The URL can be used to link to this page

Home My WebLink AboutCCS Educational Services Center S-2021-00295CITY OF CARMEL/CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA SIGN PERMIT APPLICATION 1. SIGN PERMIT NUMBER: S-2021-00295 SIGN COPY: CCS Educational Services Center SIGN ADDRESS: 5201 E MAIN ST, CARMEL, 46033 SIGN TYPE: Ground SIGN DURATION: Permanent (*See #7 Disclaimers, pg. 3) SIGN AREA DIMENSIONS: 2' x 13'4"TOTAL SIGN AREA SQ. FT.: 26.67 WALL MOUNTED SIGNS: SPANDREL PANEL DIMENSIONS: n/a SIGN DIMENSION AS A % OF SPANDREL PANEL: n/a HEIGHT OF SIGN FROM GROUND: 3'4"NUMBER OF SIDES: 2.00 (wall sign: measure to bottom of sign; groundsign: measure to top of sign) BUILDING / TENANT SPACE FRONTAGE: 162.4'SIGN DISTANCE FROM NEAREST R.O.W.: 8' (R.O.W. stands for Right of Way. The inside edge of sidewalk is often the end of the R.O.W. (City’s property) and a good spot to measure from.) LAND ACREAGE: n/a (Applies only to Temporary signs)SIGN FACE COLOR(S): Masonry, Aluminum Le ILLUMINATION METHOD: None BUILDING TYPE: Institutional IDENTIFY ANY EXISTING SIGNS ON SITE: Existing monument sign is being removed. WHAT WAS THE NAME OF THE PREVIOUS TENANT (IF APPLICABLE)? n/a SHOPPING CENTER OR COMPLEX NAME: Carmel Clay Educational Services Center SIGN STATUS: New TOTAL SIGN AREA PERMISSABLE SQ. FT.: 45.00 OTHER ILLUMINATION METHOD: n/a OTHER BUILDING TYPE: n/a 2. ZONING PARCEL ID: 16-10-28-00-00-046.000 ZONING DISTRICT: S-1 SINGLE FAMILY RESIDENTIAL, LARGE LOTS, RURAL CHARACTER PRIOR APPROVALS: P.C. Docket # n/a B.Z.A. Docket # n/a Building Permit# B-2021-00944 3. APPLICANT PERMIT NUMBER: S-2021-00295 NAME OF BUSINESS*: Carmel Clay Schools Educational Serivces CITY: Carmel CONTACT EMAIL: tfenoglio@ccs.k12.in.us PHONE: ADDRESS: 5201 E Main St CONTACT PERSON: Todd Fenoglio (*Entity identified on the sign) STATE: IN ZIP: 46033 PROPERTY OWNER: Todd Fenoglio PHONE: CONTACT PERSON: Todd Fenoglio CONTACT EMAIL: tfenoglio@ccs.k12.in.us ADDRESS: 5201 E Main St ZIP: 46033STATE:IN CITY: Carmel I CERTIFY THAT A PICTURE OF THIS SIGN WILL BE SUBMITTED TO THE DEPARTMENT OFCOMMUNITYSERVICES WITHIN ONE (1) WEEK AFTER ERECTION OF THE SIGN. -OR- I WOULD PREFER AN INSPECTION FEE BE ADDED TO THE COST OF THIS PERMIT TO COVER THE COST OF THE STAFF OF THE DEPARTMENT OF COMMUNITY SERVICES TAKING THIS PICTURE. Y N 4. SIGN COMPANY/OWNER'S REP COMPANY NAME: skillman CONTACT PERSON: Jacob Bower ADDRESS: 3834 S. Emerson Ave., Bldg. A ZIP: 46203STATE: INCITY: Indianapolis EMAIL ADDRESS: jbower@skillman.com PHONE: (317) 318-5795 PERMIT NUMBER: S-2021-00295 Page 1 of 3 CITY OF CARMEL/CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA SIGN PERMIT APPLICATION 5.FEES (COMPLETED BY DOCS STAFF)PERMIT NUMBER: S-2021-00295 ADMINISTRATIVE ADLS AMENDMENT SIGN PERMIT APPLICATION $ SIGN ERECTION $ INSPECTION FEE (Required if photography not provided) TOTAL FEE $0.00 PERMIT ISSUED ON: FEE RECEIVED ON: 6. DEPARTMENT CONDITIONS (COMPLETED BY DOCS STAFF) THE FOLLOWING ITEMS LISTED BELOW ARE CONCERNS BY STAFF OR PRIOR COMMITMENTS THAT MUST BE ADHERED TO AS A CONDITION OF THE ISSUANCE OF THIS PERMIT (PLEASE INITIAL EACH ITEM INDIVIDUALLY ): 1) x ________ 2) x ________ 7.DISCLAIMERS (COMPLETED BY DOCS STAFF) APPLICANT, PLEASE NOTE THE FOLLOWING: PERMANENT SIGNS: •IF THE SIGN IN THIS APPLICATION IS A PERMANENT SIGN, THIS SIGN PERMIT IS APPROVED FOR THIS SIGN ATTHIS LOCATION ONLY. •IF THE APPLICANT RELOCATES AT A FUTURE DATE/TIME TO A NEW BUILDING, A NEW SIGN PERMIT IS REQUIRED FOR THE NEW LOCATION. ALL FEES APPLY. TEMPORARY SIGNS: •IF THE SIGN IN THIS APPLICATION IS A TEMPORARY SIGN , THIS SIGN PERMIT EXPIRES ON: THIS SIGN PERMIT MAY BE RENEWED ANNUALLY FOR AN ADDITIONAL YEAR WITH A PERMIT BY RE-APPLYING. ALL FEES APPLY. •IF THE SIGN IN THIS APPLICATION IS FOR AN INTERIM BANNER PENDING A PERMANENT SIGN, IT IS APPROVED FOR A THREE MONTH TIME PERIOD FROM THE DATE THE PERMIT IS APPROVED . A SIGN PERMIT IS REQUIRED. IT MAY BE RENEWED FOR AN ADDITION THREE MONTHS WITH A PERMIT BY RE-APPLYING. ALL FEES APPLY THE APPLICANT CERTIFIES THAT THE FOREGOING SIGNATURES , STATEMENTS AND ANSWERS HEREIN CONTAINED AND THE INFORMATION HEREWITH SUBMITTED ARE IN ALL RESPECTS TRUE AND CORRECT , AND THIS SIGN WILL BE ERECTED AND MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE LAWS OF THE STATE OF INDIANA, AND THE ZONING ORDINANCE OF CARMEL /CLAY TOWNSHIP, INDIANA AND ALL ACTS AMENDATORY THERETO, AND SHALL BE ERECTED WITHIN SIX (6) MONTHS OF THE DATE OF ISSUANCE OR THIS PERMIT IS NULL AND VOID. FURTHER, THE APPLICANT CERTIFIES BY SIGNING THIS APPLICATION THAT ALL REPRESENTATIVES OF THE 8.CITY CONTACT PLEASE DIRECT ANY SIGN QUESTIONS TO THE DEPARTMENT OF COMMUNITY SERVICES (DOCS): CITY OF CARMEL Or call at 317-571-2417 DOCS 1 CIVIC SQUARE CARMEL, IN 46032 Page 2 of 3 1ADJOINERTBM#4 = 779.85TBM#2 = 781.44223465783SFSFSFSFSFSFSFSFSFSFSFTPTP TPTP TPTP TPTP 111113622510TPTP TPTP TPTP SF SFSFSFSFSFSF9329ARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTCONSTRUCTION DOCUMENTSWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.5201 EAST MAINSTREETCARMEL, INDIANAPROJECT NUMBER: 220144.00PROJECT ISSUE DATE: MARCH 15, 2021DRAWN BY: DBSISSUE FOR BID/TAC REVIEW03/15/20210WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGADDENDUM #104/19/20211GD1.0SITE DEMOLITION PLAN309003060DEMOLITION LEGENDAPPROXIMATE LIMITS OF UTILITY OR SEWER LINE REMOVALAPPROXIMATE LIMITS OF CURB REMOVALAPPROXIMATE LIMITS OF CONCRETE REMOVALTREE TO BE REMOVEDAPPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVAL DEMOLITION KEYNOTES1.REMOVE EXISTING MONUMENT SIGN AND FOUNDATION.2.REMOVE EXISTING CURB.3.REMOVE EXISTING SIDEWALK AND/OR RAMP.4.REMOVE EXISTING CONCRETE STOOP.5.RELOCATE OR PROTECT IN PLACE EXISTING TELEPHONE LINES(REFER TO SITE ELECTRICAL PLAN)6.REMOVE OR RELOCATE EXISTING TELEPHONE PEDESTAL(REFER TO SITE ELECTRICAL PLAN)7.PROTECT EXISTING ELECTRICAL LINE TO REMAIN IN PLACE.8.PROTECT EXISTING LIFT STATION TO REMAIN IN PLACE.9.PROTECT AND RESET EXISTING SIGN (REFER TO SITE LAYOUTPLAN).10.ADJUST PULL BOXES TO NEW GRADE.1.SEE DRAWING GD0.01 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTHPRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TOTHE ENGINEER.4.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVEDSTORM WATER MANAGEMENT PERMIT.5.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVEWITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TOWITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.6.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TOTHE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THECITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.7.DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMSINDICATED ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TOREMOVE OR RELOCATE ALL ITEMS WHICH INTERFERE WITH NEWCONSTRUCTION.GENERAL NOTES EROSION CONTROL KEYNOTES1.SILT FENCE2.INLET SEDIMENT PROTECTION3.CONSTRUCTION ENTRANCE DRIVE4.EROSION CONTROL BLANKET5.ROCK DONUT6.DURING CONSTRUCTION KEEP PAVEMENT AND SIDEWALKS CLEAN AND WORK AREAS IN AN ORDERLYCONDITION. CLEAN WHEELS OF VEHICLES BEFORE LEAVING SITE TO AVOID TRACKING SOIL ONTO ROADSOR OTHER PAVED AREAS.EROSION CONTROL LEGENDSEDIMENT BAG INLET PROTECTIONSILT FENCEAPPROXIMATE LIMITS OFCONSTRUCTION ENTRANCEEROSION CONTROL NOTES1.EROSION CONTROL MEASURES SHOWN ON THIS PLANSHALL BE INSTALLED PRIOR TO DEMOLITION.2.SEE EROSION CONTROL PLAN ON SHEET G2.013.SEE EROSION CONTROL DETAILS ON SHEET G2.02SFTPTP TREE PROTECTION REQUIRED(SEE DETAIL - SHEET G2.02)INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! BUILDING ADDITION2,930 S.F.F.F.E.= ±779.75' (M.E.)6.0' 10.0'34.0'ADJOINERTBM#4 = 779.85TBM#2 = 781.44E. MAIN STREET10.0' 10.0' 6'5'6'6' 10.5' R30.0 'R30.0'R30 . 0 '21223345678988881111101141213168.6'48.1'PROPOSED 50' 12 R.O.W. 1 0 . 0 ' 10.0'12.2'5 . 0 '5.0'6.7'111.6'111.4'28.4'48.8'60.0'5.3'5.0'6.1'36.1' 5.0' 6.5'6.0'138886.4'246.0' 19.3'INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! G1.0SITE LAYOUT PLANARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTCONSTRUCTION DOCUMENTSWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.5201 EAST MAINSTREETCARMEL, INDIANAPROJECT NUMBER: 220144.00PROJECT ISSUE DATE: MARCH 15, 2021DRAWN BY: DBSISSUE FOR BID/TAC REVIEW03/15/20210WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGADDENDUM #104/19/20211PR No. 409/22/202121.SEE DRAWING GD0.01 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTHPRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TOTHE ENGINEER.4.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVEDSTORM WATER MANAGEMENT PERMIT.5.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVEWITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TOWITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.6.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TOTHE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THECITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.GENERAL NOTES309003060 SITE KEYNOTES1.CONCRETE STOOP (SEE DETAIL 9/S3.03)2.ASPHALT MULTI-USE PATH (SEE DETAIL 10-20/G4.0)3.2' CURB TAPER (SEE DETAIL H/G4.0)4.CURB RAMP (SEE DETAILS C/G4.0 L/G4.0 AND M/G4.0)5.PAINTED PEDESTRIAN CROSSWALK (SEE DETAIL G/G4.0)6.PROPOSED MONUMENT SIGN (REFER TO ARCH. PLANS)7.RELOCATED STOP SIGN8.CONCRETE SIDEWALK (SEE DETAIL D/G4.0)9.6" CONCRETE CURB (SEE DETAIL A/G4.0)10.CONCRETE EQUIPMENT PAD (SEE DETAIL J/G4.0)11.HEAVY DUTY ASPHALT PAVEMENT (SEE DETAIL B/G4.0)12.RELOCATED H/C PARKING SIGN13.BICYCLE RACKPROPOSED SITE LEGENDEXISTING BUILDINGPROPOSED BUILDING ADDITIONCONCRETE SIDEWALK/STOOPASPHALT MULTI-USE PATHHEAVY DUTY ASPHALTAPPROXIMATE LIMITS OF CONSTRUCTION 6"6"6"6"6"7"4"4"3"4"3"6"6"4"4"4"18"15"15"15"12"12"12"12"BUILDING ADDITION2,930 S.F.F.F.E.= ±779.75' (M.E.)TBM#3 = 775.53ADJOINERE. MAIN STREET48.1'PROPOSED 50' 12 R.O.W.4 - TILIA AMERICANA (AMERICAN LINDEN)8 - TILIA AMERICANA (AMERICAN LINDEN)1 - BETULA PAPYRIFERA (PAPER BIRCH)3 - TILIA AMERICANA (AMERICAN LINDEN)1 - BETULA PAPYRIFERA (PAPER BIRCH)1 - BETULA PAPYRIFERA (PAPER BIRCH)1 - BETULA PAPYRIFERA (PAPER BIRCH)1 - BETULA PAPYRIFERA (PAPER BIRCH)1 - BETULA PAPYRIFERA (PAPER BIRCH)1 - BETULA PAPYRIFERA (PAPER BIRCH)1 - BETULA PAPYRIFERA (PAPER BIRCH)1 - ULMUS PUMILA (SIBERIAN ELM)1 - ULMUS PUMILA (SIBERIAN ELM)1 - ULMUS PUMILA (SIBERIAN ELM)1 - ULMUS PUMILA (SIBERIAN ELM)1 - ULMUS PUMILA (SIBERIAN ELM)1 - ULMUS PUMILA (SIBERIAN ELM)1 - ULMUS PUMILA (SIBERIAN ELM)1 - ULMUS PUMILA (SIBERIAN ELM)1 - ULMUS PUMILA (SIBERIAN ELM)2 - PICEA OMORIKA (SIBERIAN SPRUCE)1 - PICEA PUNGENS (BLUE SPRUCE)8 - PICEA PUNGENS 'FASTIGIATA'(NARROW BLUESPRUCE)16 - EUONYMUS ALATUS 'COMPACTUS'(BURNING BUSH) (5' HT.)18 - EUONYMUS ALATUS 'COMPACTUS'(BURNING BUSH) (5' HT.)9 - EUONYMUS ALATUS 'COMPACTUS'(BURNING BUSH) (5' HT.)12 - BUXUS X KOREANA (BOXWOOD)(3' HT.)6 - PINUS STROBUS (WHITE PINE)1 - JUNIPERUS HORIZONTALIS(JUNIPER)(1' HT.)1 - JUNIPERUS HORIZONTALIS(JUNIPER)(1' HT.)1 - JUNIPERUS HORIZONTALIS(JUNIPER)(1' HT.)TREE PRESERVATION AREATREE PRESERVATION AREATREE PRESERVATION AREA14"16"36"MULTI12"17"17"17"15"24"15"24"16"14"14"8"TAXUS (YEW)(4' HT.)TAXUS (YEW)(8' HT.)30'10'15' 30'BUFFERYARDBUFFERYARDBUFFERYARDBUFFERYARDEUONYMUS FORTUNEI 'COLORATUS' (PURPLELEAF WINTERCREEPER)INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! L1.0LANDSCAPE INVENTORYARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTCONSTRUCTION DOCUMENTSWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.5201 EAST MAINSTREETCARMEL, INDIANAPROJECT NUMBER: 220144.00PROJECT ISSUE DATE: MARCH 15, 2021DRAWN BY: DBSISSUE FOR BID/TAC REVIEW03/15/20210WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGADDENDUM #104/19/20211309003060SITE/EXISTING LANDSCAPE LEGENDEXISTING BUILDINGPROPOSED BUILDING ADDITIONCONCRETE SIDEWALK/STOOPANNUAL PLANTING BEDEXISTING DECIDUOUS TREESEXISTING EVERGREEN TREESEXISTING SHRUBSKEYNOTESANNUAL PLANTING BED - REFER TO DETAIL B THIS SHEET-REMOVE SOD-ROTOTILL TO A DEPTH OF 6"-ADD 3" MIN. OF TOPSOIL AND SPREAD SO THAT WATER DRAINS AWAY FROM SIGN-INSTALL ANNUAL PLANTS (REFER TO PROPOSED PLANT SCHEDULE)-ADD 3" SHREDDED HARDWOOD MULCHTRENCH BED EDGE - REFER TO DETAIL A THIS SHEETPROTECT EXISTING SIGN TO REMAINNOTES:1.IMMEDIATELY SOAK WITH WATER.3" SHREDDEDHARDWOOD MULCHTRENCH BED EDGEUNDISTURBED SUBGRADEPLANROTOTILL TO 6" DEPTH, ADD &SPREAD 3" LAYER OF TOPSOIL,ROTOTILL TOPSOIL INTO BEDEQUALEQUALANNUALS SHALL BE PLANTED USING ATRIANGULAR PLANTING SCHEME. REFERTO THE PLANTING SCHEDULE FOR THEON-CENTER PLANTING DIMENSION.ANNUAL PLANTING BED - DETAIL B3/4" = 1'-0"ANNUAL PLANTSLOPE TOWARDS EDGEOF PLANTING BEDTRENCH BED EDGEEXISTING SIGNSLOPE TOWARDS EDGEOF PLANTING BEDANNUAL PLANT3" SHREDDEDHARDWOOD MULCHNOTES:1.TRENCH EDGE SHALL CREATE A CLEAN SEPARATION BETWEENMULCHED PLANTING BEDS & LAWN AREAS. THE EDGE SHALLCREATE A SMOOTH AND EVEN LINE AS SHOWN ON PLANS.2.PLACE SOIL FROM TRENCH EDGE WITHIN BED.3.TRENCH BED EDGE SHALL BE USED AT THE EDGES OF ALL MULCHEDPLANTING BEDS THAT ABUT LAWN AREAS FOR CONTAINMENT.VERTICAL EDGE3" SHREDDED HARDWOODMULCHFINISH GRADE OFPLANTING BEDMULCHED PLANTING BEDLAWN AREA3"4"TRENCH BED EDGE - DETAIL A1" = 6"ADDENDUM #104/19/20211 BUILDING ELEVATION NOTESVERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)ELEVATION GENERAL NOTESX1. REFER TO THE ELECTRICAL AND TECHNOLOGY DRAWINGS FOR CAMERA, LOCATIONS, SECURITY DEVICES, RECEPTACLES, LIGHT FIXTURES, ETC. COORDINATE LOCATIONS WITH VENEER COURSING TO PROVIDE CONSISTENT MOUNTING HEIGHTS.2. REFER TO PLUMBING DRAWINGS FOR EXTERIOR WALL HYDRANTS, SECONDARY ROOF DRAIN OUTLETS, ETC. COORDINATE PENETRATIONS THROUGH EXTERIOR ENVELOPE WITH OTHER TRADES. PROVIDE TRANSITION MEMBRANE TO MAINTAIN AIR BARRIER SYSTEM.3. REFER TO MECHANICAL DRAWINGS FOR EXTERIOR LOUVER LOCATIONS LOCATED IN EXTERIOR WALL AND EXTERIOR SOFFITS. COORDINATE PENETRATIONS THROUGH EXTERIOR ENVELOPE WITH OTHER TRADES. PROVIDE TRANSITION MEMBRANE TO MAINTAIN AIR BARRIER SYSTEM.T/MAS AEL 114'-0"T.O. ACCENT COURSEEL 101'-6 5/8"BTM. LINTELEL 108'-10 5/8"AA138A7.8074.0024.0027.0087.00816 COURSES EACHE.Q.E.Q.FINISH FLOOREL 100'-0"A23.0034.3004.3014.3014.3014.3004.3004.3008.6148.614T/MAS AEL 114'-0"AAAAAT.O. ACCENT COURSEEL 101'-6 5/8"BTM. LINTELEL 108'-10 5/8"E.Q.E.Q.16 COURSES EACH7.807FINISH FLOOREL 100'-0"4.3004.3014.3014.3014.3004.3008.6148.6148.6148.614XKXLFINISH FLOOREL 100'-0"B/SKYLIGHTEL 109'-11"T/SKYLIGHTEL 116'-2"9.7409.7419.7419.740X6X5FINISH FLOOREL 100'-0"X3X1B/SKYLIGHTEL 109'-11"T/SKYLIGHTEL 116'-2"9.7409.7409.7419.7418'-1"9'-0"8" 5'-6" 8" 7'-10" 8"10 3/4" 2'-0" 5 1/4"15'-4"2" DEEP ALUMINUM PAN, PAINTED WHITE, ATTACHED TO BRICK WITH CONCEALED FASTENERSCARMEL CLAY SCHOOLS, SECONDARY LOGO, BLACK LETTERS ON WHITE BACKGROUNDBLACK 1/4" THICK ALUMINUM LETTERS FASTENED TO ALUMINUM PAN WITH STUDS2" DEEP ALUMINUM PAN, PAINTED WHITE, ATTACHED TO BRICK WITH CONCEALED FASTENERS FINISH GRADE 8A3.012"2"FINISH GRADE 10 3/4" 2'-0" 5 1/4"8" 7'-10" 8" 5'-6" 8"2" DEEP ALUMINUM PAN, PAINTED WHITE, ATTACHED TO BRICK WITH CONCEALED FASTENERSCARMEL CLAY SCHOOLS, SECONDARY LOGO, BLACK LETTERS ON WHITE BACKGROUND8A3.01BLACK 1/4" THICK ALUMINUM LETTERS FASTENED TO ALUMINUM PAN WITH STUDS2" DEEP ALUMINUM PAN, PAINTED WHITE, ATTACHED TO BRICK WITH CONCEALED FASTENERS 2"2"2"8"8"2"1'-8"1 1/2"2 1/2"3'-4"PRECAST WALL CAPMODULAR FACE BRICK TO MATCH EXISTING BUILDING8" CMUALUMINUM PAN ANCHORED TO BRICK WITH CONCEALED FASTENERSTHRU-WALL FLASHINGCONCRETE FOOTING, SEE STRUCTURAL4" CMU, GROUT SOLID BELOW GRADE8" CMU, GROUT SOLD BELOW GRADECOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/15/2021 10:43:10 AM\\data1\citrixprofiles$\adevoe\My Documents\2019_ARCH_220144.00_adevoe.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANABUILDING ELEVATIONSA3.