEN 119 JANITOR 121 MEN 120 COMPUTER LAB 117 CLASSROOM 115 RECEPTION 111 OFFICE 110 STORAGE 113 lT/ELEC. 114 FITNESS AREA 118 REC ROOM AREA 116 3/ A7.14/ A7.11 A4.1 1 A4.1 TV TV PROJECTION SCREEN 4 A4.1 4 A4.1 5/ A7.1 8/ A7.1 9/ A7.1 1/ A7.1 2/ A7.1 2 A4.2 1 A4.2 3 A4.2 5 A4.2 A5.1 3 A5.1 16 A5.1 18 A5.1 19 A5.1 20 A5.1 15 2 A4.1 2 A4.1 ELEC. A2.3 1 NO WORK THIS AREA 113114 111 110 110A 109 103A109A 102A 102 104 106 106A 107 F.A. 106B 106C 3 A4.1 3 A4.1 4 A4.2 7' - 0"12' - 0"6' - 0"6' - 0"11' - 10"1' - 4"3' - 4"8' - 0"3' - 4"1' - 4"60' - 2"35' - 2"25' - 0"6' - 0"1' - 4"6' - 0"1' - 4"6' - 0"30' - 0" 8' - 0"1' - 4"16' - 0"1' - 4" 26' - 8"22' - 7" 0' - 4"2' - 0"10' - 2 1/2"10' - 7 3/4"10' - 4"11' - 6 1/4"3' - 8 3/4"2' - 7 1/4" 2' - 9" 3' - 9 1/4" 4' - 7 1/4" 10' - 10 1/2" 6' - 7 3/4"64' - 9 1/2" 14' - 1 1/2"10' - 0"2' - 0"2' - 0"9' - 4" 1' - 8 1/2" 5 A4.3 A5.1 14 103 108 PROJECTION SCREEN P2 P1 P3 P3 P4 9' - 4" 2' - 0" 2' - 8" 6' - 0" 4' - 11 1/2" 1' - 10 3/4" 19' - 3 1/2"1' - 10 3/4"17' - 8 1/2" 17' - 7 1/4"2' - 9"6' - 0"5' - 4 1/4"14' - 1 1/2"16' - 1"11' - 0 1/4"11' - 3"35' - 5"2' - 1"6' - 0"9' - 4 1/2" 10 1/4" 3' - 2" 2' - 2 3/4" 4' - 0"8"5' - 5"8"4' - 0"2' - 2"3' - 4"4"12' - 8 1/4"6' - 0" 1' - 6 3/4" 5' - 10 1/2" T Y P .1 0 ' - 8 "TYP.1' - 10 3/4"5' - 9 1/2"9' - 1"7' - 7 1/2"11' - 11 3/4"10' - 2" B2 B2 A1 A1 A1 A1 A1 A1 A1 A1 A1 A1P5 R 9 6 ' - 1 7/1 6 "R 1 08 ' - 1 7/16 "EQ4' - 0"EQEQ4' - 0"EQEQ4' - 0"EQEQ4' - 0"EQ1 0 ' - 8 1 /4 " 2 ' - 0 "2' - 0"2' - 0"2' - 0"2' - 0"96' - 0 1/4" CENTERLINE OF PILASTER 9' - 7 3/4"E.Q.5' - 0"E.Q.A1 A1 A1 A1 101A 101 7/ A7.16/ A7.13' - 1 3/4"T Y P .6 1 /2 "2' - 0" 5' - 0" 2' - 0" 5' - 0" 2' - 0" 5' - 0" 2' - 0" 5' - 0" 3' - 7 1/4" FD FD FD FD A5.1 10 D D D D C C C A A A B B C 116 115 117 2' - 5 5/8"2' - 7 1/2"31' - 4 3/4" 5' - 0 3/4" 9' - 7 1/4" P7 4' - 9"1' - 6"C1 AX.X 2 AX.X 3 AX.X 1 1. CONTRACTORS BIDDING OR PROPOSING ANY PORTION OF THE WORK SHALL BE EXPECTED TO INCLUDE IN THEIR PROPOSAL ALL LABOR AND MATERIALS REQUIRED FOR A COMPLETE PROJECT WHETHER OR NOT SPECIFICALLY ITEMIZED OR IDENTIFIED IN THE DRAWINGS AND SPECIFICATIONS. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES. 3. CONTRACTOR SHALL INCLUDE ALL LABOR, MATERIAL, TOOLS, EQUIPMENT, ETC. FOR THE COMPLETE CONSTRUCTION OF WORK INDICATED AND SPECIFIED BY THE DRAWINGS AND SPECIFICATIONS. 4. CONTRACTOR IS RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 5. CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES RELATED TO THEIR WORK. 6. ALL WORK SHALL BE NEAT, COMPLETE AND BE PERFORMED IN A WORKMANLIKE MANNER PER INDUSTRY HIGH QUALITY STANDARDS. 7. CONTRACTOR SHALL ESTABLISH A SYSTEM FOR TESTING AND INSPECTING THEIR WORK IN THE ROUGH AND FINISHED STATE TO INSURE QUALITY PERFORMANCE AND COMPLIANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. 8. SUBSTITUTIONS OF MATERIALS SPECIFIED ON THE DRAWINGS AND SPECIFICATIONS MUST BE APPROVED BY THE OWNER/ARCHITECT IN ADVANCE. 9. CONTRACTOR SHALL VERIFY ALL DRAWINGS, DIMENSIONS, AND CONDITIONS BEFORE PROCEEDING WITH CONSTRUCTION. COMMENCEMENT OF ANY TRADE OR PORTION OF WORK SHALL BE INTERPRETED BY THE OWNER/ARCHITECT TO MEAN THAT THE CONDITIONS WERE ACCEPTABLE AT COMMENCEMENT. 10. ALL WORK SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR AFTER SUBSTANTIAL COMPLETION AS DEFINED BY A201 11. ALL PRODUCTS AND MATERIALS ARE TO BE INSTALLED PER MANUFACTURE’S REQUIREMENTS. 12. ANY DISCREPANCY WHICH IS FOUND IN THE CONSTRUCTION DOCUMENTS SHALL BE IMMEDIATELY REPORTED TO ARCHITECT, IN WRITING, VIA THE GENERAL CONTRACTOR. 13. CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR RESPECTIVE TRADES WITH THE WORK OF OTHERS. THE WORK OF EACH TRADE SHALL BE DESIGNED/INSTALLED SO AS TO PROVIDE CLEARANCES FOR OTHER TRADES. 14. DO NOT SCALE THE DRAWINGS. IN INSTANCES OF CONFLICT, LARGE SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS, AND MORE RESTRICTIVE REQUIREMENTS FOR CONSTRUCTION SHALL TAKE PRECEDENCE OVER LESS RESTRICTIVE REQUIREMENTS, INCLUDING IF THE MORE RESTRICTIVE REQUIREMENTS IS MORE COSTLY. 15. ANY DEFECTS AND FAULTS IN WORKMANSHIP AND MATERIALS MUST BE REPAIRED BY THE CONTRACTOR. 16. CONTRACTORS SHALL LEAVE THE WORK SITE CLEAN AND READY FOR TRADES TO FOLLOW EACH DAY. CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF THEIR DEBRIS AND RUBBISH FROM THE WORK AREA. 17. CONTRACTORS SHALL BE RESPONSIBLE FOR ARRANGING FOR THE REQUIRED INDIVIDUAL TRADE INSPECTIONS OF HIS WORK REQUIRED BY THE GOVERNING MUNICIPALITY OR OTHER JURISDICTIONAL AGENCIES. 18. CONCRETE CUTTING, PATCHING, CORING, ETC. TO BE COORDINATED AND APPROVED BY ARCHITECT AND ENGINEER PRIOR TO COMMENCEMENT OF ANY WORK. 19. AT ALL OPENINGS PROVIDE HEAD, JAMB, AND SILL FLASHING PER WEATHER BARRIER MANUFACTURER'S RECOMMENDATIONS. 20. ALL FURNITURE IS FOR MODELING PURPOSES ONLY AND NOT IN CONTRACT. GENERAL PLAN NOTES A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 FIRST FLOOR PLAN A2.1 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 05-10-2019 KEYNOTES - FLOOR PLAN NOTE DESCRIPTION P1 RELOCATED METER, REFER TO ELECTRICAL P2 EXPOSED COLUMN TO BE PAINTED P3 TV BY OWNER P4 BURY EXISTING COLUMN IN WALL P5 SIMULATED PILASTER. PROVIDE WALL TYPE A1 AT ALL LOCATIONS DIMENSIONS SHOWN ARE TYPICAL P7 FOLDING PARTITON WALL, REF. A6.3 SCALE:PLAN NORTH TRUE NORTH 1/8" = 1'-0"A2.1 1 FIRST FLOOR PLAN Revision Schedule # Description Date 1 City Comments 05-10-2019 1 1. TAPERED INSULATION (TAPERED, CRICKETS, SADDLES) TO BE 1/4" PER FOOT MINIMUM TO ROOF DRAINS OR SCUPPERS, AS INDICATED. 2. COORDINATE WITH STRUCTURAL DRAWINGS FOR SLOPED STRUCTURE. 3. SHOP DRAWING OF TAPERED INSULATION SHALL ACCOUNT FOR CAMBER IN STRUCTURE TO INSURE POSITIVE DRAINAGE. 4. AT PENETRATIONS, PROVIDE CRICKETS AS REQUIRED FOR POSITIVE DRAINAGE. 5. COORDINATE ROOF AND OVERFLOW DRAIN LOCATIONS WITH STRUCUTRAL ELEMENTS, TO AVOID LOCATING ROOF AND OVERFLOW DRAINS OVER TOP OF STEEL BEAMS AND JOISTS. 6. REFER TO EXTERIOR ELEVATIONS FOR LOCATION OF OVERFLOW SCUPPERS AND OUTFLOWS. 7. PROVIDE 24"W. x 48"L. PRECAST CONCRETE SPLASH BLOCKS ON GRADE BELOW SCUPPERS AND OUTFLOWS THAT FLOW WATER ONTO GRADE BELOW. 8. PROVIDE 24”W. x 48”L. STAINLESS STEEL SPLASH PAN ON ROOF BELOW SCUPPERS AND OUTFLOWS THAT FLOW WATER ONTO ROOFS BELOW. 9. ROOF WALKWAY PADS SHALL BE SPACED TO PROVIDE POSITIVE DRAINAGE. 10. AT ROOF LADDERS, TOP AND BOTTOM, PROVIDE 4' x 4' ROOF WALKWAY PADS. 11. ROOF FLASHING DETAILS ARE GENERIC AND WILL NEED TO BE FINALIZED DURING SHOP DRAWING SUBMITTALS BASED ON THE ROOFING MANUFACTURER'S STANDARD DETAILS GENERAL NOTES - ROOF 4" / 12"4" / 12"4" / 12"2" / 12"2" / 12"ROOF ADDITION TO MATCH EXISTING ROOF 1 /4 " / 1 2 " DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS RP1 RP3 RP3 RP3 RP2 RP3 RP3 RP3 RP4 RP2 RP3 RP1 DS DS DS A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 ROOF PLAN A2.2 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE:PLAN NORTH TRUE NORTH 1/8" = 1'-0"A2.2 1 ROOF PLAN KEYNOTES - ROOF PLAN NOTE DESCRIPTION RP1 STANDING SEAM METAL ROOF RP2 ASPHALT SHINGLE ROOF RP3 GUTTER RP4 EXISTING ASPHALT SHINGLE ROOF Revision Schedule # Description Date WOMEN 119 MEN 120 TA-6 TA-1 TA-2 TA-6 TA-6 TA-4 TA-5 TA-3 TA-3 TA-5 TA-3 TA-4 TA-3 TA-6 TA-6 TA-1 TA-2 TA-7 TA-8 TA-8 TA-9 TA-10 TA-9 TA-10 FDFD A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 ENLARGED PLANS A2.3 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE: 1/4" = 1'-0"A2.3 1 ENLARGED PLAN KEYNOTES - ENLARGED RESTROOM NOTE DESCRIPTION TA-1 SIDE GRAB BAR TA-2 REAR GRAB BAR TA-3 MIRROR TA-4 SURFACE MOUNTED SOAP DESPENSER TA-5 SURFACE MOUNTED PAPER TOWEL DISPENSER TA-6 SURFACE MOUNTED TOILET TISSUE DISPENSER TA-7 EXISTING MOP SINK TO REMAIN TA-8 INSTALL NEW SOLID SURFACE COUNTERTOP W/ SALVAGED FIXTURES SAVED FROM DEMOLITION TA-9 ALL SALVAGED TOILET PARTITIONS TO BE CLEANED AND REINSTALLED TA-10 ALL SALVAGED RESTROOM FIXTURES TO BE CLEANED AND REINSTALLED Revision Schedule # Description Date T/ SLAB 100' - 0" Grade 99' - 8" T / STOREFRONT @ TOWER 122' - 8" T/ PLATE @ LOGGIA 111' - 0" B/ STOREFRONT @ TOWER 112' - 8"T / PLATE @ KITCHEN 112' - 0" A A A T / PLATE @ TOWER 128' - 4" E1 E6 E7 A3.2 1 T/ SLAB 100' - 0" Grade 99' - 8" T / STOREFRONT @ TOWER 122' - 8" T/ STOREFRONT 108' - 8" B/ STOREFRONT @ TOWER 112' - 8"T / PLATE @ MULTI-PURPOSE B 110' - 6" E2 E3 E4 E5 E6 E7 A3.2 2 T/ SLAB 100' - 0" T/ EXISTING PLATE 108' - 8" Grade 99' - 8" T / PLATE @ KITCHEN 112' - 0" B B T / PLATE @ TOWER 128' - 4" E2 E3 E5 E6 E7 E8E9 A3.2 3 T/ SLAB 100' - 0" T/ EXISTING PLATE 108' - 8" Grade 99' - 8" T / STOREFRONT @ TOWER 122' - 8" T/ PLATE @ LOGGIA 111' - 0" T/ STOREFRONT 108' - 8" B/ STOREFRONT @ TOWER 112' - 8" C C C C T / PLATE @ TOWER 128' - 4" E6 E7 A3.2 4 E2 STANDING SEAM METAL ROOFING ASPHALT SHINGLES FIBER CEMENT BOARD (SIDING) BRICK VENEER (ACME-ONYX, MODULAR SIZED) MASONRY VENEER (BURNISHED BLOCK - COLOR TO MATCH EXISTING BUUILDING) MASONRY VENEER (SPLIT-FACED BLOCK - COLOR TO MATCH EXISTING BUILDING) A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 BUILDING ELEVATIONS A3.1 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE: 1/8" = 1'-0"A3.1 1 EXTERIOR ELEVATION - SOUTH SCALE: 1/8" = 1'-0"A3.1 2 EXTERIOR ELEVATION - NORTH SCALE: 1/8" = 1'-0"A3.1 3 EXTERIOR ELEVATION - EAST SCALE: 1/8" = 1'-0"A3.1 4 EXTERIOR ELEVATION - WEST KEYNOTES - EXTERIOR ELEVATIONS NOTE DESCRIPTION E1 BUILDING SIGNAGE, 12" ALUMINUM CHANEL LETTERS E2 EXISTING BUILDING TO REMAIN E3 WROUGHT IRON FENCE AND GATE (MATCH EXISTING) E4 METAL GAURDRAIL E5 EXISTING WROUGHT IRON FENCE E6 PRE-FINISHED METAL GUTTERS E7 PRE-FINISHED METAL DOWNSPOUTS E8 RETAINING WALL, REFER TO CIVIL E9 OUTDOOR MECHNICAL AREA, REFER TO CIVIL MATERIAL LEGEND Revision Schedule # Description Date T/ SLAB 100' - 0" Grade 99' - 8" T / STOREFRONT @ TOWER 122' - 8" T/ STOREFRONT 108' - 8" B/ STOREFRONT @ TOWER 112' - 8"8' - 8"4' - 4" 4' - 4" 9' - 4" 3' - 2"3' - 0"3' - 2"10' - 0"5' - 0" 5' - 0"4' - 0"T / STOREFRONT @ TOWER 122' - 8" B/ STOREFRONT @ TOWER 112' - 8"10' - 0"5' - 0"5' - 0"3' - 2" 3' - 0" 3' - 2" 9' - 4"T / PLATE @ UPPER ROOF 120' - 0" T / STOREFRONT @ TOWER 122' - 8" T / PLATE @ TOWER 128' - 4"4' - 11"1' - 7"10' - 0" 3' - 4" 3' - 4" 3' - 4" T/ SLAB 100' - 0" Grade 99' - 8" T / STOREFRONT @ TOWER 122' - 8" T/ STOREFRONT 108' - 8" B/ STOREFRONT @ TOWER 112' - 8" 10' - 0" 3' - 4" 3' - 4" 3' - 4"10' - 0"5' - 0"5' - 0"STANDING SEAM METAL ROOFING ASPHALT SHINGLES FIBER CEMENT BOARD (SIDING) BRICK VENEER (ACME-ONYX, MODULAR SIZED) MASONRY VENEER (BURNISHED BLOCK - COLOR TO MATCH EXISTING BUUILDING) MASONRY VENEER (SPLIT-FACED BLOCK - COLOR TO MATCH EXISTING BUILDING) A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 ENLARGED BUILDING ELEVATIONS A3.2 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE: 1/4" = 1'-0"A3.2 2 ENLARGED ELEVATION- NORTH SCALE: 1/4" = 1'-0"A3.2 1 ENLARGED ELEVATION - SOUTH SCALE: 1/4" = 1'-0"A3.2 3 ENLARGED ELEVATION - EAST SCALE: 1/4" = 1'-0"A3.2 4 ENLARGED ELEVATION - WEST MATERIAL LEGEND Revision Schedule # Description Date T/ SLAB 100' - 0" Grade 99' - 8" A4.3 1 T/ PLATE @ LOGGIA 111' - 0" T/ SLAB 100' - 0" T/ EXISTING PLATE 108' - 8" Grade 99' - 8" A4.3 4 T / PLATE @ KITCHEN 112' - 0" T/ SLAB 100' - 0" Grade 99' - 8" A4.3 3 A4.3 2 T/ STOREFRONT 108' - 8" B/ STOREFRONT @ TOWER 112' - 8" T/ SLAB 100' - 0" Grade 99' - 8" T/ STOREFRONT 108' - 8" T / PLATE @ MULTI-PURPOSE B 110' - 6" T / PLATE @ KITCHEN 112' - 0" A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 BUILDING SECTIONS A4.1 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 KEYNOTES - BUILDING SECTIONS NOTE DESCRIPTION SCALE: 1/8" = 1'-0"A4.1 1 BUILDING SECTION SCALE: 1/8" = 1'-0"A4.1 4 BUILDING SECTION SCALE: 1/8" = 1'-0"A4.1 2 BUILDING SECTION SCALE: 1/8" = 1'-0"A4.1 3 BUILDING SECTION Revision Schedule # Description Date T/ SLAB 100' - 0" Grade 99' - 8" A4.4 17 4' - 8"3' - 4"A4.4 2 2' - 8"T/ SLAB 100' - 0" Grade 99' - 8" 2' - 0" A4.4 16 2" 12" T / PLATE @ KITCHEN 112' - 0" A4.4 1 T/ SLAB 100' - 0" Grade 99' - 8" A4.4 18 T / STOREFRONT @ TOWER 122' - 8"10' - 0"4' - 0"8' - 8"4" 12" T/ STOREFRONT 108' - 8" B/ STOREFRONT @ TOWER 112' - 8" A4.4 3 A4.4 8 2' - 6" T/ SLAB 100' - 0" Grade 99' - 8" A4.4 20 T/ PLATE @ LOGGIA 111' - 0" 2' - 0"3' - 4"4' - 8"3' - 0"T/ SLAB 100' - 0" Grade 99' - 8" A4.4 19 T / STOREFRONT @ TOWER 122' - 8"8' - 8"T/ STOREFRONT 108' - 8" B/ STOREFRONT @ TOWER 112' - 8" A4.4 44' - 0"10' - 0"2' - 6" A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 WALL SECTIONS A4.2 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE: 1/2" = 1'-0"A4.2 2 WALL SECTION SCALE: 1/2" = 1'-0"A4.2 1 WALL SECTION SCALE: 1/2" = 1'-0"A4.2 3 WALL SECTION SCALE: 1/2" = 1'-0"A4.2 5 WALL SECTION SCALE: 1/2" = 1'-0"A4.2 4 WALL SECTION Revision Schedule # Description Date T/ SLAB 100' - 0" Grade 99' - 8" A4.5 11 T/ PLATE @ LOGGIA 111' - 0" 1' - 0" T/ SLAB 100' - 0" Grade 99' - 8" A4.5 12 11' - 7 1/4"1' - 0" T/ SLAB 100' - 0" Grade 99' - 8" A4.5 13 9' - 0"A4.5 8 T/ SLAB 100' - 0" T/ EXISTING PLATE 108' - 8" Grade 99' - 8" A4.5 9 A4.5 4 2' - 6" 2" 12" T/ SLAB 100' - 0" Grade 99' - 8" T / STOREFRONT @ TOWER 122' - 8" A4.5 15 T / PLATE @ TOWER 128' - 4"10' - 0"9' - 0"9' - 6"2' - 6" 4" 12"3' - 8"A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 WALL SECTIONS A4.3 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE: 1/2" = 1'-0"A4.3 1 WALL SECTION SCALE: 1/2" = 1'-0"A4.3 2 WALL SECTION SCALE: 1/2" = 1'-0"A4.3 3 SECTION DETAIL SCALE: 1/2" = 1'-0"A4.3 4 WALL SECTION SCALE: 1/2" = 1'-0"A4.3 5 WALL SECTION Revision Schedule # Description Date FIBER CEMENT SOFFIT BOARD MASONRY VENEER EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS METAL STUDS & TRACKS, REFER TO STRUCTURAL THERMAL INSULATION GYSPUM BOARD WALL ROOFING UNDERLAYMENT PLYWOOD SHEATHING DRIP EDGE GUTTER FIBER CEMENT FASCIA SPRAY FOAM INSULATION FIBER CEMENT TRIM METAL ROOF FRAMING, REFER TO STRUCTURAL ASPHALT SHINGLES 2" / 12" WOOD BLOCKING METAL ROOF FRAMING, REFER TO STRUCTURAL STANDING SEAM METAL ROOF, OVER ROOFING UNDERLAYMENT PLYWOOD SHEATHING CORNER BEAD BACKER ROD & SEALANT STEEL ANGLE - PRIME AND PAINT EXPOSED SURFACES THERMAL INSULATION METAL STUDS & TRACKS, REFER TO STRUCTURAL FLASHING W/ STAINLESS STEEL DRIP EDGE FIBER CEMENT SOFFIT BOARD SPRAY FOAM INSULATION HEAD 4" / 12" DRIP EDGE CONT. FLASHINGCONT. FLASHING BACKER ROD & SEALANT GYPSUM BOARD WOOD BLOCKING J-MOLD WINDOW AS SCHEDULED 3/4" BACKER ROD & SEALANT STANDING SEAM METAL ROOF, OVER ROOFING UNDERLAYMENT PLYWOOD SHEATHING FIBER CEMENT SOFFIT BOARD METAL ROOF FRAMING, REFER TO STRUCTURAL FIBER CEMENT TRIM THERMAL INSULATION MASONRY VENEER EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS GYSPUM BOARD WALL FIBER CEMENT SOFFIT BOARD GUTTER SPRAY FOAM INSULATION METAL STUDS & TRACKS, REFER TO STRUCTURAL DRIP EDGE 1/4" / 12" STEEL ANGLE - PRIME AND PAINT EXPOSED SURFACES MASONRY VENEER WINDOW HEAD, REF. STRUCTURAL STANDING SEAM METAL ROOF, OVER ROOFING UNDERLAYMENT PLYWOOD SHEATHING METAL ROOF FRAMING, REFER TO STRUCTURAL FIBER CEMENT SOFFIT BOARD HEAD EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS SPRAY FOAM INSULATION CORNER BEAD J-MOLD BACKER ROD & SEALANTBACKER ROD & SEALANT 3/4" FOAMED IN-PLACE INSULATION MASONRY VENEER EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS METAL STUDS & TRACKS, REFER TO STRUCTURAL GYSPUM BOARD WALL THERMAL INSULATION FIBER CEMENT TRIM SPRAY FOAM INSULATION FIBER CEMENT SOFFIT BOARD FIBER CEMENT FASCIA DRIP EDGE METAL ROOF FRAMING, REFER TO STRUCTURAL ASPHALT SHINGLES PLYWOOD SHEATHING ROOFING UNDERLAYMENT WOOD BLOCKING 5 1/2" EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS THERMAL INSULATION METAL STUDS & TRACKS, REFER TO STRUCTURAL MASONRY VENEER MORTAR CATCH GROUT BRICK WEEP EXPANSION CONTROL FLASHING W/ STAINLESS STEEL DRIP EDGE CONT. SEALANT BASE COURSE FLASHING0' - 8"6 5/8" GYSPUM BOARD WALL EXPANSION CONTROL BRICK WEEP MORTAR CATCH MASONRY VENEER THERMAL INSULATION SILL J-MOLD BACKER ROD & SEALANT WATER TABLE FLASHING WOOD BLOCKING FLASHING W/ STAINLESS STEEL DRIP EDGE SHIM AS REQUIRED 2" CONT. SEALANT METAL STUDS & TRACKS, REFER TO STRUCTURAL CORNER BEAD BACKER ROD & SEALANT WINDOW AS SCHEDULED 3/4" BASE COURSE FLASHING 6 5/8" 5 1/2" WINDOW SILL, REF. STRUCTURAL EXPANSION CONTROL DOOR AS SCHEDULED DOOR HARDWARE, REFER TO SPECS CONT. SEALANT SILLSILL WINDOW AS SCHEDULED 3/8"BACKER ROD & SEALANT BASE PAN SET IN FULL BEAD OF SEALANT 2" MASONRY VENEER EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS THERMAL INSULATION GYSPUM BOARD WALL SILL FLASHING W/ STAINLESS STEEL DRIP EDGE HEAD WINDOW HEAD, REF. STRUCTURAL STEEL ANGLE - PRIME AND PAINT EXPOSED SURFACES WINDOW AS SCHEDULED BACKER ROD & SEALANT SHIM AS REQUIRED WINDOW AS SCHEDULED J-MOLD CORNER BEAD BACKER ROD & SEALANT FLASHING J-MOLD FLASHING W/ STAINLESS STEEL DRIP EDGE SHIM AS REQUIRED METAL STUDS & TRACKS, REFER TO STRUCTURAL WATER TABLE BRICK WEEP WOOD BLOCKING WOOD BLOCKING 3/4" 3/4" CORNER BEAD BACKER ROD & SEALANT BACKER ROD & SEALANT FOAMED IN-PLACE INSULATION FOAMED IN-PLACE INSULATION WINDOW SILL, REF. STRUCTURAL A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 SECTION DETAILS A4.4 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE: 1 1/2" = 1'-0"A4.4 16 SECTION DETAIL SCALE: 1 1/2" = 1'-0"A4.4 18 SECTION DETAIL SCALE: 1 1/2" = 1'-0"A4.4 20 SECTION DETAIL SCALE: 1 1/2" = 1'-0"A4.4 19 SECTION DETAIL SCALE: 1 1/2" = 1'-0"A4.4 17 SECTION DETAIL SCALE: 1 1/2" = 1'-0"A4.4 1 SECTION DETAIL SCALE: 1 1/2" = 1'-0"A4.4 2 SECTION DETAIL SCALE: 1 1/2" = 1'-0"A4.4 3 SECTION DETAIL SCALE: 1 1/2" = 1'-0"A4.4 4 SECTION DETAIL SCALE: 1 1/2" = 1'-0"A4.4 8 SECTION DETAIL Revision Schedule # Description Date THERMAL INSULATION METAL STUDS & TRACKS, REFER TO STRUCTURAL MASONRY VENEER STANDING SEAM METAL ROOF, OVER ROOFING UNDERLAYMENT METAL ROOF FRAMING, REFER TO STRUCTURAL SPRAY FOAM INSULATION METAL CLOSURE PANEL COUNTER FLASHING METAL FLASHING SEAL WALL FLASHING TO WEATHER BARRIER PER METAL MANUFACTURERS RECOMMENDATIONS GYSPUM BOARD WALL STEEL ANGLE, REFER STRUCTURAL CORNER BEAD J-MOLD BACKER ROD & SEALANT WINDOW HEAD, REF. STRUCTURAL CORNER BEAD J-MOLD BACKER ROD & SEALANT EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS FIBER CEMENT SOFFIT BOARD FIBER CEMENT SOFFIT BOARD STANDING SEAM METAL ROOF, OVER ROOFING UNDERLAYMENT PLYWOOD SHEATHING METAL FASCIA METAL FLASHING ASPHALT SHINGLES ROOFING UNDERLAYMENT PLYWOOD SHEATHING METAL ROOF FRAMING, REFER TO STRUCTURAL METAL ROOF FRAMING, REFER TO STRUCTURAL SPRAY FOAM INSULATION THERMAL INSULATION BACKER ROD & SEALANT WINDOW AS SCHEDULED FOAMED IN-PLACE INSULATION FOAMED IN-PLACE INSULATION2"EXISTING MASONRY VENEER WALL GYSPUM BOARD WALL FURRING CHANNEL EXISTING ROOF METAL STUDS & TRACKS, REFER TO STRUCTURAL FIBER CEMENT SIDING FIBER CEMENT STARTER STRIP EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS PLYWOOD SHEATHING FLASH METAL FLASHING TO WEATHER BARRIER ASPHALT SHINGLES SPRAY FOAM INSULATION ROOFING UNDERLAYMENT METAL ROOF FRAMING, REFER TO STRUCTURAL GYSPUM BOARD WALL EXISTING MASONRY VENEER WALL FURRING CHANNEL BASE AS SCHEDULED ACOUSTICAL SEALANT STRUCTURAL FOUNDATION, REFER TO STRUCTURAL EXPANSION CONTROL THERMAL INSULATION METAL STUDS & TRACKS, REFER TO STRUCTURAL FIBER CEMENT SIDING EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS FLASH METAL FLASHING TO WEATHER BARRIER FIBER CEMENT STARTER STRIP STEEL BEAM, REFER TO STRUCTURAL ASPHALT SHINGLES ROOFING UNDERLAYMENT PLYWOOD SHEATHING METAL ROOF FRAMING, REFER TO STRUCTURAL SPRAY FOAM INSULATION ACOUSTICAL TILE CEILING, REF. A9.1 GYPSUM BOARD LIGHT GAUGE FRAMING THERMAL INSULATION METAL STUDS & TRACKS, REFER TO STRUCTURAL WALL ANGLE SET IN CONTINUOUS BEAD OF ACOUSTICAL SEALANT8" MINGYPSUM BOARD CEILING, REF. A9.1 BACKER ROD & SEALANT J-MOLD TAPE SEALER FOAMED IN-PLACE INSULATION STEEL ANGLE, REFER STRUCTURAL CORNER BEAD WINDOW AS SCHEDULED MASONRY VENEER BRICK WEEP PLYWOOD SHEATHING THERMAL INSULATION STANDING SEAM METAL ROOF, OVER ROOFING UNDERLAYMENT GYPSUM BOARD CEILING, REF. A9.1 ACOUSTICAL TILE CEILING, REF. A9.1 FLASHING W/ STAINLESS STEEL DRIP EDGE METAL THROUGH WALL FLASHING METAL ROOF FRAMING, REFER TO STRUCTURAL METAL FRAMINGMIN.8"WINDOW SILL, REF. STRUCTURAL FLASHING A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 SECTION DETAILS A4.5 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE: 1 1/2" = 1'-0"A4.5 11 SECTION DETAIL SCALE: 1 1/2" = 1'-0"A4.5 13 SECTION DETAIL SCALE: 1 1/2" = 1'-0"A4.5 9 SECTION DETAIL SCALE: 1 1/2" = 1'-0"A4.5 4 SECTION DETAIL SCALE: 1 1/2" = 1'-0"A4.5 12 SECTION DETAIL SCALE: 1 1/2" = 1'-0"A4.5 8 SECTION DETAIL SCALE: 1 1/2" = 1'-0"A4.5 15 SECTION DETAIL Revision Schedule # Description Date GYSPUM BOARD WALL METAL STUDS & TRACKS, REFER TO STRUCTURAL THERMAL INSULATION MASONRY TIE EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS BACKER ROD & SEALANT MASONRY VENEER MITER CORNER AT INTERSECTION MASONRY VENEER EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS METAL STUDS & TRACKS, REFER TO STRUCTURAL THERMAL INSULATION GYSPUM BOARD WALL CORNER BEAD J-MOLD FIRE TREATED WOOD BLOCKING MASONRY TIE WINDOW AS SCHEDULED BACKER ROD & SEALANT FLASHING 3/4"FIRE TREATED WOOD BLOCKING GYSPUM BOARD WALL FURRING CHANNEL THERMAL INSULATION BACKER ROD & SEALANT BACKER ROD & SEALANT MASONRY VENEER EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS METAL STUD CORNER BEAD J-MOLD1/2" MIN.DOOR AS SCHEDULED FLASHING MASONRY TIE EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS THERMAL INSULATION EXISTING MASONRY VENEER WALL METAL STUD BRAKE METAL TRIM TO MATCH STOREFRONT BACKER ROD & SEALANT MASONRY VENEER STEEL COLUMN, REFER STRUCTURAL FIRE TREATED WOOD BLOCKING FURRING CHANNEL GYSPUM BOARD WALL BACKER ROD & SEALANT6"FLASHING WINDOW AS SCHEDULED BRAKE METAL TRIM TO MATCH STOREFRONT THERMAL INSULATION MASONRY VENEER BRAKE METAL TRIM TO MATCH STOREFRONT STEEL COLUMN, REFER STRUCTURAL BACKER ROD & SEALANT FIRE TREATED WOOD BLOCKING MASONRY TIE METAL STUD FIRE TREATED WOOD BLOCKING BACKER ROD & SEALANT EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS 6"WINDOW AS SCHEDULED 6" WINDOW AS SCHEDULED FLASHING BACKER ROD & SEALANT BRAKE METAL TRIM TO MATCH STOREFRONT THERMAL INSULATION EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS BACKER ROD & SEALANT MASONRY VENEER METAL STUDS & TRACKS, REFER TO STRUCTURAL MASONRY VENEER MASONRY TIE WINDOW AS SCHEDULED 6" MASONRY VENEER MASONRY TIE STEEL TUBE, REFER STRUCTURAL METAL STUDS & TRACKS, REFER TO STRUCTURAL CONT. SEALANT J-MOLD GYSPUM BOARD WALL SOUND ATTENUATING INSULATION METAL STUD THERMAL INSULATION BACKER ROD & SEALANT MASONRY VENEER METAL STUDS & TRACKS, REFER TO STRUCTURAL MASONRY VENEER MASONRY TIE EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 PLAN DETAILS A5.1 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE: 1 1/2" = 1'-0"A5.1 3 PLAN DETAIL SCALE: 1 1/2" = 1'-0"A5.1 16 PLAN DETAIL SCALE: 1 1/2" = 1'-0"A5.1 18 PLAN DETAIL SCALE: 1 1/2" = 1'-0"A5.1 19 PLAN DETAIL SCALE: 1 1/2" = 1'-0"A5.1 20 PLAN DETAIL SCALE: 1 1/2" = 1'-0"A5.1 15 PLAN DETAIL SCALE: 1 1/2" = 1'-0"A5.1 14 PLAN DETAIL SCALE: 1 1/2" = 1'-0"A5.1 10 PLAN DETAIL Revision Schedule # Description Date AHEIGHTWIDTH BHEIGHTWIDTH1' - 0"EHEIGHTWIDTH 6"6"43" MAX6"6"6" FHEIGHTWIDTH4' - 2"OVERHEAD COILING DOOR 0' - 6"DHEIGHTWIDTH 4' - 0" CHEIGHTWIDTHDOOR HEIGHTWIDTH DOOR 01 4"DOOR HEIGHTWIDTH DOOR 02 DOOR HEIGHTWIDTH DOOR 03 04 05 ALL FRAMES TO BE 2" WIDE UNLESS NOTED OTHERWISE. SOME OF THE FRAME TYPES SHOWN IN THIS LEGEND MAY NOT BE USED IN THIS PROJECT. WINDOW GENERAL NOTES 1. REFER TO WINDOW TYPES FOR SCHEDULED GLAZING WHERE NOT IDENTIFIED ON WINDOW SCHEDULES. 2. REFER TO DRAWINGS A2.1 AND A3.1 FOR WINDOW LOCATIONS. 3. TEMPER ALL GLAZING WHERE CODE REQUIRED AT DOORS, SIDE LITES AND ABOVE FINISH FLOOR RESTRICTIONS. 4. REFER TO SCHEDULED MANUFACTURERES SYSTEM DETAILS FOR RECOMMENDED HEAD, JAMB AND SILL INSTALLATION. 5. FIELD VERIFY ALL WINDOW OPENING DIMENSIONS AND LOCATIONS BEFORE FABRICATING WINDOWS FOR INSTALLATION. 6. INSTALL PROPOSED WINDOWS ACCORDING TO MANUFACTURERS RECOMMENDATIONS FOR THE VARIOUS CONDITIONS THAT MAY EXIST AS PART OF THIS PROJECT. GYSPUM BOARD WALL THERMAL INSULATION EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS METAL STUDS & TRACKS, REFER TO STRUCTURAL CORNER BEAD J-MOLD WINDOW AS SCHEDULED SHIM AS REQUIRED BACKER ROD & SEALANT MASONRY VENEER BACKER ROD & SEALANT3/4"DOOR WIDTH DOOR HEIGHTDOOR WIDTH DOOR HEIGHTA FIN. FLR. B2' - 8"5' - 10"4' - 8"2' - 8"12' - 0"6' - 2" 0' - 2" 5' - 9" 0' - 2" 5' - 9" 0' - 2" 0' - 2" 5' - 10" 0' - 2"4' - 8"2' - 8"4' - 0" 0' - 2" 3' - 8" 0' - 2" C0' - 2"0' - 2" 2' - 4"0' - 2"4' - 4"0' - 2"0' - 2"4' - 4"0' - 2"4' - 8"3' - 6"5' - 0" 0' - 2" 4' - 8" 0' - 2" D 0' - 2"4' - 4"0' - 2"HARDWARE LEGEND SET 1 • OFFSET PIVOT HINGE • CLOSER • EXIT DEVICE W/ CONCEALED VERITCAL RODS • ENTRY LOCK • WEATHER STRIPPING • THRESHOLD SET 2 • 1 1/2 PR HINGES • CLOSER • RIM EXIT DEVICE W/ SURFACE MOUNTED VERTICAL RODS • CLASSROOM LOCK SET 3 • 1 1/2 PR HINGES • CLOSER • RIM EXIT DEVICE • WEATHER STRIPPING • ENTRY LOCK • DOOR BOTTOM • THRESHOLD SET 4 • 1 1/2 PR HINGES • CLOSER • WEATHER STRIPPING • STOREROOM LOCK • THRESHOLD • DOOR BOTTOM • KICK PLATE SET 5 • 3 PR HINGES • STOREROOM LOCK • FLUSH BOLT • WALLSTOP • SILENCERS SET 6 • 1 1/2 PR HINGES • CLASSROOM LOCK • WALL STOP • SILENCERS • KICK PLATE SET 7 • 1 1/2 PR HINGES • OFFICE LOCK • WALLSTOP • CLOSER • SILENCERS SET 8 • 1 1/2 PR HINGES • OFFICE LOCK • WALLSTOP • SILENCERS SET 9 • 1 1/2 PR HINGES • STORE ROOM LOCK • WALLSTOP • CLOSER • SILENCERS • KICK PLATE SET 10 • VERTICAL PUSH/PULL • CONCEALED OVERHEAD CLOSER • PIVOTS MASONRY VENEER THRESHOLD TO BE SET IN CONTINUOUS SEALANT DOOR AS SCHEDULED DOOR FRAME GYPSUM BOARD DOOR FRAME BACKER ROD & SEALANT MASONRY VENEER METAL STUDS & TRACKS, REFER TO STRUCTURAL J-MOLD CORNER BEAD GYPSUM BOARD THERMAL INSULATION DOOR AS SCHEDULED EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS 3/4"3/4" DOOR AS SCHEDULED METAL STUDS & TRACKS, REFER TO STRUCTURAL STEEL ANGLE - PRIME AND PAINT EXPOSED SURFACES FLASHING W/ STAINLESS STEEL DRIP EDGE MASONRY VENEER EXTERIOR SHEATHING W/ INTERGRAL VAPPIOR BARRIER REFER TO SPECS CORNER BEAD J-MOLD BACKER ROD & SEALANT THERMAL INSULATION GYSPUM BOARD WALL 4"GENERAL REQUIREMENTS DOOR FRAME METAL STUDS & TRACKS, REFER TO STRUCTURAL CONT. SEALANT DOOR AS SCHEDULED DOOR FRAME INTERIOR WALL, REFER TO WALL SCHEDULE CONT. SEALANT DOOR AS SCHEDULED METAL STUDS & TRACKS, REFER TO STRUCTURAL A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 DOOR SCHEDULES,TYPES, & DETAILS A6.2 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 DOOR SCHEDULE DOOR NUMBERDOOR DOOR FRAME DETAILS FIRE LABELHARDWAREREMARKSLEAF QTYSIZE DOOR TYPE MATERIALGLAZINGTYPEMATERIALGLAZINGHEAD JAMB SILLWIDTH HEIGHT THICKNESS 101 6' - 0" 7' - 0" 0' - 2" C AL 03 AL 1 101A 6' - 0" 7' - 0" 0' - 2" C AL 03 AL 1 102 6' - 0" 7' - 0" 0' - 1 3/4" A WD 01 WD 9/A6.2 8/A6.2 2 102A 6' - 0" 7' - 0" 0' - 1 3/4" E WD 01 WD 9/A6.2 8/A6.2 2 103 3' - 0" 7' - 0" 0' - 1 3/4" A HM 02 HM 7/A6.2 6/A6.2 5/A6.2 3 103A 6' - 0" 7' - 0" 0' - 2" C AL 05 AL 1 104 6' - 0" 7' - 0" 0' - 1 3/4" A WD 01 WD 9/A6.2 8/A6.2 5 106 3' - 0" 7' - 0" 0' - 1 3/4" E WD 01 WD 9/A6.2 8/A6.2 6 106A 3' - 0" 7' - 0" 0' - 1 3/4" E WD 01 WD 9/A6.2 8/A6.2 6 106B 4' - 0" 4' - 2" 0' - 1" F MTL 106C 4' - 0" 4' - 2" 0' - 1" F MTL 107 6' - 0" 7' - 0" 0' - 1 3/4" A WD 01 WD 9/A6.2 8/A6.2 5 108 3' - 0" 7' - 0" 0' - 1 3/4" A HM 02 HM 7/A6.2 6/A6.2 5/A6.2 4 109 6' - 0" 7' - 0" 0' - 1 3/4" E WD 01 WD 9/A6.2 8/A6.2 2 109A 3' - 0" 7' - 0" 0' - 0" C AL 04 AL 3 110 3' - 0" 7' - 0" 0' - 1 3/4" A WD 01 WD 9/A6.2 8/A6.2 8 110A 3' - 0" 7' - 0" 0' - 1 3/4" A WD 01 WD 9/A6.2 8/A6.2 7 111 3' - 0" 7' - 0" 0' - 1 3/4" B WD 01 WD 9/A6.2 8/A6.2 7 113 3' - 0" 7' - 0" 0' - 1 3/4" A WD 01 WD 9/A6.2 8/A6.2 9 114 3' - 0" 7' - 0" 0' - 1 3/4" A WD 01 WD 9/A6.2 8/A6.2 9 115 3' - 0" 7' - 0" 0' - 1 3/4" E WD 01 WD 9/A6.2 8/A6.2 6 116 3' - 0" 7' - 0" 0' - 1 3/4" E WD 01 WD 9/A6.2 8/A6.2 6 117 3' - 0" 7' - 0" 0' - 1 3/4" E WD 01 WD 9/A6.2 8/A6.2 6 SCALE: 1 1/2" = 1'-0"A6.2 10 JAMB DETAIL SCALE: 1 1/2" = 1'-0"A6.2 5 SILL DETAIL SCALE: 1 1/2" = 1'-0"A6.2 6 JAMB DETAIL SCALE: 1 1/2" = 1'-0"A6.2 7 HEAD DETAIL SCALE: 1 1/2" = 1'-0"A6.2 8 TYPICAL DOOR JAMB SCALE: 1 1/2" = 1'-0"A6.2 9 TYPICAL DOOR HEAD Revision Schedule # Description Date PARTITION SCHEDULE GENERAL NOTES 1. REFER TO INTERIOR ELEVATIONS FOR SPECIAL APPLIED FINISHES (I.E. ADDITIONAL LAYER OF GYP. BD., FINISH CARPENTRY, REVEALS, TILE AND STONE FINISHES, ETC.) 2. REFER TO CODE PLANS FOR LOCATIONS OF FIRE RATED & SMOKE RATED PARTITIONS. 