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: KRS317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 462044.002 EXISTING BRICK FAÇADE TO REMAIN4.300 MODULAR BRICK A4.301 MODULAR BRICK B7.008 EXISTING COPING TO REMAIN7.807 METAL COPING -SNAP ON METAL CAP WITH INTEGRALCLEATS8.614 ALUMINUM WINDOW WITH INTEGRAL BLINDS9.740 CLEAN EXISTING COLUMN AND REMOVE LOOSE PAINT ANDRUST. PRIME AND REPAINT (PAINT CODE 5.321)9.741 CLEAN EXISTING STRUCTURAL STEEL AND REMOVE LOOSEPAINT AND RUST. PRIME AND REPAINT STEEL (PAINT CODE5.321). PROTECT EXISTING SKYLIGHT AND FLASHING ASREQUIRED23.003 MECHANICAL LOUVER (MFR. PAINTED CUSTOM COLORSELECTED BY ARCHITECT) - REFER TO MECH. DRAWINGS.PLANNORTHSCALE: 1/8" = 1'-0"1EXTERIOR ELEVATION EAST SIDESCALE: 1/8" = 1'-0"2EXTERIOR ELEVATION NORTH SIDESCALE: 1/4" = 1'-0"3EXTERIOR ELEVATION - MAINENTRY WESTSCALE: 1/4" = 1'-0"4EXTERIOR ELEVATION - MAINENTRY SOUTHSCALE: 3/4" = 1'-0"ENTRY SIGN - WEST6SCALE: 3/4" = 1'-0"7ENTRY SIGN - EASTSCALE: 3/4" = 1'-0"8ENTRY SIGN - SECTIONSCALE: 1/8" = 1'-0"5CANOPY IMAGEREMOVE LOOSE PAINT AND RUST AT COLUMN BASECLEAN EXISTING ANGLE, PRIME AND REPAINTCLEAN EXISTING TUBE STEEL, PRIME AND REPAINT. PROTECT SKYLIGHT TRIM AS REQUIRED.REMOVE LOOSE PAINT AND RUST AT COLUMN BASEWILLIAME.PAY NEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE FANNING HOWEY ASSOCIATES INC.OWNERARCHITECTTHE SKILLMAN CORPORATION3834 S. EMERSON AVE., BLDG AINDIANAPOLIS, INDIANA(317) 783-6151CONSTRUCTION MANAGER5201 E. Main St.Carmel, Indiana 46033TLF ENGINEERS3901 W 86TH STREET STE 200INDIANAPOLIS, IN 46268(317) 334-1552CIVIL/STRUCTURAL ENGINEERSEDUCATIONAL SERVICES CENTER ADDITION AND REMODELINGPROJECT NUMBER: 220144.00COVER SHEETPROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTS5201 EAST MAIN STREETCARMEL, INDIANACONSTRUCTION DOCUMENTS220144.00March 15, 2021CARMEL CLAYSCHOOLS350 East New York Street, Suite 300,Indianapolis, IN 46204317-848-0966WILLIAME.PAY NEREGISTERED INDIANAAR CHITECT4169STATE OFNo. @ATACAIR CONDITIONINGACTACOUSTICAL CEILING TILEADAREA DRAINADJADJUSTABLEAFFABOVE FINISHED FLOORAFPACCORDION FOLDING PARTITIONAGGAGGREGATEALTALTERNATIVEALALUMINUMAPACCESS PANELAPROXAPPROXIMATEARACID RESISTANTARCHARCHITECT(URAL)ASPHASPHALTAVAUDIO-VISUALAWGAMERICAN WIRE GUAGEAWTACCOUSTICAL WALL TREATMENTLANGLE&ANDBITBITUMINOUSBLDGBUILDINGBLKGBLOCKINGBMBENCH MARK / BEAMB.O.BOTTOM OFBOSBOTTOM OF STEELBOTBOTTOMBRGBEARINGBRKBRICKBURBUILT-UP ROOFCABCABINETCARCARPETCATCATALOGCBCHALKBOARD / CATCH BASINCFMCUBIC FEET PER MINUTECHCABINET HEATERCICAST IRONCJCONTROL JOINTCLCENTERLINECLRCLEARCLGCEILINGCMPCORRUGATED METAL PIPECMTCERAMIC MOSAIC TILECMUCONCRETE MASONRY UNITCOCLEANOUTCOLCOLUMNCOMPCOMPACTEDCONCCONCRETECONSTRCONSTRUCTIONCONTCONTINUOUS/CONTINUECONTRCONTRACTORCORRCORRUGATEDCTCERAMIC TILEC TO CCENTER TO CENTERCSKCOUNTER SINKCU FT/CFCUBIC FEETCU IN/CICUBIC INCHCU YD/CYCUBIC YARDCUSPCUSPIDORCWCOLD WATERCWFCEMENTITIOUS WOOD FIBERdPENNY (NAILS, ETC.)DDEPTH/DEEP°DEGREEDCDISPLAY CASEDEPTDEPTDETDETAILDFDRINKING FOUNTAINDIA/ ØDIAMETERDIMDIMENSIONDIVDIVISIONDLDEAD LOADDWGDRAWINGDSDOWNSPOUTDWCDRINKING WATER COOLEREEASTEAEACHEFEACH FACEEJEXPANSION JOINTELELEVATIONELECELECTRIC(AL)ELEVELEVATORENGRENGINEEREPELECTRICAL PANELBOARDEQEQUALEQUIPEQUIPMENTEWEACH WAYEFS (or DEFS)DIRECT APPLIED EXTERIOR FINISH SYSTEMEIFSEXTERIOR INSULATION FINISH SYSTEMEXHEXHAUSTEXISTEXISTINGEXPEXPANSIONEXTEXTERIOREXTNEXTENSIONFDFLOOR DRAINFHCFIRE HOSE CABINETFINFINISHFIN FLFINISH FLOORFLRFLOORFDNFOUNDATIONFSRFLEXIBLE SHEET ROOFINGFSSKFLOOR SERVICE SINKFTFEETFTGFOOTINGFEFIRE EXTINGUISHERFECFIRE EXTINGUISHER CABINETGAGAUGEGALVGALVANIZED(D)GBGRAB BARGFCMUGROUND FACE CONCRETE MASONRY UNITGFRGUGLASS FIBER REINFORCED GYPSUM UNITGLGLASSGWBGYPSUM WALLBOARDHHEIGHT/HIGHHBHOSE BIBHDWEHARDWAREHMHOLLOW METALHORIZHORIZONTALHPTHIGH POINTHSHIGH STRENGTHHTGHEATINGHVACHEATING/VENTILATING/AIR CONDITIONINGHWHOT WATERHWYHIGHWAYIDINSIDE DIAMETERININCHINCLINCLUDE(D), (ING)INFOINFORMATIONINSULINSULATIONINTRINTERIORINVINVERTJSJOIST SUBSTITUTEJSTJOISTJTJOINTKITKITCHENLLENGTHLAMLAMINATE(D)LAVLAVATORYLB/#POUNDLKRLOCKERLLLIVE LOADLLHLONG LEG HORIZONTALLLVLONG LEG VERTICALLVRLOUVERLWLONG WAYMMETERMASMASONRYMATMATERIALMAXMAXIMUMMBMARKER BOARDMECHMECHANICALMEZZMEZZANINEMFRMANUFACTURERMHMOP HOLDERMINMINIMUMMISCMISCELLANEOUSMMMILLIMETERMOMASONRY OPENINGMTLMETALNNORTHNICNOT IN CONTRACTNO/#NUMBERNOMNOMINALNTSNOT TO SCALEOCON CENTERODOUTSIDE DIAMETEROPNGOPENINGOPPOPPOSITEO.H.OPPOSITE HANDO TO OOUT TO OUTOWOPERABLE WALLOZOUNCEPPAINTPAPUBLIC ADDRESSPERFPERFORATEDPLASPLASTICPLPLASTIC LAMINATEPLBGPLUMBINGPLYWDPLYWOODPREFABPREFABRICATEDPSPROJECTION SCREENPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPSSPENCIL SHARPENER SUPPORTPTPORCELAIN TILAPVCPOLYVINYL CHLORIDEPVMTPAVEMENTQTQUARRY TILERRISERRARETURN AIRRAD/RRADIUSRBRESILIENT BASERCPREINFORCED CONCRETE PIPERDROOF DRAINREFREFERENCEREFRREFRIGERATORREINFREINFORCINGREQ'DREQUIREDREVREVISION(S)RMROOMR.O.ROUGH OPENINGROWRIGHT-OF-WAYSSOUTHSASUPPLY AIRSANSANITARYSCHEDSCHEDULESDSTORM DRAIN / SMOKE DETECTORSECTSECTIONSEWSEWERSGFTSTRUCTURAL GLAZED FACING TILESHTSHEETSIMSIMILARSPSPACESPEC(S)SPECIFICATION(S)SPKRSPEAKERSQSQUARESQ FT/SFSQUARE FEETSQ IN/SISQUARE INCHESSQ YD/SYSQUARE YARDSSSSTAINLESS STEELSTSTORM/STREETSTDSTANDARDSTLSTEELSTRUCTSTRUCTURALSUSPSUSPENDEDSWSHORT WAY / SIDEWALKSYMMSYMMETRY(ICAL)SYNTHSYNTHETICTTREADT&BTOP AND BOTTOMT&GTONGUE AND GROOVETATOILET ACCESSORY(IES)TBTACKBOARDTCTOP OF CURBTELTELEPHONETERRTERRAZZOT.O.TOP OFTOCTOP OF CONCRETETOFTOP OF FOOTINGTOM TOP OF MASONRYTOSTOP OF STEELTVTELEVISIONTYPTYPICALTWSTACKABLE WALL SURFACEUNOUNLESS NOTED OTHERWISEUVUNIT VENTILATORURURINALVCTVINYL COMPOSITE TILEVCGWBVINYL COVERED GYPSUM WALLBOARDVERTVERTICALVFWCVINYL FABRIC WALLCOVERINGVIFVERIFY IN FIELDVITVITREOUSVOLVOLUMEVRVAPOR RETARDERVRBVENTED RESILIENT BASEVSVENT STACKVTVINYL STACKWWEST / WIDE / WIDTHW/WITHW/OWITHOUTWAWARDROBE ACCESSORIESWBWOOD BASEWCWATER CLOSET / WIND COLUMNWDWOODWHWATER HEATERWPWORKING POINTWSSKWALL SERVICE SINKWWFWELDED WIRE FABRICYDYARD / YARD DRAINARCHITECTURAL/SITE ABBREVIATIONSABBREVIATIONS USED ON THE CONTRACT DOCUMENTS, INCLUDE BUT ARE NOT LIMITED TO THOSE LISTED BELOWDRAWING SYMBOLS LEGENDDRAWING SYMBOLS USED ON THE CONTRACT DOCUMENTS, INCLUDE BUT ARE NOT LIMITED TO THOSE LISTED BELOWMATERIAL SYMBOLS LEGENDMATERIAL SYMBOLS USED ON THE CONTRACT DOCUMENTS, INCLUDE BUT ARE NOT LIMITED TO THOSE LISTED BELOWSHEET INDEXVOLUME ACOVERABBREVIATIONS AND INDEXXXXXXA0.001SIMAX.XXXXXXAX.XXX RefX RefX RefX RefNameEL XXX'-XX"1ASLOPE1/12/XX###/XX###CALLOUTCEILING TAGKEY NOTE TAGEXTERIOR ELEVATIONINTERIOR ELEVATIONGRID HEADLEVEL LINEREVISION TAGROOF TYPE TAGBUILDING/WALL SECTIONDETAIL SECTIONROOF SLOPE TAGMATCHLINEVIEW REFERENCEDOOR TAG811811TB#1811.9811.9EXISTING CONTOURNEW CONTOURTEST BORING & NO.EXISTING POINT ELEVATIONNEW POINT ELEVATIONSTORM SEWER INLETS1A1.1SIM1A1.1SIMXX'-XX"XXWALL TAGWINDOW TAGROOM TAG1tSTOREFRONT TAGW###101ASPHALTEARTHGRAVEL, STONE, OR DRAINAGE FILLSAND, GROUT, PLASTER, GWB, OR PLAN VIEW OF SIDEWALKCONCRETETERRAZZOCUT STONEMARBLESLATEFACE BRICK (PLAN)GLAZED BRICKCONCRETE MASONRY UNIT (PLAN)CONCRETE MASONRY UNIT (SECTION)CONCRETE MASONRY UNIT(SOLID, IN SECTION)SPRAY-ON INSULATION OR FIRE PROTECTIONWIRE FENCE OR PARTITIONMETAL ROOF DECKLAMINATED WOOD BEAM (SMALL SCALE, SECTION)BATT INSULATIONRIGID INSULATIONROUGH WOODFINISH WOODWOOD OTHER THAN NOMINALPLYWOODGYPSUM WALLBOARD (LARGE SCALE)STUD WALL (PLAN) - DIMENSIONS TAKEN TO FINISH FACE OF WALL - SEE WALL TYPESSOLID PANEL FOLDING PARTITION OR OPERABLE WALLFABRIC ACCORDION FOLDING PARTITIONACOUSTICAL TILE CEILINGEXTERIROR INSULATION FINISH SYSTEMCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/15/2021 4:11:45 PM\\data1\citrixprofiles$\adevoe\My Documents\2019_ARCH_220144.00_adevoe.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANAABBREVIATIONS AND INDEXINDEXPROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: KRS317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 4620401 SITEGD0.1 GENERAL NOTES AND LEGENDSV-1 TOPOGRAPHICAL SURVEYSV-2 TOPOGRAPHICAL SURVEYSV-3 TOPOGRAPHICAL SURVEYG1.0 SITE LAYOUT PLANG2.0 GRADING PLANG2.01 EROSION CONTROL PLANG2.02 EROSION CONTROL DETAILSG4.0 SITE DETAILSGD1.0 SITE DEMOLITION PLANSU1.0 SITE UTILITY PLANSU2.0 SITEUTILITY DETAILSL1.0 OVERALL LANDSCAPE PLAN02 STRUCTURALS0.01 GENERAL NOTESS1.01 FOUNDATION PLAN - NEW ADDITIONS1.02 SLAB AND MASONRY PLAN - NEW ADDITIONS2.01 ROOF FRAMING PLAN - NEW ADDITIONS3.01 FOUNDATION DETAILSS3.02 FOUNDATION DETAILSS3.03 FOUNDATION DETAILSS3.04 SLAB DETAILSS4.01 MASONRY DETAILSS4.02 MASONRY DETAILSS4.03 MASONRY DETAILSS4.04 MASONRY DETAILSS5.01 FRAMING DETAILSS5.02 FRAMING DETAILSS5.03 FRAMING DETAILS03 ARCHITECTURALA0.01 CODE PLANAD0.01 DEMOLITION PLAN - NEW ADDITIONA1.01 ARCHITECTURAL PLAN - NEW ADDITIONA2.01 ROOF PLAN - NEW ADDITIONA3.01 BUILDING ELEVATIONSA5.01 WALL SECTIONSA5.02 WALL SECTIONSA5.03 WALL SECTION DETAILSA5.04 WALL DETAILSA5.05 WALL DETAILSA6S.01 DOOR AND FRAME SCHEDULEA7.01 FIRST FLOOR EQUIPMENT PLANA7.02 FIRST FLOOR EQUIPMENT PLAN-NEW ADDITIONA8.01 FIRST FLOOR FINISH PLAN AND ROOM FINISH SCHEDULEA8.02 INTERIOR ELEVATIONSA8.03 LIST OF FINISHESA9.01 REFLECTED CEILING PLAN05 PLUMBING & FIRE PROTECTIONPFP.01 FIRST FLOOR FIRE PROTECTION PLAN - NEW ADDITIONP1.01 SYMBOLS & ABBREVIATIONSP2.01 PLUMBING PLANS - NEW ADDITION06 MECHANICALM1.01 SYMBOLS & ABBREVIATIONSMD.01 FIRST FLOOR DEMOLITIONM2.01 FIRST FLOOR VENTILATION PLAN - UNIT AM3.01 FIRST FLOOR HVAC PIPING PLAN - UNIT AM5.01 MECHANICAL SCHEDULESM5.02 MECHANICAL DETAILSM5.03 MECHANICAL DETAILS07 ELECTRICALE1.1 ELECTRICAL SYMBOL LEGENDED.1 FIRST FLOOR DEMOLITION PLANE2.1 SITE ELECTRICAL PLANE3.1 FIRST FLOOR TECHNOLOGY ROUGH-IN PLAN - NEW ADDITIONE4.1 FIRST FLOOR LIGHTING PLAN - NEW ADDITIONE5.1 FIRST FLOOR POWER PLAN - NEW ADDITIONE6.1 FIRST FLOOR FIRE ALARM PLAN - NEW ADDITIONT3.1 FIRST FLOOR TECHNOLOGY PLAN - NEW ADDITIONPLANNORTHWILLIAME.PAY NEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE GENERAL 1.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENTSTANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY ORLOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL FEDERAL,STATE, COUNTY, CITY, AND LOCAL PERMITS FOR ANY AND ALL WORK REQUIREDUNLESS OTHERWISE NOTED. THIS SHALL INCLUDE ALL SUBMITTALS ASREQUIRED INCLUDING STORMWATER RUNOFF CONTROL (RULE 5). THECONTRACTOR IS RESPONSIBLE FOR PAYING FOR ALL REQUIRED PERMITS BYANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED BY THECONTRACT OR SPECIFICATIONS.3.CONTRACTOR SHALL VERIFY DATE OF PLANS WITH ENGINEER PRIOR TOCONSTRUCTION TO ENSURE USE OF CURRENT PLANS.4.ALL QUANTITIES PROVIDED ARE ESTIMATES AND SHALL BE CONFIRMED BY THEBIDDING CONTRACTORS.5.PROTECT AND MAINTAIN BENCHMARKS AND SURVEY CONTROL POINTS FROMDISTURBANCE DURING CONSTRUCTION.SITE LAYOUT1.DIMENSIONS SHOWN ARE TO FACE OF CURB AND TO FACE OF BUILDING UNLESSNOTED OTHERWISE.2.RADII NOT DIMENSIONED ARE TO BE 5'.3.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADEELEVATIONS.4.REFER TO APPROPRIATE SITE DETAILS TO DETERMINE SUBGRADE ELEVATIONSBELOW FINISH GRADE ELEVATIONS INDICATED.5.TAPER CURB HEIGHT TO 1" IN FINAL 2' OF ALL CURB ENDINGS OR AS NOTED ONPLANS.6.EXACT LOCATION OF SIGNS TO BE COORDINATED WITH OWNER AND APPROVEDPRIOR TO INSTALLATION.7.SITE BOUNDARY, TOPOGRAPHY, UTILITY, STRUCTURES AND ROAD INFORMATIONTAKEN FROM A SURVEY PREPARED BY CEC.GRADING AND EARTHWORK 1.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS,CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA.EXISTING UTILITY STRUCTURES ARE SHOWN IN ACCORDANCE WITH AVAILABLEINFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIRSUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITHTHE APPLICABLE UTILITY COMPANY) IS THE RESPONSIBILITY OF THECONTRACTOR.2.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENTSTANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY ORLOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.3.PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHERFACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT,UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY EARTH MOVINGOPERATIONS.4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH SUBSOILCONDITIONS PRIOR TO BIDDING.5.CONTRACTOR SHALL VERIFY WITH OWNER EXACT LOCATION AND DEPTH OF ALLPRIVATE/OWNER INSTALLED UTILITIES PRIOR TO CONSTRUCTION.6.DETERMINE LOCATION OF UNDERGROUND UTILITIES AND PERFORM WORK IN AMANNER WHICH WILL AVOID POSSIBLE DAMAGE. HAND EXCAVATE AS REQUIRED.7.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHENEXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFYCOVER REQUIREMENTS BY UTILITY CONTRACTOR AND/OR UTILITY COMPANIES SOAS NOT TO CAUSE DAMAGE.8.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORECONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE.ALL VERIFICATIONS (LOCATIONS, SIZE AND DEPTH) SHALL BE MADE BY THEAPPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVEREXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO AREPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT ANDOBSERVE DURING CONSTRUCTION.9.EXCAVATE TO SUBGRADE ELEVATIONS REGARDLESS OF THE CHARACTER OFSURFACE AND SUBSURFACE CONDITIONS ENCOUNTERED. UNCLASSIFIEDEXCAVATED MATERIALS MAY INCLUDE ROCK, SOIL MATERIALS, ANDOBSTRUCTIONS.10.PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS,FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING THE PROJECTSITE AND SURROUNDING AREA. REROUTE SURFACE WATER RUNOFF AWAY FROMEXCAVATED AREAS. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS.DO NOT USE EXCAVATED TRENCHES AS TEMPORARY DRAINAGE DITCHES.11.STOCKPILE BULK MATERIALS AWAY FROM EDGE OF EXCAVATIONS WITHOUTINTERMIXING WITH SUBSOIL. GRADE AND SHAPE STOCKPILES TO DRAIN SURFACEWATER. COVER TO PREVENT WINDBLOWN DUST AND EROSION BY WATER. DONOT STORE WITHIN DRIP LINE OF TREES THAT WILL REMAIN.12.CONTRACTOR SHALL INSTALL ALL SLEEVES/CONDUITS AS REQUIRED BY THEUTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITYCOMPANIES.13.THE CONTRACTOR SHALL PROVIDE AT LEAST 18"' OF COVER OVER ALL STORMSEWERS, UNLESS OTHERWISE INDICATED BY PLANS.14.PROVIDE COMPACTED "B" BORROW BACKFILL OVER ALL UTILITIES IN PAVEDAREAS.15.PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES ANDNEW GRADES.16.MAINTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREEDUPON BY PARTIES CONCERNED.17.ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, WATER OR GAS VALVEBOXES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION.18.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTERINSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH"CONDITIONS.19.MAXIMUM LAWN SLOPE SHALL BE 3:1.20.DURING FINISH GRADING, ELIMINATE RILLS AND GULLIES. REMOVE ALL STONES,RUBBLE, STICKS, WIRE, PLANT MASS AND DEBRIS OVER 1 INCH IN ANY DIMENSION,AS WELL AS OBVIOUS QUANTITIES OF SMALL STONE.21.REPAIR AND REESTABLISH GRADES TO SPECIFIED TOLERANCES WHERECOMPLETED OR PARTIALLY COMPLETED SURFACES BECOME ERODED, RUTTED,SETTLED, OR WHERE COMPACTION IS LOST DUE TO SUBSEQUENTCONSTRUCTION OPERATIONS OR WEATHER CONDITIONS.22.ADD ADDITIONAL TOPSOIL AND GRADE AS NECESSARY IN AREAS OF SETTLEMENTAND EROSION, AND AS REQUIRED TO MEET FINISH GRADE.1.ALL EROSION CONTROL PLANNING AND IMPLEMENTATION OF PROTECTIVEMEASURES SHALL BE IN ACCORDANCE WITH THE STANDARDS AND PROCEDURESOUTLINED IN THE IDEM "INDIANA STORM WATER QUALITY MANUAL".2.THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE ANDREPAIR OF ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURESDURING EARTHMOVING OPERATIONS.3.DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORKAREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORELEAVING SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHER PAVEDAREAS.4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL AND LIMIT THE TRACKINGOF SILT AND SEDIMENT OFFSITE. THE CONTRACTOR SHALL BROOM AND COLLECTTRACKED SILT AND SEDIMENT IMMEDIATELY UPON DISCOVERY THE MATERIAL.5.DO NOT COMMENCE SITE CLEARING OR EARTH MOVING OPERATIONS UNTILTEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE.6.DUST CONTROL IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL INCLUDECONSTANT AND REPETITIVE APPLICATION OF WATERING AND STREET SWEEPING.7.THE CONTRACTOR SHALL TEMPORARILY SEED ALL DISTURBED AREAS PLANNEDFOR A PERIOD OF INACTIVITY EXCEEDING 15 DAYS.EROSION CONTROLSITE UTILITIES1.THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEYINFORMATION AND EXISTING DRAWINGS. THE ENGINEER MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER IN-SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOTWARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACTLOCATION INDICATED ALTHOUGH THE ENGINEER DOES CERTIFY THAT THEY ARELOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION MADEAVAILABLE. THE ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUNDUTILITIES.2.CONTRACTOR SHALL VERIFY EXISTING STORM SEWER CONDITIONS, LOCATIONAND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION TO ENSURE THAT THENEW SEWERS CAN BE CONSTRUCTED AS SHOWN ON THESE PLANS. REPORT ANYDISCREPANCIES TO THE ENGINEER.3.CONSTRUCTION OF ALL STORM SEWER LINES AND STRUCTURES SHALL BE INACCORDANCE WITH LOCAL AND STATE CODES, RULES AND REGULATIONS.4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATECONSTRUCTION WITH ALL RESPECTIVE UTILITIES.5.EXISTING UTILITY STRUCTURES ARE SHOWN IN ACCORDANCE WITH AVAILABLEINFORMATION. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TOLOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTEDCONSTRUCTION AREA. THE LOCATION AND PROTECTION OF UTILITYSTRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION ISTHE RESPONSIBILITY OF THE CONTRACTOR.6.CONTRACTOR SHALL INSTALL ALL SLEEVES/CONDUITS AS REQUIRED BY THEUTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITYCOMPANIES. CONTRACTOR SHALL SLEEVE ALL PIPING AT FOOTINGS AND BELOWGRADE WALLS. SLEEVES SHALL BE WATER TIGHT. COORDINATE ALL WALLPENETRATIONS WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBINGPLANS.7.CONTRACTOR SHALL VERIFY WITH OWNER THE EXACT LOCATION AND DEPTH OFALL PRIVATE/OWNER-INSTALLED UTILITIES PRIOR TO CONSTRUCTION.8.CONTRACTORS SHALL CONSULT ARCHITECTURAL, MECHANICAL, PLUMBING ANDELECTRICAL PLANS FOR INVERT ELEVATIONS AND EXACT LOCATION OFDOWNSPOUTS, WATER LINES, STORM LINES, SANITARY LINES, GAS LINES,ELECTRICAL LINES, TELECOM LINES, TRANSFORMER PADS OR POLES, ETC.9.SEE SITE ELECTRICAL PLANS FOR SITE LIGHTING, POWER AND TELECOM.10.INSTALL PIPING BEGINNING AT LOW POINT, TRUE TO GRADES AND ALIGNMENTINDICATED WITH UNBROKEN CONTINUITY OF INVERT. PLACE BELL ENDS OF PIPINGFACING UPSTREAM. INSTALL GASKETS, SEALS, SLEEVES, AND COUPLINGSACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TOMANUFACTURER'S WRITTEN INSTRUCTIONS FOR USE OF LUBRICANTS, CEMENTS,AND OTHER INSTALLATION REQUIREMENTS.11.INSTALL MANHOLES FOR CHANGES IN DIRECTION UNLESS FITTINGS AREINDICATED. USE FITTINGS FOR BRANCH CONNECTIONS UNLESS DIRECT TAP INTOEXISTING SEWER IS INDICATED.12.PVC AND HDPE STORM SEWER PIPE TO BE INSTALLED ONLY AT LOCATIONSINDICATED AND SHALL NOT BE SUBSTITUTED FOR LOCATIONS WHERE RCP PIPE ISSPECIFIED.13.THE CONTRACTOR SHALL PROVIDE AT LEAST 18" OF COVER OVER ALL STORMSEWERS, UNLESS OTHERWISE INDICATED BY PLANS.14.WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BEPLACED ABOVE OR BELOW THE SEWER WITH A MINIMUM OF 18" VERTICALCLEARANCE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADEDUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE (SDR 21)SEWER PIPE WITH GASKETED, COMPRESSION TYPE JOINTS WITHIN 10' OF THEWATER LINE. THE WATER LINES SHALL BE INSTALLED ABOVE THE SEWERWHEREVER POSSIBLE.15.WHERE WATER LINES AND SEWERS RUN PARALLEL AND A MINIMUM SEPARATIONDISTANCE OF 10' CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTEDOF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS ORPLASTIC PRESSURE SEWER PIPE WITH GASKETED, COMPRESSION TYPE JOINTS.16.ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, WATER OR GAS VALVEBOXES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION.17.ANY STORM DRAIN, FIELD TILE, OR UTILITY ENCOUNTERED DURINGCONSTRUCTION SHALL BE RELOCATED AND POSITIVE DRAINAGE MAINTAINEDUNLESS OTHERWISE NOTED TO REMAIN. NOTIFY ENGINEER IF ANY DRAINS AREENCOUNTERED.18.ALL PAVEMENT CUT DUE TO UTILITY INSTALLATION, CONSTRUCTION OF CURBS,ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BEPATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTINGSECTION.MAINTENANCE OF TRAFFIC1.THE MAINTENANCE OF TRAFFIC (MOT) EFFORTS CONDUCTED BY THE CONTRACTORWILL INCLUDE PROVIDING, MANAGING AND MAINTAINING EQUIPMENT AND PERSONNELNECESSARY FOR MAINTAINING SAFE TRAFFIC CONDITIONS AT ALL TIMES DURING THEPROJECT. TRAFFIC MAINTENANCE INCLUDES BOTH PROTECTING THE TRAVELINGPUBLIC APPROACHING THE SITE AND INCORPORATING SAFE AND EFFICIENTCIRCULATION WITHIN THE CONSTRUCTION AREA.2.THE CONTRACTOR SHALL FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROLSIGNS AND DEVICES DURING THE HOURS OF CONSTRUCTION OPERATIONS AND AT ALLOTHER TIMES IN ACCORDANCE WITH LOCAL AND INDOT STANDARDS. IN ADDITION TOTHE LOCAL AND STATE STANDARDS, THE CONTRACTOR SHALL CONSULT THE U.S. DOT,FHA, AND MUTCD REGULATIONS REGARDING THE TYPE AND PLACEMENT OF TRAFFICCONTROL DEVICES.3.THE CONTRACTOR SHALL PROVIDE ALL DEVICES NECESSARY AND INSTALLTEMPORARY VEHICLE ROUTES, DETOURS AND RUNAROUNDS TO MAINTAIN THEOWNER'S ONGOING ACTIVITIES. MODIFICATIONS AND TEMPORARY SHUTDOWNS FORTHESE TRAFFIC ROUTES SHALL FIRST BE COORDINATED WITH THE OWNER.4.DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED ORUSED FACILITIES WITHOUT PERMISSION FROM OWNER AND AUTHORITIES HAVINGJURISDICTION.5.PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IFREQUIRED BY OWNER OR AUTHORITIES HAVING JURISDICTION.6.ALL SIDEWALK CLOSURES REQUIRE A SIGNED ALTERNATIVE ROUTE FOR PEDESTRIANS.7.MAINTAIN FIRE, AMBULANCE AND POLICE VEHICLE ACCESS TO THE BUILDINGS AT ALLTIMES DURING CONSTRUCTION.8.ALL REQUIRED COMMUNICATION, PERMITS OR NOTICES NEEDED BY THE LOCAL FIRE,POLICE AND CITY OFFICES WILL REMAIN THE CONTRACTOR'S RESPONSIBILITY. THECONTRACTOR SHALL DETERMINE IF ANY LOCAL ROAD RESTRICTIONS ON WEIGHT OROTHERWISE EXISTS BEFORE DIRECTING INCOMING AND OUTGOING CONSTRUCTIONTRAFFIC.9.SIGNS AND DEVICES SHOWN ON THE MAINTENANCE OF TRAFFIC PLAN REPRESENT THEMINIMUM STANDARDS. ADDITIONAL SIGNS AND ADJUSTMENTS TO LOCATION MAY BEREQUIRED TO ADDRESS CHANGING FIELD CONDITIONS.10.PROMPTLY REMOVE TEMPORARY TRAFFIC CONTROL WHEN SIGNS AND DEVICES NOLONGER SERVE ANY PURPOSE.11.TEMPORARY FACILITIES, INCLUDING REROUTING PEDESTRIAN PATHS AROUND THEWORK SITE ARE THE CONTRACTOR'S RESPONSIBILITY AND WILL BE BASED ON THEOWNER'S NEEDS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNERREGARDING SITE ACCESS AND PEDESTRIAN MOVEMENT AROUND THE CONSTRUCTIONSITE PRIOR TO PLACING CONSTRUCTION FENCING, GATES AND EQUIPMENT ORMATERIALS ON SITE.12.THE LOCATION OF CONSTRUCTION LAYDOWN AREAS MUST FIRST BE APPROVED BYTHE OWNER. LAYDOWN AREAS SHALL BE FENCED AND PROTECTED FROM THESURROUNDING PROPERTIES.13.CONSTRUCTION ONSITE JOB TRAILERS SHALL BE COORDINATED WITH THE OWNER.FOR TRAILERS WITH PLUMBING, THE UNITS SHALL BE SERVED BY EITHER A PROPERLYPERMITTED SANITARY SEWER LATERAL OR TEMPORARY WASTE STORAGE REVIEWEDAND APPROVED BY BOTH THE OWNER AND THE LOCAL AUTHORITIES.GENERAL NOTESTOPOGRAPHIC LEGENDGD0.01GENERAL NOTES AND LEGENDARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTCONSTRUCTION DOCUMENTSWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.5201 EAST MAINSTREETCARMEL, INDIANAPROJECT NUMBER: 220144.00PROJECT ISSUE DATE: MARCH 15, 2021DRAWN BY: DBSWWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268EDUCATIONALSERVICES CENTERADDITION ANDREMODELING 1ADJOINERTBM#4 = 779.85TBM#2 = 781.44223465783SFSFSFSFSFSFSFSFSFSFSFTPTP TPTP TPTP TPTP 111113622510TPTP TPTP TPTP SF SFSFSFSFSFSF9329ARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTCONSTRUCTION DOCUMENTSWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.5201 EAST MAINSTREETCARMEL, INDIANAPROJECT NUMBER: 220144.00PROJECT ISSUE DATE: MARCH 15, 2021DRAWN BY: DBSISSUE FOR BID/TAC REVIEW03/15/20210WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGADDENDUM #104/19/20211GD1.0SITE DEMOLITION PLAN309003060DEMOLITION LEGENDAPPROXIMATE LIMITS OF UTILITY OR SEWER LINE REMOVALAPPROXIMATE LIMITS OF CURB REMOVALAPPROXIMATE LIMITS OF CONCRETE REMOVALTREE TO BE REMOVEDAPPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVAL DEMOLITION KEYNOTES1.REMOVE EXISTING MONUMENT SIGN AND FOUNDATION.2.REMOVE EXISTING CURB.3.REMOVE EXISTING SIDEWALK AND/OR RAMP.4.REMOVE EXISTING CONCRETE STOOP.5.RELOCATE OR PROTECT IN PLACE EXISTING TELEPHONE LINES(REFER TO SITE ELECTRICAL PLAN)6.REMOVE OR RELOCATE EXISTING TELEPHONE PEDESTAL(REFER TO SITE ELECTRICAL PLAN)7.PROTECT EXISTING ELECTRICAL LINE TO REMAIN IN PLACE.8.PROTECT EXISTING LIFT STATION TO REMAIN IN PLACE.9.PROTECT AND RESET EXISTING SIGN (REFER TO SITE LAYOUTPLAN).10.ADJUST PULL BOXES TO NEW GRADE.1.SEE DRAWING GD0.01 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTHPRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TOTHE ENGINEER.4.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVEDSTORM WATER MANAGEMENT PERMIT.5.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVEWITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TOWITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.6.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TOTHE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THECITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.7.DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMSINDICATED ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TOREMOVE OR RELOCATE ALL ITEMS WHICH INTERFERE WITH NEWCONSTRUCTION.GENERAL NOTES EROSION CONTROL KEYNOTES1.SILT FENCE2.INLET SEDIMENT PROTECTION3.CONSTRUCTION ENTRANCE DRIVE4.EROSION CONTROL BLANKET5.ROCK DONUT6.DURING CONSTRUCTION KEEP PAVEMENT AND SIDEWALKS CLEAN AND WORK AREAS IN AN ORDERLYCONDITION. CLEAN WHEELS OF VEHICLES BEFORE LEAVING SITE TO AVOID TRACKING SOIL ONTO ROADSOR OTHER PAVED AREAS.EROSION CONTROL LEGENDSEDIMENT BAG INLET PROTECTIONSILT FENCEAPPROXIMATE LIMITS OFCONSTRUCTION ENTRANCEEROSION CONTROL NOTES1.EROSION CONTROL MEASURES SHOWN ON THIS PLANSHALL BE INSTALLED PRIOR TO DEMOLITION.2.SEE EROSION CONTROL PLAN ON SHEET G2.013.SEE EROSION CONTROL DETAILS ON SHEET G2.02SFTPTP TREE PROTECTION REQUIRED(SEE DETAIL - SHEET G2.02)INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! ADJOINERMOHAWK CROSSINGSECTION 3P.B. 10, PG. 20-21MOHAWK CROSSINGSECTION 2P.B. 7, PG. 166-167LOT 58LOT 57LOT 56LOT 55LOT 54LOT 52LOT 51LOT 50LOT 49LOT 33LOT 32LOT 31ADJOINERADJOINERTHE GRAY ESTATELOT 1P.C. 3, SLIDE 557INSTR. #2005001106ADJOINERSITEFLOOD NOTE:8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:BOUNDARY RETRACEMENT SURVEY 303-103 1"=50' FEBRUARY 2, 2021 TJT ABS ABS13SV-1NORTH530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com FANNING HOWEY ASSOCIATES, INC. CARMEL CLAY SCHOOLS EDUCATIONAL SERVICES CENTER 5201 E. MAIN STREET CARMEL, INDIANA VICINITY MAPSURVEYED PROPERTYPOINT OF COMMENCEMENTSE. CORNERP.OB.E. 126TH STREETGRAY ROAD LEGAL DESCRIPTION E. MAIN STREET LEGEND:8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD 530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com FANNING HOWEY ASSOCIATES, INC. CARMEL CLAY SCHOOLS EDUCATIONAL SERVICES CENTER 5201 E. MAIN STREET CARMEL, INDIANA DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:BOUNDARY RETRACEMENT SURVEY 303-103 FEBRUARY 2, 2021 TJT ABS ABS23SV-2SURVEYOR'S REPORTReference Surveys and PlatsReference MonumentsRecord DescriptionsEvidence of Occupation TBM#3 = 775.53TBM#1 = 782.26TBM#4 = 779.85TBM#2 = 781.44E. MAIN STREETBENCHMARKS:UTILITY NOTE:8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO REVISION RECORD DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:TOPOGRAPHIC SURVEY 303-103 1"=30' FEBRUARY 2, 2021 CJV TJT ABS33SV-3NORTH530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com FANNING HOWEY ASSOCIATES, INC. CARMEL CLAY SCHOOLS EDUCATIONAL SERVICES CENTER 5201 E. MAIN STREET CARMEL, INDIANAFOR LEGEND SEESHEET SV-2 BUILDING ADDITION2,930 S.F.F.F.E.= ±779.75' (M.E.)6.0' 10.0'34.0'ADJOINERTBM#4 = 779.85TBM#2 = 781.44E. MAIN STREET10.0' 10.0' 6'5'6'6' 10.5' R30.0 'R30.0'R30 . 0 '21223345678988881111101141213168.6'48.1'PROPOSED 50' 12 R.O.W. 1 0 . 0 ' 10.0'12.2'5 . 0 '5.0'6.7'111.6'111.4'28.4'48.8'60.0'5.3'5.0'6.1'36.1' 5.0' 6.5'6.0'138886.4'246.0' 19.3'INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! G1.0SITE LAYOUT PLANARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTCONSTRUCTION DOCUMENTSWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.5201 EAST MAINSTREETCARMEL, INDIANAPROJECT NUMBER: 220144.00PROJECT ISSUE DATE: MARCH 15, 2021DRAWN BY: DBSISSUE FOR BID/TAC REVIEW03/15/20210WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGADDENDUM #104/19/20211PR No. 409/22/202121.SEE DRAWING GD0.01 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTHPRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TOTHE ENGINEER.4.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVEDSTORM WATER MANAGEMENT PERMIT.5.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVEWITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TOWITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.6.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TOTHE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THECITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.GENERAL NOTES309003060 SITE KEYNOTES1.CONCRETE STOOP (SEE DETAIL 9/S3.03)2.ASPHALT MULTI-USE PATH (SEE DETAIL 10-20/G4.0)3.2' CURB TAPER (SEE DETAIL H/G4.0)4.CURB RAMP (SEE DETAILS C/G4.0 L/G4.0 AND M/G4.0)5.PAINTED PEDESTRIAN CROSSWALK (SEE DETAIL G/G4.0)6.PROPOSED MONUMENT SIGN (REFER TO ARCH. PLANS)7.RELOCATED STOP SIGN8.CONCRETE SIDEWALK (SEE DETAIL D/G4.0)9.6" CONCRETE CURB (SEE DETAIL A/G4.0)10.CONCRETE EQUIPMENT PAD (SEE DETAIL J/G4.0)11.HEAVY DUTY ASPHALT PAVEMENT (SEE DETAIL B/G4.0)12.RELOCATED H/C PARKING SIGN13.BICYCLE RACKPROPOSED SITE LEGENDEXISTING BUILDINGPROPOSED BUILDING ADDITIONCONCRETE SIDEWALK/STOOPASPHALT MULTI-USE PATHHEAVY DUTY ASPHALTAPPROXIMATE LIMITS OF CONSTRUCTION BUILDING ADDITION2,930 S.F.F.F.E.= ±779.75' (M.E.)TBM#3 = 775.53ADJOINERADJOINERTBM#4 = 779.85TBM#2 = 781.4412111133MAX. 3:1 SLOPE BETWEEN STREETPAVEMENT AND NEW PATHOVERTOPPING FLOODELEVATION: 778.50±OVERTOPPING FLOODELEVATION: 781.10±BUILDING INFORMATIONFINISH FLOOR ELEV.= 779.75MIN. LOWEST ADJACENT GRADE = 779.25MIN. FLOOD PROTECTION GRADE = 778.52EAST BASIN PROPOSED CONDITIONSCONTRIBUTING DRAINAGE AREA = 13.8310 YR. DISCHARGE = 10.72 CFS10 YR. STAGE ELEV.= 774.8510 YR. STORAGE VOLUME = 0.77 AC/FT100 YR. DISCHARGE = 12.14 CFS100 YR. STAGE ELEV.= 776.52100 YR. STORAGE VOLUME = 2.30 AC/FTWEST BASIN PROPOSED CONDITIONSCONTRIBUTING DRAINAGE AREA = 17.2910 YR. DISCHARGE = 7.08 CFS10 YR. STAGE ELEV.= 777.1310 YR. STORAGE VOLUME = 0.83 AC/FT100 YR. DISCHARGE = 7.49 CFS100 YR. STAGE ELEV.= 779.14100 YR. STORAGE VOLUME = 3.07 AC/FTINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! G2.0GRADING PLANARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTCONSTRUCTION DOCUMENTSWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.5201 EAST MAINSTREETCARMEL, INDIANAPROJECT NUMBER: 220144.00PROJECT ISSUE DATE: MARCH 15, 2021DRAWN BY: DBSISSUE FOR BID/TAC REVIEW03/15/20210WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGADDENDUM #104/19/20211PR No. 409/22/202121.SEE DRAWING GD0.01 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTHPRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TOTHE ENGINEER.4.SEE SITE UTILITY PLAN, SHEET SU1.0 FOR STORM SEWER DATA TABLE.5.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BEPRIVATELY OWNED.6.FLOOD ROUTING PATH FROM THE SITE TRAVELS IN A SOUTHEASTERLYDIRECTION TO THE DETENTION BASIN.7.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVEDSTORMWATER MANAGEMENT PERMIT.8.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVEWITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TOWITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.9.DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMSINDICATED ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TOREMOVE OR RELOCATE ALL ITEMS WHICH INTERFERE WITH NEWCONSTRUCTION.10.THE MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING APOND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT100-YR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER,FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANYOTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING.GENERAL NOTES GRADING KEYNOTES1.PVC STORM CLEANOUT2.6" PVC ROOF DRAIN LEADER @ 1.00% MIN.3.6" PERFORATED PVC SUBSURFACE DRAINGRADING PLAN LEGENDEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBEDGE OF PAVEMENTFLOWLINEEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONAPPROXIMATE LIMITS OF CONSTRUCTIONPROPOSED SURFACE FLOW DIRECTIONPROPOSED FLOOD ROUTINGMEGTCBCEP750.65FL309003060USGS BENCHMARK INFORMATION BUILDING ADDITION2,930 S.F.F.F.E.= ±779.75' (M.E.)ADJOINERTBM#4 = 779.85TBM#2 = 781.44444422SFSFSFSF11114444TPTP TPTP TPTP TPTP 13116SFSFSFSFSFSF37CWPT58101010101010101010101010101011111112444SF SFSFSFSFSFSFSFSFSFG2.01EROSION CONTROL PLANARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTCONSTRUCTION DOCUMENTSWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.5201 EAST MAINSTREETCARMEL, INDIANAPROJECT NUMBER: 220144.00PROJECT ISSUE DATE: MARCH 15, 2021DRAWN BY: DBSISSUE FOR BID/TAC REVIEW03/15/20210WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGADDENDUM #104/19/20211PR No. 409/22/20212INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 1.SEE DRAWING GD0.01 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTHPRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TOTHE ENGINEER.4.SEE SITE DEMOLITION PLAN ON SHEET GD1.0 FOR INITIAL EROSION CONTROLMEASURES (TO BE MAINTAINED THROUGHOUT CONSTRUCTION).5.SEE EROSION CONTROL DETAILS ON SHEET G2.026.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVEDSTORM WATER MANAGEMENT PERMIT.7.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVEWITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TOWITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.8.