3. REFER TO SECURITY PLANS FOR LOCATIONS AND REQUIREMENTS OF SECURITY PARTITIONS. 4. ALL WALLS NOT TAGGED ON FLOOR PLANS TO BE CONSTRUCTED AS WALL TYPE A1. 5. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL WALL CONSTRUCTION REQUIREMENTS. 6. ALL CMU WALL TO RECEIVE CONTINUOUS HORIZONTAL REINFORCEMENT @ 16" O.C. VERTICALLY - TYP. 7. NOT ALL PARTITION TYPES INDICATED IN THIS SHEET ARE USED. UNDERSIDE OF STRUCTURAL DECK BRACING AS REQUIRED METAL STUD TRACK 1 LAYER 5/8" TYPE "X" GYPSUM WALL BOARD EACH SIDE CEILING TYPE. SEE REFLECTED CEILING PLANS METAL STUD TRACK FLOOR STRUCTURE SECTION MIN.0' - 8"A 3 5/8" METAL STUDS @ 16" O.C. 6" METAL STUDS @ 16" O.C. 8" METAL STUDS @ 16" O.C. A1 A2 A3 BOTTOM OF TRUSS OR JOIST ROOF DECK FIRE RATED SEALANT AT RATED ASSEMBLIES METAL STUD TRACK 1 LAYER 5/8" TYPE "X" GYPSUM WALL BOARD EACH SIDE CEILING TYPE. SEE REFLECTED CEILING PLANS METAL STUD TRACK FLOOR STRUCTURE SECTION REFER TO CODE PLAN FOR FIRE RATED / SMOKE PARTITION LOCATIONS DEFLECTION TRACK0' - 1"B 3 5/8" METAL STUDS @ 16" O.C. 6" METAL STUDS @ 16" O.C. 8" METAL STUDS @ 16" O.C. B1 B2 B3 HANGER BRACKET RECOMMENDED SOUND BAFFLE STEEL, 4-WHEEL BALLBEARING TROLLEYS VINYL TOP SEAL BAFFLE MUST BE NOTCHED @ HANGER RODS ALUMINUM GUIDE RAIL #17 STEEL TRACK AND PREPAINTED WHITE FABRICATION HEIGHTFINISHED OPENING HEIGHTFINISHED FLOOR FINISHED CEILING 4"TRACK 4.25" AND SPACKLED MUST BE TAPED BAFFLE JOINTS .75"MIN.GAGE 4.50" 5.75" BRACKET HANGER RODS AUTOMATIC BOTTOM SEAL PROVIDES 2" OPERATING CLEARANCE (+.50" -1.50") VERTICAL SECTION JAMB WRAPPED WITH MATERIAL HINGED JAMB OVAL HEAD SCREW WITH FINISH WASHER WITH MATERIAL WALL CHANNEL WRAPPED ALUMINUM ASTRAGAL VINYL BULB SEAL CLOSURE PANEL BUTT HINGE HINGED PANEL JOINT JAMB WRAPPED WITH MATERIAL JAMB A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 PARTITIONS SCHEDULE A6.3 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE: 1/2" = 1'-0"A6.3 5 FOLDING WALL PARTION DETAIL SCALE: 1/2" = 1'-0"A6.3 9 FOLDING WALL PARTION DETAIL SCALE: 1/2" = 1'-0"A6.3 8 FOLDING WALL PARTION DETAIL SCALE: 1/2" = 1'-0"A6.3 7 FOLDING WALL PARTION DETAIL SCALE: 1/2" = 1'-0"A6.3 6 FOLDING WALL PARTION DETAIL Revision Schedule # Description Date 2' - 10"1 A8.1 2 A8.1 2 A8.1 4' - 0"1' - 0"2' - 9"3' - 0"2' - 6"2' - 6"2' - 6"1' - 0"2' - 9"2' - 6"2' - 10"4 A8.1 3 A8.1 4 A8.1 15' - 4" 4 1/2"4 1/2" 3' - 8"4' - 0"4' - 0"3' - 8"2' - 10"3' - 6"5 A8.1 6 A8.1 4"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 4"2' - 6"6 1/2"1/4" REVEAL 1/2" REVEAL3' - 6"6 A8.1 4"2' - 10"1' - 5 3/4" 1' - 6"1' - 6"1/4" REVEAL2' - 6"3' - 6"2' - 10"8"2' - 0" 16' - 0" 3 A8.1 3' - 11"4' - 0"4' - 0"4' - 0" NOTE: 3"⌀ GROMMETS W/ PLASTIC COVER O.C. BETWEEN EACH SUPPORT LEG 2' - 10"3 A8.1 21' - 9 5/8" 2' - 10 7/8"4' - 0"4' - 0"4' - 0"4' - 0"2' - 10 7/8" NOTE: 3"⌀ GROMMETS W/ PLASTIC COVER O.C. BETWEEN EACH SUPPORT LEG 2' - 10"7' - 0" 3' - 5 1/2"3' - 5 1/2"2' - 10"3' - 6"2' - 0" A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 INTERIOR ELEVATIONS A7.1 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE: 1/4" = 1'-0"A7.1 1 INTERIOR ELEVATION SCALE: 1/4" = 1'-0"A7.1 2 INTERIOR ELEVATION SCALE: 1/4" = 1'-0"A7.1 3 INTERIOR ELEVATION SCALE: 1/4" = 1'-0"A7.1 4 INTERIOR ELEVATION SCALE: 1/4" = 1'-0"A7.1 5 INTERIOR ELEVATION SCALE: 1/4" = 1'-0"A7.1 8 INTERIOR ELEVATION SCALE: 1/4" = 1'-0"A7.1 9 INTERIOR ELEVATION SCALE: 1/4" = 1'-0"A7.1 7 INTERIOR ELEVATION SCALE: 1/4" = 1'-0"A7.1 6 INTERIOR ELEVATION Revision Schedule # Description Date SHELF STANDARD BASE AS SCHEDULED SS-1 COUNTER AND BACKSPLASH 2' - 1"2' - 10"MELAMINE OVER 3/4" MDF - INTERIOR PL-1 BASE CABINET 4"1 1/2"5"1' - 11 1/2"4"SS-1 COUNTER AND BACKSPLASH BASE AS SCHEDULED PL-1 PROTECTION PANEL BASE CABINET BEYOND 2' - 10"9"7" 8" PL-1 FALSE DRAWER FACE 2' - 1" 2' - 1" SS-1 COUNTER AND BACKSPLASH BASE AS SCHEDULED "L" SHAPED COUNTERTOP SUPPORTS AT 48" MAX. OC 2' - 4 1/2" 1 1/2" 4" SS-1 COUNTER AND BACKSPLASH BASE AS SCHEDULED "L" SHAPED COUNTERTOP SUPPORTS AT 48" MAX. OC 2' - 4 1/2"4"WALL AS SCH.2' - 1" 18"x18" STEEL 90° SUPPORT BRACKET SS-1 COUNTERTOP PL-1 PLASTIC LAMINATE 2' - 9 3/4" 4" 4 3/4"2' - 1"2' - 6"4"2' - 10"SS-1 COUNTERTOP PL-1 PLASTIC LAMINATE 4" 4 3/4" 3 1/4" 1' - 0" 1' - 9 3/4"4"8"2' - 6"1/4" REVEAL PAINTED BLACK 3' - 6"1" A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 MILLWORK SECTIONS A8.1 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE: 1/2" = 1'-0"A8.1 1 MILLWORK SECTION SCALE: 1/2" = 1'-0"A8.1 2 MILLWORK SECTION SCALE: 1/2" = 1'-0"A8.1 3 MILLWORK SECTION SCALE: 1/2" = 1'-0"A8.1 4 MILLWORK SECTION SCALE: 1/2" = 1'-0"A8.1 5 MILLWORK SECTION SCALE: 3/4" = 1'-0"A8.1 6 MILLWORK SECTION Revision Schedule # Description Date 1. CONTROL JOINTS SHOWN IN GYPSUM BOARD SOFFITS SHALL CONTINUE ON VERTICAL SURFACE OF SAME SOFFIT. SPACE CONTROL JOINTS NO MORE THAN 25'-0" O.C. ARCHITECT TO VERIFY JOINT LOCATIONS PRIOR TO INSTALLATION. 2. SEE ENLARGED CEILING PLANS FOR ADDITIONAL SOFFIT DIMENSIONS AND CONTROL JOINT LOCATIONS. 3. ELECTRICAL, MECHANICAL, AND TECHNOLOGY FIXTURES AND DEVICES ARE SHOWN FOR REFERENCE AND TO COORDINATE PLACEMENT. REFER TO ENGINEERING DRAWINGS FOR INFORMATION REGARDING TYPE AND OTHER FIXTURE AND DEVICE INFORMATION. 4. ESTABLISH PRE-INSTALLATION MEETING WITH ARCHITECT TO REVIEW STARTING POINT OF CEILING GRID IN EACH AREA/ROOM. 5. SUBMIT A REFLECTED CEILING PLAN COORDINATION DRAWING TO ARCHITECT AFTER COORDINATING LAYOUT WITH OTHER TRADES PRIOR TO COMMENCING CEILING WORK. 6. GYPSUM CEILING TO BE PAINTED. 7. EXPOSED STRUCTURE, MECHANICAL, ELECTRICAL, AND FIRE PROTECTION COMPONENTS (EXCEPT SPRINKLER HEADS) ARE TO BE PAINTED, U.N.O. 8. SPRINKLE HEADS ARE NOT SHOWN. LOCATE SPRINKLER HEADS IN CENTER OF CEILING TILES. 9. CEILING HEIGHTS SHOWN ON REFLECTED CEILING PLANS ARE FROM FINISHED FLOOR OF PLAN SHOWN. 10. COORDINATE LOCATION OF ACCESS PANELS WITH MECHANICAL/ELECTRICAL CONTRACTORS. 11. IN ROOMS WITH EXPOSED CEILINGS, MOUNT LIGHT FIXTURES TO UNDERSIDE OF STRUCTURE. OTHER MEP/FP ITEMS TO MAINTAIN A MINIMUM CLEARANCE OF 9'-0" A.F.F. 12. SEE ELECTRICAL LIGHTING PLANS FOR EMERGENCY LIGHT FIXTURE LOCATIONS. 13. CONTRACTOR TO COORDINATE CEILING FIXTURE LOCATIONS WITH ABOVE-CEILING WORK TO AVOID CONFLICTS. PENDANT FIXTURE 2X4 LED RECESSED LIGHT FIXTURE 4'-0" LED STRIP LIGHT 4" APERTURE LED RECESSED DOWNLIGHT 2X2 AIR SUPPLY REGISTER 1X1 AIR SUPPLY REGISTER 2X2 RETURN AIR REGISTER 4"x48" AIR SUPPLY REGISTER ACT - 1 ACT - 2 GYP BOARD CEILING GENERAL NOTESSYMBOLS NO WORK THIS AREA 8' - 0" 8' - 1" 8' - 1" 8' - 1" 8' - 1" 8' - 1" 8' - 1" 10' - 0" 9' - 6" 9' - 0" 9' - 6" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 1" 9' - 6" 9' - 6" 10' - 0" 10' - 0" 10' - 0"9' - 0"9' - 0" 8' - 1" FITNESS AREA 118 REC ROOM AREA 116 CLASSROOM 115 COMPUTER LAB 117 MEN 120 JANITOR 121WOMEN 119 RECEPTION 111 CORRIDOR 109 STORAGE 113lT/ELEC. 114 OFFICE 110 MULTI-PURPOSE B 103 MULTI-PURPOSE A 102 LOGGIA 101 PANTRY 105 AV/ ELEC. 104 WARMING KITCHEN 106 STORAGE 107 SPRINKLER ROOM 108 COORIDOR 112 8' - 1" 5' - 0"5' - 0"4' - 0" 4' - 0"2' - 6"3' - 0"3' - 0"5' - 4 1/2"3' - 0"3' - 8" R3 R1 R1 R2 R2 2 A9.1 3 A9.1 1'-1" TYP. 4' - 0" 3' - 0"4' - 6"R2 R2 9' - 0"1'-1" TYP.2' - 0"2' - 0"2' - 0"2' - 0"2' - 0" 2' - 0"2' - 0" ELEV= REF. RCP VARIES LAY-IN ACOUSTICAL CEILING ELEV= REF. RCP GYP. BOARD CEILING GYP. BOARD FURR DOWN ELEV= REF. RCP ELEV= REF. RCP MIN.6"VARIES GYP. BOARD FURR DOWN ELEV= REF. RCP GYP. BOARD CEILING ELEV= REF. RCP LAY-IN ACOUSTICAL CEILING A T TS XETEFO SAREGIST E R ED ARC HI TECTJAME S B.BE ERS2685 4 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2019 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 REFLECTED CEILING PLAN A9.1 02-06-2019 17190 SLH JBB JBBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASPROJECT MANAGER : JASON BENNETTEMAIL: jbennett@eikoncg.comISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE:PLAN NORTH TRUE NORTH 1/8" = 1'-0"A9.1 1 REFLECTED CEILING PLAN SCALE: 1 1/2" = 1'-0"A9.1 2 FURR DOWN DETAIL SCALE: 1 1/2" = 1'-0"A9.1 3 FURR DOWN DETAIL KEYNOTES - REFLECTED CEILING NOTE DESCRIPTION R1 NO CEILING R2 FIBER CEMENT SOFFIT R3 CEILING MOUNTED TO BOTTOM OF STRUCTURE Revision Schedule # Description Date HVAC SYMBOLS LEGEND S R C CO T H P SINGLE LINE DOUBLE LINEDESCRIPTION KSU-1 EQUIPMENT SCHEDULE DESIGNATION (DOES NOT INDICATE QUANTITY) EQUIPMENT ABBREVIATION (SEE LEGEND THIS SHEET) TERMINAL BOXES FPB-8 100 1.0 PRIMARY AIR VALVE SIZE (REFER TO EQUIPMENT SCHEDULE) TERMINAL BOX TYPE (SEE LEGEND THIS SHEET) DESIGN COOLING AIRFLOW (CFM) DESIGN HEATING CAPACITY (GPM OR KW) GRILLES, REGISTERS, DIFFUSERS EQUIPMENT TAG KEYS GENERAL EQUIPMENT THERMOSTAT/TEMPERATURE SENSOR STATS/SENSORS/DETECTORS DAMPERS DUCTWORK HUMIDISTAT/RH SENSOR PRESSURE SENSOR SMOKE DETECTOR REFRIGERANT DETECTOR CARBON DIOXIDE DETECTOR MANUAL BALANCING DAMPER CARBON MONOXIDE DETECTOR GRAVITY BACKDRAFT DAMPER AUTOMATIC (MOTORIZED) DAMPER FIRE DAMPER SMOKE DAMPER COMBINATION FIRE-SMOKE DAMPER RADIUS ELBOW STRAIGHT TEE CONICAL TEE/TAP 45° BRANCH 45° CONICAL BRANCH TRANSITION RECT. ELBOW WITH TURNING VANES SPLIT BRANCH TAKE OFF (RECT.) SPLIT BRANCH TAKE OFF (ROUND) 45° BRANCH TAKE OFF 45° BRANCH TAKE OFF (EXTRACTOR) TEE WITH SPLITTER DAMPER SPIN-IN FITTING WITH DAMPER SUPPLY/OUTSIDE AIR DUCT UP RETURN/EXHAUST DUCT UP SUPPLY/OUTSIDE AIR DUCT DOWN RETURN/EXHAUST DUCT DOWN ROUND DUCT UP ROUND DUCT DOWN FLEXIBLE DUCT PIPING AIR DEVICES ELBOW UP ELBOW DOWN TEE UP TEE DOWN DUCT MOUNTED REGISTER/GRILLE SIDEWALL REGISTER/GRILLE CEILING SUPPLY DIFFUSER CEILING RETURN GRILLE SLOT DIFFUSER NOT ALL SYMBOLS ARE NECESSARILY USED ON THIS PROJECT IMPORTANT NOTES FOR CONTRACTOR A EQUIPMENT SCHEDULE DESIGNATION (DOES NOT INDICATE QUANTITY) DESIGN AIRFLOW (CFM) 100 CFM HVAC ABBREVIATIONS ABBREVIATION DESCRIPTION AFF ABOVE FINISHED FLOOR ELEVATION ACU AIR-CONDITIONING UNIT AHAP AS HIGH AS POSSIBLE AHU AIR-HANDLING UNIT AS AIR SEPARATOR AV AIR VENT B BOILER BCS BUILDING CONTROL SYSTEM BD MANUAL BALANCING DAMPER BFF BELOW FINISHED FLOOR ELEVATION BMS BUILDING MANAGEMENT SYSTEM CFM CUBIC FEET PER MINUTE CFH CUBIC FEET PER HOUR CH CHILLER CHP CHILLED WATER PUMP CHR CHILLED WATER RETURN CHS CHILLED WATER SUPPLY CP CONDENSATE PUMP CRU CONDENSATE RETURN UNIT CT COOLING TOWER CU CONDENSING UNIT CVF CHILLER ROOM VENTILATION FAN CWP CONDENSER WATER PUMP CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY DB DRY BULB DEF DISHWASHWER EXHAUST FAN EAT ENTERING AIR TEMPERATURE EF EXHAUST FAN EIRH ELECTRIC INFRARED RADIANT HEATER EMS ENERGY MANAGEMENT SYSTEM ERV ENERGY RECOVERY VENTILATOR ESP EXTERNAL STATIC PRESSURE EUH ELECTRIC UNIT HEATER EWT ENTERING WATER TEMPERATURE FCU FAN-COIL UNIT FD FIRE DAMPER FFCH FORCED-FLOW CABINTER HEATER FPB FAN-POWERED TERMINAL BOX FPS FEET PER SECOND FSD COMBINATION FIRE/SMOKE DAMPER GEF GARAGE EXHAUST FAN GIRH GAS-FIRED INFRARED RADIANT HEATER GPM GALLONS PER MINUTE GUH GAS-FIRED UNIT HEATER GWR GEOTHERMAL WATER RETURN GWS GEOTHERMAL WATER SUPPLY HP HEAT PUMP HUM HUMIDIFIER HWP HEATING WATER PUMP HWR HEATING WATER RETURN HWS HEATING WATER SUPPLY HWUH HOT WATER UNIT HEATER HX HEAT EXCHANGER KEF KITCHEN HOOD EXHAUST FAN KSU KITCHEN HOOD SUPPLY UNIT L LOUVER LAT LEAVING AIR TEMPERATURE LWT LEAVING WATER TEMPERATURE MAT MIXED AIR TEMPERATURE MBH 1,000 BTU/HOUR MFR MANUFACTURER MS MINI-SPLIT AIR-CONDITIONING UNIT MCU MINI-SPLIT CONDENSING UNIT NTS NOT TO SCALE OA OUTSIDE AIR OAF OUTSIDE AIR SUPPLY FAN OAU OUTSIDE AIR UNIT OBD OPPOSED-BLADE DAMPER PRV PRESSURE REDUCING VALVE RAF RETURN AIR FAN RAS RETURN AIR SILENCER RF RELIEF AIR FAN RH RADIANT HEATER RTU PACKAGED DX ROOFTOP UNIT SAF SUPPLY AIR FAN SAS SUPPLY AIR SILENCER SD SMOKE DAMPER SEF SMOKE EXHAUST FAN TEF TOILER EXHAUST FAN TSP TOTAL STATIC PRESSURE TYP TYPICAL UNO UNLESS NOTED OTHERWISE UH UNIT HEATER VAV VARIABLE VOLUME TERMINAL BOX VF VENTILATION FAN WB WET BULB WC WATER COLUMN XT EXPANSION TANK 1. "CONSTRUCTION DOCUMENTS" ARE DEFINED AS ALL DRAWINGS AND SPECIFICATIONS TOGETHER. CONTRACTOR SHALL FULLY EXAMINE AND BECOME FAMILIAR WITH THE CONSTRUCTION DOCUMENTS IN THEIR ENTIRETY. ANY DISCREPANCY OR UNCLEAR INFORMATION FOUND IN THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ARCHITECT PRIOR TO PERFORMING ANY WORK INVOLVING ANY CONFLICTING INFORMATION. ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH KNOWLEDGE OF ALL PRODUCTS, MATERIALS, AND LABOR REQUIRED FOR COMPLETE, COORDINATED, PROPERLY INSTALLED, AND FUNCTIONING SYSTEMS. ANY ADDITIONAL COSTS DUE TO FAILURE TO COMPLY WITH THIS REQUIREMENT ARE THE RESPONSIBILITY OF THE CONTRACTOR. 2. DRAWINGS ARE DIAGRAMATIC AND SHOW ONLY GENERAL ARRANGEMENT OF WORK. NOT ALL TRANSITIONS, OFFSETS, SLOPES, ETC. ARE SHOWN THAT MAY BE REQUIRED FOR PROPER INSTALLATION. DRAWINGS DO NOT SHOW DIMENSIONS FOR LOCATING ANY WORK AND SHALL NOT BE SCALED FOR BIDDING, ORDERING, INSTALLATION, OR ANY OTHER PURPOSE. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL REQUIREMENTS OF HIS WORK WITH ALL OTHER TRADES. THIS INCLUDES, BUT IS NOT LIMITED TO: POWER REQUIREMENTS; LOCATIONS OF EQUIPMENT, AIR DEVICES, DUCTWORK, AND PIPING; PROPER SERVICE AND CODE-REQUIRED WORKING CLEARANCES; CONTROLS REQUIREMENTS; ETC. 4. SUBMITTAL REVIEW: SUBMITTALS ARE REVIEWED BY THE ENGINEER ONLY FOR GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, MEANS AND METHODS OF CONSTRUCTIONS, AND COMPLIANCE WITH THE CONTRACT DOCUMENTS. CONTRACTOR IS FULLY RESPONSIBLE FOR ALL SUBMITTALS PROVIDED - EITHER BY HIM DIRECTLY, OR INDIRECTLY BY HIS VENDORS OR SUB-CONTRACTORS. SUBMITTALS PROVIDED BY VENDORS OR SUB- CONTRACTORS SHALL BE THOROUGHLY REVIEWED BY THE SUBMITTING CONTRACTOR FOR COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS AND COORDINATION WITH ALL OTHER TRADES PRIOR TO SUBMITTAL TO THE ENGINEER. 