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TOTHE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THECITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.GENERAL NOTES309003060 EROSION CONTROL KEYNOTES1.SILT FENCE2.SEDIMENT BAG INLET PROTECTION3.REMOVE CONSTRUCTION ENTRANCE DRIVE AND STAGINGAREA WHEN NO LONGER NEEDED, REPLACE TOPSOIL TOBRING BACK TO GRADE AND SEED4.PERMANENT SEEDING5.PORTABLE TOILET - ANCHOR TO PREVENT SPILLS6.STAGING AREA7.RIPRAP AT AREA OF END SECTION8.CONCRETE WASHOUT9.EROSION CONTROL BLANKET10.CONSTRUCTION LIMITS11.DURING CONSTRUCTION KEEP PAVEMENT AND SIDEWALKS CLEAN AND WORK AREAS IN AN ORDERLYCONDITION. CLEAN WHEELS OF VEHICLES BEFORE LEAVING SITE TO AVOID TRACKING SOIL ONTO ROADS OROTHER PAVED AREAS.12.ROCK DONUTEROSION CONTROL LEGENDSEDIMENT BAG INLET PROTECTIONAPPROXIMATE LIMITS OF CONSTRUCTIONAPPROXIMATE LIMITS OF PERMANENT SEEDINGCWINDICATES LOCATION OF CONCRETE WASHOUTSILT FENCEPTINDICATES LOCATION OF PORTABLE TOILETSEROSION CONTROL BLANKETSFTPTP TREE PROTECTION REQUIREDEROSION CONTROL NOTES1.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MY BE REQUIRED BYTHE INSPECTOR.2.DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORKAREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORELEAVING THE SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHERPAVED AREAS.3.ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCEWITH CHAPTER 600 OF THE CITY OF CARMEL STORMWATER TECHNICALSTANDARDS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANSAND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TOTHE REQUIREMENTS AS SET FORTH IN THE MANUAL.USGS BENCHMARK INFORMATION SEDIMENT BAG INLET PROTECTION DETAILSILT FENCE DETAILCONSTRUCTION ENTRANCE42513A3BNOTE:REFER TO GENERAL STAPLE PATTERN GUIDE FORCORRECT STAPLE PATTERN RECOMMENDATIONS FORSLOPE INSTALLATIONS.1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME,FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPAREDAREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6" WIDETRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.3.ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE.4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"OVERLAP.5.WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVEREND (SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGHOVERLAPPED AREA, APPROXIMATELY 12" APART.EROSION CONTROL BLANKET SLOPE INSTALLATIONGEOTEXTILE 8oz/SYD. MIN.CONC. HEADWALL6'-0"FABRIC SECURING PINSCOMPACTED SUBGRADETOE WALL12"12"12" 6"NO SCALECOMPACTED SUBGRADEGEOTEXTILE8 OZ./SYD. MIN.2' (TYP.)24" MAX. 12" MIN. 1'-0"END SECTIONRIPRAP OUTLET CONTROL DETAILNONESTANDARD WASHOUT - DETAIL XNOTES:1.PROVIDE 10 YD. OR 15 YD. ROLL OFF DUMPSTER FORSTORAGE OF CONCRETE WASHOUT MATERIAL. SERVICEDUMPSTER WHEN APPROACHING 2/3 FULL USING CARE SOTHAT GREY WATER IS NOT SPILLED OUT WHEN DUMPSTER ISMOVED.2.PROVIDE LEAKPROOF (10 MIL MIN.) PLASTIC LINER.3.LOCATE DUMPSTER IN DESIGNATED AND APPROVEDLOCATIONNOTE 3NOTE 1NOTE 2KEEP OUTTREEPROTECTIONZONENOTES:1.FENCE AROUND TREES AS SHOWN ABOVE TO KEEP EQUIPMENT OFF THE ROOT AREA.2.WHEN REQUIRED TO CROSS THE PROTECTION-ZONE CUSHION THE AREA WITHIN THETREE PROTECTION ZONE WITH 6 INCHES OF WOOD CHIPS OR HARDWOOD MULCH.3.CREATE TRAFFIC PATTERNS SUCH AS TO KEEP SOIL COMPACTION TO A MINIMUMADJACENT TO THE TREE PROTECTION ZONE.4.STORE SUPPLIES AND EQUIPMENT AWAY FROM TREES.5.DESIGNATE SITES WELL AWAY FROM TREES FOR WASHING OUT CONCRETE TRUCKS.REFER TO EROSION CONTROL PLANS FOR LOCATION OF CONCRETE WASHOUT AREAS.6.INSTALL ONE ACCESS GATE PER TREE PROTECTION ZONE.7.MAINTAIN TREE PROTECTION ZONES FREE OF WEEDS AND TRASH.TREE DRIP LINEEXISTING TREEDRIP LINEFENCE LOCATION(1-1/2 TIMES DIA.OF DRIPLINE)ORANGE SAFETY FENCEOR EQUIVALENTSTEEL T-POSTINSTALL SIGN ±20' O.C.,MINIMUM OF 4 SIGNS,EACH SIGN FACING ADIFFERENT DIRECTIONFENCE LOCATION1 1/2 TIMES DIAMETER OF TREE DRIP LINE8'-0"4'-0"2'-0"PLAN1-1 /2 XDRIP L INE DRIPLINETREE PROTECTION DETAIL NO SCALEROCK DONUT DETAILNO SCALE100SLOPE LENGTH IN FEET WITH ADDITIONAL STAPLES ON SIDE SLOPES.CHANNEL LININGS UTILIZE STAPLE PATTERN "C"STAPLE PATTERN DETAILNO SCALEA4:1NOTES: 0 50 25 75SLOPE GRADIENT3:1A2:11:1BBLININGCHANNELADDITIONAL STAPLES AS REQUIREDB1 STAPLE PER SQ. YD.2751251501752002252503006'3'1 1/2 STAPLE PER SQ. YD.GENERAL STAPLE RECOMMENDATIONSBCCCCA3' 6'3'1'-6"1'-6"B3'2 STAPLE PER SQ. YD.3'4'3'C4' 2'1'-6"1'-6"EROSION CONTROL BLANKET1.STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION BLANKETS.2.STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUALRAINFALL.3.AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGEAREAS IS DIRECTED ONTO BLANKETS, STAPLE PATTERN "C" SHALL BE UTILIZED.4.CHANNEL LININGS REQUIRE A 2' (MIN.) OVERLAP AT LONGITUDINAL JOINTS AND SIDESLOPES REQUIRE A 6" (MIN.) OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAMBLANKET SHALL OVERLAP THE DOWNSTREAM.5.IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS AREINSTALLED, FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THATMANUFACTURER.G2.02EROSION CONTROL DETAILSARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTCONSTRUCTION DOCUMENTSWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.5201 EAST MAINSTREETCARMEL, INDIANAPROJECT NUMBER: 220144.00PROJECT ISSUE DATE: MARCH 15, 2021DRAWN BY: DBSWWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268EDUCATIONALSERVICES CENTERADDITION ANDREMODELING STRAIGHT CURB - DETAIL A1" = 1'-0"1'-6"6"6"NOTES:1.PROVIDE CONTROL JOINTS AT 10' MAX. SPACING.2.PROVIDE EXPANSION JOINTS AT 80' MAX. SPACING ANDAT ENDS OF ALL RADII.4" COMPACTEDGRANULAR MATERIALCOMPACTEDSUBGRADER1"TOP OFPAVEMENTCONCRETE SIDEWALK(WHERE APPLICABLE)1/2" EXPANSION JOINTISOLATION JOINT - DETAIL FNO SCALECONCRETE SIDEWALK WITH FIBER - DETAIL D4" COMPACTEDGRANULAR MATERIALWIDTH VARIES (SEE PLAN SHEETS)COMPACTED SUBGRADE4"FINISHGRADECONCRETE SIDEWALK WITH SYNTHETICFIBERS, SEE SPECIFICATIONS.1" = 1'-0"NOTES:CONCRETE JOINTS - DETAIL E1" = 1'-0"D 1/8" SAWEDOR TOOLEDCONTROL JOINTD/4 D/2 D/2 D/2 D/2 1/2" EXP. JT. FILLER24" x 1/2" DIA. DEFORMEDTIE BAR @ 18" o.c.EXPANSION JOINTCONTROL JOINTLONGITUDINAL JOINT1/2" SEALANT24" x 3/4" DIA. SMOOTH BAR @ 18" o.c. GREASE& DOWEL CAP WITH BAR STOP @ BOTH ENDSNOTE:CONSTRUCT EXPANSIONJOINTS AT 40' MAX. ANDCONTROL JOINTS AT2.5 x THICKNESS OF SLABEXPRESSED IN FEET,UNLESS OTHERWISE NOTED.1" = 1'-0"ELEVATIONCURB & GUTTER TAPER - DETAIL HEDGE OFPAVEMENT1"2'-0"TOP OFPAVEMENTTOP OF CURB6"PLAN VIEW2'-0"1'-6"6" 2'-0"1" = 1'-0"CONCRETE EQUIPMENT PAD - DETAIL JSEE PLAN#4 AT 12"EACH WAY6" COMPACTEDGRANULAR MATERIALCOMPACTED SUBGRADE6"6"6"1'-6" VARIES ELEV. = 779.75'FINISH GRADE3" CLR.2" CLR.112" CLR.#4 (CONT).PROVIDE (3) #4CORNER BARS (TYP).18"18"4"6"2"112" 1512"COMPACTED AGGREGATE #53HEAVY DUTY H.A.C. PAVEMENT - DETAIL BCOMPACTED SUBGRADE1" = 1'-0"HMA SURFACE, TYPE A, 9.5 mmHMA BASE, TYPE A, 19.0 mmCOMPACTED AGGREGATE #22"CURB RAMP - DETAIL C2'-0"SEE SITE PLAN FOR LIMITSSEE SITE PLAN PAINTED LINES (WHITETHERMOPLASTIC PAINT)2'-0"2'-0"CROSSWALK STRIPE - DETAIL G1.CONTROL JOINTS, EXPANSION JOINTS AND EDGES OF SIDEWALK SHALL BE HAND-TOOLEDAFTER EACH FINISHING OPERATION.2.PROVIDE EXPANSION JOINT AT INTERSECTION WITH ANOTHER SIDEWALK, BETWEENWALKS AND BUILDINGS AND AT SUCH OTHER POINTS AS INDICATED ON THE DRAWINGS.3.SIDEWALK SHALL HAVE 1/2" EXP. JTS. @ 48' MAX. & CONTROL JOINTS @ 6' MAX.HANDICAP RAMP - DETAIL L10'-0"2'-0" 6'-0" 12:1 (MAX.)RAISED, TRUNCATED DOMESSTAMPED IN CONCRETE SURFACE.DIAMETER: 0.9"HEIGHT: 0.2"CENTER - CENTER SPACING: 2.35"BROOM FINISHHANDICAP RAMP - DETAIL MNO SCALEG4.0SITE DETAILSARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTCONSTRUCTION DOCUMENTSWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.5201 EAST MAINSTREETCARMEL, INDIANAPROJECT NUMBER: 220144.00PROJECT ISSUE DATE: MARCH 15, 2021DRAWN BY: DBSISSUE FOR BID/TAC REVIEW03/15/20210WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGADDENDUM #104/19/20211PR No. 409/22/20212 BUILDING ADDITION2,930 S.F.F.F.E.= ±779.75' (M.E.)ADJOINERTBM#4 = 779.85TBM#2 = 781.44E. MAIN STREET2211345677222ARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTCONSTRUCTION DOCUMENTSWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.5201 EAST MAINSTREETCARMEL, INDIANAPROJECT NUMBER: 220144.00PROJECT ISSUE DATE: MARCH 15, 2021DRAWN BY: DBSWWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGSU1.0SITE UTILITY PLANINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 1.SEE DRAWING GD0.01 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BYCIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCHUTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIORTO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4.SEE SHEET G2.0 FOR GRADING PLAN.5.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATEOWNED.6.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.7.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FORROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENTSHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OFPROPOSED RIGHT-OF-WAY LINE.8.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THESATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.GENERAL NOTES UTILITY KEYNOTES1.6" PVC ROOF DRAIN PIPE @ 1.00% MIN. SLOPE - SEE DETAILB/SU2.02.PVC STORM STORM SEWER CLEANOUT - SEE DETAIL A/SU2.03.CONCRETE SLOPED HEADWALL - SEE DETAIL C/SU2.04.RELOCATE OR PROTECT IN PLACE EXISTING UNDERGROUNDTELEPHONE LINES (SEE SITE ELECTRICAL PLAN)5.PROTECT EXISTING UNDERGROUND ELECTRIC TO REMAIN6.CONTRACTOR TO COORDINATE RESET/ADJUST TO GRADEOF FIBER OPTIC PULL BOXES WITH UTILITY COMPANY7.6" PERFORATED PVC SUBSURFACE DRAINTHE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED ANDAS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTIONPLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL BE PERMITTED DUE TOSPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILLREQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THECITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGNENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS AREQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OFPERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED ASGENERATING VELOCITIES OF 2.5 FPS OR LESS, OR 10 FPS OR GREATER (AT FULLFLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OFCONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTEDAS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURECOMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.STORM SEWER NOTE309003060 FOR PIPE LOCATED IN ANDWITHIN 5' OF PAVED AREASFOR PIPE LOCATEDIN GRASSED AREASSTORM SEWER (PVC & HDPE) TRENCH - DETAIL BNO SCALENOTES:1.ALL BEDDING & INITIAL BACKFILLSHALL BE INSTALLED IN 6" TO 12"BALANCED LIFTS.2.A MIN. 9" CLEARANCE EACH SIDEOR PIPE FOR 42" DIA. AND LESS.BcMIN. 4"12"MIN. 1.25 O.D.+12"MIN. 6" TOPSOILOUTSIDE PAVEMENT LIMITSPAVEMENT SECTIONREGULAR BACKFILL -GREATER THAN 5' FROMEDGE OF PAVEMENTCOMPACTED 90%REGULAR BACKFILL-GREATER THAN 5' FROMEDGE OF PAVEMENTCOMPACTED TO 90%#8 CRUSHED STONE OREQUIVALENT CLASS 1MATERIAL HAND TAMPEDOR WALKED INTO PLACE"B" BORROW (INDOT SPEC.) OREQUIVALENT GRANULARMATERIAL COMPACTED TO 95%STANDARD PROCTER DENSITYSLOPEMIN.NOTE: CLEANOUTS IN PAVED AREAS TO BE ACCESSIBLE VIA YARDBOXES OR EXTENDED FLUSH WITH THE PAVING. CO VER SHOULD BETHREADED TYPE, WATER TIGHT AND CAPPED.1/2" = 1'-0"EXTERIOR CLEANOUT - DETAIL AVARIES FINISH GRADESTORM OR SANITARY SEWER(SIZE SHOWN ON PLANS)SAME SIZE AS MAIN LINE(MAX. 8" REQUIRED ON STORM SEWERS)1'-0"1'-0"MIN.6" 1/2"HEAVY DUTY CLEANOUTCASTING - JAY R. SMITH 4253SERIES OR EQUALCONCRETE COLLARREQ'D IN PAVED AREAS(CONCRETE SHALL NOTBE IN CONTACT w/ PIPE)#6 GAUGE GALVANIZED WIRE SPOT WELDAT ALL POINTS OF CONTACTSLOPED HEADWALL - DETAIL CCONCRETE SLABNO SCALEEND VIEWBB2'x2'x4" THICKSECTION1'-0" INTO PIPEEXTEND APPROXIMATELYAS SHOWN. WIRES SHALLBEND WIRES MARKED B6" PVC ROOF DRAINSU2.0SITE UTILITY DETAILSARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTCONSTRUCTION DOCUMENTSWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.5201 EAST MAINSTREETCARMEL, INDIANAPROJECT NUMBER: 220144.00PROJECT ISSUE DATE: MARCH 15, 2021DRAWN BY: DBSWWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268EDUCATIONALSERVICES CENTERADDITION ANDREMODELING 6"6"6"6"6"7"4"4"3"4"3"6"6"4"4"4"18"15"15"15"12"12"12"12"BUILDING ADDITION2,930 S.F.F.F.E.= ±779.75' (M.E.)TBM#3 = 775.53ADJOINERE. MAIN STREET48.1'PROPOSED 50' 12 R.O.W.4 - TILIA AMERICANA (AMERICAN LINDEN)8 - TILIA AMERICANA (AMERICAN LINDEN)1 - BETULA PAPYRIFERA (PAPER BIRCH)3 - TILIA AMERICANA (AMERICAN LINDEN)1 - BETULA PAPYRIFERA (PAPER BIRCH)1 - BETULA PAPYRIFERA (PAPER BIRCH)1 - BETULA PAPYRIFERA (PAPER BIRCH)1 - BETULA PAPYRIFERA (PAPER BIRCH)1 - BETULA PAPYRIFERA (PAPER BIRCH)1 - BETULA PAPYRIFERA (PAPER BIRCH)1 - BETULA PAPYRIFERA (PAPER BIRCH)1 - ULMUS PUMILA (SIBERIAN ELM)1 - ULMUS PUMILA (SIBERIAN ELM)1 - ULMUS PUMILA (SIBERIAN ELM)1 - ULMUS PUMILA (SIBERIAN ELM)1 - ULMUS PUMILA (SIBERIAN ELM)1 - ULMUS PUMILA (SIBERIAN ELM)1 - ULMUS PUMILA (SIBERIAN ELM)1 - ULMUS PUMILA (SIBERIAN ELM)1 - ULMUS PUMILA (SIBERIAN ELM)2 - PICEA OMORIKA (SIBERIAN SPRUCE)1 - PICEA PUNGENS (BLUE SPRUCE)8 - PICEA PUNGENS 'FASTIGIATA'(NARROW BLUESPRUCE)16 - EUONYMUS ALATUS 'COMPACTUS'(BURNING BUSH) (5' HT.)18 - EUONYMUS ALATUS 'COMPACTUS'(BURNING BUSH) (5' HT.)9 - EUONYMUS ALATUS 'COMPACTUS'(BURNING BUSH) (5' HT.)12 - BUXUS X KOREANA (BOXWOOD)(3' HT.)6 - PINUS STROBUS (WHITE PINE)1 - JUNIPERUS HORIZONTALIS(JUNIPER)(1' HT.)1 - JUNIPERUS HORIZONTALIS(JUNIPER)(1' HT.)1 - JUNIPERUS HORIZONTALIS(JUNIPER)(1' HT.)TREE PRESERVATION AREATREE PRESERVATION AREATREE PRESERVATION AREA14"16"36"MULTI12"17"17"17"15"24"15"24"16"14"14"8"TAXUS (YEW)(4' HT.)TAXUS (YEW)(8' HT.)30'10'15' 30'BUFFERYARDBUFFERYARDBUFFERYARDBUFFERYARDEUONYMUS FORTUNEI 'COLORATUS' (PURPLELEAF WINTERCREEPER)INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! L1.0LANDSCAPE INVENTORYARCHITECTCARMEL CLAY SCHOOLSREV.NO.DESCRIPTIONDATECONSULTANTCONSTRUCTION DOCUMENTSWWW.FHAI.COM317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.5201 EAST MAINSTREETCARMEL, INDIANAPROJECT NUMBER: 220144.00PROJECT ISSUE DATE: MARCH 15, 2021DRAWN BY: DBSISSUE FOR BID/TAC REVIEW03/15/20210WWW.TLF-ENGINEERS.COM317-334-15003901 W 86TH ST #200, INDIANAPOLIS, IN 46268EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGADDENDUM #104/19/20211309003060SITE/EXISTING LANDSCAPE LEGENDEXISTING BUILDINGPROPOSED BUILDING ADDITIONCONCRETE SIDEWALK/STOOPANNUAL PLANTING BEDEXISTING DECIDUOUS TREESEXISTING EVERGREEN TREESEXISTING SHRUBSKEYNOTESANNUAL PLANTING BED - REFER TO DETAIL B THIS SHEET-REMOVE SOD-ROTOTILL TO A DEPTH OF 6"-ADD 3" MIN. OF TOPSOIL AND SPREAD SO THAT WATER DRAINS AWAY FROM SIGN-INSTALL ANNUAL PLANTS (REFER TO PROPOSED PLANT SCHEDULE)-ADD 3" SHREDDED HARDWOOD MULCHTRENCH BED EDGE - REFER TO DETAIL A THIS SHEETPROTECT EXISTING SIGN TO REMAINNOTES:1.IMMEDIATELY SOAK WITH WATER.3" SHREDDEDHARDWOOD MULCHTRENCH BED EDGEUNDISTURBED SUBGRADEPLANROTOTILL TO 6" DEPTH, ADD &SPREAD 3" LAYER OF TOPSOIL,ROTOTILL TOPSOIL INTO BEDEQUALEQUALANNUALS SHALL BE PLANTED USING ATRIANGULAR PLANTING SCHEME. REFERTO THE PLANTING SCHEDULE FOR THEON-CENTER PLANTING DIMENSION.ANNUAL PLANTING BED - DETAIL B3/4" = 1'-0"ANNUAL PLANTSLOPE TOWARDS EDGEOF PLANTING BEDTRENCH BED EDGEEXISTING SIGNSLOPE TOWARDS EDGEOF PLANTING BEDANNUAL PLANT3" SHREDDEDHARDWOOD MULCHNOTES:1.TRENCH EDGE SHALL CREATE A CLEAN SEPARATION BETWEENMULCHED PLANTING BEDS & LAWN AREAS. THE EDGE SHALLCREATE A SMOOTH AND EVEN LINE AS SHOWN ON PLANS.2.PLACE SOIL FROM TRENCH EDGE WITHIN BED.3.TRENCH BED EDGE SHALL BE USED AT THE EDGES OF ALL MULCHEDPLANTING BEDS THAT ABUT LAWN AREAS FOR CONTAINMENT.VERTICAL EDGE3" SHREDDED HARDWOODMULCHFINISH GRADE OFPLANTING BEDMULCHED PLANTING BEDLAWN AREA3"4"TRENCH BED EDGE - DETAIL A1" = 6"ADDENDUM #104/19/20211 GENERAL NOTES DS D1 S 1 CODES AND STANDARDS: (ALL WORK SHALL CONFORM WITH THE FOLLOWING BUILDING CODES1. A.) GENERAL DESIGN: INTERNATIONAL BUILDING CODE, 2012 EDITION (IBC), IN ACCORDANCE WITH INDIANA 2014 BUILDING CODE WITH AMENDMENTS. DESIGN LOADS: ASCE'S " MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"B.) (ASCE/SEI 7-10). C.) REINFORCED CONCRETE DESIGN: ACI'S "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318-11). D.) STRUCTURAL MASONRY: THE MASONRY SOCIETY'S "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (TMS 402-11/ACI 530-11/ASCE 5-11) AND THE MASONRY SOCIETY'S SPECIFICATION FOR MASONRY STRUCTURES" (TMS 602-11/ACI 530.1-1 ASCE 6-11). E.) STRUCTURAL STEEL DESIGN: AISC'S "STEEL CONSTRUCTION MANUAL, 14TH EDITION." F.) STEEL DECK: STEEL DECK INSTITUTE STANDARDS C-2011 "STANDARD FOR COMPOSITE STEEL FLOOR DECK-SLABS", NC-2010 "STANDARD FOR NON-COMPOSITE STEEL FLOOR DECK", RD-2010 "STANDARD FOR STEEL ROOF DECK", AND QA/QC-2011 "STANDARD FOR QUALITY CONTROL AND QUALITY ASSURANCE FOR INSTALLATION OF STEEL DECK". G.) STEEL JOISTS: SJI'S "STANDARD SPECIFICATIONS, LOAD TABLES AND WEIGHT TABLES FOR STEEL JOISTS AND JOIST GIRDERS" (43RD EDITION). H.) STRUCTURAL PRECAST FRAMING: PCI'S "PCI DESIGN HANDBOOK - PRECAST AND PRE-STRESSED CONCRETE" (PCI MNL 120). SOIL INFORMATION:2. ALLOWABLE NET BEARING PRESSURE, COLUMN FOOTING 2000 PSF 2000 