5. ALL AIRSIDE, HYDRONIC, AND CIRCULATING DOMESTIC WATER SYSTEMS SHALL BE TESTED, ADJUSTED, AND BALANCED. THE GENERAL CONTRACTOR SHALL ENGAGE A THIRD-PARTY AABC-CERTIFIED TEST AND BALANCE FIRM TO PERFORM THE TAB SERVICES AND PROVIDE A COMPLETE REPORT TO THE OWNER AND A/E FOR REVIEW. REFER TO SPECITIATIONS. Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 MECHANICAL SYMBOLS & ABBREVIATIONS M0.1 02-06-2019 17190 KMW WMJ KMWAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 02-06-2019 Revision Schedule # Description Date MECHANICAL GENERAL NOTES 1. REFER TO AIR DEVICE SCHEDULE FOR NECK/RUN-OUT SIZES TO DIFFUSERS. 2. ALL AIR DEVICES SHALL HAVE MANUAL BALANCING DAMPERS. 3. ALL MECHANICAL INSTALLATIONS SHALL BE IN STRICT COMPLIANCE WITH THE INTERNATIONAL MECHANICAL CODE, THE INTERNATIONAL ENERGY CONSERVATION CODE, AND ALL LOCAL GOVERNING AUTHORITIES HAVING JURISDICTION. 4. REFER TO ARCHITECT'S REFLECTED CEILING PLAN FOR EXACT CEILING DIFFUSER LOCATIONS. 5. ALL DUCTWORK DIMENSIONS ARE CLEAR, INSIDE DIMENSIONS, DUCTWORK SHALL BE GALVANIZED STEEL AND SHALL MEET MINIMUM SMACNA CONSTRUCTION STANDARDS. 6. FLEXIBLE DUCT SHALL NOT EXCEED 6'-0" IN LENGTH, DO NOT SPLICE TOGETHER EXISTING AND NEW FLEX. 7. MAINTAIN ALL DUCTWORK CLEARANCES REQUIRED BY THE NATIONAL ELECTRIC CODE ABOVE ALL ELECTRICAL PANELS, COORDINATE WITH ELECTRICAL CONTRACTOR. 8. DUCTWORK LAYOUT ON DRAWINGS IS SCHEMATIC IN NATURE. FIELD VERIFY ALL STRUCTURAL FRAMING AND PROVIDE ALL NECESSARY TRANSITIONS AND/OR OFFSETS AS REQUIRED TO FIT DUCTWORK ABOVE CEILING. 9. OUTSIDE AIR INTAKES SHALL BE A MINIMUM OF 10'-0" FROM ALL EXHAUST SOURCES. 10. ALL AIRSIDE, HYDRONIC, AND CIRCULATING DOMESTIC WATER SYSTEMS SHALL BE TESTED, ADJUSTED, AND BALANCED. THE GENERAL CONTRACTOR SHALL ENGAGE A THIRD-PARTY AABC-CERTIFIED TEST AND BALANCE FIRM TO PERFORM THE TAB SERVICES AND PROVIDE A COMPLETE REPORT TO THE OWNER AND A/E FOR REVIEW. REFER TO SPECIFICATIONS. 11. GAS PIPING IN CEILINGS AND OTHER CONCEALED LOCATIONS SHALL BE THREADED, BRAZED, OR WELDED; OR SHALL OTHERWISE CONFORM TO ANSI LC-1/CSA 6.26 OR ANSI LC-4. T T T T T EXISTING CU-4 EXISTING CU-1 EXISTING CU-2 EXISTING CU-3 AHU-1 AHU-2 AHU-3 AHU-5 E 400 CFM B 200 CFM B 200 CFM E 0 CFMB 50 CFM B 200 CFM B 200 CFM B 100 CFM C 300 CFM C 300 CFM C 300 CFM B 450 CFM E 1300 CFM B 600 CFM B 600 CFM B 600 CFM E 1750 CFM 12"x16" 20"x16" 20"x14"16"x14"16"x14" 16"x14" 12"x10"14"x12"24"x14"14"x12"20"x10"14"x10"20"x12"1 2 2 2 2 2 1"ø 1"ø 1"ø 3/4"ø 3 3 3 3 3 6 6 7 7 7 8 7 7 1"ø 3 AHU-4 UH-1 4 L-1 500 CFM L-2 500 CFM L-3 100 CFM 8"ø12"ø12"ø1 2 "x 1 2 " 9 (2)E 550 CFM B 320 CFM B 320 CFM B 320 CFM B 320 CFM B 320 CFM B 200 CFM B 360 CFM B 360 CFM B 360 CFM B 360 CFM B 360 CFM EXISTING CU-5 MECHANICAL KEYED NOTES CONDENSING UNIT MOUNTED ON 4" HIGH (MIN.) CONCRETE EQUIPMENT PAD. SIZE & ROUTE REFRIGERANT PIPING TO ASSOCIATED FAN-COIL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS (TYP. 5). SUSPEND AHU ABOVE CEILING. COORDINATE LOCATION WITH LIGHTS AND CEILING GRID FOR PROPER SERVICE ACCESS. PROVIDE AUX. DRAIN PAN WITH WATER DETECTOR. ROUTE 1" CONDENSATE TO FLOOR SINK. EXISTING MECHANICAL EQUIPMENT, DUCTWORK, AND DIFFUSERS IN THIS AREA TO REMAIN, CLEAN AND SERVICE AS NECESSARY. RELOCATE EXISTING AIR DEVICES TO NEW LOCATIONS SHOWN. COORDINATE WITH LIGHTING AND CEILING GRID. ADJUST EXISTING DUCTWORK AS REQUIRED FOR NEW LAYOUT. NOT USED. 6"∅ OA DUCT UP THROUGH ROOF WITH MANUAL BALANCING DAMPER. PROVIDE WEATHERPROOF CAP. 4" FLUE THROUGH ROOF TO WEATHERPROOF CAP. ROUTE 3/4" CONDENSATE TO FLOOR SINK. NEW LOCATION OF EXISTING CONDENSING UNITS. EXISTING CONDENSING UNITS TO BE RELOCATED BY THE CITY OF DENTON. 1 2 3 4 5 6 7 8 9 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 FLOOR PLAN - MECHANICAL M2.1 02-06-2019 17190 KMW WMJ KMWAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE:PLAN NORTH TRUE NORTH 1/8" = 1'-0"M2.1 1 FLOOR PLAN - MECHANICAL Revision Schedule # Description Date AIR FLOWQUADRANT TO EXTEND BEYOND INSULATION EXTENDED LOCKING DAMPER LAY - IN CEILING STRAIGHT FLEX 12" MIN. OF CONICAL TAP TAP CAN BE THE IN SIDE OR BOTTOM ROUND RIGID W/ INSULATION (R-5) LIMIT FLEX TO 5'-0" LOCKING QUADRANT DAMPER WITH INSULATION STAND-OFF. CEILING TYPE DIFFUSER METAL MECHANICAL TYPE BAND AT CONN. OF FLEX SUPPORT WIRE1" MIN. BAND CLAMP AT DIFFUSER TURN DOWN INSULATED FLEX DUCT (RE. TO SPECS) INSULATE BACK OF DIFFUSERS (R-5) SUPPLY TRUNK DUCT MASTICALLY SEAL ALL FITTING JOINTS (TYP.) 1-9/16" 2" R 90 DEG. 1" R 4" R 2" R SMALL DOUBLE VANE 90 DEG. 4-1/2" 8-1/4"2-1/4" SMALL DOUBLE VANE LARGE DOUBLE VANE LARGE DOUBLE VANE RUNNER SQUARE ELBOW. LARGE DOUBLE VANE SQUARE ELBOW SMALL DOUBLE VANE 15" OR MORE 1-1/8" CONCRETE PAD FILTER/DRYER 6"x6" REDWOOD RUNNERS CONDENSING UNIT WEATHER-PROOF OPENING EXTERIOR WALL CEILING REFRIGERATION LINES SHALL BE SIZED PER MANUFACTURER RECOMMENDATION. EXPANSION VALVE FULL SIZE AUXILLARY DRAIN PAN AIR HANDLING UNIT D RSRLRS RL BRANCH VOLUME DAMPER W/ ADJUSTABLE DIAL SETTING 45° W W BRANCH SUPPLY MAIN RETURN OR EXHAUST MAIN 1/4 W 5" MIN. 1/4 W 5" MIN. MULTIPLE DIFFUSER LEG WALL MOUNT BRACKET (SUPPLIED WITH UNIT) BOLT TO WALL STRUCTURE. ELECTRIC UNIT HEATER. MOUNT AT 3'-0" ABOVE CEILING MOUNT ALLOWS 180° ROTATION ROTATION SECTION DUCT 2" AIR FLO W BOLT AND NUT WITH WASHER ON BOTH SIDES ATTACH TO STRUCTURE 3/16" ALL THREAD UNINSULATED ROUND SPIRAL DUCT (REF. PLANS FOR SIZE) SHEET METAL BAND OVER DUCT JOINT. ALL THREAD MOUNT ALL PROJECT DIFFUSERS ON A 30 DEGREE DOWNWARD ANGLE (UNLESS NOTED OTHERWISE) 1" MIN. CLEARANCE FOR FLUE METALBESTOS OR EQUAL TYPE 'B' GAS FLUE ROOF FLASHING STORM COLLAR SUPPORT SECURED TO FLUE PIPE & UNDERSIDE OF DECK ROOF FLUE STORM COLAR PLASIC SEALER WEATHER & BIRD PROOF TOP MIN. 36" NOTE: FLASHING & COUNTERFLASHING BY CERTIFIED ROOFING CONTR. Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 MECHANICAL DETAILS M5.1 02-06-2019 17190 KMW WMJ KMWAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE:1 : 60M5.1 1 CONICAL SPIN IN SCALE:1 : 105M5.1 2 TYPICAL CEILING DIFFUSER SCALE: 1/8" = 1'-0"M5.1 3 VANED DUCT ELBOW SCALE:1 : 65M5.1 4 REFRIGERANT PIPING SCALE:1 : 105M5.1 6 LOW PRESSURE BRANCH SCALE: 1" = 10'-0"M5.1 7 ELECTRIC UNIT HEATER SCALE: 1/8" = 1'-0"M5.1 8 ROUND DUCT SUPPORT SCALE: 1/8" = 1'-0"M5.1 11 GAS FLUE THRU ROOF Revision Schedule # Description Date GRILLES - REGISTERS - DIFFUSERS DESIG. DUTY TYPE FRAME TYPE MATERIAL FINISH NECK SIZE (IN) FACE SIZE (IN)EQUAL TO A SUPPLY LINEAR SLOT LAY-IN STEEL WHITE 10"Ø (2)1" SLOT, 48" L TITUS - TBD-80 B SUPPLY 4-WAY CONE LAY-IN STEEL WHITE NOTE C 24X24 TITUS - TMS C SUPPLY SIDEWALL SURFACE STEEL WHITE 12"x6" 12"x6" TITUS - 300FL D RETURN SIDEWALL SURFACE STEEL WHITE 16"x16" 16"x16" TITUS - 350RL E RETURN LOUVERED LAY-IN STEEL WHITE NOTE D 24X24 TITUS - PAR NOTES: A) PROVIDE MANUAL BALANCING DAMPER FOR EACH SUPPLY AIR DEVICE. B) PROVIDE CEILING RADIATION DAMPER AT RATED ASSEMBLIES. C)CFM NECK SIZE D)CFM NECK SIZE 0 - 75 6" Ø 0 - 250 8" Ø 80 - 225 8" Ø 255 - 400 10" Ø 230 - 300 10" Ø 405 - 700 12" Ø 305 - 360 12" Ø 705 - 1000 14" Ø 365 - 450 14" Ø 1005 - 1500 16" Ø 455 - 560 16" Ø ELECTRIC UNIT HEATER DESIG. SERVES KW CFM NOTES EQUAL TO QMARK MODEL: ELECTRICAL VOLT/ PHASE FLA MCA MOCP UH-1 RISER ROOM 3 350 1,2,7 MUH03-81 208/1 14.5 18.1 20 MECHANICAL NOTES: (PROVIDE ITEMS AS NOTED)ELECTRICAL NOTES: 1) FACTORY NON-FUSED DISCONNECT 6) WALL SURFACE MOUNT FRAME 1) N/A 2) FACTORY INTERNAL THERMOSTAT 7) CEILING MOUNTING BRACKET 3) TAMPERPROOF THERMOSTAT 8) RECESS TRIM KIT 4) REMOTE THEMOSTAT 9) COLOR AS CHOSEN BY ARCHITECT 5) PROVIDE UNIT SUB-BASE. SPLIT SYSTEM AIR CONDITIONING DESIG. SERVES FAN COOLING @ 105° F. AMBIENT COIL EQUAL TO LENNOX MODEL NUMBER HEATING EQUAL TO LENNOX MODEL NUMBER ELECTRICAL CFM O.A. CFM ESP (IN)HP TOTAL MBH SENS MBH EAT DB/WB LAT DB/WB EER/ SEER INPUT MBH OUTPUT MBH EFF %EAT DB LAT DB VOLT/ PHASE FLA MCA MOCP AHU-1 MULTI-PURPOSE A 2000 500 0.5 3/4 56.5 40.0 81.3/65.4 57.3/55.8 CH35-51C-2F 88.0 85.0 96.6 61 80 EL296UH090XV60C 120 8.4 10.5 20 CU-1 AHU-1 11.0/15.0 XC16S060-230 240 23.4 35.6 60 AHU-2 MULTI-PURPOSE B 2000 500 0.5 3/4 56.5 40.0 81.3/65.4 57.3/55.8 CH35-51C-2F 88.0 85.0 96.6 61 80 EL296UH090XV60C 120 8.4 10.5 20 CU-2 AHU-2 11.0/15.0 XC16S060-230 240 23.4 35.6 60 AHU-3 KITCHEN 550 100 0.5 0.2 17.4 17.1 80.2/65.6 58.1/56.7 CH35-24B-2F 44.0 41.0 93.2 60 75 ML193UH045XP24B 120 3.1 3.9 15 CU-3 AHU-3 12.0/14.3 14ACXS018-230 240 9.9 12.4 20 AHU-4 LOGGIA NORTH 1350 50 0.5 1 41.1 33.8 75.9/62.9 58.1/56.9 CH35-48C-2F 88.0 85.0 96.6 69 78 EL296UH090XV60C 120 8.4 10.5 20 CU-4 AHU-4 11.7/15.1 XC16S048-230 240 23.4 29.2 50 AHU-5 LOGGIA SOUTH 1800 50 0.5 1 52.6 43.5 75.7/62.8 58.1/56.9 CH35-51C-2F 88.0 85.0 96.6 69 78 EL296UH090XV60C 120 8.4 10.5 20 CU-5 AHU-5 11.0/15.0 XC16S060-230 240 23.4 35.6 60 NOTES:ELECTRICAL NOTES: 1) PROVIDE DDC CONTROLLER CARD FOR EACH AIR HANDLING UNIT. INTEGRATE UNIT WITH BUILDING DDC SYSTEM.1) N/A 2) PROVIDE CONDENSATE PUMP FOR EACH EVAPORATOR UNIT AS REQUIRED. 3) PROVIDE ELETRICAL DISCONNECT FOR EACH AIR HANLDING UNIT AND CONDENSING UNIT. 4) PROVIDE LOW VOLTAGE WIRING BETWEEN CONDENSING UNIT AND AIR HANDLER. REFER TO MFG INSTALLATION INSTRUCTIONS. LOUVERS DESIG. SERVES TYPE CFM SP. IN W.G. MAX VELOCITY (FPM)DAMPER NOMINAL DIMENSIONS NET FREE AREA (SQF)MATERIAL ACCESSORIES (SEE BELOW) EQUAL TO RUSKIN MODEL ELECTRICAL VOLT/ PHASE FLA MCA MOCP L-1 AHU-1 OUTSIDE AIR INTAKE 500 0.1 790 GRAVITY 23"X12" 0.63 ALUMINUM A,B,D ELF6375X N/A N/A N/A N/A L-2 AHU-2 OUTSIDE AIR INTAKE 500 0.1 790 GRAVITY 23"X12" 1.92 ALUMINUM A,B,D ELF6375X N/A N/A N/A N/A L-3 AHU-3 OUTSIDE AIR INTAKE 100 0.02 332 GRAVITY 12"X12" 0.3 ALUMINUM A,B,D ELF6375X N/A N/A N/A N/A ACCESSORIES: (PROVIDE AS NOTED) ELECTRICAL NOTES: (A) - BACKDRAFT DAMPER (E) - ROOFCURB (I) - OUTLET GUARD 1) N/A (B) - BIRDSCREEN (F) - GREASE TROUGH (J) - SIDE DISCHARGE (C) - PRE-WIRED NON-FUSED SERVICE DISCONNECT (G) - SPEED CONTROL (K) - PERMANENT FILTERS (D) - DUCT INLET FITTING (H) - SIDE INLET (L) - ECM MOTOR MECHANICAL NOTES: 1) COLOR/FINISH BY ARCHITECT 2) PROVIDE STORM/SECURITY RATED LOUVERS WHERE INDICATED 3) EXTERIOR WALL LOUVERS SHALL BE SIZED FOR RAIN RESISTANCE AND BE DRAINABLE OUTSIDE AIR CALCULATIONS IMC 2012 TABLE 403.3 AHU-1 SUPPLY CFM OA CFM/PERSON TOTAL PEOPLE OA CFM/FT2 EXHAUST CFM SQUARE FOOTAGE OA (CFM) MULTI-PURPOSE A 2000 5.00 72 0.06 0 2230 493.8 TOTAL SUPPLY:2000 TOTAL OA:493.8 AHU-2 SUPPLY CFM OA CFM/PERSON TOTAL PEOPLE OA CFM/FT2 EXHAUST CFM SQUARE FOOTAGE OA (CFM) MULTI-PURPOSE B 2000 5.00 72 0.06 0 1478 448.68 TOTAL SUPPLY:2000 TOTAL OA:448.7 AHU-3 SUPPLY CFM OA CFM/PERSON TOTAL PEOPLE OA CFM/FT2 EXHAUST CFM SQUARE FOOTAGE OA (CFM) KITCHEN 550 7.50 2 0.12 0 603 87.36 TOTAL SUPPLY:550 TOTAL OA:87.4 AHU-4 SUPPLY CFM OA CFM/PERSON TOTAL PEOPLE OA CFM/FT2 EXHAUST CFM SQUARE FOOTAGE OA (CFM) LOGGIA NORTH 1350 5.00 0 0.06 0 370.5 22.23 TOTAL SUPPLY:1350 TOTAL OA:22.2 AHU-5 SUPPLY CFM OA CFM/PERSON TOTAL PEOPLE OA CFM/FT2 EXHAUST CFM SQUARE FOOTAGE OA (CFM) LOGGIA SOUTH 1800 5.00 0 0.06 0 370.5 22.23 TOTAL SUPPLY:1800 TOTAL OA:22.2 TOTAL SUPPLY:7700 TOTAL OA:1074.3 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 MECHANICAL SCHEDULES M6.1 02-06-2019 17190 KMW WMJ KMWAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 05-10-2019 Revision Schedule # Description Date 1 City Comments 05/10/19 1 PLUMBING SYMBOL LEGENDPLUMBING ABBREVIATIONS SANITARY SEWER (SS) SANITARY VENT (V) STORM DRAIN (SD) STORM OVERFLOW DRAIN (OD) GREASE WASTE (GW) ACID WASTE (AW) ACID VENT (AV) DOMESTIC COLD WATER (CW) DOMESTIC HOT WATER (110°F HW) DOMESTIC HOT WATER RETURN (HWR) FIRE LINE (F) NATURAL GAS (G) COMPRESSED AIR (A) OXYGEN VACUUM NITROGEN (N) NITROUS OXIDE (NO) RISER DOWN (ELBOW) RISER UP (ELBOW) BRANCH-BOTTOM CONNECTION BRANCH-TOP CONNECTION TEE CONNECTION 90° ELBOW CAP ON END OF PIPE UNION BALL VALVE PRESSURE REDUCING VALVE CHECK VALVE GAS COCK TEMPERATURE-PRESSURE RELIEF VALVE DIRECTION OF SLOPE FLOOR SINK FLOOR DRAIN OUTLET (SPECIFY TYPE) HUB DRAINH.D. ROOF DRAINR.D. OVERFLOW DRAINO.D. COMPRESSED AIR OUTLETA EXISTING PIPING TO BE REMOVED NON-FREEZE WALL HYDRANTN.F.W.H. HOSE BIBBH.B. FLOOR CLEANOUT CLEANOUT PLUG THERMOMETER PRESSURE GAUGE WITH GAUGE COCK NEW CONNECTION TO EXISTING DIRECTION OF FLOW FLOW CONTROL VALVE DOMESTIC HOT WATER (140°F HW) DOMESTIC HOT WATER RETURN (140°F) ABOVE FINISHED FLOOR ELEVATION AS HIGH AS POSSIBLE ACID VENT ACID WASTE BATH TUB BELOW FINISHED FLOOR BACKFLOW PREVENTER BRANCH TO FIXTURES CIRCULATION PUMP DOMESTIC COLD WATER AFF AHAP AV AW BT BFF BFP BTF CP CW GRAVITY DRAIND DOUBLE (TWO-WAY) CLEANOUTDCO DRINKING FOUNTAINDF INSTANTANEOUS WATER HEATERIWH ELECTRIC WATER HEATEREWH FLOOR CLEANOUTFCO FLOOR DRAINFD FLOW LINE ELEVATIONFL FIRE PROTECTIONFP FLOOR SINKFS GASG GALLONSGAL GRADE CLEANOUTGCO GALLONS PER FLUSHGPF GALLONS PER HOURGPH GALLONS PER MINUTEGPM WATER HAMMER ARRESTERHA HOSE BIBHB DOMESTIC HOT WATERHW DOMESTIC HOT WATER RETURNHWR ICE MAKER WALL BOXIB INVERT ELEVATIONIE LAVATORYL MANUFACTURERMFR MOP BASINMB NON-FREEZE WALL HYDRANTNFWH OVERFLOW DRAINOD PLUMBINGPBG PRESSURE REDUCING VALVEPRV ROOF DRAINRD ROOF HYDRANTRH REDUCED PRESSURE ZONE VALVERPZ SINKS STORM DRAINSD SHOWERSH SANITARY SEWERSS TEMPERATURE ANED PRESSURE RELIEFT&P THERMOSTATIC MIXING VALVETMV TRAP PRIMERTP TYPICALTYP URINALU UNLESS NOTED OTHERWISEUNO VENTV VENT THROUGH ROOFVTR WASHING MACHINE WALL BOXWB WATER CLOSETWC WALL CLEANOUTWCO WASH FOUNTAINWF EXPANSION TANKXT YARD HYDRANTYH ELECTRIC WATER COOLEREWC GAS WATER HEATERGWH AUTHORITIES HAVING JURISDICTIONAHJ GREASE WASTEGW HUB DRAINHD NOTE: NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED. NOTE: NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED. UNDER FLOORUF IMPORTANT NOTES FOR CONTRACTOR 1. PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT AS REQUIRED TO INSTALL COMPLETE AND OPERABLE PIPING SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED, AS REQUIRED BY ALL APPLICABLE CODES AND PER MANUFACTURER'S RECOMMENDATIONS. 2. ALL OPENINGS IN FIRE RATED WALLS FOR DUCTWORK, PIPING, CONDUITS, ETC. SHALL BE FIRE STOPPED WITH A FIRE CAULK SIMILAR TO 3M OR APPROVED EQUAL. REFER TO MECHANICAL DRAWINGS FOR UL WALL PENETRATION DETAILS. 3. SLOPE OF ALL HORIZONTAL DRAINAGE PIPING (SANITARY, STORM, GREASE WASTE, ACID WASTE, ETC.) AS FOLLOWS UNLESS NOTED OTHERWISE ON PLANS: SIZE SLOPE 2 1/2" OR LESS 1/4 IN/FT 3" AND LARGER 1/8 IN/FT 4. ALL HORIZONTAL VENT PIPING SHALL BE GRADED AS TO DRAIN BACK TO THE DRAINAGE PIPE BY GRAVITY. 5. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND ELEVATION OF FLOOR DRAINS. CONTRACTOR SHALL COORDINATE LOCATIONS OF FLOOR DRAINS IN MECHANICAL ROOMS WITH HVAC DRAWINGS. 6. PROVIDE SHUT-OFF VALVES IN ALL DOMESTIC WATER PIPING SYSTEM BRANCH LINES. 7. PROVIDE CLEANOUTS IN HORIZONTAL DRAINAGE PIPING AT ENDS OF RUNS, AT CHANGES IN DIRECTION GREATER THAN 45°, NEAR THE BASE OF STACKS, EVERY 50 FEET IN HORIZONTAL RUNS AND ELSEWHERE AS INDICATED. CLEANOUTS SHALL BE THE SAME NOMINAL SIZE AS THE PIPE THEY SERVE UP TO 4 INCHES. FOR PIPES LARGER THAN 4 INCHES NOMINAL SIZE, THE MINIMUM SIZE OF THE CLEANOUT SHALL BE 4 INCHES. 8. CONTRACTOR SHALL COORDINATE INSTALLATION OF GAS SERVICE AND METER WITH GAS COMPANY. CONTRACTOR SHALL PAY ALL FEES, PERMITS AND CHARGES ASSOCIATED WITH THE INSTALLATION OF BOTH THE GAS METER AND SERVICE. 9. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL ADA PLUMBING FIXTURES. CONTRACTOR SHALL PROVIDE OFFSET P-TRAP AND MOUNT ADA PLUMBING FIXTURES TO COMPLY WITH (ADA) AND TEXAS ACCESSIBILITY STANDARDS REQUIREMENTS. 10. CONTRACTOR SHALL REFER TO HVAC DRAWINGS FOR ROUTING OF HVAC UNIT CONDENSATE DRAIN LINES. CONTRACTOR SHALL PROVIDE INDIRECT DRAIN WITH TRAP PRIMER AS REQUIRED. TRAP PRIMER TO BE LOCATED BEHIND 12"x12" ACCESS PANEL. ACCESS PANEL LOCATIONS SHALL BE COORDINATED WITH ARCHITECT PRIOR TO ROUGH-IN. 11. ALL LAVATORIES AND SINKS SHALL BE PROVIDED WITH A THERMOSTATIC MIXING VALVE (TMV) AS SPECIFIED IN THE PLUMBING FIXTURE SCHEDULE. Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 PLUMBING SYMBOLS & ABBREVIATIONS P0.1 02-06-2019 17190 TRB WMJ TRBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 02-06-2019 Revision Schedule # Description Date IN WOMEN'S RESTROOM #119, REMOVE AND REPLACE EXISTING WATER CLOSETS, LAVATORIES AND ASSOCIATED APPURTENANCES WITH NEW WATER CLOSETS, LAVATORIES AND ASSOCIATED APPURTENANCES. CONNECT TO EXISTING SS PIPING AS REQUIRED. VERIFY LOCATION AND SIZE OF EXISTING SS PIPING PRIOR TO START OF CONSTRUCTION. IN MEN'S RESTROOM #120, REMOVE AND REPLACE EXISTING WATER CLOSETS, URINAL, LAVATORIES AND ASSOCIATED APPURTENANCES WITH NEW WATER CLOSETS, URINAL, LAVATORIES AND ASSOCIATED APPURTENANCES. CONNECT TO EXISTING SS PIPING AS REQUIRED. VERIFY LOCATION AND SIZE OF EXISTING SS PIPING PRIOR TO START OF CONSTRUCTION. EXISTING 4" SS TO REMAIN. VERIFY LOCATION AND SIZE PRIOR TO START OF NEW CONSTRUCTION. NO PLUMBING WORK IN EXISTING JANITOR ROOM #121. EXISTING 2" DOMESTIC WATER SERVICE; REFER TO CIVIL DRAWING C6.0 FOR CONTINUATION.VERIFY LOCATION AND SIZE OF EXISTING DOMESTIC WATER SREVICE PRIOR TO START OF CONSTRUCTION. GAS SERVICE; REFER TO CIVIL DRAWING C6.0 FOR CONTINUATION. NO PLUMBING WORK IN EXISTING MEN'S & WOMEN'S OUTDOOR RESTROOM. FIRE SERVICE, SIZE TO BE DETERMINED BY A LICENSED FIRE PROTECTION ENGINEER; REFER TO CIVIL DRAWING C6.0 FOR CONTINUATION. EXISTING 4" SS TO REMAIN. REFER TO CIVIL DRAWING C6.0 FOR CONTINUATION. CONNECT NEW 4" SS TO EXISTING 4" SS. VERIFY LOCATION, SIZE AND INVERT ELEVATION OF EXISTING SS PRIOR TO START OF CONSTRUCTION. 3" SS UP TO FLOOR DRAIN. 4" SS UP TO FLOOR SINK. 2" SS UP. 3" SS UP TO WALL CLEANOUT. 4" SS DN AND 2" V UP. FIRE SERVICE UP TO FIRE RISER. EXISTING FLOOR CLEANOUT TO REMAIN. GAS SERVICE UP TO GAS METER. 3" SS DN AND 2" V UP. EXISTING 4" SS IN EXISTING RESTROOM TO BE REMOVED. EXISTING 2" SS IN EXISTING KITCHEN TO BE REMOVED. EXISTING 4" SS TO REMAIN. CONNECT NEW 2" SS TO EXISTING 4" SS. VERIFY LOCATION, SIZE AND INVERT ELEVATION OF EXISTING SS PRIOR TO START OF CONSTRUCTION. 1 2 3 4 PLUMBING KEYED NOTES 1 5 3 6 9 7 6 8 9 21 10 8 11 9 12 13 11 12 14 15 13 13 16 14 17 15 18 16 10 17 13 18 5 2 4 7 7 19 19 20 23 21 22 22 11 19 20 21 23 22 4" SS 2" SS MEN 120 WOMEN 119 JANITOR 121 COORIDOR 112 COMPUTER LAB 117 CLASSROOM 115 OFFICE 110 RECEPTION 111 STORAGE 113 lT/ELEC. 114 REC ROOM AREA 116 FITNESS AREA 118 CORRIDOR 109 LOGGIA 101 MULTI-PURPOSE A 102 MULTI-PURPOSE B 103 AV/ ELEC. 104 PANTRY 105 WARMING KITCHEN 106 STORAGE 107 SPRINKLER ROOM 108 3" SS 4" SS X X X X X X X X X X X X X X X X X X X X X Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 BELOW FLOOR PLAN - PLUMBING P2.1 02-06-2019 17190 TRB WMJ TRBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE:PLAN NORTH TRUE NORTH 1/8" = 1'-0"P2.1 1 BELOW FLOOR PLAN - PLUMBING Revision Schedule # Description Date 1" CW; CONNECT TO EXISTING 2" DOMESTIC WATER SERVICE. VERIFY LOCATION AND SIZE OF EXISTING CW PIPING PRIOR TO START OF CONSTRUCTION. IN WOMEN'S RESTROOM #119, REMOVE AND REPLACE EXISTING WATER CLOSETS, LAVATORIES AND ALL ASSOCIATED APPURTENANCES WITH NEW WATER CLOSETS, LAVATORIES AND ASSOCIATED APPURTENANCES. CONNECT TO EXISTING CW, HW AND V PIPING AS REQUIRED AND INSTALL TMV AT HW CONNECTIONS FOR LAVATORIES. VERIFY LOCATIONS AND SIZES OF EXISTING CW, HW AND V PIPING PRIOR TO START OF CONSTRUCTION. IN MEN'S RESTROOM #120, REMOVE AND REPLACE EXISTING WATER CLOSETS, URINALS, LAVATORIES AND ALL ASSOCIATED APPURTENANCES WITH NEW WATER CLOSETS, URINALS, LAVATORIES AND ASSOCIATED APPURTENANCES. CONNECT TO EXISTING CW, HW AND V PIPING AS REQUIRED AND INSTALL TMV AT HW CONNECTIONS FOR LAVATORIES. VERIFY LOCATIONS AND SIZES OF EXISTING CW, HW AND V PIPING PRIOR TO START OF CONSTRUCTION. NEW GAS METER BY GAS COMPANY. TOTAL DEVELOPED LENGTH IS 208' WITH LOAD OF 926 CFH AT 4 OZ OR 7" WATER COLUMN. GAS PIPING DOWNSTREAM OF REGULATOR SIZED USING 2012 INTERNATIONAL FUEL GAS CODE TABLE 402.4(2). 2 1/2" GAS PIPING ROUTED UP WALL TO ABOVE CEILING. PROVIDE WEATERPROOF SLEEVING AT WALL PENETRATION. 2" GAS; CONNECT TO EXISTING GAS ABOVE CEILING. GAS PIPING ROUTED ABOVE CEILING. 1/2" CW, 1/2" HW AND 2" V DN IN WALL TO SERVE SINK. INSTALL TMV AT HOT WATER CONNECTION. 3/4" CW AND 3/4" HOT WATER DOWN TO WATER HEATER. 2" V DN IN WALL TO SERVE PLUMBING FIXTURE. 1/2" CW DN IN WALL AND 2" V AND VTR TO SERVE WATER COOLER. NOT USED. FIRE RISER. NO PLUMBING WORK IN EXISTING JANITOR ROOM #121. NO PLUMBING WORK IN EXISTING MEN'S AND WOMEN'S OUTDOOR RESTROOMS. 3/4" CW DN IN WALL TO SERVE NON-FREEZE WALL HYDRANT. 1 2 3 PLUMBING KEYED NOTES 1 2 3 4 6 5 5 6 4 7 7 7 7 8 8 8 9 9 10 10 11 11 12 10 13 13 14 15 14 15 15 7 7 7 7 7 7 16 16 16 PLUMBING CALCULATIONS EXISTING PLUMBING FIXTURE QUANTITY 10WATER CLOSET, PUBLIC CWSFU EACH TOTAL HWSFU EACH TOTAL 10 100 0 0 8LAVATORY 1.5 12 1.5 12 2URINAL 5 10 0 0 2KITCHEN SINK 3 6 3 6 1MOP BASIN 2.25 2.25 2.25 2.25 PLUMBING TOTALS 134.25 14.25 TOTAL WATER SUPPLY FIXTURE UNITS = 148.5 = 2" WATER SERVICE. TABLE ABOVE CALCULATED PER 2015 INTERNATIONAL PLUMBING CODE. 2NON-FREEZE WALL HYDRANT 2 4 0 0 MULTI-PURPOSE B 103 STORAGE 107 SPRINKLER ROOM 108 WARMING KITCHEN 106PANTRY 105 LOGGIA 101 MULTI-PURPOSE A 102 CORRIDOR 109 lT/ELEC. 114 STORAGE 113 RECEPTION 111 OFFICE 110 CLASSROOM 115 COORIDOR 112REC ROOM AREA 116 FITNESS AREA 118 COMPUTER LAB 117 WOMEN 119 MEN 120 JANITOR 121 WC-BWC-A U-A L-AWC-AWC-AWC-B EWC L-B S-A TMV S-A TMV L-BL-A AHU-1 88 CFH AHU-4 88 CFH AHU-5 88 CFH AHU-2 88 CFH 1" G 3/4" G 1" G 3/4" G 1 1/4" G 1 1/2" G 3/4" G 1" G 2" G 2 1/2" G 1/2" CW 1" CW 2" VTR 2" V 1" CW 1" CW AHU-3 44 CFH FS w/TG FD w/TG FD w/TG SIAMESE FDC WCO NFWH NFWH 3/4" CW 3/4" CW AV/ ELEC. 104 Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 ABOVE FLOOR PLAN - PLUMBING P2.2 02-06-2019 17190 TRB WMJ TRBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 05-10-2019 SCALE:PLAN NORTH TRUE NORTH 1/8" = 1'-0"P2.2 1 ABOVE FLOOR PLAN - PLUMBING Revision Schedule # Description Date 1 City Comments 05/10/19 1 ACCESS COVER SECURING SCREW FINISHED WALL #58790 CLEANOUT FITTING CLEANOUT TEE & ACCESS COVER SIM. TO JOSAM THIN SETMUD SET ALL FLOOR DRAINS & FLOOR SINKS TO BE BI-LEVEL FLOOR/TILE REQUIREMENTS: PLUMBING REQUIREMENTS: EXISTING SLAB DOUBLE CORE CAULK OR INSULATE TO HOLD HYDRAULIC CEMENT (FLOWABLE) (NOTE: A LOOSE FLOWABLE MIX IS REQUIRED) PLYWOOD BLOCKING OR 2X STOCK - FIRE TREATED AS NEEDED MUD 1" THICK MIN. TILE ON MUD OPEN WEEP HOLES FLOOR DRAIN / FLOOR SINK (TYP) COMPRESSION FLANGE PEASTONE TO KEEP WEEP HOLES CLEAR (1 INCH BERM) HYDRAULIC CEMENT TO SECURE DRAIN BODY FULLY GROUTED VOIDS (EXPANSION TYPE TO IMMOBILIZE FIXTURE) SMOOTH LIP EDGES EPOXY GROUT THINSET LAYER - WATERPROOFING INTO LOWER DRAIN SKIRT - PEA-STONE @ WEEPS FOR DRAINAGE (1" BERM) - CEMENTICIOUS FLASHING @ DRAIN EDGING (MASCO) - POSITIVE PITCH TO ALL AREA DRAINS. NO PUDDLING *** FULL WATER TEST AT ALL AREAS *** - 4 BAND CLAMPS (ALL WET PIPES) - DOUBLE-CORE & GROUTED SOLID (ENTIRE SLAB) - BI-LEVEL DRAINS & FLOOR SINKS W/ WEEP HOLES - * SQUARE FLOOR SINKS - * CAULK OR INSULATE @ LOWER FORM BLOCKING LIQUID OR MEMBRANE WATERPROOFING 4 BAND CLAMPS FOR ALL WET PIPES (2 BAND CLAMPS NOT ALLOWED) 2X BLOCKING OR PLYWOOD FIRE TREATED AS NEEDED CEMENTICIOUS FLASHING (MASCO) 1-1/2" =/- 4" P-TRAP LENGTH PER LOCAL CODE. 3" TAIL PIPE 3" X 4" REDUCER SLOPE AIR GAP FLOOR SINK TYPICAL INDIRECT DRAIN FROM EQUIPMENT.PIPE SUPPORT 4" S.S. ANCHOR - PER NFPA 3/8" ALL-THREAD ROD FOR <=4" PIPE. FOR LARGER PIPE SIZES SEE NFPA 13. HANGER - GRINNEL FIG. 69 ON INSULATED PIPE. PROVIDE PIPE SUPPORT SHIELD. I-BEAM OR JOISTS ANCHOR - PER NFPA STRUT CLAMPS 1/2" ALL-THREAD ROD (MIN.) U-BOLT 1-1/2"x 1-1/2" ANGLE (MIN.) BACK-TO-BACK SUPPORT STRUT DD WATER HEATER T&P RELIEF VALVE UNION CHECK VALVE 3/4" DRAIN LINE TO NEAREST OPEN DRAIN 3/4" T&P DRAIN LINE TO NEAREST OPEN DRAIN GALVANIZED SHEET METAL DRAIN PAN UNDER WATER HEATER 3/4" HW 3/4" CWBALL VALVE STRUCTURE EXPANSION TANK SIMILAR TO AMTROL MODEL NO. ST-5-C (4) 1/2" ALL THREAD RODS TO SUSPEND WATER HEATER FROM STRUCTURE 3"x3"x3/8" ANGLE IRON FRAME TO RECEIVE GALVANIZED SHEET METAL DRAIN PAN AND WATER HEATER. PROVIDE 3/4" DRAIN CONNECTION IN DRAIN PAN STORAGE ROOM #107 UNION GAS COCK DIRT LEG (FULL SIZE) CEILING AIR HANDLING UNIT MIN. 6"GAS PIPING (REFER TO PLUMBING PLANS FOR PIPE SIZES) Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 PLUMBING DETAILS P5.1 02-06-2019 17190 TRB WMJ TRBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE:N.T.S.P5.1 1 WALL CLEANOUT SCALE:N.T.S.P5.1 5 FIXED DRAIN SCALE:N.T.S.P5.1 4 FLOOR SINK SCALE:N.T.S.P5.1 2 PIPE HANGER SCALE:N.T.S.P5.1 3 TRAPEZE PIPE HANGER SCALE:N.T.S.P5.1 6 SUSPENDED WATER HEATER SCALE:N.T.S.P5.1 7 GAS PIPING DETAIL Revision Schedule # Description Date PLUMBING FIXTURE SCHEDULE DESIG. DESCRIPTION MANUFACTURER & MODEL NUMBER SAN. SWR SIZE VENT SIZE COLD WTR SIZE HOT WTR SIZE DESCRIPTION / REMARKS EWC 2" 2" 1/2"- FD - 2" 1/2" - WCO - - - - NFWH - - 3/4" - LA S-A TMV ---- DOUBLE COMPARTMENT STAINLESS STEEL SINK (ADA) ELKAY LRAD332155 CHICAGO FAUCET #201-AGN8AE3-317VAB 2" 2"1/2" 1/2" DOUBLE COMPARTMENT, 18 GUAGE, TYPE 304 NICKEL BEARING STAINLESS STEEL, SELF RIMMING SINK WITH FAUCET HOLES ON 8" CENTERS (15"Lx17-1/2"Wx6"D). UNDERSIDE OF SINK IS FULLY UNDERCOATED. FURNISH COMPLETE WITH CHROME PLATED 1 1/2 INCH P-TRAP, KEYLESS ANGLE STOPS AND FLEXIBLE METAL SUPPLIES. FAUCET SHALL BE HEAVY DUTY CAST BRASS, POLISHED CHROME PLATED FINISH, RIGID/SWIVEL GOOSENECK SPOUT, INDEXED WRIST BLADE HANDLES AND VANDAL RESISTANT AERATOR (2.2 GPM). PROVIDE ELKAY 'LK-35' STRAINER. WALL MOUNTED WATER CLOSET W/ FLUSH VALVE AMERICAN STANDARD MADERA #2856.016 SLOAN ROYAL #110-1.6 4" 2" 1" -WALL MOUNTED, 1.6 GPF DIRECT FED SIPHON JET ACTION, ELONGATED BOWL, 1-1/2 INCH TOP SPUD, VITREOUS CHINA WATER CLOSET WITH OLSONITE #95 SOLID PLASTIC OPEN FRONT SEAT WITH CHECK HINGE. FURNISH COMPLETE WITH SLOAN FLUSH VALVE. WC-A COUNTERTOP LAVATORY DECK MOUNTED FAUCET W/ WRIST BLADE HANDLES AMERICAN STANDARD AQUALYN #0475.020 CHICAGO FAUCET #404-V317ABCP 2" 2" 1/2" 1/2"VITREOUS CHINA, FAUCET LEDGE, FRONT OVERFLOW, SELF-RIMMING COUNTERTOP LAVATORY WITH FAUCET HOLES ON 8" CENTERS. FURNISH COMPLETE WITH CHROME PLATED 1 1/2 INCH P-TRAP, KEYLESS ANGLE STOPS AND FLEXIBLE METAL SUPPLIES. FAUCET SHALL BE HEAVY DUTY CAST BRASS, POLISHED CHROME PLATED FINISH, 5" SPOUT, INDEXED WRIST BLADE HANDLES WITH VANDAL RESISTANT SCREWS AND VANDAL RESISTANT AERATOR (0.5 GPM). ADA COMPLIANT SPLIT LEVEL ELECTRICAL WATER COOLER SHALL BE LEAD FREE USING HFC-134A REFRIGERANT. COOLER SHALL DELIVER 8.0 GPH OF 50°F CHILLED WATER WITH 80°F INLET WATER AND 90°F AMBIENT. COOLER SHALL BE FURNISHED WITH STAINLESS STEEL EXTRA DEEP BASIN, VINYL BONDED TO STEEL CABINET WITH LIGHT GREY GRANITE COLOR, HIGH-EFFICIENCY COOLING TANK AND COIL, THREE PUSH PAD ACTIVATION AND 5 YEAR WARRANTY. PROVIDE APRON #LKAPREZL ON EWC UPPER UNIT TO COMPLY WITH ADA GUIDELINES IF UNIT IS NOT INSTALLED IN AN ALCOVE OR IF A WING WALL IS NOT INSTALLED ON THE LEFT SIDE OF UNIT. BRONZE BODY THERMOSTATIC MIXING VALVE WITH INTEGRAL FILTER WASHERS AND CHECK VALVES AND AN ADJUSTMENT CAP WITH LOCKING FEATURE. VALVE SHALL BE ASSE 1016, 1017 AND 1070 LISTED. SET VALVE TEMPERATURE AT 110°F. IF VALVE SERVES WALL HUNG LAVATORY, LOCATE VALVE IN WALL DIRECTLY BEHIND A 12"x12" ACCESS PANEL WITH LOCKING COVER. COORDINATE LOCATION WITH ARCHITECT. IF VALVE SERVES A COUNTERTOP LAVATORY, LOCATE VALVE BELOW LAVATORY WITHIN CABINET. IF VALVE SERVES MUTIPLE LAVATORIES, VALVE SIZE SHALL BE AS FOLLOWS: 1-2 LAVATORIES (1/2"), 3-4 LAVATORIES (3/4") AND 5-6 LAVATORIES (1"). CAST IRON FLOOR DRAIN, TWO PIECE BODY WITH DOUBLE DRAINAGE FLANGE, INVERTIBLE NON-PUNCTURING FLASHING COLLAR, WEEPHOLES, BOTTOM OUTLET AND ADJUSTABLE SATIN NIKALOY STRAINER, 1/2" TRAP PRIMER CONNECTION AND SECURED GRATE WITH VANDAL-PROOF SCREWS. VERIFY ROUND OR SQUARE TOP STRAINER WITH ARCHITECT. ROUND STAINLESS STEEL WALL ACCESS COVER WITH VANDAL PRROF CENTER SCREW, CAST IRON NO-HUB CLEANOUT TEE WITH RECESSED BRONZE TAPPED PLUG. CAST BRONZE BOX TYPE NON-FREEZE WALL HYDRANT WITH SATIN NIKALOY SCORIATED HINGED LATCHING COVER, 3/4" H.P.T. OUTLET, INTEGRAL VACUUM BREAKER BACKFLOW PREVENTER, PRESSURE RELIEF VALVE, BRONZE CASING, BRONZE OPERATING PARTS CONVERTIBLE INTO SERVICE TOOL, 3/4" FEMALE AND 1" MALE N.P.T. INLET CONNECTION. FURNISH COMPLETE WITH KEY LOCK AND "WATER" CAST ON COVER. ELECTRIC WATER COOLER SPLIT LEVEL (ADA) THERMOSTATIC MIXING VALVE FLOOR DRAIN WALL CLEANOUT NON-FREEZE WALL HYDRANT JOSAM #71000 JOSAM #58600-PLG-COT-VP JOSAM #30000-A-50-VP WATTS #LFUSG-B ELKAY #EZSTL8C NOTES: 1. WALL HUNG PLUMBING FIXTURES SHALL BE SUPPORTED USING ADJUSTABLE CONCEALED ARM FLOOR MOUNTED SUPPORTS WITH RECTANGULAR STRUCTURAL STEEL UPRIGHTS UTILIZING HEAVY-DUTY CAST-IRON FEET BOLTED TO THE FLOOR AND CAST IRON SUPPORT HEADERS. 