PSFALLOWABLE NET BEARING PRESSURE, WALL FOOTING UNIT WEIGHT OF SOIL 110 PCF SUB-GRADE REACTION [K30] 125 PCI RISK CATEGORY (IBC TABLE 1604.5)3. SOILS REPORT PREPARED BY XXX, DATED XX-XX-XX. CATEGORY III LIVE LOADS: (IBC TABLE 1607.1)4. ASSEMBLY AREA 100 PSF CLASSROOMS (CODE MINIMUM = 40 PSF) 50 PSF (FOR FUTURE FLEXIBILITY) CORRIDORS (FIRST FLOOR) 100 PSF CORRIDORS (ABOVE FIRST FLOOR) 80 PSF GYMNASIUMS AND BLEACHERS 100 PSF MECHANICAL ROOMS 125 PSF ELEVATED PLATFORM 60 PSF + EQUIPMENT OFFICES 50 PSF + PARTITIONS PUBLIC AREAS / LOBBY 100 PSF ROOF 20 PSF + SNOW DRIFT CONSIDERATIONS STAIRS 100 PSF STORAGE 125 PSF PARTITIONS (WHERE APPLICABLE) 15 PSF WIND LOADS: (IBC SECTION 1609 AND ASCE 7)5. BASIC WIND SPEED / ULTIMATE DESIGN WIND SPEED 120 MPH NOMINAL DESIGN WIND SPEED (ASD) 93 MPH EXPOSURE C INTERNAL PRESSURE COEFFICIENT, GCPI: +/- 0.18 SEISMIC LOADS: FOR PRIMARY SYSTEMS (IBC SECTION 1613 AND ASCE 7)6. IMPORTANCE FACTOR (DETERMINED FROM RISK CATEGORY) 1.25 SITE CLASS (USE CLASS 'D' UNLESS SOIL REPORT PROVIDES) D DESIGN SPECTRAL RESPONSE ACCELERATIONS SHORT PERIOD, S 1-SECOND PERIOD, S 0.178 0.13 SEISMIC DESIGN CATEGORY B SNOW DESIGN CRITERIA (IBC SECTION 1608 AND ASCE 7)7. GROUND SNOW LOAD, PG 20 PSF IMPORTANCE FACTOR, I 1.10 THERMAL FACTOR 1.00 EXPOSURE FACTOR 1.00 FLAT ROOF SNOW LOAD, PF 20 PSF DRIFTING SNOW PER IBC AND ASCE 7 DEFLECTION CRITERIA (IBC TABLE 1604.3)8. FLOOR LIVE LOAD FLOOR DEAD AND LIVE LOAD L / 360 L / 240 ROOF SNOW LOAD WITH CEILINGS L / 360 ROOF SNOW LOAD WITHOUT CEILINGS L / 240 ROOF DEAD AND LIVE LOAD WITH CEILINGS L / 240 ROOF DEAD AND LIVE LOAD WITHOUT CEILINGS L / 180 EXTERIOR AND INTERIOR WALLS (BRITTLE FINISHES) L / 240 EXTERIOR AND INTERIOR WALLS (FLEXIBLE FINISHES) L / 120 EXTERIOR WALLS FOR BRICK BACKUP (ACI 530 COMMENTARY 6.1.2) L / 600 VERTICAL MASONRY SUPPORT (PER ACI 530 SECTION 1.10.1) L / 600 CONCRETE:1. PORTLAND CEMENT (GRAY)ASTM C150 TYPE I OR III WATER CLEAN AND POTABLE COARSE AGGREGATE CRUSHED STONE, OR GRAVEL INDOT SIZE #8, ASTM C33 FINE AGGREGATE SAND, INDOT SIZE #23, ASTM C33 AIR ENTRAINING ADMIXTURE ASTM C260 HIGH RANGE WATER REDUCING ADMIXTURE ASTM C494, TYPE F OR G REINFORCING STEEL:2. STIRRUPS, TIES, AND MAIN REINFORCING BARS ASTM A615, GRADE 60, Fy = 60 KSI WELDED WIRE FABRIC ASTM A1064 3. STRUCTURAL STEEL: WIDE FLANGE MEMBERS AND "WT" SHAPES ASTM A992, Fy = 50 KSI ANGLES, CHANNELS, AND PLATES ASTM A36, Fy = 36 KSI "M" AND "S" SHAPES ASTM A36, Fy = 36 KSI RECTANGULAR (HSS) ASTM A500, GRADE B, Fy = 46 KSI ROUND (HSS) ASTM A500, GRADE B, Fy = 42 KSI STRUCTURAL PIPE MEMBERS ASTM A53, GRADE B, Fy = 35 KSI BASE PLATES ASTM A36, Fy = 36 KSI ALL OTHER MEMBERS ASTM A36, Fy = 36 KSI HEADED STUD CONNECTIONS ASTM A108, 3/4" DIA. x 4 1/2" LONG (U.O.N.) CONNECTION BOLTS 3/4" DIA. ASTM F3125-A325 TYPE 1 OR 3/4" DIA. F1852 TYPE 1 HEAVY HEX TWIST OFF TENSION CONTROL BOLTS WITH ANCHOR RODS ASTM F1554, GRADE 36, OR ASTM A36 WELDING ELECTRODES FOR CARBON STEEL AWS E70XX GROUT UNDER BASE PLATES HIGH-STRENGTH, NON-METALLIC, NON-SHRINK 4. STEEL DECK: ALL DECK ASTM A653, STRUCTURAL QUALITY, Fy (MIN.) = 33 KSI WELDING ELECTRODES AWS E6022 5. MASONRY: A.) HOLLOW LOAD BEARING BLOCK TO BE ASTM C90, NOMINAL FACE DIMENSIONS 8" x 16". PROVIDE NORMAL WEIGHT UNITS BELOW GRADE AND LIGHTWEIGHT UNITS ABOVE GRADE, UNLESS OTHERWISE NOTED. PROVIDE CONCRETE MASONRY UNITS WITH A NET AREA COMPRESSIVE STRENGTH OF NOT LESS THAN 2800 PSI. (Fm = 2000 PSI FOR TYPE 'S' MORTAR). B.) MORTAR SHALL BE TYPE `S' MORTAR CONFORMING WITH ASTM C270. MORTAR PROPORTIONS SHALL CONFORM WITH MORTAR PROPORTION REQUIREMENTS OF ASTM C270. C.) HORIZONTAL JOINT REINFORCEMENT SHALL BE PLACED EVERY OTHER COURSE. USE STANDARD LADDER TYPE REINFORCEMENT (#9 SIDE RODS AND #9 CROSS RODS) UNLESS OTHERWISE NOTED. D.) UNLESS OTHERWISE NOTED, MASONRY CORES (WHERE SPECIFIED ON DRAWINGS) AND BOND BEAMS SHALL BE FILLED WITH CONCRETE GROUT MEETING THE FOLLOWING REQUIREMENTS: (ASTM C476) MINIMUM 2500 PSI 28-DAY COMPRESSIVE STRENGTH. 6. POST INSTALLED ANCHORS: A.) ALTERNATE ANCHORS SHALL BE SUBMITTED FOR APPROVAL BY THE ENGINEER. B.) ADHESIVE: 1.) HILTI HIT-HY 200 FOR CONCRETE HILTI HIT-HY 270 FOR MASONRY THREADED RODS: 2.) 1.) HILTI HAS-E 2.) HILTI HIT-Z 3.) ASTM A193, GRADE B7 4.) ASTM F1554, GRADE 55 MECHANICAL ANCHORS: 1.) HILTI KWIK BOLT-TZ 2.) HILTI KWIK BOLT HUS-EZ 3.) HILTI HDA UNDERCUT ANCHOR CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ANCHOR LOCATIONS AT ALL MASONRY WALLS. MASONRY WALLS SHALL BE GROUTED SOLID AT ALL ANCHOR LOCATIONS FOR A MINIMUM OF 12" IN ALL DIRECTIONS FROM ANCHOR CENTERLINE. ALL ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE ANCHOR MANUFACTURERS SPECIFICATIONS. UNLESS OTHERWISE NOTED ALL ANCHORS SHALL HAVE STANDARD EMBEDMENT DEPTH AS DEFINED BY THE ANCHOR MANUFACTURER. WHERE ANCHORS ARE TO BE INSTALLED INTO EXISTING MASONRY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD TESTING THE ANCHORS PRIOR TO THE FABRICATION OF ANY MATERIALS TO VERIFY THAT THE ALLOWABLE LOADS AS PUBLISHED BY THE ANCHOR MANUFACTURER, OR THOSE INDICATED ON THE STRUCTURAL DRAWINGS, ARE OBTAINABLE. THE CONTRACTOR SHALL SUBMIT RESULTS OF THESE TESTS TO THE ENGINEER FOR REVIEW AND APPROVAL. THE ANCHOR SIZES AND SPACINGS AS SHOWN IN THESE DOCUMENTS ARE SUBJECT TO CHANGE BASED ON THE RESULTS OF THE FIELD TESTS. 1. WHERE DISCREPANCY MAY OCCUR BETWEEN THE DRAWINGS AND A GENERAL NOTE OR TYPICAL DETAIL THE DRAWINGS SHALL PREVAIL. THE CONTRACTOR SHALL VERIFY RESPONSIBILITY FOR CONTRACTING TESTING AND INSPECTION2. SERVICES AS DEFINED IN THESE NOTES. 1. VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND CONDITIONS BEFORE PROCEEDING WITH NEW CONSTRUCTION. NOTIFY THE ARCHITECT / ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK IN THE AREA UNDER QUESTION. PREVENT UNDERMINING OF EXISTING ROADWAYS AND THE FOUNDATIONS OF EXISTING STRUCTURES. TAKE PROTECTIVE MEASURES TO PREVENT DAMAGE TO THE EXISTING FACILITIES. DO NOT EXCAVATE BELOW THE BOTTOM OF EXISTING FOUNDATION WITHOUT FIRST UNDERPINNING THEM. 2. UNDERPIN WHERE NECESSARY IN ALTERNATING INCREMENTS SMALL ENOUGH TO ALLOW THE3. EXISTING FOUNDATIONS TO BRIDGE THE GAPS CREATED BY THE REQUIRED EXCAVATION. CAREFULLY MONITOR THE EXISTING BUILDING ADJACENT TO THE UNDERPINNING OPERATION FOR4. SETTLEMENT. SUBMIT TO THE ARCHITECT / ENGINEER THE UNDERPINNING DESIGN, PREPARED BY A REGISTERED5. PROFESSIONAL ENGINEER FOR REVIEW PRIOR TO STARTING WORK. INCLUDE AND OUTLINE PROCEDURE AND PERTINENT DETAILS FOR THE UNDERPINNING OPERATION. 1. THE GENERAL CONTRACTOR SHALL COORDINATE AND CHECK ALL DIMENSIONS RELATING TO ARCHITECTURAL FINISHES, MECHANICAL OPENINGS, EQUIPMENT, ETC. THE ARCHITECT / ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK IN THE AREA UNDER QUESTION. PROVIDE SUPPORT FRAMING FOR ALL MECHANICAL UNITS HANGING FROM THE STEEL FRAMING2. (INCLUDING ANY NOT SHOWN ON THE STRUCTURAL DRAWINGS) AS INDICATED ON THE TYPICAL DETAIL FOR HANGING MECHANICAL UNITS. THE MECHANICAL CONTRACTOR SHALL NOTIFY THE ARCHITECT / ENGINEER OF ANY PIPING OR3. MECHANICAL UNIT SUPPORTED BY THE STRUCTURE PER THE FOLLOWING: THE MECHANICAL CONTRACTOR SHALL VERIFY THAT ALL MECHANICAL UNITS SUPPORTED BY THE4. STEEL FRAMING ARE CAPABLE OF SPANNING THE DISTANCE BETWEEN THE SUPPORT FRAMING PROVIDED FOR BY THE STRUCTURAL DRAWINGS. THE MECHANICAL CONTRACTOR SHALL PROVIDE ADDITIONAL SUPPORT FRAMING AS NEEDED. PROVIDE SUPPORT FRAMING FOR ALL MECHANICAL OPENINGS THROUGH ROOF AREAS SUPPORTED5. BY STEEL FRAMING (INCLUDING ANY NOT SHOWN ON THE STRUCTURAL DRAWINGS) AS INDICATED ON THE TYPICAL ROOF OPENING FRAMING DETAIL. THERE SHALL BE NO VERTICAL OR HORIZONTAL SLEEVES SET, OR HOLES CUT OR DRILLED IN ANY6. JOIST, BEAM OR COLUMN UNLESS IT IS SHOWN ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE ARCHITECT / ENGINEER IN WRITING. MECHANICAL OPENINGS THROUGH CONCRETE SLABS AND WALLS LARGER THAN 8" IN DIAMETER,7. NOT SHOWN ON THE STRUCTURAL DRAWINGS, MUST BE APPROVED BY THE ARCHITECT / ENGINEER. ALL OPENINGS 8" IN DIAMETER OR LESS SHALL HAVE AT LEAST 1'-0" CLEAR BETWEEN THE OPENINGS UNLESS APPROVED BY THE ARCHITECT / ENGINEER. 1. PREPARE ALL AREAS OF THE SITE SUPPORTING STRUCTURE BY REMOVING ALL TOP SOIL, EXISTING FILL, ORGANIC MATERIAL, OR FROZEN WET, SOFT, LOOSE OR OTHERWISE UNSUITABLE MATERIALS. PROOF ROLL THE EXPOSED SUB-GRADE BELOW DRIVES, WALLS, AND BUILDING FLOOR SLABS WITH2. BENEATH THE EXPOSED SUB-GRADE. REMOVE ANY UNSUITABLE MATERIAL ENCOUNTERED AND REPLACE WITH PROPERLY COMPACTED GRANULAR FILL MATERIAL. COMPACT SUB-GRADE TO 95% COMPACT ALL FILL MATERIALS BENEATH SLAB-ON-GRADE, SIDEWALKS, AND PAVEMENT, OR OVER3. REQUIREMENTS FOR ENGINEERED FILL SUPPORTING FOOTINGS TO 97% MODIFIED MAXIMUM DRY DENSITY (ASTM D1557). COMPACT ALL BACKFILL NOT SUPPORTING SLAB, PAVEMENT OR FOOTING TO 90% MODIFIED MAXIMUM DRY DENSITY (ASTM D1557). PLACEMENT, COMPACTION, AND MATERIAL USED FOR FILL SHALL BE APPROVED AND OVERSEEN BY THE TESTING AGENCY. COMPACTION FOR ALL FOOTINGS, SLABS AND PAVEMENTS CAN ALTERNATELY BE ALLOWED TO4. MEET 98% STANDARD PROCTOR. MAXIMUM DRY DENSITY IF SUBSTANTIATED BY THE PROJECT SOIL REPORT PROVIDED. PLACE ALL FILL MATERIALS IN LAYERS NOT EXCEEDING 6" IN LOOSE THICKNESS AND NOT MORE5. THAN 4" IN LOOSE THICKNESS FOR MATERIAL COMPACTED BY HAND OPERATED TAMPERS. DENSITY TESTS WILL BE PERFORMED ON EACH LIFT AS REQUIRED TO ENSURE ADEQUATE MOISTURE LEVELS AND COMPACTION ARE ACHIEVED. PLACEMENT, COMPACTION, AND MATERIAL USED FOR FILL SHALL BE APPROVED AND OVERSEEN BY THE TESTING AGENCY. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED MATERIAL. IF UNSUITABLE MATERIAL IS6. ENCOUNTERED, RE-ESTABLISH THE BEARING ELEVATION OF THE FOOTING BY LOCALIZED UNDER- CUTTING AND FILLING WITH SUITABLE ENGINEERED FILL OR CONCRETE AS RECOMMENDED BY THE TESTING AGENCY. A TESTING AGENCY SHALL VERIFY THAT THE SOIL BEARING CAPACITY IS ACCEPTABLE AT EACH7. COLUMN FOOTING AND AT 8'-0" INTERVALS ALONG WALL FOOTINGS AT THE INDICATED BEARING ELEVATIONS. PLACE FOOTINGS THE SAME DAY EXCAVATIONS ARE OPENED. IF THIS IS NOT POSSIBLE, ADEQUATELY8. PROTECT THE EXPOSED MATERIAL IN THE BASES OF THE FOOTING EXCAVATIONS FROM ANY DETRIMENTAL CHANGE IN CONDITION SUCH AS FROM DISTURBANCE, RAIN, OR FREEZING. SURFACE RUNOFF SHALL NOT BE ALLOWED TO ENTER EXCAVATIONS. PLACE ALL FOOTINGS IN WOOD FORMS (UNLESS SPECIFIC APPROVAL IS RECEIVED FROM THE9. ENGINEER OF RECORD). CENTER ALL COLUMN AND WALL FOOTINGS UNDER THE COLUMN OR WALL ABOVE UNLESS10. OTHERWISE INDICATED. TOP AND BOTTOM SUPPORTING SLABS FOR ALL CONCRETE WALLS RETAINING EARTH MUST BE11. PLACED AND HAVE REACHED 75% OF THEIR REQUIRED 28-DAY COMPRESSIVE STRENGTH BEFORE BACKFILLING OPERATIONS BEGIN. ALL CONCRETE WALLS RETAINING EARTH MUST HAVE REACHED 75% OF THE REQUIRED 28-DAY12. COMPRESSIVE STRENGTH BEFORE BACKFILLING OPERATIONS BEGIN. ALL BACKFILL PLACED AGAINST CONCRETE WALLS SHALL BE DRAINAGE FILL MATERIAL.13. PLACE SLAB-ON-GRADE ON 6" OF PROPERLY COMPACTED, DRAINAGE FILL MATERIAL.14. ENGINEERED FILL SHALL BE CLEAN, WELL GRADED AND FREE DRAINING IN ITS COMPACTED STATE.15. THE MATERIAL SHALL BE APPROVED BY THE TESTING AGENCY. IN LIEU OF TESTING AGENCY RECOMMENDATIONS, PROVIDE ONE OF THE FOLLOWING MATERIALS FOR ENGINEERED FILL: DRAINAGE FILL SHALL BE COARSE GRADED CRUSHED STONE OR PIT RUN GRAVEL. MATERIAL MUST16. HAVE 100% PASSING A 1" SIEVE AND A MAXIMUM OF 5% PASSING THE NO.8 SIEVE (INDOT #8 IF CONSTRUCTION OCCURS WITH THE COOLER, WETTER MONTHS, IT SHOULD BE ANTICIPATED THAT17. A COMBINATION OF SOIL AND SEASONAL WEATHER CONDITIONS WILL BE PRESENT DURING CONSTRUCTION THAT WILL RESULT IN SUB-GRADE THAT IS EXCESSIVELY WET, SOFT OR YIELDING. THIS CONDITION MAY BE MITIGATED BY SCARIFYING AND DRYING, OR USING CHEMICAL STABILIZATION (WITH A SUITABLE LIME BY-PRODUCT). A.) THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING WHETHER OR NOT TO EMPLOY SOIL STABILIZATION MEASURES, AND IF SO, FOR DETERMINING WHICH MEASURES ARE MOST APPROPRIATE FOR THIS PROJECT. B.) THE COST OF ANY STABILIZATION MEASURES IS THE RESPONSIBILITY OF THE CONTRACTOR. POSITIVE DRAINAGE OF SURFACE WATER, INCLUDING EXISTING AND NEW BUILDING DOWNSPOUT18. DISCHARGE, SHALL BE MAINTAINED AWAY FROM STRUCTURE FOUNDATIONS TO AVOID WETTING AND WEAKENING OF FOUNDATION SOILS BOTH DURING CONSTRUCTION AND AFTER CONSTRUCTION IS COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR THE IMPLEMENTATION OF ANY APPROPRIATE DEWATERING NEEDED. 1. ALL CONCRETE MATERIALS AND THE MIXING, HANDLING, PLACING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH THE CURRENT BUILDING CODE REQUIREMENTS AND ACI 301, 305, 306, AND 318. DO NOT PLACE DURING RAIN, SLEET OR SNOW WITHOUT ADEQUATE PROTECTION.2. SUBMIT A MIX DESIGN FOR EACH CLASS OF CONCRETE SPECIFIED.3. PROVIDE ADEQUATE TESTING AND REPORTS FOR ALL CLASSES OF CONCRETE FROM AN APPROVED4. TESTING LABORATORY. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CORNERS OF CONCRETE EXCEPT THOSE ABUTTING5. MASONRY. 1. ALL REINFORCING STEEL BENDS, HOOKS, LAP SPLICES AND MINIMUM CONCRETE COVER SHALL CONFORM TO ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL REINFORCED CONCRETE" (ACI 318) UNLESS OTHERWISE INDICATED. SLAB BOLSTERS, HIGH CHAIRS, BEAM BOLSTERS, AND ALL OTHER ACCESSORIES IN CONTACT WITH2. THE FORMS FOR EXPOSED CONCRETE, BOTH INTERIOR AND EXTERIOR, SHALL BE PLASTIC TIPPED. SUCH ACCESSORIES SHALL HAVE TURNED UP LEGS. ALL DETAILS OF REINFORCING STEEL FABRICATION AND PLACEMENT SHALL CONFORM TO ACI3. "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (ACI 315) AND "MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES" (ACI 315R) UNLESS OTHERWISE INDICATED. ALL REINFORCING STEEL SHALL BE SUPPORTED AND SECURED AGAINST DISPLACEMENT IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE'S "MANUAL OF STANDARD PRACTICE". THE SHOP DRAWINGS FOR REINFORCING STEEL INCLUDE 1/4" SCALE ELEVATIONS OF ALL CONCRETE4. WALLS AND BEAMS AND ALL SECTIONS REQUIRED TO MAKE CLEAR THE LOCATION OF THE REINFORCING STEEL. SHOW SLAB BAR SUPPORTS ON SHOP DRAWINGS. USE ONLY #5 BARS WITH INDIVIDUAL HIGH CHAIRS FOR SUPPORT OF THE TOP SLAB BARS. ANCHOR ALL TOP BARS BY STANDARD EMBEDMENT OR 90° HOOK UNLESS OTHERWISE DETAILED. OVERHANGING TAILS SHALL BE SUPPORTED POSITIVELY. ALL CONCRETE REINFORCEMENT MATERIALS SHALL BE NEW, FREE FROM RUST AND ANY SUBSTANCE5. THAT WOULD PREVENT BONDING OF THE CONCRETE TO THE STEEL. 6. CONCRETE REINFORCING SHALL HAVE THE FOLLOWING MINIMUM PROTECTION (U.O.N.): A.) CONCRETE PLACED AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B.) CONCRETE PLACED IN FORMS BUT EXPOSED TO EARTH OR WEATHER 1.) #5 BARS AND SMALLER 1 1/2" #6 BARS AND LARGER 2"2.) C.) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 1.) SLABS, WALLS AND JOISTS a.) #11 BARS AND SMALLER 3/4" b.) #14 AND #18 BARS 1 1/2" 2.) BEAMS, COLUMNS PRIMARY REINFORCEMENT TIES, STIRRUPS, SPIRALS 1 1/2" SET DOWELS, COLUMNS OR PIER MAIN BARS, AND ANCHOR RODS WITH WOOD POSITIONING7. TEMPLATES AT TOP OF FOOTING AND AT FLOOR LEVELS AND BRACE AGAINST DISPLACEMENT. PROVIDE FOOTING DOWELS FOR ALL VERTICAL WALL REINFORCEMENT. DOWELS SHALL BE THE8. SAME SIZE AND SPACING AS THE VERTICAL WALL REINFORCEMENT, UNLESS OTHERWISE NOTED. WITH LAP SPLICES AS INDICATED. POSITION DOWELS FOR VERTICAL WALL REINFORCEMENT IN COLUMN FOOTINGS AND WALL9. FOOTING STEPS WITH 6" MAXIMUM BOTTOM COVER. PROVIDE CLASS 'B' TENSION LAP SPLICES FOR ALL REINFORCEMENT UNLESS OTHERWISE NOTED.10. CLASS 'B' TENSION LAP SPLICE SCHEDULE BAR SIZE #3 BAR LAP LENGTH 19" #4 BAR 25" #5 BAR 31" #6 BAR 37" #7 BAR 54" #8 BAR 62" #9 BAR 70" #10 BAR 79" 1. PROVIDE SCHEDULED LAP LENGTH UNLESS 2. OTHERWISE NOTED ON DRAWINGS. INCREASE LAPS BY 30% FOR HORIZONTAL LAP3. SPLICES WITH MORE THAN 1'-0" OF FRESH CONCRETE PLACED BELOW THE LAPPED BARS. INCREASE LAPS BY 50% FOR EPOXY COATED4. BARS. INCREASE LAPS BY 33% FOR LIGHTWEIGHT5. CONCRETE SPREAD REINFORCING STEEL AROUND SMALL OPENINGS AND SLEEVES IN SLABS AND WALLS11. WHERE POSSIBLE AND WHERE BAR SPACING WILL NOT EXCEED 1.5 TIMES THE NORMAL SPACING. DISCONTINUE BARS AT OPENINGS WHERE NECESSARY AND PROVIDE AN AREA OF REINFORCEMENT EQUAL TO THE INTERRUPTED REINFORCEMENT, IN FULL LENGTH BARS, DISTRIBUTING ONE-HALF EACH SIDE OF THE OPENING. WHERE TEMPERATURE REINFORCING IS INTERRUPTED, ADD (2)-#5 BARS x OPENING DIMENSION + 4'-0" IN THE BOTTOM ON EACH SIDE OF THE OPENING. PROVIDE (2)-#5 DIAGONAL BARS x 4'-0" IN BOTH FACES AT EACH CORNER OF OPENINGS LARGER THAN 12" IN ANY DIRECTION. PROVIDE #4 TOP BARS AT 12" SPACING IN SOLID SLABS OVER SUPPORTS UNLESS OTHERWISE12. SIMILARLY REINFORCED. EXTEND THESE BARS 2'-0" BEYOND EACH SUPPORT FACE, PROVIDING 90° HOOKS AT SPANDREL CONDITIONS. 1. MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 21 OF THE 2012 EDITION OF THE INTERNATIONAL BUILDING CODE AND TMS 402 AND 602. GROUT PROPORTIONS SHALL CONFORM TO ASTM C476. PLACEMENT OF GROUT SHALL CONFORM2. TO TABLE 7 OF THE CURRENT EDITION OF ACI 530.1 "SPECIFICATION FOR MASONRY STRUCTURES". GROUT CMU CORES 2 COURSES BELOW BEARING OF ALL SCHEDULED STEEL LINTELS AS INDICATED IN3. THE STEEL LINTEL SCHEDULE AND 'L' SERIES CMU LINTELS AS SHOWN IN THE CMU LINTEL SCHEDULE. THE SPECIAL LINTEL SCHEDULE AND ALL 'ML' AND 'HL' SERIES CMU LINTELS AS SHOWN ON THE CMU 4. LINTEL SCHEDULE. MASONRY WALLS SHOWN ON ARCHITECTURAL DRAWINGS BUT NOT ON STRUCTURAL MASONRY PLAN 5. UNLESS OTHERWISE NOTED, CENTER ALL VERTICAL REINFORCING IN CMU CORE AND HOLD IN POSITION WITH CAGING DEVICES. SEE TYPICAL DETAILS AND PROJECT MANUAL. 6. THE MINIMUM LENGTH OF LAP FOR REINFORCING IN MASONRY WALLS 8" OR WIDER AND A MAXIMUM OF (1)-BAR IN A CELL SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED: BAR SIZE #3 #4 #5 #6 #7 LAP LENGTH 12" 16" 22" (28" FOR (2)-BARS PER CELL) 42" FOR 8" CMU AND 32" FOR 10" OR WIDER (51" FOR (2)-BARS PER CELL) 60" FOR 8" CMU AND 45" FOR 10" OR WIDER (70" FOR (2)-BARS PER CELL) ALL BOND BEAMS SHALL BE CONTINUOUS AND SHALL BE FILLED WITH GROUT AND REINFORCED7. AS FOLLOWS, UNLESS OTHERWISE NOTED: BOND BEAM 6" CMU 8" CMU 10" CMU 12" CMU REINFORCING (1)-#4 BAR (2)-#5 BARS (2)-#6 BARS (2)-#7 BARS 14" CMU (2)-#7 BARS REINFORCING SHALL BE CONTINUOUS, EXCEPT AT VERTICAL CONTROL JOINTS UNLESS OTHERWISE NOTED. PROVIDE 3/4" DIAMETER x 1'-0" LONG SMOOTH GREASED DOWELS (ONE WRAP PER REBAR) ACROSS CONTROL JOINTS. PROVIDE DOWELS AT CORNERS TO MAINTAIN CONTINUOUS REINFORCING. SEE TYPICAL DETAILS. GROUT SHALL BE PLACED IN THE VERTICAL CORES OF THE MASONRY UNITS UTILIZING THE LOW8. LIFT GROUTING METHOD SET FORTH IN NCMA-TEK 23A. A.) GROUT SHALL COMPLY WITH ASTM C476 (MORTAR OR CONCRETE SHALL NOT BE USED TO FILL CMU CORES). SEE PROJECT MANUAL. B.) WEBS ADJACENT TO CORES TO BE GROUTED SHALL BE MORTARED. MORTAR SHALL BE STRUCK FLUSH WITH THE INSIDE FACE OF CORES TO BE GROUTED. CORES TO BE GROUTED SHALL BE CLEANED OF ALL MORTAR DROPPINGS AND OTHER DEBRIS PRIOR TO GROUTING. C.) THE MAXIMUM HEIGHT OF A GROUT LIFT SHALL BE 4'-0". D.) STOP GROUT POURS 1 1/2" BELOW THE UPPERMOST PORTION OF THE CAVITY BEING FILLED TO PROVIDE A KEY FOR THE NEXT LIFT OR POUR. E.) CONSOLIDATE GROUT BY VIBRATING WITH A MECHANICAL VIBRATOR EACH LIFT. COMPLETELY RECONSOLIDATE GROUT APPROXIMATELY 20 MINUTES AFTER GROUT IS INSTALLED. F.) ALL REINFORCING STEEL SHALL BE IN PLACE AND INSPECTED BEFORE GROUTING AND THERE SHALL BE CONTINUOUS INSPECTION DURING THE GROUTING OPERATION. G.) PLACING REINFORCING AFTER GROUTING IS NOT PERMITTED. IN EXTERIOR WALLS PLACE ONE REINFORCING BAR (SAME SIZE AS IN ADJACENT WALL) IN GROUTED9. CORE EXTENDING FULL HEIGHT OF WALL FOR ALL WINDOW AND DOOR OPENINGS UP TO 8'-0" WIDE. FOR OPENINGS 8'-0" TO 16'-0" WIDE PLACE TWO REINFORCING BARS IN TWO GROUTED CORES EACH SIDE OF OPENING. ALL MASONRY WALLS (INTERIOR AND EXTERIOR) SHALL BE ANCHORED TO STEEL COLUMNS AND10. BEAMS WHICH DIRECTLY ABUT THE ENDS OR SIDES OF THE WALL. MASONRY WALLS SHALL ALSO BE ANCHORED TO STEEL LINTELS. SEE PROJECT MANUAL. PROVIDE ONE VERTICAL REINFORCING BAR (SAME SIZE AS ADJACENT WALL) FULL HEIGHT OF THE11. WALL AT CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, JAMBS, AND EACH SIDE OF CONTROL JOINTS IN ALL INTERIOR AND EXTERIOR WALLS ON FOUNDATIONS UNLESS OTHERWISE NOTED. SUBMIT SHOP DRAWINGS DETAILING ALL REINFORCING STEEL IN REINFORCED MASONRY12. CONSTRUCTION INCLUDING DETAILS OF ALL BENT BARS, VERTICAL REINFORCING AND HORIZONTAL BOND BEAM REINFORCING. INCLUDE PLANS AND ELEVATIONS AS REQUIRED TO CLEARLY SHOW ALL REINFORCING, INCLUDING BOND BEAMS, MASONRY LINTELS, AND ALL VERTICAL BARS. ALL HORIZONTAL JOINT REINFORCING SHALL BE CONTINUOUS THROUGH ALL CORNERS AND13. INTERSECTIONS, EXCEPT AT CONTROL JOINTS. USE PREFORMED CORNER AND INTERSECTION SECTIONS FURNISHED BY JOINT REINFORCING SUPPLIER. ALL LOOSE LINTELS AND CONTINUOUS RELIEF ANGLES SHALL BE HOT-DIP GALVANIZED AND PROVIDE 8" MINIMUM BEARING. 1. STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR STRUCTURAL STEEL BUILDING". SHOP CONNECTIONS, UNLESS OTHERWISE SHOWN, MAY BE EITHER BOLTED OR WELDED. ALL4. FIELD CONNECTIONS SHALL BE BOLTED UNLESS OTHERWISE DETAILED ON THE STRUCTURAL DRAWINGS. BOLTED CONNECTIONS SHALL BE SNUG TIGHTENED JOINTS UNLESS OTHERWISE NOTED. BOLTED5. CONNECTIONS NOT DETAILED ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED BY THE STEEL6. FABRICATOR IN ACCORDANCE WITH THE AISC "STEEL CONSTRUCTION MANUAL". SIMPLE SPAN CONNECTIONS SHALL BE DESIGNED FOR THE REACTIONS INDICATED AT THE BEAM ENDS ON THE FRAMING PLANS. WHERE SUCH REACTIONS HAVE NOT BEEN INDICATED. THE CONNECTIONS SHALL BE DESIGNED FOR ONE-HALF THE BEAM LOAD CAPACITY AS GIVEN IN THE AISC "MAXIMUM TOTAL UNIFORM LOAD TABLE" FOR LATERALLY SUPPORTED BEAMS. CONNECTION ANGLES SHALL BE DOUBLE WEB ANGLES, 5/16" MINIMUM THICKNESS UNLESS OTHERWISE NOTED WITH MINIMUM OF (2)-BOLTS IN EACH ANGLE LEG. FOR ALL BEAMS FRAMING OVER THE TOP OF A COLUMN, PROVIDE 1/4" STIFFENER PLATES EACH7. SIDE OF THE BEAM WEB UNLESS OTHERWISE NOTED ON THE DRAWINGS. BURNING OF HOLES IN STRUCTURAL STEEL SHALL NOT BE ALLOWED WITHOUT APPROVAL OF THE8. ENGINEER. VERIFY LINES, LEVELS, ANCHOR ROD SETTINGS, EMBEDS, GENERAL FIELD CONDITIONS AND9. EXISTING DIMENSIONS PRIOR TO PREPARATION OF SHOP DRAWINGS. REPORT DISCREPANCIES TO THE ENGINEER. GROUT UNDER COLUMN BASE PLATES SHALL BE HIGH-STRENGTH, NON-METALLIC, NON-SHRINK.10. FABRICATE SIMPLE SPAN BEAMS WITH NATURAL OR SPECIFIED CAMBER UPWARD.11. AN APPROVED AND RECOGNIZED TESTING AGENCY SHALL INSPECT THE HIGH STRENGTH BOLT12. INSTALLATION. THE TESTING AGENCY SHALL ALSO VISUALLY INSPECT ALL FIELD WELDS AND SHALL 1. STEEL DECK CONSTRUCTION SHALL CONFORM TO THE STEEL DECK INSTITUTE (SDI) STANDARDS LISTED UNDER DESIGN DATA. ALL DECK SHALL BE THREE OR MORE SPANS CONTINUOUS WHERE POSSIBLE. WHERE THREE2. (3) CONTINUOUS SPANS ARE NOT PROVIDED. THE DECK SUPPLIER SHALL PROVIDE DECK WITH SUFFICIENT GAUGE TO SUPPORT CONSTRUCTION LOADS. ANY SUCH VARIATION IN THE DECK SYSTEM SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. WELDING ALL DECK SHALL BE ACCOMPLISHED BY WELDERS CERTIFIED FOR THE TYPES INVOLVED3. ACCORDING TO THE CURRENT EDITION OF AWS D1.3 "STRUCTURAL WELDING CODE-SHEET STEEL". WELD STEEL ROOF DECK TO EACH SUPPORT AT 12"o.c. AND AT 6"o.c. AT THE ROOF DECK PERIMETER4. UNLESS OTHERWISE NOTED AND IN STRICT COMPLIANCE WITH THE DECK MANUFACTURER'S SPECIFICATIONS AND ERECTION DRAWINGS WELDS SHALL BE AT LEAST 5/8" DIAMETER PUDDLE WELDS OR EQUIVALENT. CONNECT SIDELAPS AT ONE-THIRD POINTS OF SPAN UNLESS NOTED OTHERWISE WITH SELF-TAPPING SCREWS NOT SMALLER THAN #10 OR BY WELDING IF THE DECK IS 18 GAUGE OR HEAVIER. LAP ENDS NOT LESS THAN 2" OVER SUPPORTS. CLEAN ALL SOILED METAL DECK PRIOR TO INSTALLATION.6. A.) ANY UNIT WHOSE ACTUAL WEIGHT IS GREATER THAN THE WEIGHT SHOWN B.) ANY UNIT NOT SHOWN ON THE STRUCTURAL PLANS WHOSE WEIGHT IS GREATER THAN 300 LBS. ON THE PLANS. 1. STEEL JOIST CONSTRUCTION SHALL CONFORM TO THE STEEL JOIST INSTITUTE (SJI) "STANDARD SPECIFICATIONS, LOAD TABLES, AND WEIGHT TABLES FOR STEEL JOISTS AND JOIST GIRDERS". THE JOIST SUPPLIER SHALL VERIFY THE ADEQUACY OF THE SIZES INDICATED FOR ANY JOISTS2. SUBJECTED TO LOADINGS OTHER THAN UNIFORM GRAVITY LOADING, SUCH AS CONCENTRATED LOADS, SNOW DRIFT LOADS OR CONTINUITY FORCES, AS INDICATED ON THE STRUCTURAL DRAWINGS. ANCHOR ENDS OF STEEL JOISTS BEARING ON STEEL SUPPORTS BY WELDING OR BOLTING IN3. ACCORDANCE WITH (SJI) SPECIFICATIONS. FIELD BOLT STEEL JOISTS LOCATED ON OR WITHIN 1'-0" OF COLUMN CENTERLINES TO PROVIDE LATERAL STABILITY DURING CONSTRUCTION. THE JOIST SUPPLIER SHALL PROVIDE STANDARD BRIDGING COMPLYING WITH (SJI) SPECIFICATIONS.4. PROVIDE UPLIFT BRIDGING AS REQUIRED FOR ROOF NET UPLIFT PRESSURE. PROVIDE BOTTOM CHORD EXTENSIONS IN AREAS WITH SUSPENDED CEILING SYSTEM.5. BRIDGING ANCHORED INTO WALLS SHALL BE PROVIDED IN ACCORDANCE WITH THE STEEL JOIST6. INSTITUTE STANDARDS. THE JOIST SUPPLIER SHALL VERIFY THE SIZE (SIZES SHOWN ARE MINIMUM) OF:7. A.) ALL JOISTS ON PLAN SUPPORTING ANY SPECIAL LOAD CONDITION SHOWN ON THE DRAWINGS. B.) ALL SINGLE-PITCHED OR DOUBLE PITCHED ROOF JOISTS. C.) ALL JOISTS WITH SLOPE GREATER THAN 1/2" PER FOOT (SLOPES VARY; PROVIDE SPECIAL SHOES ACCORDINGLY). THE JOIST SUPPLIER SHALL CHECK ALL JOISTS SUPPORTING ANY PART OF A MECHANICAL UNIT8. (ROOF TOP OR HUNG) INDICATED ON THE STRUCTURAL AND / OR MECHANICAL DRAWINGS. JOIST INSTALLATION SHALL BE COMPLETE INCLUDING BRIDGING PRIOR TO APPLYING ANY9. CONSTRUCTION LOADS. WELD STEEL FLOOR DECK TO EACH SUPPORT AT 12"o.c. UNLESS OTHERWISE NOTED AND IN STRICT5. COMPLIANCE WITH THE DECK MANUFACTURER'S SPECIFICATIONS AND ERECTION DRAWINGS. WELDS SHALL BE AT LEAST 5/8" DIAMETER PUDDLE WELDS OR EQUIVALENT. CONNECT SIDELAPS BETWEEN SUPPORTS AT INTERVALS NOT EXCEEDING 36" USING SELF-TAPPING #10 OR LARGER. PROVIDE WELDED WIRE FABRIC REINFORCING FOR ELEVATED CONCRETE FLOOR SLABS ON7. COMPOSITE TYPE METAL DECK. IF NOT OTHERWISE SPECIFIED, WELDED WIRE FABRIC REINFORCING SHALL HAVE A MINIMUM CROSS SECTION AREA OF 0.00075 TIMES THE CROSS SECTIONAL AREA OF CONCRETE ABOVE THE DECK BUT SHALL NOT BE LESS THAN 6x6 W1.4xW1.4 WELD WIRE FABRIC. THE CONTRACTOR SHALL REINFORCE ALL JOISTS WHERE LOADS ARE APPLIED OR MECHANICAL10. EQUIPMENT OR PIPING IS CONNECTED TO A NEW OR EXISTING JOIST AT A LOCATION OTHER THAN A JOIST PANEL POINT. 15. TEST 20% OF ALL FILLET WELDS AND 100% OF ALL PARTIAL AND FULL PENETRATION WELDS. ALL LAPS ARE FOR 4000 PSI CONCRETE OR STRONGER INCREASE LAPS BY 15% FOR 3000 PSI CONCRETE. INCREASE LAPS BY 50% WHERE CLEAR SPACING6. BETWEEN BARS IS LESS THAN (2)-BAR DIAMETERS OR CLEAR COVER IS LESS THAN (1)-BAR DIAMETER. A LOADED DUMP TRUCK TO DETERMINE IF ANY POCKETS OF SOFT, UNSUITABLE MATERIAL EXIST MODIFIED MAXIMUM DRY DENSITY (ASTM D1557). MECHANICALLY COMPACT EACH LAYER TO AT LEAST THE REQUIRED MINIMUM DRY DENSITY. FIELD STANDARD 13/16" DIA. HOLES (U.O.N.) NUTS ASTM A563 HEAVY HEX NUTS WASHERS ASTM F436 TYPE 1 HARDENED CARBON STEEL WASHERS OR ASTM F959 TYPE 1 DIRECT TENSION INDICATOR WASHERS AND STANDARDS) I.) COLD FORMED METAL FRAMING: AISI'S "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" (AISI S100-12). 1. INSTALLERS OF DRILLED IN ADHESIVE ANCHORS SHALL BE CERTIFIED BY AN ACI OR CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM OR SHALL BE TRAINED ON SITE BY THE ADHESIVE ANCHOR MANUFACTURER SPECIFICALLY FOR THE PROJECT. A.) CLASS 'A' CONCRETE. B.) WELL GRADED MIXTURE OF GRAVEL OR CRUSHED STONE AND NATURAL OR CRUSHED SAND, ASTM D2940, WITH 100% PASSING 1 1/2" SIEVE AND NOT MORE THAN 10% PASSING FOOTINGS TO 95% MODIFIED MAXIMUM DRY DENSITY (ASTM D1557). INCREASE THE COMPACTION THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AFTER THE BUILDING IS COMPLETE. IT IS3. THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE STABILITY AND SAFETY DURING CONSTRUCTION. THIS INCLUDES BUT IS NOT LIMITED TO, THE ADDITION OF SHEETING, SHORING, TEMPORARY BRACING, GUYS, AND TIE-DOWNS. THE CONTRACTOR SHALL PROVIDE SHORING AND BRACING NECESSARY TO PROTECT EXISTING AND ADJACENT STRUCTURES. STRUCTURAL DOCUMENTS SHALL BE USED WITH OTHER CONSTRUCTION DOCUMENTS, INCLUDING4. ARCHITECTURAL, M.E.P., AND SITE DOCUMENTS. COORDINATE WITH THESE DOCUMENTS, ALL FLOOR AND ROOF OPENINGS, DEPRESSIONS, AND SLOPES, ETC. ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT / ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING CONSTRUCTION LOADS SUCH THAT THESE5. LOADS DO NOT EXCEED THE DESIGN LIVE LOADS NOTED ABOVE. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AS REQUIRED DURING CONSTRUCTION TO SUPPORT CONSTRUCTION LOADS UNTIL SUCH TIME THAT THE STRUCTURE IS ABLE TO SUPPORT THE DESIGN LIVE LOADS NOTED. 2. 3. 4. 5. C.) D.) MECHANICAL FASTENERS MAY BE SUBSTITUTED FOR WELDED DECK ATTACHMENT. THE CONTRACTOR8. SHALL SUBMIT DESIGN CALCULATIONS DOCUMENTING THAT THE PROPOSED MECHANICAL FASTENERS PROVIDE EQUIVALENT DIAPHRAGM AND UPLIFT STRENGTH TO THE SPECIFIED WELDS. DO NOT SUSPEND PIPING, CONDUIT, DUCTWORK, LIGHTING, OR OTHER LOADS DIRECTLY FROM8. STEEL DECK. DO NOT INSTALL ELECTRICAL CONDUIT IN ELEVATED SLABS, OR SLAB-ON-GRADE UNLESS APPROVED9. BY THE ENGINEER. HANGER TYPE CONNECTIONS, WHERE BOLTS ARE PLACED IN TENSION, AND BOLTED CONNECTIONS IN STRUCTURES SUPPORTING VIBRATING OR ROTATING MACHINERY SHALL BE PRE-TENSIONED JOINTS. BOLTED CONNECTIONS WITH OVERSIZED OR SLOTTED HOLES, BOLTED DIAGONAL BRACING CONNECTIONS, AND BOLTED CRANE RAIL CONNECTIONS SHALL BE SLIP CRITICAL JOINTS, USE 3/4" DIAMETER BOLTS WITH STANDARD 13/16" DIAMETER HOLES, UNLESS OTHERWISE DETAILED ON THE STRUCTURAL DRAWINGS. ALL SLIP CRITICAL JOINTS SHALL HAVE LOAD INDICATING WASHERS (OR TWIST OFF TENSION CONTROL BOLTS), AND MUST NOT HAVE PAINT OR FOREIGN MATERIAL BETWEEN THE CONTACTING SURFACES OF THE CONNECTIONS. BOLTED CONNECTION SHALL CONFORM TO "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS" AS APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS, LATEST EDITION. A NO.200 SIEVE. FOUNDATION FROST DEPTH 30 IN A.) STEEL ROOF DECK SHALL BE 1 1/2" STANDARD WIDE RIB DECK (WR20), GALVANIZED B.) 20 GAGE CONFORMING TO THE STEEL DECK INSTITUE SPECIFICATIONS AND COMMENTARY. STEEL ROOF DECK SHALL BE 3" STANDARD WIDE RIB DECK (WR16), GALVANIZED 16 GAGE CONFORMING TO THE STEEL DECK INSTITUE SPECIFICATIONS AND COMMENTARY. D.) ACOUSTICAL STEEL ROOF DECK SHALL BE 3" STANDARD WIDE RIB DECK (WR16A), GALVANIZED 16 GAGE CONFORMING TO THE STEEL DECK INSTITUTE SPECIFICATIONS ROOF DECK: FLOOR DECK: A.) STEEL FLOOR DECK SHALL BE 1 1/2" DEEP GALVANIZED RIBBED COMPOSITE STEEL DECKING, 20 GAGE CONFORMING TO THE STEEL DECK INSTITUTE. TYPICAL ALL C.) ACOUSTICAL STEEL ROOF DECK SHALL BE 1 1/2" STANDARD WIDE RIB DECK (WR20A), COMMENTARY. (THREE OR MORE SPAN LOADING CONDITIONS). TYPICAL ALL ROOF AREAS UNLESS OTHERWISE NOTED. GALVANIZED 20 GAGE CONFORMING TO THE STEEL DECK INSTITUTE SPECIFICATIONS AND AND COMMENTARY. (THREE OR MORE SPAN LOADING CONDITIONS). STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORANCE WITH THE2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION'S "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AND THE PROJECT MANUAL. SEE PROJECT MANUAL FOR SHOP DRAWING REQUIREMENTS. ALL JOISTS AND BEAMS BEARING ON MASONRY REQUIRE MASONRY BEARING PLATES.3. SEE PROJECT MANUAL FOR MANDATORY INSPECTION REQUIREMENTS FOR MASONRY CONSTRUCTION.14. IN LIEU OF LAP SPLICES, PROVIDE TYPE 2 MECHANICAL SPLICES PER 21.2.6.1 OF ACI 318. GROUT CMU CORES FULL HEIGHT BELOW BEARING OF SPECIAL LINTELS (SL-1, ETC.) AS INDICATED IN SHALL HAVE HORIZONTAL JOINT REINFORCING AS REQUIRED BY THE PROJECT MANUAL. THE INDEPENDENT TESTING LABORATORY SHALL VERIFY AND REPORT THE PLACEMENT OF7. REINFORCING STEEL IN ALL CONCRETE STRUCTURES TO INCLUDE BAR SIZE AND GRADE, MEASURED LAP, SPACING, AND CONCRETE COVER. COORDINATE WITH THE PROJECT MANUAL FOR INSTALLATION OF ALL REQUIRED SLEEVES,19. INSERTS, ETC. ALL PIPES BURRIED IN THE SOIL THAT CROSS FOOTINGS/FOUNDATIONS SHALL PASS THROUGH THE20. FOUNDATION WALL OR BELOW FOOTING (NOT THROUGH FOOTING). WHERE PIPE ELEVATION CONFLICTS WITH FOOTING, STEP FOOTING DOWN AT 1:2 SLOPE EACH SIDE OF PIPE. COARSE AGGREGATE). FLOOR AREAS UNLESS OTHERWISE NOTED. DESIGN SPECTRAL RESPONSE COEFFICIENTS, S 0.167 DESIGN SPECTRAL RESPONSE COEFFICIENTS, S 0.081 ALL CONCRETE EXPOSED TO WEATHER, PERMANENT OR TEMPORARY, SHALL BE AIR ENTRAINED6. EXCEPT SLABS WITH A TROWEL FINISH. DESIGN DATA:MATERIALS: SPECIAL NOTES: EXISTING CONDITIONS: COORDINATE WITH OTHER TRADES: FOUNDATIONS AND EARTHWORK: CONCRETE: REINFORCING STEEL: NOTES: STRUCTURAL MASONRY: STRUCTURAL STEEL: STEEL DECK: STEEL JOISTS: POST INSTALLED ANCHORS: REINFORCING STEEL (CONT.): COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN WWW.FHAI.COM ARCHITECT NEW ADDITIONUNIT A UNIT B 3/15/2021 10:10:16 AMC:\Users\jriley\Documents\2020-514_Carmel ESC_Strc (V19)_jriley@tlf-engineers.com.rvtPROJECT NUMBER: 220144.00 EDUCATIONAL SERVICES CENTER ADDITION AND REMODELING CARMEL CLAY SCHOOLS 5055 EAST 131ST STREET CARMEL, INDIANA GENERAL NOTES S0.01 PROJECT ISSUE DATE: March 15, 2021 Construction Documents DRAWN BY: JDR 317-848-0966 350 East New York Street, Suite 300, Indianapolis, IN 46204 PLANNORTHA ET NOF ENESSIONL GI EPERRRA STDHD0VIRA.020414 ANINIDA STATE OFEERNo.DREGSIT e REV. NO.DESCRIPTION DATE PLAN NOTES: 1. REFERENCE ELEVATION = TOP OF EXISTING FINISH FLOOR = 100'-0" (779.75' U.S.G.S.). 2. TOP OF FOOTING (T/FOOTING) ELEVATION = 99'-0" (U.O.N.). 3. (XX'-X") INDICATES TOP OF FOOTING ELEVATION. FOUNDATION PLAN NOTES: 1. SEE SHEET S0.01 GENERAL NOTES. 2. SEE S3.01 THROUGH S3.03 FOR FOUNDATION DETAILS. TYPICAL DETAILS MAY NOT BE CUT ON PLANS, BUT APPLY UNLESS OTHERWISE NOTED. 3. CENTER WALL FOOTINGS UNDER WALLS UNLESS NOTED OTHERWISE. 4. FX, EFX INDICATES FOUNDATION F"X" OR EF"X". SEE FOUNDATION SCHEDULE ON S3.01. 5. ETF-X INDICATES EXTERIOR TRENCH FOOTING ETF-"X". SEE TYPICAL EXTERIOR TRENCH FOOTING DETAIL ON S3.01. 6. WF-X, INDICATES INTERIOR WALL FOOTING WF-"X". TYPICAL INTERIOR WALL FOOTING DETAIL ON S3.01. 7. GBX INDICATES GRADE BEAM. SEE TYPICAL GRADE BEAM DETAIL ON S3.01. 8. P1, P2, ETC. INDICATES CONCRETE PIER. SEE TYPICAL PIER DETAIL ON S3.01. 9. SEE S3.01 FOR TYPICAL INTERIOR COLUMN FOOTING DETAIL 10. SEE 2-S3.03 FOR TRENCH FOOTING RECESS AT DOWNSPOUTS. 11. F.S. INDICATES STEPPED FOOTING. SEE S3.02 FOR DETAILS. (INDICATES TOP OF FOOTING ELEVATION) 12. SEE 10-S3.01 FOR TYPICAL COLUMN BASE. 13. SEE 8-S3.01 FOR TYPICAL BASE PLATE. 14. FOOTINGS MAY BE EARTH-FORMED WHERE COHESIVE SOILS EXIST AT FOUNDATION ELEVATION. REFER TO THE PROJECT MANUAL. THE CONTRACTOR SHALL INCLUDE IN HIS BID FORMING OF FOOTINGS WHERE REVIEW OF THE GEOTECHNICAL ENGINEERING REPORT INDICATES EARTH-FORMING MAY NOT BE POSSIBLE. 15. VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND PLUMBING LINES. SEE SHEET S3.02 FOR REQUIREMENTS WHEN PLUMBING LINES CROSS FOUNDATIONS AT ALL ELEVATIONS. 16. SEE 6-S3.03 FOR TYPICAL SLAB ON GRADE. 17. SEE 7-S3.03 FOR SLAB ISOLATIONS. 18. SEE THE PROJECT MANUAL FOR CONTRACTION AND CONSTRUCTION JOINT SPACING. THE CONTRACTOR IS ENCOURAGED TO SUBMIT A SLAB PLAN SHOWING ALTERNATE SPACINGS AND LOCATIONS THAT ADAPTS TO THEIR PLANNED CONSTRUCTION SEQUENCE. 19. SEE ARCHITECTURAL PLANS FOR RAISED LOCKER BASES. 20. F.T. INDICATES FOOTING TRANSITION. SEE 8-S3.03. 21. LEGEND: INDICATES MASONRY WALL SUPPORTED ON FOOTING. INDICATES THICKENED SLAB. SEE 6C-S3.03. XF X21X20X18 X16 X16 X17 X17 X19 X19 XQ XM XJ XG A B 19.5 2' - 0"8' - 6"2' - 4"19' - 4"4' - 2"7' - 2"16' - 4"1' - 0" 20.2 21.1 21.2 21.5 23' - 6"23' - 6" 21.9 21.920.1 10' - 10"1' - 0"21' - 9"24' - 6"1' - 6"11"C3 1/4"2 3/4"3 1/4"2 3/4" ETF-2.5 ETF-2.510' - 10"23' - 6"23' - 6" F3-4 F3-7 F3-8 F2.5-5 F5 F5.5 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8HSS4X4X3/8HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 2"11" A195A194A193A192A191 A196 A197 A198 A199 A183 A182DA137 A138 A138A A190A189 A129 FACE OF EXISTING GRADE BEAM (1'-8" WIDE x 3'-0" DEEP T/GRADE BEAM EL.= 99'-4") X22 EXISTING FOUNDATION 9" 1' - 3" 4' - 4"3' - 0"17' - 4"3' - 2" HSS6X4X1/4 HSS6X4X1/4 WF-2 WF-29 S3.03 FACE OF BRICK 4' - 0"28' - 0"28' - 0" 4' - 0" 4" 1' - 0" 4' - 0" 2' - 8" WALL OPENING 18' - 0"2' - 10" 4" 8 S3.01 (TYP.) NEW FOOTING (SEE SECTION) S4.01 9 COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN WWW.FHAI.COM ARCHITECT NEW ADDITIONUNIT A UNIT B 3/15/2021 10:10:20 AMC:\Users\jriley\Documents\2020-514_Carmel ESC_Strc (V19)_jriley@tlf-engineers.com.rvtPROJECT NUMBER: 220144.00 EDUCATIONAL SERVICES CENTER ADDITION AND REMODELING CARMEL CLAY SCHOOLS 5055 EAST 131ST STREET CARMEL, INDIANA FOUNDATION PLAN -NEW ADDITION S1.01 PROJECT ISSUE DATE: March 15, 2021 Construction Documents DRAWN BY: JDR 317-848-0966 350 East New York Street, Suite 300, Indianapolis, IN 46204 NORTH PLANNORTH1/8" = 1'-0" FOUNDATION PLAN - NEW ADDITION A ET NOF ENESSIONL GI EPERRRA STDHD0VIRA.020414 ANINIDA STATE OFEERNo.DREGSIT e REV. NO.DESCRIPTION DATE PLAN NOTES: 1. SEE SHEET S0.01 GENERAL NOTES. 2. SEE 3.03, S3.04 AND S4.01 THROUGH S4.04 FOR TYPICAL SLAB AND MASONRY DETAILS. TYPICAL DETAILS MAY NOT BE CUT ON PLANS, BUT APPLY UNLESS OTHERWISE NOTED. 3. REFERENCE ELEVATION = TOP OF EXISTING FINISH FLOOR = 100'-0" (779.75' U.S.G.S.). 4. L, ML, SML INDICATES MASONRY LINTEL. SEE SHEET S4.04. 5. LBX INDICATES STEEL ANGLE LINTEL. SEE SHEET S4.04. 6. WX INDICATES REINFORCED MASONRY WALL. SEE MASONRY WALL PANEL SCHEDULE ON SHEET S4.01. 7. SEE THE PROJECT MANUAL FOR CONTRACTION AND CONSTRUCTION JOINT SPACING. THE CONTRACTOR IS ENCOURAGED TO SUBMIT A SLAB PLAN SHOWING ALTERNATE SPACINGS AND LOCATIONS THAT ADAPTS TO THEIR PLANNED CONSTRUCTION SEQUENCE. 8. SEE ARCHITECTURAL PLANS FOR RAISED LOCKER BASES. 9. LEGEND: INDICATES SLAB DEPRESSION FROM FINISHED FLOOR ELEVATION. SEE THE PROJECT MANUAL FOR REQUIRED DEPRESSION. INDICATES MASONRY WALL SUPPORTED ON FOOTING. INDICATES THICKENED SLAB. SEE 6C-S3.03. XF X21X20X18 X16 X16 X17 X17 X19 X19 XQ XM XJ XG A B 19.5 20.2 21.1 21.2 21.5 21.9 21.920.1 C 2' - 0"8' - 6"2' - 4"19' - 4"4' - 2"7' - 2"16' - 4"1' - 0" 23' - 6"23' - 6"10' - 10"1' - 0"21' - 9"24' - 6"1' - 7"10"A195A194A193A192A191 A196 A197 A198 A199 A183 A182DA137 A138 A138A A190A189 A129 10' - 10"23' - 6"23' - 6"2"10" X22 4" CONCRETE SLAB-ON- GRADE REINFORCED WITH 6x6-w2.9xW2.9 WWF W3W2 W18" 1' - 4" S4.01 9 3' - 0"17' - 4"3' - 2" L12 LB4 LB7LB7LB7LB7LB7LB7LB7 LB7EXISTING CMU WALL FACE OF EXISTING BRICK FACE OF BRICK 8 S3.01 C15X33.9 C15X33.9 C3S3x5.7 NEEDLE BEAM (TYP.) W12X30 W12X30 4' - 0"28' - 0"28' - 0"LB4L8LINTEL FOR LOUVER ABOVE EDGE OF SLAB (TYP.) COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN WWW.FHAI.COM ARCHITECT NEW ADDITIONUNIT A UNIT B 3/15/2021 10:10:23 AMC:\Users\jriley\Documents\2020-514_Carmel ESC_Strc (V19)_jriley@tlf-engineers.com.rvtPROJECT NUMBER: 220144.00 EDUCATIONAL SERVICES CENTER ADDITION AND REMODELING CARMEL CLAY SCHOOLS 5055 EAST 131ST STREET CARMEL, INDIANA SLAB AND MASONRY PLAN -NEW ADDITION S1.02 PROJECT ISSUE DATE: March 15, 2021 Construction Documents DRAWN BY: JDR 317-848-0966 350 East New York Street, Suite 300, Indianapolis, IN 46204 PLANNORTHNORTH 1/8" = 1'-0" SLAB AND MASONRY PLAN - NEW ADDITION A ET NOF ENESSIONL GI EPERRRA STDHD0VIRA.020414 ANINIDA STATE OFEERNo.DREGSIT e REV. NO.DESCRIPTION DATE PLAN NOTES: 1. REFERENCE ELEVATION = TOP OF EXISTING FINISH FLOOR = 100'-0" (779.75' U.S.G.S.). 2. TOP OF STEEL (T/STEEL) ELEVATION = 112'-10 1/2" (U.O.N.). FRAMING PLAN NOTES: 1. SEE SHEET S0.01 GENERAL NOTES. 2. SEE DRAWINGS S5.01 THROUGH S5.03 FOR STEEL FRAMING DETAILS. TYPICAL DETAILS MAY NOT BE CUT ON PLANS BUT APPLY UNLESS OTHERWISE NOTED. 3. SEE S5.02 FOR TYPICAL STEEL FRAMING CONNECTIONS. 4. SEE S4.01 FOR MASONRY WALL BRACING REQUIREMENTS 5. PROVIDE MINIMUM L3x3x1/4 (U.O.N.) ROOF EDGE SUPPORT ANGLES AT ALL ROOF EDGES AND ROOF EXPANSION JOINTS.PT4HG4(**) INDICATES ROOF JOIST REQUIRING ADDITIONAL JOST LOAD FOR HVAC UNIT TO HANG FROM BOTTOM CHORD. SEE MECHANICAL DRAWINGS FOR FINAL LOCATION ANDLOADS. SEE TYPICAL DETAILS FOR HANGER. (S) INDICATES SLOPED BEAM. ELEVATIONS AT ENDS ARE TOP OF SLOPED BEAM AT CENTERLINE COLUMN OR AT INTERSECTION WITH OTHER BEAMS. (E) INDICATES EXISTING FRAMING MEMBER. BP INDICATES BEARING PLATE. SEE BEARING PLATE SCHEDULE. (T) INDICATES TRANSFER BEAM - A BEAM WHICH SPANS BETWEEN TWO POINTS OF SUPPORT AND SUPPORTS ANOTHER BEAM OR COLUMN. PT4, PT6, ETC INDICATES POST - A COLUMN WHICH BEARS ON TOP OF A BEAM. HG4, HG6, ETC INDICATES HANGER - A COLUMN WHICH IS SUPPORTED FROM THE BOTTOM OF A BEAM. (TCX) INDICATES THAT THE TOP CHORD OF THE JOIST IS TO BE EXTENDED. (SEE PLAN FOR LENGTH) (DJB) INDICATES DEEP JOIST BEARING. (BC) INDICATES BOLTED CONNECTION AT JOIST BEARING. INDICATES BEAM SPLICE. SEE TYPICAL STEEL FRAMING DETAILS 2F. RV INDICATES FRAME REQUIRED FOR ROOF VENT. SEE TYP OPENING FRAME (RV). (VERIFY LOCATION WITH ROOF PLAN) RD INDICATES FRAME REQUIRED FOR ROOF DRAIN. SEE TYP OPENING FRAME (RD). (VERIFY LOCATION WITH ROOF PLAN) RH INDICATES FRAME REQUIRED FOR ROOF HATCH. SEE TYP OPENING FRAME(RH). INDICATES DIRECTION OF 1 1/2" ROOF DECK SPAN (WR20, U.O.N.). INDICATES BEAM MOMENT CONNECTION. BEAM LEGEND: INDICATES THAT THE W12x16 BEAM IS LEVEL WITH THE TOP FLANGE AT ELEVATION 110'-8 1/2" WITH A 10 KIP REACTION AT EACH END. THE 'PT4' INDICATES A POST; A COLUMN BEARING ON THE TOP FLANGE OF THE BEAM BELOW. THE 'HG4' INDICATES A HANGER; A COLUMN BOLTED TO THE BOTTOM FLANGE OF THE BEAM INDICATED. SEE PLANS FOR POST AND HANGER MARKS. INDICATES THAT THE W12x16 BEAM IS SLOPED WITH THE TOP OF ITS FLANGE AT ELEVATION 110'-0" AND ELEVATION 110'-11", RESPECTIVELY, AT THE CENTERLINE OF THE TWO COLUMNS. THE BEAM FRAMES OVER THE TOP OF THE RIGHT COLUMN AND INTO THE SIDE OF THE LEFT COLUMN. 10k10k W12x16 W12x16 W12x16 (S) (110'-8 1/2")HG4PT4(110'-0)(110'-11")R XF X21X20X18 X16 X16 X17 X17 X19 X19 XQ XM XJ XG A B 19.5 20.2 21.1 21.2 21.5 21.9 21.920.1 C 14K5 (E) 14K5 (E) 14K5 (E) 14K5 (E)W12x16 (E)W14x22 (E)14K5 (E) 14K5 (E) 14K5 (E) 14K5 (E) 14K5 (E) 14K5 (E) 14K5 (E) 14K5 (E) W12x14 (E) W12x14 (E) W12X19 (E)W14x22 (E)W12x16 (E)3' - 0"W14X30W14X30W14X30W14X22 W14X22 W14X22 W14X22 W16X31W16X31 W14X53W14X53W16X31W16X31W14X30W16X31W14X22 W16X31 W14X22 W14X22 16K516K510K1 (TCX) 16K516K5 (**)10K1 (TCX) 16K516K5 (**)10K1 (TCX) 16K516K510K1 (TCX) 16K516K510K1 (TCX) 16K516K510K1 (TCX) 16K516K510K1 (TCX) 2' - 0"8' - 6"2' - 4"19' - 4"4' - 2"7' - 2"16' - 4"21' - 9"24' - 6"2' - 5"3' - 9"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"4' - 0"2' - 6"(112' -8")(112' -8")(112' -8")(112' -8")(112' -8")(112' -8")(112' -8")(112' -8")RD RR10' - 10"23' - 6"23' - 6"2" X22 11 S5.01 (TYP.) 1' - 2" TCX 12 S5.01 11 S5.01 8 S3.01 4' - 0"28' - 0"28' - 0" 23' - 6"23' - 6"10' - 10" RD COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN WWW.FHAI.COM ARCHITECT NEW ADDITIONUNIT A UNIT B 3/15/2021 10:10:28 AMC:\Users\jriley\Documents\2020-514_Carmel ESC_Strc (V19)_jriley@tlf-engineers.com.rvtPROJECT NUMBER: 220144.00 EDUCATIONAL SERVICES CENTER ADDITION AND REMODELING CARMEL CLAY SCHOOLS 5055 EAST 131ST STREET CARMEL, INDIANA ROOF FRAMING PLAN -NEW ADDITION S2.01 PROJECT ISSUE DATE: March 15, 2021 Construction Documents DRAWN BY: JDR 317-848-0966 350 East New York Street, Suite 300, Indianapolis, IN 46204 PLANNORTHNORTH 1/8" = 1'-0" ROOF FRAMING PLAN - NEW ADDITION A ET NOF ENESSIONL GI EPERRRA STDHD0VIRA.020414 ANINIDA STATE OFEERNo.DREGSIT e REV. NO.DESCRIPTION DATE 3'-0" x 3'-0" x 1'-0"F3 (4)-#5 EACH WAY - 2'-6" x 5'-0" x 1'-2"F2.5-5 - - MARK SIZE REINFORCING STEEL FOUNDATION SCHEDULE BOTTOM TOP REMARKS (L x W x H) 4'-0" x 4'-0" x 1'-0"F4 - - 5'-0" x 5'-0" x 1'-2"F5 - - - -6'-0" x 6'-0" x 1'-3"F6 - - 7'-0" x 7'-0" x 1'-6"F7 - - 8'-0" x 8'-0" x 1'-6"F8 - - 9'-0" x 9'-0" x 2'-0"F9 - - (5)-#5 EACH WAY (6)-#5 EACH WAY (7)-#5 EACH WAY (8)-#6 EACH WAY (9)-#6 EACH WAY (11)-#6 EACH WAY 10'-0" x 10'-0" x 2'-0"F10 - -(12)-#6 EACH WAY FOUNDATION SCHEDULE NOTES: 1.ALL FOUNDATIONS SHALL BE CLASS 'B' CONCRETE. 2.SEE CONCRETE COLUMN AND/OR PIER SCHEDULES FOR DOWELS AT COLUMNS. 3.SEE TYPICAL SECTIONS FOR WALL REINFORCEMENT DOWELS. 4.EXTERIOR COLUMN FOOTINGS (EFX) TO HAVE SAME LENGTH AND WIDTH AS SHOWN IN TABLE. SEE TYPICAL EXTERIOR FOOTING AT COLUMN DETAIL 1-S3.03 FOR THICKNESS. 7'-0" x 2'-0" x 1'-6"F7-2 (7)-#6 TRANS. BARS (3)-#6 LONG. BARS 4'-6" x 4'-6" x 1'-0"F4.5 - -(5)-#5 EACH WAY 5'-6" x 5'-6" x 1'-3"F5.5 (6)-#5 EACH WAY 3'-0" x 4'-0" x 1'-0"F3-4 -(5)-#5 TRANS. (4)-#5 LONG. -3'-0" x 7'-0" x 1'-2"F3-7 -(7)-#6 TRANS. (4)-#6 LONG. -3'-0" x 8'-0" x 1'-4"F3-8 -(8)-#6 TRANS. (4)-#6 LONG. (5)-#5 TRANS. (4)-#5 LONG. -- - WF-2 DIMENSIONS FTG MARK 2'-0"(3)-#5 BARS CONT. LONGITUDINAL TRANSVERSE WF-4 "W" 4'-0" REINFORCING (5)-#6 BARS CONT. #4 BARS AT 24"o.c. INTERIOR WALL FOOTING SCHEDULE 1'-0" "T" 1'-4" WF-6 6'-0"(7)-#6 BARS CONT.2'-0" #5 BARS AT 24"o.c. #5 BARS AT 12"o.c. WF-3 3'-0"(4)-#5 BARS CONT.1'-2"#4 BARS AT 24"o.c. "W""T"3" CLR.REINFORCING T/FOOTING EL.= (SEE PLAN) T/SLAB EL.= (SEE PLAN) SLAB-ON-GRADE (SEE PLAN) CMU WALL REINFORCING (SEE PLAN) CMU WALL (SEE PLAN) DOWELS TO MATCH SIZE AND SPACING OF VERTICAL WALL REINFORCING (SEE SCHEDULE) CENTER ON WALL 1/2" EXPANSION JOINT WITH SEALANT WF-5 5'-0"(6)-#6 BARS CONT.1'-6"#5 BARS AT 24"o.c. WF-4.5 4'-6"(5)-#6 BARS CONT.1'-4"#5 BARS AT 24"o.c. WF-2.5 2'-6"(4)-#5 BARS CONT.#4 BARS AT 24"o.c.1'-0" NOTES: 1.PROVIDE PARTIAL HEIGHT STARTER COURSE AS REQUIRED. 2.MASONRY COURSING SHALL MATCH TOP OF SLAB ELEVATION UNLESS OTHERWISE NOTED. 3.FULLY GROUT ALL MASONRY CELLS BELOW THE TOP OF SLAB ELEVATION.SEE3" CLR.T/SLAB 3" CLR.SCHEDULEEL.= VARIES 2" NON-SHRINK GROUT COLUMN (SEE PLAN) SLAB-ON-GRADE OVER COMPACTED GRANULAR ISOLATION JOINT POCKET SLAB AS REQUIRED SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING INFORMATION (SEE PLAN) T/FOOTING EL.= VARIES (SEE PLAN) FILL NOTE: 1.ALL STEEL BELOW TOP OF SLAB SHALL BE COATED WITH COLD APPLIED ASPHALT MASTIC. COLUMN BASE A ASTEEL COLUMN 3/4" DIA. ANCHOR BOLTS (UON) (4 TOTAL)1" BASE PLATE HSS10x10 HSS8x8 HSS7x7 HSS6x6 HSS5x5 HSS4x4 COLUMN SIZE MARK A B C 16" 14" 13" 12" 11" 10" 8" 7" 6 1/2" 6" 5 1/2" 5" 6 1/2" 5 1/2" 5" 4 1/2" 4" 3 1/2"BBBB CC CC6" MIN. PROJECTION2" NON-SHRINK GROUT1" BASE PLATE (UON)6" MIN. PROJECTION1 3/4" NON-SHRINK GROUT1/4" SETTING PLATE1" BASE PLATE (UON)9" (UON)9" (UON)COAT WITH BITUMINOUS COATING ALL STEEL ENCASED IN CONCRETE AND/OR MASONRY BELOW ADJACENT SLAB ON GRADE NOTE: 3/4" DIA. ANCHOR BOLTS (TYP) 3/4" DIA. ANCHOR BOLTS (TYP) 3/4" DIA. ANCHOR BOLTS (TYP) w/ DOUBLE NUTS AND WASHERS 3/4" DIA. ANCHOR BOLTS (TYP) w/ DOUBLE NUTS AND WASHERS COAT WITH BITUMINOUS COATING ALL STEEL ENCASED IN CONCRETE AND/OR MASONRY BELOW ADJACENT SLAB ON GRADE NOTE: SETTING PLATE METHOD DOUBLE NUT METHOD COLUMN CENTERLINE STEEL COLUMN SEE FDN PLAN COLUMN CENTERLINE STEEL COLUMN SEE FDN PLAN EL. TOP PIER OR FOOTING EL. TOP PIER OR FOOTING 1" BASE PLATE STEEL COLUMN 3/4" DIA. ANCHOR BOLTS (4 TOTAL) CENTERLINE COLUMN #3 TIES AT 1'-0" C TO C (UON) 3-#3 TIES STANDARD HOOK #6 DOWELS (8 TOTAL) COLUMN BASE CENTERLINE COLUMN AND PIER STEEL COLUMN SEE PLAN EL. TOP FOOTING SEE PLAN EL. FIN FLR SEE ARCH PLANS U.O.N.EQ.U.O.N.EQ.'B''A' U.O.N. EQ. U.O.N. EQ.1'-4" (OUN)6"SEE PLAN FOOTING SIZE AND REINFORCING 1'-8" PLAN P1 COLUMN SIZE MARK A B 2'-0" P2 1'-8" P4 1'-8"2'-0" REMARKS SEE TYPICAL PIER AT GRADE BEAM DETAIL 6-S3.01 FOR MORE INFORMATION. P3 2'-0" 2'-0" 1'-8" 2'-8" NOTE: CENTER PIER ON COLUMN UNLESS OTHERWISE NOTED(SEE PLAN). SECTION P5 1'-4"1'-10"COLUMN OFFSET ON PIER.12" AT P5 10" AT P5 6" AT P5 10" AT P5 COLUMN OFFSET ON PIER. NOTES: 1.SEE FOUNDATION PLAN FOR PIER OFFSET (U.O.N.). ETF-2 DIMENSIONS FTG MARK 2'-0"(2)-#6 BARS CONT. TOP BOTTOM ETF-3 "W" 3'-0" REINFORCING (3)-#6 BARS CONT. (3)-#6 BARS CONT. (4)-#6 BARS CONT. EXTERIOR TRENCH FOOTING SCHEDULE ETF-2.5 2'-6"(3)-#6 BARS CONT.(4)-#6 BARS CONT. "W" CENTER ON WALL T/FOOTING EL.= (SEE PLAN) T/SLAB EL.= (SEE PLAN)1'-6"2'-8" (MIN.)3" CLR. (TYP.) SLAB-ON-GRADE (SEE PLAN) 1/2" PREMOLDED JOINT FILLER WITH SEALANT SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING INFORMATION EXTERIOR GRADE OR EXTERIOR CONCRETE STOOP (SEE SITE) CMU WALL (SEE PLAN) CMU WALL REINFORCING (SEE PLAN) FIELD GEOTECHNICAL ENGINEER TO VERIFY BOTTOM OF FOOTING ELEVATION AND BEARING CAPACITY WITH GEOTECHNICAL ENGINEERING REPORT DOWELS TO MATCH WALL REINFORCING #3 TIES AT 48"o.c. GRID LINE (SEE PLAN) DRAINAGE FILL NOTES: 1.USE CONCRETE BRICK ABOVE FOUNDATION WALL TO MAINTAIN FACE BRICK AT GRADE. 2.SEE PLAN FOR WALL FOOTING MARK AND TOP OF FOOTING ELEVATION. 3.PROVIDE "ETF2" FOOTING UNLESS OTHERWISE NOTED (U.O.N.). 4.FOOTINGS SHALL BE EXCAVATED TO CREATE VERTICAL FACES TO INDICATED DIMENSIONS WITHIN THE TOLERANCE OF +6" AND -0". 5.PROVIDE #5 DOWELS AT 48"o.c. WHERE ALL ABOVE SLAB IS METAL STUDS. BOND BEAM #4 DOWELS AT 24" C TO C 6" CMU (GROUT ALL CORES) "W" CENTER ON WALL T/FOOTING EL.= (SEE PLAN) T/SLAB EL.= (SEE PLAN) GRID LINE (SEE PLAN)1' - 6"2'-8" (MIN.)AT EXTERIOR STUD WALL AT EXTERIOR CMU WALL (3)-#4 VERTICAL BARS (TYP.) 1' - 6"1' - 6"1' - 8" XF 11"9"2' - 0"2' - 0"EXISTING GRADE BEAM #4 BENT BARS. DRILL AND ADHESIVE ANCHOR INTO EXISTING GRADE BEAM (TYP.) (TYP.) 8" (TYP.) 8" XF 3"3"3"W12x30 BEAM EL.= 111'-2" T/STEEL EL.= 110'-0" B/PLATE C15x33.9 (TYP.) 3/8" PLATE (CONT.) S3x5.7 NEEDLE BEAM AT 3'-0"o.c. (MAX.) W16x31 BEAM 3/16"HSS6x4x1/4" COLUMN 1/4" N-N 1/4"3-12 EXISTING 12" CMU EXISTING FACE BRICK 1' - 7"10"8" EL.= 100'-0" T/SLAB 8"3' - 0"1" BASE PLATE ON 2" NON-SHRINK GROUT EXISTING CONCRETE SLAB ON GRADE EXISTING GRADE BEAM 1' - 6"11"9"1' - 6" #4 BENT BARS. DRILL AND ADHESIVE ANCHOR INTO EXISTING GRADE BEAM WITH HILTI HIT-HY 200 ADHESIVE (8" EMBED) (TYP.). CONCRETE SLAB- ON-GRADE 1"x 8"x 1'-0" BASE PLATE 1 1/2"1 1/2"1 1/2"1 1/2"4"4"6"6" 9 S3.01 (4)-3/4" DIA. ANCHOR ROD. DRILL AND ADHESIVE ANCHOR INTO EXISTING GRADE BEAM WITH HILTI HIT-HY 200 ADHESIVE (8" EMBED). METAL ROOF DECK COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN WWW.FHAI.COM ARCHITECT NEW ADDITIONUNIT A UNIT B 3/15/2021 10:10:36 AMC:\Users\jriley\Documents\2020-514_Carmel ESC_Strc (V19)_jriley@tlf-engineers.com.rvtPROJECT NUMBER: 220144.00 EDUCATIONAL SERVICES CENTER ADDITION AND REMODELING CARMEL CLAY SCHOOLS 5055 EAST 131ST STREET CARMEL, INDIANA FOUNDATION DETAILS S3.01 PROJECT ISSUE DATE: March 15, 2021 Construction Documents DRAWN BY: JDR 317-848-0966 350 East New York Street, Suite 300, Indianapolis, IN 46204 N.T.S. FOUNDATION SCHEDULE1 SCALE: 3/4" = 1'-0" TYPICAL INTERIOR WALL FOOTING DETAIL3 SCALE: 3/4" = 1'-0" TYPICAL INTERIOR COLUMN FOOTING DETAIL6 SCALE: 1" = 1'-0" TYPICAL BASE PLATE7 SCALE: 3" = 1'-0" TYPICAL COLUMN BASE5 SCALE: 3/4" = 1'-0" TYPICAL PIER DETAIL2 SCALE: 3/4" = 1'-0" TYPICAL EXTERIOR TRENCH FOOTING DETAIL4 PLANNORTHSCALE: 3/4" = 1'-0" FOOTING DETAIL9 SCALE: 3/4" = 1'-0" SECTION8 A ET NOF ENESSIONL GI EPERRRA STDHD0VIRA.020414 ANINIDA STATE OFEERNo.DREGSIT e REV. NO.DESCRIPTION DATE 0" (TYP.)DOWELS TO MATCH HORIZONTAL WALL REINFORCING IN SIZE AND SPACING (TYP.) CLASS B TENSION LAP SPLICE (TYP.) (U.O.N.) OPTIONAL CONSTRUCTION OPTIONAL CONSTRUCTION CLASS B TENSION LAP SPLICE (TYP.) (U.O.N.) CLASS B TENSION LAP SPLICE (TYP.) (U.O.N.) HORIZONTAL REINFORCING STANDARD HOOK (TYP.) WALL REINFORCING (BOTH FACES) WALL REINFORCING (MIDDLE) NOTES: SEE WALL SECTIONS FOR TYPICAL WALL REINFORCING (SIZE AND SPACING).1. SEE GENERAL NOTES AND WALL SECTIONS FOR REINFORCING STEEL CLEARANCES.2. JOINTJOINT NOTES: PROVIDE CORNER BARS AS SHOWN, MATCH HORIZONTAL WALL REINFORCING1. TERMINATE HORIZONTAL WALL REINFORCING 1 1/2" CLEAR FROM END OF WALL2. (SIZE AND SPACING). (TYP.) (U.O.N.). 