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS AND LOCATIONS OF ALL PLUMBING FIXTURES INCLUDING HANDICAPPED (ADA) FIXTURES. CONTRACTOR SHALL COORDINATE ADA REQUIREMENTS WITH ARCHITECT PRIOR TO INSTALLATION OF PLUMBING FIXTURES. 3. FLUSH VALVE FOR THE HANDICAPPED PLUMBING FIXTURES SHALL BE INSTALLED WHERE THE HANDLE FACES INTO THE OPEN AREA WITHIN THE STALL (TOWARDS THE CENTER OF THE STALL). CONTRACTOR SHALL PROVIDE FLEXIBLE MOLDED INSULATION SIMILAR TO TRUEBRO 'LAV GUARD' ON P-TRAPS, WATER SUPPLIES AND VALVES SERVING ADA. 4. PLUMBING CONTRACTOR SHALL PROVIDE FLEXIBLE MOLDED INSULATION SIMILAR TO TRUEBRO 'LAV GUARD' ON P-TRAPS, WATER SUPPLIES AND VALVES SERVING ADA. 5. CONTRACTOR SHALL INSTALL ALL PLUMBING FIXTURES SHOWN ON THE ARCHITECTURAL, KITCHEN, PLUMBING, AND OWNER FURNISHED DRAWINGS. 6. CONTRACTOR SHALL FURNISH AND INSTALL EACH ON EACH PLUMBING FIXTURE CHROME PLATED BRASS P-TRAP, NIPPLES WITH ESCUTCHEON, CHROME PLATED BRASS ANGLE SUPPLIES WITH ALL METAL CONSTRUCTION, CHROME PLATED FLEXIBLE BRASS RISERS WITH NIPPLES AND CHROME PLATED DRASS ESCUTCHEONS WITH CAS SET SCREW. 7. CONTRACTOR SHALL PROVIDE ALL NECESSARY FITTINGS, PIPING, SUPPORTS, ETC. TO INSTALL EACH PLUMBING FIXTURE PER MANUFACTURER'S INSTALLATION TAS CODES AND STANDARDS. WALL MOUNTED WATER CLOSET W/ FLUSH VALVE ADA AMERICAN STANDARD MADERA #2856.016 SLOAN ROYAL #110-1.6 4" 2" 1" -WALL MOUNTED, 1.6 GPF DIRECT FED SIPHON JET ACTION, ELONGATED BOWL, 1-1/2 INCH TOP SPUD, VITREOUS CHINA WATER CLOSET WITH OLSONITE #95 SOLID PLASTIC OPEN FRONT SEAT WITH CHECK HINGE. FURNISH COMPLETE WITH SLOAN FLUSH VALVE. WC-B LB COUNTERTOP LAVATORY DECK MOUNTED FAUCET W/ WRIST BLADE HANDLES (ADA) AMERICAN STANDARD AQUALYN #0475.020 CHICAGO FAUCET #404-V317ABCP 2" 2"1/2" 1/2"VITREOUS CHINA, FAUCET LEDGE, FRONT OVERFLOW, SELF-RIMMING COUNTERTOP LAVATORY WITH FAUCET HOLES ON 8" CENTERS. FURNISH COMPLETE WITH CHROME PLATED 1 1/2 INCH P-TRAP, KEYLESS ANGLE STOPS AND FLEXIBLE METAL SUPPLIES. FAUCET SHALL BE HEAVY DUTY CAST BRASS, POLISHED CHROME PLATED FINISH, 5" SPOUT, INDEXED WRIST BLADE HANDLES WITH VANDAL RESISTANT SCREWS AND VANDAL RESISTANT AERATOR (0.5 GPM). U-A WALL MOUNTED URINAL W/ FLUSH VALVE ADA AMERICAN STANDARD WASHBROOK #6590.001 SLOAN ROYAL #186-0.5 2" 2" 3/4" -WALL MOUNTED, 0.5 GPF WASHOUT FLUSH ACTION, FLUSHING RIM, 3/4 INCH TOP SPUD, VITREOUS CHINA URINAL WITH TWO WALL HANGERS. FURNISH COMPLETE WITH SLOAN FLUSH VALVE CAST IRON FLOOR MOUNTED URINAL CARRIER WITH ADJUSTABLE SUPPORT PLATE. FS - 2" 1/2" -12" SQUARE CAST IRON FLOOR SINK WITH ACID RESISTING INTERIOR, DOUBLE DRAINAGE FLANGE WITH WEEPHOLES, BOTTOM OUTLET, ALUMINUM INTERNAL DOME STRAINER AND CAST IRON NON-TRAFFIC, ACID RESISTING HALF GRATE. FLOOR SINK JOSAM #49360A-3 TG - - - -TRAP SEAL DEVICE WITH INTEGRAL PRESSURE RELIEF, HDPE HOUSING, HEAVY-DUTY SILICONE DIAPHRAGM, EDPM RUBBER SEALING GASKET. TRAP GUARD RECTORSEAL SURE SEAL PLUS ELECTRIC WATER HEATER SCHEDULE 140° TEMP. WATER LEAVING 90°F RISE TEMP. 19 GALLONS STORAGE A.O. SMITH MANUFACTURER DEL-40 NUMBER EWH DESIG. MODEL 40 VOLTAGE 240 1∅ NOTES: 1. INSTALL WATER HEATER PER MANUFACTURER'S INSTRUCTIONS. 2. CONTRACTOR SHALL PROVIDE BALL VALVES AND DIELECTRIC UNIONS AT WATER HEATER CONNECTIONS. 3. CONTRACTOR SHALL PROVIDE T&P RELIEF VALVE, DRAIN VALVE AND EMERGENCY OVERFLOW DRAIN PAN FOR WATER HEATER. T&P AND OVERFLOW DRAINS SHALL DISCHARGE INTO NEAREST OPEN SIGHT DRAIN. RATE RECOVERY G.P.H. KW 4.5 PHASE SEE NOTES DESCRIPTION/REMARKS Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 PLUMBING SCHEDULES P6.1 02-06-2019 17190 TRB WMJ TRBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 02-06-2019 Revision Schedule # Description Date 1. DEVICES AND DESIGN COORDINATION NOTES RELATING TO THE FIRE ALARM SYSTEM ARE NOT SHOWN. A STATE LICENSED FIRE ALARM CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SYSTEM DESIGN TO MEET ALL APPLICABLE CODES AND ORDINANCES. ANY DEVICES OR SYSTEM APPURTENANCES REQUIRED TO MEET APPLICABLE CODES AND ORDINANCES ARE NOT SHOWN ON THESE DRAWINGS AND SHALL BE DEEMED IMPLICITLY REQUIRED OF THE CONTRCTOR TO PROVIDE. CONTRACT REQUIRED SUBMITTALS SHALL ONLY BE SUBMITTED FOR ENGINEERING REVIEW AFTER CONTRACTOR HAS RECEIVED WRITTEN APPROVAL OF THE SYSTEM FROM THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ). FIRE ALARM DESIGN NOTES: 1. PROVIDE A LIGHTNING PROTECTION SYSTEM PER PERFORMANCE SPECIFICATION #264313 TO BE INSTALLED FOR A CERTIFIED MASTER INSTALLER CERTIFIED BY UL OR LPI. LIGHTNING PROTECTION DESIGN NOTE PROFESSIONALEN G INEE R83705R EGIST E R E DRENE MIGUEL VALLE ST AT E O F TEXA S Texas Firm F-12759 Issue Date:Project No: Drawn By:Checked By:Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group1405 West Chapman DriveSanger, Texas 76266Phone 940.458.7503 FLOOR PLAN - FIREALARM FA2.1 02-06-201917190 SCPRMVSCPAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE: 1/8" = 1'-0"FA2.1 1 FLOOR PLAN - FIRE ALARM Revision Schedule # Description Date 1. THE CONTRACTOR SHALL FURNISH AND INSTALL A FIRE SPRINKLER SYSTEM IN THE CROSSHATCHED AREA.2. THE CONSTRUCTION FABRICATION DRAWINGS WILL BE PREPARED BY THE RESPONSIBLE MANAGING EMPLOYEE OF A LICENSED SPRINKLER CONTRACTOR AND WILL BE SUPPORTED BY HYDRAULIC CALCULATIONS. THE CONSTRUCTION FABRICATION DRAWINGS, HYDRAULIC CALCULATIONS AND REQUIRED SUBMITTAL DATA SHALL BE SUBMITTED TO THE A/E. THE COMPLETE WORKING SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE TO NFPA AND AUTHORITIES HAVING LOCAL JURISDICTION.3. TRUNK AND BRANCH LINES SHALL NOT RUN THROUGH ELECTRICAL AND IT ROOMS. SPRINKLER HEADS AND PIPING SPECIFIC TO THOSE ROOMS ONLY. FIRE PROTECTION NOTES: Texas Firm F-12759 Issue Date:Project No: Drawn By:Checked By:Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group1405 West Chapman DriveSanger, Texas 76266Phone 940.458.7503 FLOOR PLAN - FIREPROTECITON FP2.1 02-06-201917190 TRBWMJTRBAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE: 1/8" = 1'-0"FP2.1 1 FLOOR PLAN - FIRE PROTECTION Revision Schedule # Description Date MEXISTING UTILITY METER TO BE REPLACED EXISTING UTILITY POLE TO REMAIN. EXISTING UTILITY SINGLE PHASE TRANSFORMER TO REMAIN. EXISTING TELEPHONE BOARD TO BE REMOVED EXISTING PANEL TO BE REPLACED EXISTING DISCONNECT TO BE REPLACED 11 12 GROUND LEVEL INTERIOREXTERIOR EXISTING MAIN 240/120VOLTS-SINGLE MAIN SECONDARY SERVICE TO BE REPLACED. EXISTING OVERHEAD TO BE REPLACED. M EXISTING UTILITY METER TO BE REMOVED EXISTING MAIN SERVICE DISCONNECT SWITCH TO BE REMOVED EXISTING UTILITY POLE EXISTING PANEL TO REMOVED EXISTING UTILITY 1Ø 120/240V TRANSFORMER EXISTING AERIAL SECONDARY SERVICE TO BE REMOVED. 12 INTERIOREXTERIOR 2 2 1 3 3 4 4 5 7 77 7 7 7 7 7 66 6 6 6 9 10 2 8 LIGHTING NOTES 1. REMOVE ALL EXISTING LIGHT FIXTURES, SWITCH CONTROLS, AND ASSOCIATED WIRING/CONDUITS TO CEILING JUNCTION BOXES UNLESS NOTED OTHERWISE. REUSE CONDUIT, SWITCH CONTROLS, AND ASSOCIATED HARDWARE FOR NEW WORK IF FEASIBLE. EXAMINE THE CONDITION OF THE EXISTING EQUIPMENT TO MAKE A DETERMINATION OF WHETHER IT IS SUITABLE FOR REUSE. REPLACE AS NECESSARY. REFER TO DRAWING E9.1 FOR NEW WORK. COORDINATE WITH OWNER REPRESENTATIVE FOR DISPOSAL OF EXISTING LIGHT FIXTURES. 2. LIGHT SWITCHES IN DEMOLITION WALLS SHALL BE REMOVED WITH ASSOCIATED WIRING AND CONDUITS TO CEILING JUNCTION BOXES, UNLESS NOTED OTHERWISE. 1. REMOVE EXISTING POWER, VOICE/DATA, AND SPECIAL SYSTEMS OUTLETS IN DEMOLITION WALLS WITH ASSOCIATED WIRING AND CONDUITS BACK TO PANELBOARD OR TO CEILING JUNCTION BOXES. REUSE EXISTING POWER, VOICE/DATE, AND SPECIAL SYSTEMS OUTLETS FOR NEW WORK IF FEASIBLE. EXAMINE THE CONDITION OF THE EXISTING EQUIPMENT TO MAKE A DETERMINATION OF WHETHER IT IS SUITABLE FOR REUSE. REPLACE AS NECESSARY. REFER TO DRAWING E2.1 FOR NEW WORK. 2. WHERE REMOVED ITEMS RESULT IN DISRUPTION OF SERVICE TO DOWNSTREAM DEVICES, PROVIDE WIRING AS REQUIRED TO RESTORE ORIGINAL OPERATION. POWER DEMOLITION NOTES ENTIRE BUILDING TO BE DEMOLISHED. COORDINATE WITH OWNER REPRESENTATIVE FOR DISPOSAL OF ELECTRICAL EQUIPMENT. EXISTING J-BOXES FOR WATER HEATER AND WATER COOLER TO REMAIN. FIELD VERIFY EXISTING CONDITIONS. COORDINATE WITH PLUMBING CONTRACTOR. REFER TO SHEET E2.1 FOR UPDATED CIRCUIT NUMBERS. AREA NOT TO BE DEMOLISHED RECONNECT EXISTING CIRCUITS TO PANEL 'LN.' FIELD VERIFY EXISTING CONDITIONS. DEMO EXISTING ELECTRICAL SERVICE. COORDINATE WITH LOCAL UTILITY COMPANY. REFER TO DEMO ELECTRICAL RISER ON THIS SHEET. EXISTING A/C UNITS TO BE RELOCATED. RECONNECT TO NEW PANEL "LN". EXTEND AS NEEDED ITS RESPECTIVE ELECTRICAL FEEDER. REFER PANEL "LN" SCHEDULE. REFER TO SHEET E2.1 FOR FURTHER INFORMATION. EXISTING AIR HANDLER UNIT TO REMAIN. FIELD VERIFY LOCATION. REPLACE ITS EXISTING BRANCH CIRCUIT WITH A NEW BRANCH CIRCUIT: 20A/1P 2#12,#12G,3/4"C. CONNECT TO NEW PANEL "LN". ALL MECHANICAL / PLUMBING EQUIPMENTS TO REMAIN SHALL BE RECONNECTED TO NEW PANEL "LN". FIELD VERIFY AND EXTEND BRANCH CIRCUITS AS NEEDED. EXISTING PANEL "LS" TO BE REMOVED. FIELD VERIFY LOCATION. EXISTING PANEL TO BE REPLACED. FIELD VERIFY LOCATION. EXISTING TELEPHONE BACKBOARD TO BE REPLACED. EXISTING CONDUIT TO REMAIN. FIELF VERIFY LOCATION. NOTIFY OWNER OF ANY DISCREPANCIES. COORDINATE WITH ELECTRICAL COMPANY FOR SERVICE INTERRUPTING, TEMPORARY SERVICE, AND NEW SERVICE. ELECTRICAL DEMOLITION KEYED NOTES 1 2 3 4 5 6 7 8 9 10 11 12 PROFESSIONAL E N G INEE R83705R EGIST E R E D RENE MIGUEL VALLE ST A T E O F TEXA S Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 FLOOR PLAN - ELECTRICAL DEMOLITION ED1.1 02-06-2019 17190 SCP RMV SCPAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE:PLAN NORTH TRUE NORTH 1/8" = 1'-0"ED1.1 1 ELECTRICAL DEMOLITION Revision Schedule # Description Date SCALE:N.T.S.ED1.1 2 EXISTING ELECTRICAL RISER DIAGRAM - NORTH - DEMOLITION WORK SCALE:N.T.S.ED1.1 3 EXISTING ELECTRICAL RISER DIAGRAM- SOUTH - DEMOLITION WORK IG FB REF:2/E4 3 DM NOTE: NOT ALL SYMBOLS MAY APPEAR ON DRAWINGS. ELECTRICAL SYMBOLS REFER TO DETAIL 2 ON SHEET E4 INTRUSION SYSTEM DETECTOR SECURITY SYSTEM DOOR MONITOR ISOLATED GROUND RECEPTACLE SEE NOTE #3 DUPLEX RECEPTACLE AND DUAL USB PORT RECEPTACLE MOUNTED ABOVE COUNTER MOTOR CONNECTION DISCONNECT SWITCH MOTOR STARTER COMBINATION MTR. STARTER & DISC. SWITCH ELECTRICAL METER PUSHBUTTON (ON/OFF/STOP) DEVICE MOUNTED ABOVE COUNTER EXISTING TO BE REMOVED EXISTING TO REMAIN FIRE ALARM INTERFACE MODULE LIGHT FIXTURE FIXTURE ON NIGHT LIGHT or EMERGENCY CIRCUIT EXIT LIGHT (SOLID INDICATES FACE) EMERGENCY BATTERY PACK DUPLEX RECEPTACLE SIMPLEX RECEPTACLE SPECIAL RECEPTACLE QUADRAPLEX RECEPTACLE COMBINATION TELEPHONE/DATA OUTLET TELEPHONE OUTLET (P-PAY) TELEVISION OUTLET FIRE ALARM AUDIBLE DEVICE FIRE ALARM AUDIBLE-VISUAL DEVICE FIRE ALARM VISUAL DEVICE (#-CANDELA) FIRE ALARM MANUAL PULL STATION DUCT SMOKE DETECTOR CEILING SMOKE DETECTOR CEILING HEAT DETECTOR SPRINKLER FLOW SWITCH SPRINKLER TAMPER SWITCH VOLUME CONTROL HVAC TEMPERATURE SENSOR MULTI-OUTLET ASSENBLY CLOCK RECEPTACLE GROUND CONNECTION PUSHBUTTON (MOMENTARY) PUSHBUTTON (START-STOP) HORN INTERCOMM BUZZER BELL POWER POLE DATA OUTLET MICROPHONE SPEAKER SYMBOLS FLOOR / CEILING JUNCTION BOX WALL HOMERUN TO PANEL CONDUIT BELOW FLOOR LEVEL PILOT LIGHT SWITCH SWITCH WITH THERMAL OVERLOADS KEY OPERATED SWITCH MOMENTARY CONTACT SWITCH OCCUPANCY SENSOR EMERGENCY POWER OFF SWITCH FURNITURE/EQUIPMENT CONNECTION TIMER SWITCH DESCRIPTION SYMBOLS DESCRIPTION EXISTING DEVICE TO BE REMOVED TELEPHONE BACKBOARD PANELBOARD or DISTRIBUTION PANELBOARD SINGLE POLE SWITCH THREE-WAY SWITCH TRANSFORMER TWO POLE SWITCH FOUR-WAY SWITCH DIMMER SWITCH TRACK LIGHT MAIN SWITCHBOARD OR DISTRIBUTION PANEL FIRE RATED POKE THRU POWER AND DATA WHIP LIGHT FIXTURE EXISTING TO BE RELOCATED WEATHERPROOF SWITCH FAN SWITCH VOLUME CONTROL SWITCH MOUNTED KEYPAD RECEPTACLE ABOVE COUNTER & BACKSPLASH QUAD. RECEPT. ABOVE COUNTER & BACKSPLASH AUTOMATIC AREA OVERRIDE SWITCH FLOOR BOX WITH DUPLEX RECEPT. & TELE/DATA A ER E AC TS IM I VC C FS S H S S J J SK ST SC SP SM S2 S3 S4 T S SD F 15F 110F F S D M M EL SWP SF SV K T ELECTRICAL PHASEɸ SECURITY CAMERA ELECTRICAL NOTESELECTRICAL ABBREVIATIONS J JUNCTION WIRING TROUGHWT PMS PROPERTY MANAGEMENT SYSTEM PANEL SWITCH RIGID STEEL CONDUIT SMOKE DETECTOR STAINLESS STEEL POLYVINYL CHLORIDE PULL BOX SIMILAR VOLT WIRE UNDER COUNTER UNDERWRITER LABORATORIES UNLESS NOTED OTHERWISE WEATHERPROOF WEATHER PROOF VAPOR PROOF TYPICAL TRANSFORMER TELEPHONE VP WP W WP V U.N.O. UC UL TYP SD TFMR TEL, T SW S/S SIM PB RSC PVC PNL LIGHT NORTH MECHANICAL EQUIPMENT ROOM MOTOR CONTROL CENTER NATIONAL ELECTRICAL CODE MASTER ANTENNA TELEVISION THOUSAND CIRCULAR MILS MAIN DISTRIBUTION PANEL MINI POWER CENTER KILO-VOLT-AMPERE MAIN LUGS ONLY MOUNT (ED),(ING) MINIMUM MAXIMUM KILOWATT JUNCTION BOX POLE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION NOT TO SCALE ON CENTER NUMBER NOT IN CONTRACT MTG NO OSHA P OC NTS N NIC NEC MER MCC MAX MIN MPC MLO MCM MDP KW MATV LGT KVA JB EUH ELECTRIC UNIT HEATER ELEVATOR MACHINE ROOM INDICATES TO PROVIDE DEVICE W/EMERGENCY BATTERY BACK-UP ELECTRIC WALL HEATER FUSED FINISH HERTZ EXPLOSION PROOF ISOLATED GROUND GROUND FAULT INTERRUPTER GROUND INCANDESCENT HORSEPOWER FIXTURE FLUSH MOUNTED FIRE ALARM FLUORESCENT ELECTRIC WATER COOLER INCAN IG HP HZ GRND GRD FLUOR GFI G FIN FIX FA FM F EXP EWC EMR EM EWH CLOSED CIRCUIT TELEVISION CIRCUIT BREAKER AUTOMATIC TRANSFER SWITCH CABLE TELEVISION CONDUIT CIRCUIT CABLE SUPPORT CONVENIENCE COMMUNICATIONS CONTINUATION BUILDING EACH UNIT HEATER ( CABINET TYPE ) ELECTRICAL METALLIC TUBING END OF LINE RESISTOR DISTRIBUTION PANEL EQUIPMENT DIAMETER DRAWING EMPTY CONDUIT ELECTRICAL DIMENSION EA EMT EQUIP EOL ELEC EC DWG DP DIA DIM CUH CONT COMM CONV. CS CCTV CB C CATV CKT BLDG ATS AMPERES INTERRUPTING CAPACITY ABOVE FINISHED FLOOR AMERICAN WIRE GAUGE APPROXIMATE ANNUNCIATOR AMPERES APPROX AWG ANN AFF AIC A DEVICE SHALL BE TWIST LOCK TYPETL FIRE ALARM CONTROL PANELFACP 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE FOLLOWING STANDARDS: A. NATIONAL ELECTRIC CODE B. LOCAL JURISDICTION 2. ALL DIMENSIONS AND EXACT EQUIPMENT LOCATIONS ARE TO BE VERIFIED WITH MECHANICAL AND ARCHITECTURAL DRAWINGS AND CONDITIONS IN THE FIELD. 3. ALL WIRE SIZES REFER TO COPPER CONDUCTORS. 4. THE GENERAL CONTRACTOR SHALL PROVIDE ACCESS TO ALL CONCEALED EQUIPMENT. 5. ALL ELECTRICAL WORK SHALL BE COORDINATED WITH AIR CONDITIONING WORK, CABINET WORK, ALL PARTITION WORK, ETC. 6. ALL ELECTRICAL WIRING CONDUIT SHALL BE CONCEALED UNLESS NOTED OTHERWISE. 7. ALL LIGHT FIXTURES SHALL BE INDEPENDENTLY SUPPORTED. 8. CONTRACTOR TO OBTAIN ALL PERMITS AND PERFORM ALL TEST AS REQUIRED BY CODES AND DOCUMENTS. 9. THE CONTRACTOR SHALL COORDINATE WITH OTHER TRADES AND CONSULT WITH MECHANICAL DRAWINGS FOR POWER REQUIREMENTS OF THOSE TRADES. 10. ALL ELECTRICAL EQUIPMENT SHALL BE SQUARE D, GENERAL ELECTRIC, OR SIEMENS. 11. THE CONTRACTOR SHALL PROVIDE FOR TELEPHONE, DATA & SECURITY SYSTEMS: A. GEM BOX WITH CONDUIT STUB-UP WITH DRAG LINE FOR CONDUIT RUN IN INSULATED WALLS. B. DRAGLINE FOR TELEPHONE/DATA JACKS INSTALLED ON NON-INSULATED WALLS. C. DEVICES, CABLES, WALL PLATES AND SYSTEMS TO BE PROVIDED AND INSTALLED BY OWNERS TELEPHONE, DATA & SECURITY. 12. ALL FIRE WALL PENETRATIONS TO INCLUDE, BUT NOT LIMITED TO PIPING, CONDUIT, BX, DUCTWORK, ETC. ARE TO BE SEALED WITH AN APPROVED FIRE/SMOKE STOP MATERIAL. PIPING AND AND CONDUIT PENETRATIONS ARE TO BE FIRST SLEEVED, THEN SEALED. 13. CONTRACTOR SHALL SEAL ALL PENETRATIONS THROUGH PARTITIONS OR SLAB WITH A U.L. APPROVED FIRE/SMOKE STOP TO MAINTAIN THE INTEGRITY OF THE FIRE RATING. 14. CONTRACTOR SHALL SUBMIT AT THE COMPLETION OF THE JOB: A. 3 SETS OF OPERATION AND MAINTENANCE MANUALS. B. COMPLETE AS-BUILT DRAWINGS AS SPECIFIED. 15. ALL CABLES RUN IN THE CEILING MUST BE RATED FOR SUCH USE AND IN ACCORDANCE WITH CODES. 16. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIALS, SUPERVISION, SUPPLIES AND REQUIREMENTS, REQUIRED OR OBVIOUSLY NECESSARY TO INSTALL, COMPLETE READY FOR USE ELECTRICAL SYSTEMS, EQUIPMENT, AND ASSOCIATED ITEMS INCLUDED ON THE PLANS AND SPECIFICATIONS. 17. THE WORK SHALL BE COORDINATED WITH ALL OTHER TRADES AND PROVIDE OTHERS WITH NECESSARY INFORMATION TO COMPLETE THE INSTALLATION. 18. THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH SPECIFICATIONS. 19. ANY WORK INSTALLED CONTRARY TO, OR WITHOUT APPROVAL BY THE ENGINEER SHALL BE SUBJECT TO CHANGE AS DIRECTED BY THE ENGINEER AND NO EXTRA COMPENSATION WILL BE ALLOWED FOR THE CONTRACTOR MAKING THESE CHANGES. 20. CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ONLY AND SHALL BE INSTALLED IN A MANNER TO PREVENT CONFLICTS WITH EQUIPMENT AND STRUCTURAL CONDITIONS. 21. THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AND CONDUIT REPRESENTS A SUGGESTED ARRANGEMENT BASED UPON SELECTED STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT. MODIFICATIONS APPROVED BY THE ENGINEER MAY BE MADE BY THE CONTRACTOR TO ACCOMMODATE EQUIPMENT ACTUALLY PURCHASED. THE BASIC SEQUENCE AND METHOD OF CONTROL SHALL BE MAINTAINED AS INDICATED ON THE DRAWINGS. CONTRACTOR MUST SUBMIT PLANS FOR APPROVAL PRIOR TO INSTALLATION. 22. ALL CONDUITS AND EQUIPMENT SHALL BE INSTALLED AND GROUNDED IN ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE N.F.P.A. AND LOCAL AND STATE CODES GOVERNING SUCH INSTALLATION AND SHALL BE U.L. LISTED. 23. CONTRACTOR TO VERIFY CEILING FINISH CONSTRUCTION WITH FINAL ARCHITECTURAL DRAWINGS PRIOR TO ORDERING FIXTURES AND ORDER FIXTURES WITH PROPER MOUNTING ARRANGEMENTS TO BE COMPATIBLE WITH TYPE OF CEILING WHICH FIXTURE IS TO BE MOUNTED. 24. ALL BRANCH C/B'S TO BE RATED 20A. MINIMUM WITH #12 WIRE U.N.O. 25. ALL CONDUITS SHALL BE TERMINATED WITH FLEXIBLE CONNECTIONS SO AS TO PERMIT NEAT CONNECTIONS TO MOTORS AND OTHER EQUIPMENT THAT VIBRATE. 26. SURFACE MOUNTED PANEL BOARDS AND OTHER SUCH EQUIPMENT SHALL BE MOUNTED WITH A 1/4" AIR SPACE BETWEEN ENCLOSURE AND WALL. THE DISTANCE FROM TOP CIRCUIT BREAKER HANDLE TO FLOOR SHALL NOT EXCEED 6'-6" UNLESS OTHERWISE NOTED. 27. ALL JUNCTION BOXES INDICATED AND/OR REQUIRED SHALL BE SIZED TO ACCOMMODATE INCOMING AND OUTGOING FEEDERS. 28. ALL WIRING FOR FIRE ALARM SYSTEM SHALL BE INSTALLED IN 3/4"C. UNLESS NOTED OTHERWISE. 29. CONTRACTOR SHALL COORDINATE/VERIFY ALL ROOM NUMBERS AND NAMES WITH ARCHITECTURAL DRAWINGS. 30. CONTRACTOR SHALL CONFIRM ALL RECEPTACLE AND SWITCH HEIGHTS WITH ARCHITECTURAL DRAWINGS. 31. ALL EMERGENCY LIGHTING, EXIT, SMOKE DETECTION SHALL BE APPROVED BY FIRE MARSHALL ADJUSTED AND ADDED AS REQUIRED. 32. CONTRACTOR SHALL UTILIZE EMT WITH SET SCREW IN LIEU OF RIGID PIPING. 33. USE OF MC CABLE IS ACCEPTABLE IN ALL AREAS EXCEPT WHERE PROHIBITED BY NEC OR THE A.H.J. FIRE ALARM ANNUNCIATOR PANELFAAP PROFESSIONAL E N G INEE R83705R EGIST E R E D RENE MIGUEL VALLE STA T E O F TEXA S Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 ELECTRICAL SYMBOLS & ABBREVIATIONS E0.1 02-06-2019 17190 SCP RMV SCPAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 02-06-2019 Revision Schedule # Description Date J J JGFCIGFCI LN WP/GFCI WP/GFCIWP/GFCI WP/GFCI 1 4 WP/GFCI 2 3 5 LN-1 LN-3 LN-5 LN-6 LN-7 LN-8 LN-9 LN-10 LN-11 LN-12 LN-13 LN-14LN-15 LN-17 LS-1 LS-2 LS-3 LS-4 LS-5 LS-6 LS-8 LS-7 LS-9 WP/GFCI LN-14 LN-35,37 LN-22 MULTI-PURPOSE A 102 MULTI-PURPOSE B 103 STORAGE 107 WARMING KITCHEN 106 PANTRY 105 AV/ ELEC. 104 CORRIDOR 109 STORAGE 113 lT/ELEC. 114 RECEPTION 111 OFFICE 110 CLASSROOM 115 REC ROOM AREA 116 COMPUTER LAB 117 WOMEN 119 MEN 120 COORIDOR 112 JANITOR 121 GFCI GFCI LS-18 LS-19 LS-20 LS-21 LS-22 LS-26,28 4 LN-16 LN-38 LN-40 LN-42 LN-39 LN-41 PANEL "LS" ELECTRIC METER AND MAIN SERVICE DISCONNECT REFER TO ELECTRICAL RISER DIAGRAM ON SHEET E6.2 FIRE ALARM CONTROL PANEL. COORDINATE FINAL LOCATION WITH ARCHITECT AND FIRE MARSHALL. CONNECT TO CIRCUIT LN-21 FIRE ALARM ANNUNCIATOR PANEL. COORDINATE FINAL LOCATION WITH ARCHITECT AND FIRE MARSHALL. CONNECT TO CIRCUIT LN-21 J-BOX FOR EXISTING WATER HEATER. REUSE EXISTING DISCONNECT SWITCH AND EQUIPMENT FIELD VERIFY EXISTING CONDITIONS. PROVIDE A 4'x4'x3/4" PLYWOOD TELEPHONE BOARD WITH THREE (3) COATS OF FIREPROOF PAINT. PROVIDE GROUND BUS BAR 1/4"x4"x20" COPPER, DRILLED AND TAPPED TO ACCEPT THOMAS AND BETTS #3200 COPPER CABLE LUGS OR EQUAL MOUNT BUS BAR TO WALL WITH 2"x1/4" GALVANIZED STEEL STANDOFF TRAPS AND SEPARATED WITH 7200V INSULATORS. REFER ELECTRICAL RISER ON SHEET E6.2 POWER PLAN KEYED NOTES 1 2 3 4 5 1. FOR SYMBOL AND ABBREVIATIONS SEE SHEET E0.1. 2. FOR PANEL BOARD SCHEDULES, SEE SHEET E6.1. 3. FOR ELECTRICAL ONE LINE DIAGRAM, SEE SHEET E6.2. 4. FURNISH AND INSTALL A NEW FIRE ALARM SYSTEM AS SPECIFIED. REFER TO SPECIAL NOTE ON FIRE ALARM SYSTEM. 5. ALL RECEPTACLES WITH A SOLID HATCH INSIDE SHALL BE INSTALLED ABOVE A COUNTER OR WORK SURFACE. THE MOUNTING HEIGHT SHALL BE VERIFIED AND COORDINATED WITH ARCHITECTURAL DETAILS AND ELEVATIONS. 6. ALL RECEPTACLES WITHIN 6'-0" OF THE SINK OR LAVATORY SHALL BE GROUND FAULT INTERRUPTER TYPE (GFI). USE OF LINE/LOAD (MASTER/SLAVE) WIRING TO PROTECT GFI RECEPTACLES ON THE SAME CIRCUIT IS PROHIBITED. EACH RECEPTACLE LABELED GFCI MUST HAVE ITS OWN TRIP MECHANISM AND RESET BUTTON. 7. UNLESS OTHERWISE NOTED. ALL RECEPTACLES, TELEPHONE, DATA AND SIGNAL OUTLETS SHALL BE INSTALLED AT NO LESS THAN 18" A.F.F. TO ACCOMMODATE THE LATEST A.D.A. REQUIREMENTS. 8. THE MOUNTING HEIGHT OF TELEPHONE, DATA AND SIGNAL OUTLETS ABOVE COUNTER OR WORK SURFACES OR WITHIN MILLWORK SHALL BE VERIFIED AND COORDINATED WITH ARCHITECTURAL DETAILS AND ELEVATIONS. 9. ALL TELEPHONE, DATA, OUTLET DEVICES, AND SECURITY (UNLESS NOTED OTHERWISE) SHALL INCLUDE AN EXTRA DEEP RECESSED METAL BACKBOX, COVERPLATE, 3/4" E.M.T. CONDUIT RISER WITH NYLON BUSHING ON EACH END AND PULL STRING. CONCEAL WITHIN WALL CAVITY AND TURN OUT OF WALL RIGHT WITH THE EXPOSED ROOF STRUCTURE TO MAINTAIN MAXIMUM CLEARANCE BELOW, OR ABOVE CEILING WHERE ONE EXISTS. 10. COORDINATE ROUGH-IN REQUIREMENTS AND LOCATIONS FOR ALL LOW VOLTAGE SYSTEMS WITH OWNER AND RESPECTIVE LOW VOLTAGE CONTRACTORS/SUPPLIERS. 11. UNLESS OTHERWISE NOTED, RECEPTACLES WHICH ARE LOCATED ADJACENT TO DATA OUTLETS SHALL BE INSTALLED AT MATCHING MOUNTING HEIGHTS AND WITHIN 3" OF EACH OTHER. 12. ALL PENETRATIONS THROUGH A FIRE RATED WALL SHALL BE PACKED WITH UL LISTED FIRESTOP MATERIAL. 13. VERIFY EXACT LOCATION OF MECHANICAL EQUIPMENT WITH HVAC AND PLUMBING DRAWINGS. COORDINATE MECHANICAL EQUIPMENT FINAL LOCATION WITH HVAC AND PLUMBING CONTRACTORS IN THE FIELD PRIOR TO ROUGH-IN. ELECTRICAL POWER NOTES PROFESSIONAL E N G INEE R83705 RE GIST E R E D RENE MIGUEL VALLE STA T E O F TEXA S Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 FLOOR PLAN - POWER E2.1 02-06-2019 17190 SCP RMV SCPAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 05-30-2019 SCALE:PLAN NORTH TRUE NORTH 1/8" = 1'-0"E2.1 1 FLOOR PLAN - POWER Revision Schedule # Description Date 2 City Comments 05/30/19 2 06-07-2019 06/07/19 J J JGFCIGFCI LN WP/GFCI WP/GFCIWP/GFCI WP/GFCI 1 4 WP/GFCI 2 3 5 LN-1 LN-3 LN-5 LN-6 LN-7 LN-8 LN-9 LN-10 LN-11 LN-12 LN-13 LN-14LN-15 LN-17 LS-1 LS-2 LS-3 LS-4 LS-5 LS-6 LS-8 LS-7 LS-9 WP/GFCI LN-14 LN-35,37 LN-22 MULTI-PURPOSE A 102 MULTI-PURPOSE B 103 STORAGE 107 WARMING KITCHEN 106 PANTRY 105 AV/ ELEC. 104 CORRIDOR 109 STORAGE 113 lT/ELEC. 114 RECEPTION 111 OFFICE 110 CLASSROOM 115 REC ROOM AREA 116 COMPUTER LAB 117 WOMEN 119 MEN 120 COORIDOR 112 JANITOR 121 GFCI GFCI LS-18 LS-19 LS-20 LS-21 LS-22 LS-26,28 4 LN-16 LN-38 LN-40 LN-42 LN-39 LN-41 PANEL "LS" ELECTRIC METER AND MAIN SERVICE DISCONNECT REFER TO ELECTRICAL RISER DIAGRAM ON SHEET E6.2 FIRE ALARM CONTROL PANEL. COORDINATE FINAL LOCATION WITH ARCHITECT AND FIRE MARSHALL. CONNECT TO CIRCUIT LN-21 FIRE ALARM ANNUNCIATOR PANEL. COORDINATE FINAL LOCATION WITH ARCHITECT AND FIRE MARSHALL. CONNECT TO CIRCUIT LN-21 J-BOX FOR EXISTING WATER HEATER. REUSE EXISTING DISCONNECT SWITCH AND EQUIPMENT FIELD VERIFY EXISTING CONDITIONS. PROVIDE A 4'x4'x3/4" PLYWOOD TELEPHONE BOARD WITH THREE (3) COATS OF FIREPROOF PAINT. PROVIDE GROUND BUS BAR 1/4"x4"x20" COPPER, DRILLED AND TAPPED TO ACCEPT THOMAS AND BETTS #3200 COPPER CABLE LUGS OR EQUAL MOUNT BUS BAR TO WALL WITH 2"x1/4" GALVANIZED STEEL STANDOFF TRAPS AND SEPARATED WITH 7200V INSULATORS. REFER ELECTRICAL RISER ON SHEET E6.2 POWER PLAN KEYED NOTES 1 2 3 4 5 1. FOR SYMBOL AND ABBREVIATIONS SEE SHEET E0.1. 2. FOR PANEL BOARD SCHEDULES, SEE SHEET E6.1. 3. FOR ELECTRICAL ONE LINE DIAGRAM, SEE SHEET E6.2. 4. FURNISH AND INSTALL A NEW FIRE ALARM SYSTEM AS SPECIFIED. REFER TO SPECIAL NOTE ON FIRE ALARM SYSTEM. 5. ALL RECEPTACLES WITH A SOLID HATCH INSIDE SHALL BE INSTALLED ABOVE A COUNTER OR WORK SURFACE. THE MOUNTING HEIGHT SHALL BE VERIFIED AND COORDINATED WITH ARCHITECTURAL DETAILS AND ELEVATIONS. 6. ALL RECEPTACLES WITHIN 6'-0" OF THE SINK OR LAVATORY SHALL BE GROUND FAULT INTERRUPTER TYPE (GFI). USE OF LINE/LOAD (MASTER/SLAVE) WIRING TO PROTECT GFI RECEPTACLES ON THE SAME CIRCUIT IS PROHIBITED. EACH RECEPTACLE LABELED GFCI MUST HAVE ITS OWN TRIP MECHANISM AND RESET BUTTON. 7. UNLESS OTHERWISE NOTED. ALL RECEPTACLES, TELEPHONE, DATA AND SIGNAL OUTLETS SHALL BE INSTALLED AT NO LESS THAN 18" A.F.F. TO ACCOMMODATE THE LATEST A.D.A. REQUIREMENTS. 8. THE MOUNTING HEIGHT OF TELEPHONE, DATA AND SIGNAL OUTLETS ABOVE COUNTER OR WORK SURFACES OR WITHIN MILLWORK SHALL BE VERIFIED AND COORDINATED WITH ARCHITECTURAL DETAILS AND ELEVATIONS. 9. ALL TELEPHONE, DATA, OUTLET DEVICES, AND SECURITY (UNLESS NOTED OTHERWISE) SHALL INCLUDE AN EXTRA DEEP RECESSED METAL BACKBOX, COVERPLATE, 3/4" E.M.T. CONDUIT RISER WITH NYLON BUSHING ON EACH END AND PULL STRING. CONCEAL WITHIN WALL CAVITY AND TURN OUT OF WALL RIGHT WITH THE EXPOSED ROOF STRUCTURE TO MAINTAIN MAXIMUM CLEARANCE BELOW, OR ABOVE CEILING WHERE ONE EXISTS. 10. COORDINATE ROUGH-IN REQUIREMENTS AND LOCATIONS FOR ALL LOW VOLTAGE SYSTEMS WITH OWNER AND RESPECTIVE LOW VOLTAGE CONTRACTORS/SUPPLIERS. 11. UNLESS OTHERWISE NOTED, RECEPTACLES WHICH ARE LOCATED ADJACENT TO DATA OUTLETS SHALL BE INSTALLED AT MATCHING MOUNTING HEIGHTS AND WITHIN 3" OF EACH OTHER. 12. ALL PENETRATIONS THROUGH A FIRE RATED WALL SHALL BE PACKED WITH UL LISTED FIRESTOP MATERIAL. 13. VERIFY EXACT LOCATION OF MECHANICAL EQUIPMENT WITH HVAC AND PLUMBING DRAWINGS. COORDINATE MECHANICAL EQUIPMENT FINAL LOCATION WITH HVAC AND PLUMBING CONTRACTORS IN THE FIELD PRIOR TO ROUGH-IN. ELECTRICAL POWER NOTES PROFESSIONAL E N G INEE R83705R EGIST E R E D RENE MIGUEL VALLE STA T E O F TEXA S Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 FLOOR PLAN - POWER E2.1 02-06-2019 17190 SCP RMV SCPAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE:PLAN NORTH TRUE NORTH 1/8" = 1'-0"E2.1 1 FLOOR PLAN - POWER Revision Schedule # Description Date AHU-1 AHU-5 AHU-3 AHU-2 EXISTING CU-3 EXISTING CU-2 EXISTING CU-1 EXISTING CU-4 LN-27,29LN-24,26 LN-28,30 LN-23,25 30/1P/NF 30A/1P/NF 30A/1P/NF 30A/1P/NF 30A/1P/NF LN-34 LS-15 LS-16 LS-17 LN LS LN-32 LS-23,25 UH-1 WP/GFCI LN-36 CU-1 CU-2 CU-3 CU-4 CU-5 LN-43,45 AHU-4 60A/2P/60AF LN-47,49 60A/2P/60AF LN-44,46 30A/2P/20AF LN-51,5360A/2P/50AF LN-48,5060A/2P/60AF EXISTING CU-5 LN-31,33 1. FOR SYMBOL AND ABBREVIATIONS SEE SHEET E0.1. 2. FOR PANEL BOARD SCHEDULES, SEE SHEET E6.1. 3. FOR ELECTRICAL ONE LINE DIAGRAM, SEE SHEET E6.2. 4. ALL PENETRATIONS THROUGH A FIRE RATED WALL SHALL BE PACKED WITH UL LISTED FIRESTOP MATERIAL. 5. VERIFY EXACT LOCATION OF MECHANICAL EQUIPMENT WITH HVAC AND PLUMBING CONTRACTORS IN THE FIELD PRIOR TO ROUGH-IN. ELECTRICAL HVAC POWER NOTES PROFESSIONAL E N G INEE R83705R EGIST E R E D RENE MIGUEL VALLE STA T E O F TEXA S Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 FLOOR PLAN - HVAC POWER E2.2 02-06-2019 17190 SCP RMV SCPAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE:PLAN NORTH TRUE NORTH 1/8" = 1'-0"E2.2 1 FLOOR PLAN - HVAC POWER Revision Schedule # Description Date NOMINAL VOLTAGE MINIMAL CLEAR DISTANCE CONDITION 1 CONDITION 2 CONDITION 3 NOTE: WHERE THE CONDITIONS ARE AS FOLLOWS: CONDITION 1 - EXPOSED LIVE PARTS ON ONE SIDE AND NO LIVE GROUNDED PARTS ON THE OTHER SIDE OF THE WORKING SPACE, OR EXPOSED LIVE PARTS ON BOTH SIDES EFFECTIVELY GAURDED BY SUITABLE WOOD OR OTHER INSULATIING MATERIALS. INSULATED WIRE OR BUSBARS OPERATING AT NOT OVER 300 VOLTS TO GROUND SHALL NOT BE CONSIDERED LIVE PARTS. CONDITION 2 - EXPOSED LIVE PARTS ON ONE SIDE AND GROUNDED PARTS ON THE OTHER SIDE. CONCRETE, BRICK, OR TILE WALLS SHALL BE CONSIDERED AS GROUNDED. CONDITION 3 - EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORK SPACE (NOT GROUNDED AS PROVIDED IN CONDITION 1) WITH THE OPERATOR BETWEEN. 0 - 150 151 - 600 900 mm (3 FT) 1 mm (3 1/2 FT.)1.2 m (4 FT.) 900 mm (3 FT) 900 mm (3 FT) 900 mm (3 FT) W O R K IN G S P A C E REFER TO NOTE 6 FT. 6 FT. 6 1/2 FT. PANEL 'B1'RTU-2 120/208V, 3PH, 4W CIRCUIT M-3 208V. 3PH CIRCUIT P-2,4,6 EQUIPMENT NAME LAMINATED BLACK PLASTIC WITH WHITE CORE ENGRAVING TEXT NON-CORROSIVE STAINLESS STEEL SCREWS CIRCUIT SERVED FROM TYPICAL PANEL ID LABEL LOCATED ON TOP OF FRONT COVER ABOVE DOOR TYPICAL EQUIPMENT LABEL LOCATED ON FRONT OF EQUIPMENT NOTES: 1. REFER TO SPECIFICATIONS SECTION 16075 FOR REQUIREMENTS 2. LOCATE SERIES RATING LABEL ON PANEL BREAKER COVERPLATE PER N.E.C. 110.22 SIMILAR TO ABOVE. 3. LOCATE A WIRE COLOR LABEL ON THE BOTTOM OF PANEL FRONT COVER BELOW DOOR PER N.E.C. 215.12 SIMILAR TO ABOVE. SEE SPECIFICATIONS SECTION 16123.2.04.B FOR COLORS. FEEDER VOLTAGE GROUND NEUTRAL HOT UNLESS NOTED OTHERWISE, WIRE GFCI DEVICE SUCH THAT THE DOWNSTREAM DEVICES ARE NOT AFFECTED BY GROUND FAULT INTERRUPTION. I.E. NON-FEED THROUGH. EACH GFCI DEVICE SHALL BE SELF PROTECTING ONLY. RESET TEST NEUTRAL GROUND HOT GFCI OR G OR AG OR GFI TYPICAL SYMBOLS USED BONDING CONDUCTORS INSULATOR MOUNTING BRACKET EXOTHERMIC WELD CABLE TO BAR GROUND BUS BONDING CONNECTIONS 7'-6" AFF TELEPHONE BOARD 4'x4'x3/4" #6GR UNDERGROUND TELEPHONE SERVICE ENTRANCE (1)4"E.C. SEE E1.1 FOR CONTINUATION ONE WALL STUD MINIMUM BETWEEN BACK-TO-BACK WALL OUTLETS. OUTLETWALL OUTLET WALL BOLTED TYPE CONNECTION DEVICE NON-METALLIC PROTECTIVE SLEEVE CONCRETE ENCASED ELECTRODE BONDING JUMPER PER N.E.C. 250 TYPICAL FEEDER INSULATED GROUND WIRE UNDERGROUND WATER PIPE CONNECTION WITHIN 5FT. OF POINT OF ENTRANCE OF PIPE BONDING BUSHING NEUTRAL NEUTRAL GROUND SERVICE NEUTRAL SERVICE ENTRANCE EQUIPMENT 2" MIN.20' MIN.PROFESSIONAL E N G INEE R83705R EGIST E R E D RENE MIGUEL VALLE STA T E O F TEXA S Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 ELECTRICAL DETAILS E5.1 02-06-2019 17190 SCP RMV SCPAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE: 1/8" = 1'-0"E5.1 5 PANEL WORK SPACE DETAIL SCALE: 1/8" = 1'-0"E5.1 1 EQUIPMENT LABEL DETAIL SCALE: 1/8" = 1'-0"E5.1 2 GFCI RECEPTACLE DETAIL SCALE: 1/8" = 1'-0"E5.1 3 GROUND BUS DETAIL SCALE: 1/8" = 1'-0"E5.1 4 TELEPHONE RISER DIAGRAM SCALE: 3/32" = 1'-0"E5.1 6 WALL RISER DIAGRAM SCALE: 1/8" = 1'-0"E5.1 7 GROUNDING DETAIL Revision Schedule # Description Date PROFESSIONAL E N G INEE R83705R EGIST E R E D RENE MIGUEL VALLE STA T E O F TEXA S Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 ELECTRICAL SCHEDULES E6.1 02-06-2019 17190 SCP RMV SCPAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 02-06-2019 LIGHTING FIXTURE SCHEDULE Type Mark Description Manufacturer Model Lamp Color Temperature Electrical Data A 2x4 LINEAR LED Lithonia 2BLT4-48L-ADP-GZ10-LP835 LED 3500 K 120 V/1-45 VA AE Same as type A with emergency battery pack Lithonia 2BLT4-48L-ADP-GZ10-LP835-EL14L LED 3500 K 120 V/1-45 VA B 1x4 LED Linear Lithonia BLT4-40L-ADP-GZ10-LP835-DGA14 LED 3500 K 120 V/1-34 VA BE Same as type B with emergency battery pack Lithonia BLT4-40L-ADP-GZ10-LP835-EL14L-DGA14 LED 3500 K 120 V/1-34 VA C 24" Round Pendant Tech Lighting 700-FJ-W-S-LEDS930 LED 3000 K 120 V/1-20 VA D 4" Downlight 3500K color Lithonia LDN6-35/15-L06-AR-LSS-MVOLT-GZ10-TRW LED 3500 K 120 V/1-21 VA D2 4" Downlight 3500K color - 30% Slope Lithonia LDN6-35/15-L06-AR-LSS-MVOLT-GZ10-TRW-SCA6 LED 3500 K 120 V/1-21 VA D2E Same as type D2 with emergency battery pack Lithonia LDN6-35/15-L06-AR-LSS-MVOLT-GZ10-TRW-SCA6- EL LED 3500 K 120 V/1-21 VA DE Same as type D with emergency battery pack Lithonia LDN6-35/15-L06-AR-LSS-MVOLT-GZ10-TRW-EL LED 3500 K 120 V/1-21 VA P 48" Round Pendant OCL FB1-P1AV-48-AC-SNK-LED1/35K-UNV-XX-DMO LED 3500 K 120 V/1-105 VA W LED Egress Wall Pack, 5000K, Forward Throw Lithonia WST-LED-P2-40K-VF-120-E7WH-XXX LED 4000 K 120 V/1-79 VA X1 Exit Sign for recessed mount gyp or grid Lithonia EDGR-1-R-EL-SD LED 3500 K 120 V/1-3 VA Notes: Lighting 1614 VA 100.00% 1614 VA Total Est. Demand:443 A Power 90776 VA 100.00% 90776 VA Total Conn.:450 A Receptacle 13620 VA 86.71% 11810 VA Total Est. Demand:106360 VA Lighting - Exterior 553 VA 125.00% 691 VA Total Conn. Load:108038 VA Lighting - Dwelling Unit 1660 VA 100.00% 1660 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:463 A 439 A Total Load:55536 VA 52702 VA LN-83 SPACE -- -- 0 0 -- -- SPACE LN-84 LN-81 SPACE -- -- 0 0 -- -- SPACE LN-82 LN-79 SPACE -- -- 0 0 -- -- SPACE LN-80 LN-77 SPACE -- -- 0 0 -- -- SPACE LN-78 LN-75 SPACE -- -- 0 300 20 A 1 Lighting Contactor LN-76 LN-73 SPARE 1 20 A 0 237 20 A 1 Lighting - Exterior LN-74 LN-71 SPARE 1 20 A 0 316 20 A 1 Lighting - Exterior LN-72 LN-69 SPARE 1 20 A 0 1656 LN-70 LN-67 SPARE 1 20 A 0 1656 20 A 2 EXISTING AHU LN-68 LN-65 SPARE 1 20 A 0 1656 LN-66 LN-63 SPARE 1 20 A 0 1656 20 A 2 EXISTING AHU LN-64 LN-61 SPARE 1 20 A 0 1656 LN-62 LN-59 0 1656 20 A 2 EXISTING AHU LN-60 LN-57 0 1656 LN-58 LN-55 SURGE PROTECTION DEVICE 3 30 A 0 1656 20 A 2 EXISTING AHU LN-56 LN-53 2808 1656 LN-54 LN-51 NEW CU-4 2#8,#10G,3/4"C 2 50 A 2808 1656 20 A 2 EXISTING AHU LN-52 LN-49 2808 2808 LN-50 LN-47 NEW CU-2 2#6,#10G,3/4"C 2 60 A 2808 2808 60 A 2 NEW CU-5 2#6G,10G,3/4"C LN-48 LN-45 2808 1188 LN-46 LN-43 NEW CU-1 2#6,#10G,3/4"C 2 60 A 2808 1188 20 A 2 NEW CU-3 LN-44 LN-41 Receptacle ELEC. 26 1 20 A 360 360 20 A 1 Receptacle Room 16, 17 LN-42 LN-39 Receptacle ELEC. 26 1 20 A 360 360 20 A 1 Receptacle FITNESS AREA 22 LN-40 LN-37 2750 180 20 A 1 Receptacle FITNESS AREA 22 LN-38 LN-35 Existing Water Heater 2 30 A 2750 180 20 A 1 Receptacle LN-36 LN-33 1920 1000 20 A 1 AHU-4 LN-34 LN-31 Existing CU-5 2 40 A 1920 1000 20 A 1 AHU-1 LN-32 LN-29 3456 3456 LN-30 LN-27 Existing CU-4 2 60 A 3456 3456 60 A 2 Existing CU-2 LN-28 LN-25 3456 3456 LN-26 LN-23 Existing CU-3 2 60 A 3456 3456 60 A 2 Existing CU-1 LN-24 LN-21 Fire Alarm Panels 1 20 A 200 500 20 A 1 Restroom - Water Fountain LN-22 LN-19 Lighting CORRIDOR 25 1 20 A 313 630 20 A 1 Lighting - Dwelling Unit COMPUTER LAB 16 LN-20 LN-17 Receptacle 1 20 A 360 518 20 A 1 Lighting - Dwelling Unit STORAGE 20 LN-18 LN-15 Receptacle RECEPTION 18 1 20 A 180 180 20 A 1 Receptacle RECEPTION 18 LN-16 LN-13 Receptacle CLASSROOM 17 1 20 A 540 900 20 A 1 Receptacle OFFICE 19 LN-14 LN-11 Receptacle COMPUTER LAB 16 1 20 A 360 540 20 A 1 Receptacle CLASSROOM 17 LN-12 LN-9 Receptacle COMPUTER LAB 16 1 20 A 360 540 20 A 1 Receptacle COMPUTER LAB 16 LN-10 LN-7 Receptacle Room 25, 15 1 20 A 720 360 20 A 1 Receptacle COMPUTER LAB 16 LN-8 LN-5 Receptacle FITNESS AREA 22 1 20 A 360 540 20 A 1 Receptacle FITNESS AREA 22 LN-6 LN-3 Receptacle REC ROOM AREA 23 1 20 A 360 7412 LN-4 LN-1 Receptacle STORAGE 20 1 20 A 360 9069 100 A 2 LS LN-2 CKT Circuit Description Poles Rating A B Rating Poles Circuit Description CKT Enclosure:MCB Rating:600 A Mounting:Surface Wires:3 Mains Rating:600 A Supply From:Phases:1 Mains Type:MCB Location:ELEC. 26 Volts:120/240 Single A.I.C. Rating:42KAIC PANEL: LN Notes: Total Est. Demand:69 A Lighting 1273 VA 100.00% 1273 VA Total Conn.:69 A Power 9888 VA 100.00% 9888 VA Total Est. Demand:16480 VA Receptacle 4860 VA 100.00% 4860 VA Total Conn. Load:16480 VA Lighting - Dwelling Unit 540 VA 100.00% 540 VA Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Total Amps:76 A 62 A Total Load:9069 VA 7412 VA LS-41 0 0 ---- SPACE LS-42 LS-39 0 0 ---- SPACE LS-40 LS-37 SURGE PROTECTION DEVICE 3 30 A 0 0 ---- SPACE LS-38 LS-35 SPARE 1 20 A 0 0 20 A 1 SPARE LS-36 LS-33 SPARE 1 20 A 0 0 20 A 1 SPARE LS-34 LS-31 SPARE 1 20 A 0 0 20 A 1 SPARE LS-32 LS-29 SPARE 1 20 A 0 0 20 A 1 SPARE LS-30 LS-27 SPARE 1 20 A 0 2250 LS-28 LS-25 1508 2250 30 A 2 New Water Heater LS-26 LS-23 UH-1 2 20 A 1508 0 20 A 1 SPARE LS-24 LS-21 Receptacle KITCHEN 8 1 20 A 180 360 20 A 1 Receptacle LOGGIA 101 LS-22 LS-19 Receptacle KITCHEN 8 1 20 A 180 180 20 A 1 Receptacle KITCHEN 8 LS-20 LS-17 AHU-2 1 20 A 1000 540 20 A 1 Receptacle MULTI-PURPOSE A 4 LS-18 LS-15 AHU-5 1 20 A 1000 372 20 A 1 AHU-3 LS-16 LS-13 Lighting 1 20 A 378 574 20 A 1 Lighting LS-14 LS-11 Lighting 1 20 A 294 399 20 A 1 Lighting LS-12 LS-9 Receptacle MULTI-PURPOSE B 5 1 20 A 540 168 20 A 1 Lighting LS-10 LS-7 Receptacle MULTI-PURPOSE A 4 1 20 A 540 360 20 A 1 Receptacle STORAGE 9 LS-8 LS-5 Receptacle KITCHEN 8 1 20 A 180 180 20 A 1 Receptacle KITCHEN 8 LS-6 LS-3 Receptacle KITCHEN 8 1 20 A 180 180 20 A 1 Receptacle KITCHEN 8 LS-4 LS-1 Receptacle MULTI-PURPOSE A 4 1 20 A 720 540 20 A 1 Receptacle LOGGIA 2 LS-2 CKT Circuit Description Poles Rating A B Rating Poles Circuit Description CKT Enclosure:MCB Rating:100 A Mounting:Surface Wires:3 Mains Rating:100 A Supply From:LN Phases:1 Mains Type:MCB Location:AV/ ELEC. 104 Volts:120/240 Single A.I.C. Rating:22KAIC PANEL: LS Revision Schedule # Description Date M (3) SET OF 3#3/0 NEW UTILITY METER EXISTING UTILITY POLE TO REMAIN. GROUND PER NEC OR LOCAL AUTHORITY KEYED NOTES: NEW MAIN 240/120VOLTS-SINGLE MAIN SECONDARY SERVICE. CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY ALL REQUIREMENTS,GROUNDING,TRENCHING,ETC. AND PAY AS REQUIRED. EXISTING POLE MOUNTED UTILITY TRANSFORMER. COORDINATE TRANSFORMER AND INSTALLATION REQUIREMENTS WITH LOCAL UTILITY COMPANY FOR NEW AERIAL SERVICE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LOCAL UTILITY REQUIREMENTS:GROUNDING,SUPPORT, METERING,FEES,ETC. NEW WEATHER PROOF OVERHEAD. COORDINATE WITH UTILITY COMPANY TRANSOCKET SIZE AND PAY ALL CORRESPONDING FEES. NEW 600A-600V-MAIN SERVICE DISCONNECT SWITCH WITH 2-600A FUSES. TO BE LABELED WITH THE UTILITY COMPANY FAULT CURRENT. COORDINATE VALUE WITH THE UTILITY COMPANY. PROVIDE A 6-POLES-30A-LIGHITNG CONTACTOR EQUAL TO SQUARE D-# LG60 AND A TIME CLOCK EQUAL TO INTERMATIC ET 8000 SERIES ELECTRONIC TIME SWITCHES; AUTOMATIC DAYLIGHT SAVING TIME ADJUSTMENT, 7-DAY PROGRAMMING, ASTRONOMIC SUNSET ON AND SUNRISE OFF. SKIP A DAY FEATURE, BATTERY BACK-UP, ACCURATE LOAD CONTROL AND REDUCED ENERGY COSTS, 4 SETPOINTS( 2-ON/2-OFF) MULTI-VOLTAGE OPERATION. INSTALL THE TIMECLOCK NEXT TO THE PANEL "LN". CONNECT TO PANEL "LN". PROVIDE A 20A/1P BRANCH CIRCUIT OF 2#12,#12G,3/4"C. REFER TO EXISTING NORTH ELECTRICAL RISER ON SHEET ED 1.1 FOR FURTHER INFORMATION AND SHEET E2.1. 1 2 2 EXISTING UTILITY SINGLE PHASE TRANSFORMER. NEW TELEPHONE BOARD NEW PANEL "LN" 120/240V 1PH 3W 600A MCB 1 (3) SET OF 3#3/0, #6G, 2"C.3 3 #1 AWG. 4 4 NEW PANEL "LS" 120/240V 1PH 3W 100A MCB X 600A/2P/600A (1) SET OF 3#1, #6G, 1-1/2"C.(3) SET OF 3#3/0, PLUS GROUND WIRE NEMA-3R 5 42KAIC 5 6 6 7 7 EXISTING DME PEDESTAL EXISTING DME CONDUCTOR FEEDING PEDESTAL AV CLOSETROOM 26GROUND LEVEL PROFESSIONAL E N G INEE R83705R EGIST E R E D RENE MIGUEL VALLE STA T E O F TEXA S Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 ELECTRICAL RISER DIAGRAM E6.2 02-06-2019 17190 SCP RMV SCPAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 05-10-2019 SCALE:N.T.S.E6.2 1 ELECTRICAL RISER DIAGRAM-NEW WORK Revision Schedule # Description Date 1 City Comments 05/10/19 1 3 3 34343334433 33333 4 4 33LIGHTING NOTES 1. FOR SYMBOL AND ABBREVIATIONS SEE SHEET E0.1. 2. FOR PANELBOARD AND LIGHT FIXTURE SCHEDULE, SEE SHEET E6.1. 3. FOR ELECTRICAL ONE LINE DIAGRAM, SEE SHEET E6.2. 4. CONTRACTOR SHALL PROVIDE ALL NECESSARY HARDWARE FOR ALL WALL LIGHT SENSORS AND CEILING MOUNTED LIGHT SENSORS. 5. EMERGENCY FIXTURES WITH BATTERY BACKUP AND ALL EXIT SIGNS SHALL BE CONNECTED TO THE UNSWITCHED HOT LEG OF THE NEAREST LIGHTING CIRCUIT. AE A A AE AE A A AAA AAE A AE AE A A A A A A A AA A AE AA AAE A AAE DE D DED D D D DE BE D D D DE D D D DE B DED DE D DE D C C C D A A A D DE DE D X1 X1 D DE D D D D D D DE D X1 X1 D D D D D D D D D D D D D D D D D D D D D D D D D D LN-18 LN-19 LN-20 LS-11 LS-10 LS-12 LS-13 LS-14 LOGGIA 101 1 D P a b a b a b c d d c c d DE,a ,a ,a ,a ,a ,a ,a ,b ,b ,b ,b ,b ,b ,b ,c ,d ,c ,d ,c ,d ,c ,d ,dDE,c ,d ,d,c ,c ,d,c ,c ,d D2 D2 X1 X1 4 TYP. 2 3 X1 X1 TYP. W W W W LN-72 5 D D D D D D,a ,a ,b ,b D,c 6 DE,a DE,d D2E D2E BE W W W LN-74 SWITCH TO CONTROL THE LIGHT FIXTURES ON CKT LS-10 IN THE LOGGIA 101. WALL MOTION SENSOR SHALL BE EQUAL TO WATTSTOPPER 200 OR EQUAL APPROVED. CEILING MOTION SENSOR SHALL BE EQUAL TO ACUITY CONTROL #CM-PDT-9 OR EQUAL APPROVED. PROVIDE WITH ITS OWN POWER PACK #PP20. COORDINATE SLOPE ADAPTER FOR LIGHT FIXTURES IN THE SLOPED CEILING WITH LIGHTING MANUFACTURER AND ARCHITECT. CONNECT LIGHTING TO REMAIN IN EXISTING RESTROOMS TO CIRCUIT LN-36. REFER TO PANEL SCHEDULE FOR BREAKER SIZE. FIELD VERIFY EXISTING CONDITIONS OF EXISTING LIGHTS. EXTERIOR FIXTURES TO BE CONTROLLED BY TIME CLOCK VIA A LIGHTING CONTACTOR. REFER TO RISER DIAGRAM ON SHEET E6.2. LIGHTING PLAN KEYED NOTES 1 2 3 4 5 6 PROFESSIONAL E N G INEE R83705R EGIST E R E D RENE MIGUEL VALLE STA T E O F TEXA S Texas Firm F-12759 Issue Date: Project No: Drawn By: Checked By: Designed By:CONFIDENTIAL & PROPRIETARY ©2018 EIKON Consulting Group LLC. All rights reserved - do not duplicate without permissionD C B A 5 4 3 2 1 www.eikoncg.com ARCHITECT(S) & ENGINEER(S) TDLR # EiKON Consulting Group 1405 West Chapman Drive Sanger, Texas 76266 Phone 940.458.7503 FLOOR PLAN - LIGHTING E9.1 02-06-2019 17190 SCP RMV SCPAMERICAN LEGION SENIOR CENTER629 LAKEY STREETDENTON, TEXASISSUED FOR PERMIT EABPRJB9800429 02-06-2019 SCALE:PLAN NORTH TRUE NORTH 1/8" = 1'-0"E9.1 1 FLOOR PLAN - LIGHTING Revision Schedule # Description Date