0"0"CORNER BARS 3'-6"3'-6" TYPICAL WALL REINFORCING SEE WALL SECTIONS TYPICAL WALL REINFORCING SEE WALL SECTIONS WALL REINFORCING (BOTH FACES) WALL REINFORCING (MIDDLE OR INSIDE FACE) 1 1/2" CLR. (TYP.) TYPICAL WALL REINFORCING SEE WALL SECTIONS TYPICAL WALL REINFORCING SEE WALL SECTIONS CORNER BARS 3'-6"3'-6" (3)-#4 VERT. BARS NOTES: VERTICAL CONSTRUCTION JOINTS MUST BE LOCATED AT VERTICAL CONTROL JOINTS.1. CONSTRUCTION JOINTS MUST HAVE THE APPEARANCE OF A CONTROL JOINT. (I.E. BEVELLED JOINT)2. MAXIMUM SPACING OF CONTROL JOINTS SHALL BE THE SMALLER OF 20'-0" OR TWO TIMES THE WALL HEIGHT.3. SEAL ALL CONTROL JOINTS LOCATED ON THE EXPOSED FACE.4. 1" AT FACE OF WALL 1/2" AT BACK OF STRIP 1 1/2"1 1/2" 1 1/2"1 1/2"FORM BOARD CUT EVERY OTHER HORIZONTAL BAR (EACH FACE AT CONTROL JOINT) FORM BOARD SEE NOTE 4 REMOVABLE BEVELLED WOOD STRIP DUMBBELL WATERSTOP VERTICAL REINFORCING UNEXPOSED FACE EXPOSED FACE X CONCRETE WALL UNEXPOSED FACE WOOD STRIP LEFT IN CONCRETE X EXPOSED FACE VERTICAL REINFORCING HORIZONTAL REMOVABLE WOOD STRIP BEVELLED REINFORCING WOOD STRIP CONCRETE LEFT IN HORIZONTAL REINFORCING NOTCH REMOVABLE WOOD STRIP AT 8"o.c. FOR NAILING FORM BOARDFORM BOARD PLAN VIEW SECTION X-X WALL FOOTING FLOOR SLAB VERTICAL CONTROL JOINT (TYP.) 20'-0" (MAX.)CL CL (SEE NOTE 3)D/3D/3D/3DFIRST POURSECOND POUR FORMED KEYWAYCLASS B LAP SPLICE CARRIER PIPE HYDRO-STATIC PIPE WALL CLOSURE (LINK-SEAL OR STEEL PIPE WALL SLEEVE WATERSTOP AND ANCHOR COLLAR CONCRETE WALL 3" (TYP.)ENGINEER APPROVED EQUAL) 3/16" 3/16" A A SECTION S3.02 S3.02 S3.02 A 1" GAP ALL AROUND TO ALLOW FOR SETTLEMENT OF FOUNDATIONS STEEL SLEEVE WITH 1/2" WALL THICKNESS; EXTENDS 2'-0" BEYOND EACH EDGE OF FOOTING SEAL ENDS OF SLEEVE WITH INERT COMPRESSIBLE MATERIAL TO KEEP GRAVEL FROM ENTERING THE GAP THAT ALLOWS FOUNDATIONS TO SETTLE STORM, SANITARY, OR WATER LINE FOOTING IF THE TOP OF THE SERVICE PIPE IS 2'-0" (OR GREATER) BELOW THE BOTTOM OF THE FOOTING STEEL SLEEVE IS NOT REQUIRED. PIPE OVER FOOTING PIPE UNDER FOOTING COORDINATE THE USE OF THESE DETAILS WITH THE UNDERSLAB PIPING CONTRACTOR (SEE NOTE 1) 4.PIPE SLEEVE EXTENSIONS MAY BE REDUCED IF THE PIPE TURNS VERTICALLY TO RUN UP THE FACE OF THE WALL. IN THIS CASE THE PIPE SLEEVE SHOULD BE TERMINATED AS CLOSE TO THE PIPE ELBOW AS POSSIBLE.0"(MIN.)2'-0" (SEE NOTE 1) 2'-0" FOOTING 0"(MIN.)2'-0" (SEE NOTE 1) 2'-0" (SEE NOTE 1) 1. NOTES: DO NOT LOCATE SERVICE PIPE TRANSITIONS AT COLUMN FOUNDATIONS. 2.SERVICE PIPE TRANSITIONS SHALL BE PERPENDICULAR TO WALL FOUNDATIONS. 3.DO NOT INTERRUPT WALL FOOTINGS AT SERVICE PIPES. STEP WALL FOOTINGS DOWN TO BE BELOW SERVICE PIPES IF AN ELEVATION CONFLICT EXISTS. INVERT OF PIPE SLEEVE DOWELS TO MATCH TRENCH FOOTING REINFORCING PIPE SLEEVE - PROVIDE 1/2" CLEAR AROUND PIPE (SEE MECHANICAL PLANS FOR LOCATION) TRENCH FOOTING REINFORCING (TYPICAL) 1'-6" (MINIMUM)VARIES WALL FOOTING(MINIMUM)6"NOTE: SHALLOW TRENCH DEEP TRENCH BACKFILL WITH LEAN CONCRETE (1500 PSI) PRIOR TO PLACING FOOTING PIPE SLEEVE - PROVIDE 1/2" CLEAR AROUND PIPE (SEE PLUMBING PLAN FOR LOCATION) BACKFILL WITH LEAN CONCRETE (1500 PSI) PRIOR TO PLACING FOOTING PIPE SLEEVE - PROVIDE 1/2" CLEAR AROUND PIPE (SEE PLUMBING PLAN FOR LOCATION) 1 2 BOTTOM FOOTING BOTTOM FOOTING BOTTOM SLEEVE AT INVERT BOTTOM SLEEVE AT INVERT NOTE: FOR PIPES WITH LESS THAN 6" COVER STEP FOOTING 1'-0" EACH SIDE OF PIPE. PIPES LESS THAN 2'-0" DEEP SHALL PASS OVER FOOTINGS NO PIPES SHALL PASS THRU OR UNDER COLUMN FOOTINGS. ALL PIPES SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF FOOTING GREATER THAN 3'-0"THICKNESSFOOTING(MIN)6"8" (TYP) EXCAVATION LIMITS 3'-0" OR LESS(MIN)6"8" (TYP) 2'-0" DEEP PIPES LESS THAN THICKNESSFOOTING1'-4" (TYP) 2'-0" (TYP) CMU CONC CMUCONC8" (TYP)1'-0" (TYP)REINFORCING LENGTH 1'-4" 2'-0" 2'-6" 3'-6" NOTE: TABLE A LENGTH 1'-0" 1'-0" 1'-3" 1'-9" #4 #5 #6 #7 FOOTING LAP EMBEDMENT DIMENSION LINE ON PLANS (SEE NOTE BELOW) EL TOP FOOTING EL TOP FOOTING FTG REINF (SEE PLAN FOR WALL SECTION) DOWELS (SAME SIZE AS FTG REINF) TO LAP WITH FOOTING REINFORCING FTG REINF (SEE PLAN FOR WALL SECTION) * DEPTH EQUALS THICKER ADJACENT WALL SECTION FOOTING DIMENSIONS ON PLANS MAY VARY 1'-0"± TO MATCH CMU MODULAR DIMENSIONS SEE TABLES A LAP VARIES SECTIONSEE WALLDEPTH*SECTIONSEE WALLSEE TABLE A EMBED VARIES SEE TABLE A EMBED VARIES DIMENSION LINE ON PLANS (SEE NOTE BELOW) 1'-4" (TYP) 2'-0" (TYP) CMU CONC CMUCONC8" (TYP)1'-0" (TYP)SEE TABLE A LAP VARIES SEE SECTIONSEE SECTIONSEE TABLE A EMBED VARIES EMBED VARIES SEE TABLE A EMBED VARIES SEE TABLE A EMBED VARIES SEE TABLE A LAP VARIES EL. TOP FOOTING EL. TOP FOOTING TIES (SEE SECTION FOR SIZE AND SPACING) DEPTH EQUALS THICKER ADJACENT TRENCH FOOTING *DOWELS (SAME SIZE AS FTG REINF) TO LAP WITH FOOTING REINF (TYP TOP AND BOT) FTG REINF (SEE PLAN) TYP TOP AND BOT DIMENSIONS ON PLANS MAY VARY 1'-0" +/-TO MATCH CMU MODULAR DIMENSIONS NOTE: FTG REINF SEE PLAN) (TYP TOP AND BOT) DEPTHTABLE A FOOTING REINFORCING LAP LENGTH EMBEDMENT LENGTH #4 #5 #6 #7 1'-4" 2'-0" 2'-6" 3'-6" 1'-0" 1'-0" 1'-3" 1'-9" PIPE (SEE MECHANICAL PLANS) TRENCH FOOTING (SEE PLAN FOR SIZE AND REINFORCING) PIPE SLEEVE WITH COMPRESSIBLE RUBBER SEAL EACH END (SEE MECHANICAL PLANS) CONC SLAB ON GRADE ALL PIPES PASSING THRU FOUNDATION WALL SHALL NOT INTERRUPT VERTICAL REINFORCING NOTE: 2 EXCAVATION LIMITS 11 1 PROPOSED PROPOSED FOOTING GRADE DESIGN BEARING ELEVATION ALL NEW AND EXISTING UTILITIES SHALL BE OUTSIDE OF 1:1 ZONE OF INFLUENCE BELOW ALL NEW OR EXISTING FOUNDATIONS SUITABLE BEARING MATERIAL EXCAVATION LIMITS SEE NOTE 1 NOTE: BACKFILL BELOW FOOTINGS WITH FLOWABLE FILL, CLASS 'A' CONCRETE,1. OR COMPACTED ENGINEERED FILL THAT HAS BEEN APPROVED BY THE GEOTECHNICAL ENGINEER. SEE PROJECT SPECIFICATIONS AND GENERAL NOTES. COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN WWW.FHAI.COM ARCHITECT NEW ADDITIONUNIT A UNIT B 3/15/2021 10:10:41 AMC:\Users\jriley\Documents\2020-514_Carmel ESC_Strc (V19)_jriley@tlf-engineers.com.rvtPROJECT NUMBER: 220144.00 EDUCATIONAL SERVICES CENTER ADDITION AND REMODELING CARMEL CLAY SCHOOLS 5055 EAST 131ST STREET CARMEL, INDIANA FOUNDATION DETAILS S3.02 PROJECT ISSUE DATE: March 15, 2021 Construction Documents DRAWN BY: JDR 317-848-0966 350 East New York Street, Suite 300, Indianapolis, IN 46204 SCALE: 3/4" = 1'-0" TYPICAL REINFORCEMENT AT WALL INTERSECTION - PLAN VIEW1 SCALE: 3/4" = 1'-0" TYPICAL CORNER REINFORCEMENT FOR WALLS - PLAN VIEW2 SCALE: 3/4" = 1'-0" VERTICAL CONTROL JOINT IN WALL (V.C.J.)5 SCALE: 3/4" = 1'-0" TYPICAL WALL FOOTING CONSTRUCTION JOINT3 SCALE: 1 1/2" = 1'-0" WATERSTOP PIPE SLEEVE THROUGH WALL4 SCALE: 3/4" = 1'-0" TYPICAL UNDERGROUND SERVICE PIPE DETAIL AT WALL FOUNDATIONS6 SCALE: 3/4" = 1'-0" DEEPENED TRENCH FOOTING8 SCALE: 1/2" = 1'-0" TYPICAL PIPE BACKFILL AT FOOTING7 SCALE: 3/4" = 1'-0" TYPICAL STEPPED FOOTING9 SCALE: 3/4" = 1'-0" TYPICAL STEPPED TRENCH FOOTING10 SCALE: 3/4" = 1'-0" PIPE THRU TRENCH FOOTING11 SCALE: 3/4" = 1'-0" TYPICAL UNDERCUTTING DETAIL12 PLANNORTHA ET NOF ENESSIONL GI EPERRRA STDHD0VIRA.020414 ANINIDA STATE OFEERNo.DREGSIT e REV. NO.DESCRIPTION DATE COLUMN BASE GRADE TOP FTG EL 98'-8" (UON) FOOTING REINFORCING TO BE CONTINUOUS THRU COLUMN FOOTING (TYP TOP AND BOT) WALL FTG BEYOND 3 TIES AT 8"o.c. (CENTERED ON COLUMN) MATCH TIES IN WALL FOOTING 2'-8" (MIN.)TOP REINFORCEMENT TO MATCH BOTTOM REINFORCING 3'-0" LAP 6" 6" 3'-0" LAP WALL AND FOOTINGVARIES WITH WIDTH OF3'-0" 6" 6" VARIES WALL AND FOOTINGVARIES WITH WIDTH OFFACE OF WALL CENTERLINE DOWNSPOUT BLOCKOUT #4 TIES AT 4'-0"o.c. FOOTING (TYPICAL) #7 (7'-0" LONG) AT BLOCKOUT #4 TIE EA SIDE BLOCKOUT FACE OF WALL FOOTING REINFORCING FOOTING REINFORCING TYPICAL PLAN CENTERLINE DOWNSPOUT PLAN AT CORNER NOTE: SECTION SEE ARCH PLANS FOR EXACT LOCATION OF DOWNSPOUTS. SEE FOUNDATION WALL DETAILS FOR REINFORCING #4 TIES AT 4'-0"o.c. BLOCKOUT #4 TIE EA SIDE BLOCKOUT#7 (7'-0" LONG) AT BLOCKOUT FOOTING (TYPICAL) FOOTING REINFORCING DOWNSPOUT EL 98'-8" BLOCKOUT AT DOWNSPOUT (FULL HEIGHT OF FOOTING) #4 TIES BEYOND #7 AT BLOCKOUT (TYP TOP AND BOTTOM) FOOTING (SEE PLAN FOR SECTION) GRADE #6 CONT (TYP 4 SIDES) TURNED DOWN SLAB (ALL SIDES) OPTIONAL ROUGHENED CONSTRUCTION JOINT CRUSHED STONE FILL #4 DOWELS AT 1'-4"o.c. (TYP 4 SIDES) #4 AT 1'-4"o.c. EACH WAY EL TOP SLAB COORDINATE WITH MECHANICAL PLANS 1 1 1 1 VARIES (COORDINATE WITH MECHANICAL PLANS)6"6"3'-8"1'-0"1'-0"3" CLR2 1/16" CLR1/4" PREFORMED JOINT MATERIAL (TYP) CONTRACTION JOINT AT CENTERLINE DOOR DOOR FRAME (TYP) CONC SLAB ON GRADE CMU WALL BEYOND CONTRACTION JOINT FOOTING ELEVATION TOP FOOTING SECTION PLAN 1/2" = 1'-0"SECTFOOTING4" T/2 T (NOM) T/2 4" PANEL REINFORCING (SEE PLAN) CMU WALL CONC SLAB ON GRADE 2-#5 CONT THICKENED SLAB DOWELS TO MATCH PANEL REINFORCING TYPICAL AT ALL LOCKER END WALLS 4" 4" PROJECTION AND LAP 4" T/2 T T/2 4" KEYWAY CONSTRUCTION JOINT 6x6-W2.1x2.1 WELDED WIRE FABRIC DISCONTINUE AT JOINT VAPOR BARRIER DRAINAGE FILL 2-#4 (CONT) CONTRACTION JOINT WWF VAPOR BARRIER KEYWAY CONSTRUCTION JOINT DRAINAGE FILL DRAINAGE FILL VAPOR BARRIER WWF DRAINAGE FILL VAPOR BARRIER WWF 1/4" PREFORMED JOINT MATERIAL DRAINAGE FILL VAPOR BARRIER WWF CONTRACTION JOINT A. TYPICAL CONSTRUCTION JOINT C. TYPICAL THICKENED SLAB E. TYPICAL SLAB AT WALL D. TYP. DEPRESSED SLAB EDGE AT WALL B. TYPICAL CONTRACTION JOINT NOTES: 1.ALL CONCRETE FOR SLAB ON GRADE SHALL BE F'c = 3500 PSI AT 28 DAYS. 2.WELDED WIRE FABRIC TO BE DEPRESSED OR LAPPED AT ALL DEPRESSIONS.6" 4" 4" 8" 8" 4"6" 4"4"6"SEE PLAN4"6"6" 4" 2'-0"EEEE(T Y P )4 5 .0 0 ° 4 5 .0 0 ° (T Y P )(TYP)45.00°(TYP) 45.00° CL COLUMN CONTROL JT (TYP) SEE PROJECT MANUAL STEEL COLUMN 1/4" PREF JT MAT CONSTRUCTION JOINT (TYP) STEEL COLUMN 1/4" PREF JT MAT CONSTRUCTION JOINT CMU FDN WALL CL COLUMN 1/4" PREF JT MATCMU FDN WALL STEEL COLUMN CONTROL JT (TYP) SEE PROJECT MANUAL CONSTRUCTION JOINT (TYP) 1/4" PREF JT MAT CMU FDN WALL STEEL COLUMN CONTROL JT (TYP) SEE PROJECT MANUAL CONSTRUCTION JOINT (TYP) CL COLUMN NOTES: 1.SEE THE PROJECT MANUAL FOR CONTROL JOINT AND CONSTRUCTION JOINT REQUIREMENTS 2.THICKEN SLAB WITHIN ISOLATION AT COLUMNS TO FULLY ENCASE COLUMN BASE PLATES AND ANCHOR BOLTS IN CONCRETE 3.24" DIAMETER FORM WITH KEYWAY MAY BE SUBSTITUTED FOR SQUARE CONSTRUCTION JOINT SHOWN A. COLUMN ON ISOLATED FOOTING B. COLUMN ALONG FOUNDATION WALL C. COLUMN AT OUTSIDE CORNER D. COLUMN AT INSIDE CORNER E. CONSTRUCTION JT AT FOOTING2'-0" (TYP)2'-0" (TYP) 2'-0" (TYP)2'-0" (TYP)5" 6" 5" 2x6 KEYWAY TOP FOOTING COLUMN ISOLATION CONSTRUCTION JOINT TYP CONC SLAB ON GRADE 1'-0"1'-4" (UON)BEYOND WALL 4" 1" (UON) 1'-4" (TYP) END OF CONC OR FIRST SLAB JOINT #6 (CONT) #3 DOWELS AT 1'-0"o.c. AROUND STOOP LOST FORMS WALL FOOTING (SEE PLAN FOR SECTION) SEPARATE INTERIOR AND EXTERIOR SLAB w/ 1/2" PREF JT MAT 4" EXTERIOR CONC STOOP (6" AT SIM) #3 AT 1'-0"o.c. w/ HOOKED ENDS EA WAY #4 DOWELS AT 2'-0"o.c. (TYPICAL) FIN FLOOR EL.= SEE PLAN CONC SLAB ON GRADE 1'-4"1'-4"SEE SITE PLAN (8'-0" MAX) VARIES 2 1/2"3'-8"3" CLRTYP 3 SIDES 8"4" VOID4" 1 1/2"TRENCH FOOTING SEE PLAN FOR SECTION EL TOP FOOTING SEE PLAN DOWELS (MATCH AND LAP WITH FOOTING REINFORCING) FOOTING REINFORCING 1 1 6" AND LAP PROJECTION 2'-8" (MIN)1'-0"1'-8" (MIN)WALL FOOTING (SEE PLAN FOR SECTION) SEE PLAN FIELD VERIFY (U.O.N.) 3" NEW CONCRETE SLAB EXISTING CONCRETE FLOOR SLAB 1/2" EXPANSION JOINT WITH SEALANT EXISTING FOUNDATION WALL REMOVE TOP PORTION OF EXISTING FOUNDATION WALL AS REQUIRED TO ACCOMMODATE NEW FLOOR SLAB FOOTING REINFORCING #5 DOWELS (LAP w/ FOOTING REINF) ADHESIVE ANCHOR SYSTEM EXISTING FOOTING TOP FOOTING SEE PLAN TOP EXIST FOOTING SEE PLAN FOOTING REINFORCING 5"1'-8" LAP EMBED 5"3" CLR.1' - 0"3' - 4"2' - 0"8" CMU 8" BOND BEAM FACE BRICK 8" CMU (GROUT SOLID BELOW GRADE) 4" CMU (GROUT SOLID BELOW GRADE) #4 VERTICAL BARS AT 32"o.c. 2' - 4" CONCRETE FOOTING (3)-#4 BARS (CONT.) #4 BARS AT 32"o.c. FINISH GRADE COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN WWW.FHAI.COM ARCHITECT NEW ADDITIONUNIT A UNIT B 3/15/2021 10:10:45 AMC:\Users\jriley\Documents\2020-514_Carmel ESC_Strc (V19)_jriley@tlf-engineers.com.rvtPROJECT NUMBER: 220144.00 EDUCATIONAL SERVICES CENTER ADDITION AND REMODELING CARMEL CLAY SCHOOLS 5055 EAST 131ST STREET CARMEL, INDIANA FOUNDATION DETAILS S3.03 PROJECT ISSUE DATE: March 15, 2021 Construction Documents DRAWN BY: JDR 317-848-0966 350 East New York Street, Suite 300, Indianapolis, IN 46204 SCALE: 3/4" = 1'-0" EXTERIOR FOOTING AT COLUMN (EF)1 SCALE: 3/4" = 1'-0" TRENCH FOOTING AT DOWNSPOUT2 N.T.S. TYPICAL EXTERIOR MECHANICAL SLAB3 SCALE: 3/4" = 1'-0" TYPICAL SLAB AT INTERIOR OPENING4 N.T.S. ISOLATED END WALLS5 N.T.S. TYPICAL 4" CONCRETE SLAB ON GRADE6 SCALE: 3/8" = 1'-0" TYPICAL SLAB ISOLATION7 N.T.S. TYPICAL CONCRETE STOOP9 SCALE: 3/4" = 1'-0" FOOTING TRANSITION (FT)8 SCALE: 1 1/2" = 1'-0" SLAB AT EXISTING FOOTING10 N.T.S. FOOTING AT EXISTING11 PLANNORTHA ET NOF ENESSIONL GI EPERRRA STDHD0VIRA.020414 ANINIDA STATE OFEERNo.DREGSIT e SCALE: 3/4" = 1'-0" ENTRY SIGN SECTION12 REV. NO.DESCRIPTION DATE LOCATIONS. LOCATIONS FOR ILLUSTRATION ONLY. SEE SLAB PLAN FOR ACTUAL JOINT NOTE: 1.C.J. CONTRACTION OR CONSTRUCTION SLAB-ON-GRADE (SEE PLAN) C.J. JOINT ALIGNED ON EDGES OF COLUMN FLANGES (TYP.) C.J.C.J.2" CLR. (TYP.)C.J.EDGE OF SLAB (TYP.) C.J. 1/2" PREMOLDED JOINT MATERIAL COLUMN PENETRATING SLAB-ON-GRADE (TYP.) PREMOLDED JOINT MATERIAL AROUND COLUMN (SEAL)C.J.C.J.C.J.(TYP.) STAGGER JOINTS AROUND COLUMN (SEE NOTE 1) (2)-#4 x 2'-0" BARS AT SLAB MID-DEPTH LOCATIONS. LOCATIONS FOR ILLUSTRATION ONLY. SEE SLAB PLAN FOR ACTUAL JOINT SEE TYPICAL SLAB INFILL AT FOOTING DETAIL FOR ADDITIONAL REQUIREMENTS. NOTES: 2. 1. C.J. CONTRACTION OR CONSTRUCTION SLAB-ON-GRADE (SEE PLAN) C.J. JOINT ON CENTERLINE OF COLUMNS (TYP.) C.J.C.J.2" CLR. (TYP.)C.J.C.J. 1/2" PREMOLDED JOINT MATERIAL COLUMN PENETRATING SLAB-ON-GRADE (TYP.) PREMOLDED JOINT MATERIAL (SEAL)C.J.C.J.C.J.(TYP.) EDGE OF SLAB (TYP.) CONTRACTION JOINT DETAIL CONTRACTION JOINT PER TYPICAL 6" 2 1 DRAINAGE FILL (6" MIN.) (TYP.) #4 BAR x 2'-0" AT SLAB SLAB PENETRATION FOR ALL PENETRATIONS MID-DEPTH PLACED AT EACH CORNER OF OPENING OR ON METAL FLOOR DECK CONCRETE SLAB ON GRADE 1 12" (TYP.)3"2" CLR.FROM TOP OF SLAB (2)-#5 BARS x 5'-0", 3/4" CLR. EDGE OF SLAB NOTES: SEE PLAN FOR EDGE OF SLAB LOCATION.1. SEE EXTERIOR STOOP DETAILS FOR ADDITIONAL2. REQUIREMENTS. WIDE DOOR OPENING 1/2" EXPANSION JOINT WITH SEALANT INTERIOR SLAB 1'-0"2" CLR.2'-0"1 1 1" CLR.1" CLR.(2)-#4 BARS TOP AND BOTTOM 1" CLEAR FROM TOP AND 2" CLEAR FROM BOTTOM NOTES: SEE PLAN FOR EDGE OF SLAB LOCATION.1. SEE EXTERIOR STOOP DETAILS FOR ADDITIONAL2. REQUIREMENTS. PERSONNEL DOOR INTERIOR SLAB 2" CLR.1" CLR.1" CLR.2'-0"1 1 #4 BAR TOP AND BOTTOM 1/2" EXPANSION JOINT WITH SEALANT#4 BAR TOP AND BOTTOM COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN WWW.FHAI.COM ARCHITECT NEW ADDITIONUNIT A UNIT B 3/15/2021 10:10:48 AMC:\Users\jriley\Documents\2020-514_Carmel ESC_Strc (V19)_jriley@tlf-engineers.com.rvtPROJECT NUMBER: 220144.00 EDUCATIONAL SERVICES CENTER ADDITION AND REMODELING CARMEL CLAY SCHOOLS 5055 EAST 131ST STREET CARMEL, INDIANA SLAB DETAILS S3.04 PROJECT ISSUE DATE: March 15, 2021 Construction Documents DRAWN BY: JDR 317-848-0966 350 East New York Street, Suite 300, Indianapolis, IN 46204 SCALE: 3/4" = 1'-0" TYPICAL SLAB-ON-GRADE CONTRACTION JOINT LAYOUT1 SCALE: 3/4" = 1'-0" TYPICAL SLAB-ON-GRADE CONTRACTION JOINT LAYOUT2 SCALE: 1" = 1'-0" TYPICAL SLAB TRANSITION IN THICKNESS4 SCALE: 3/4" = 1'-0" TYPICAL REINFORCING AT CONCRETE SLAB PENETRATIONS9 SCALE: 1" = 1'-0" TYPICAL SLAB-ON-GRADE INTERIOR CORNER REINFORCING DETAIL10 SCALE: 1" = 1'-0" TYPICAL SLAB REINFORCEMENT AT EXTERIOR OVERHEAD DOOR11 SCALE: 1" = 1'-0" TYPICAL SLAB REINFORCEMENT AT EXTERIOR DOORS12 PLANNORTHA ET NOF ENESSIONL GI EPERRRA STDHD0VIRA.020414 ANINIDA STATE OFEERNo.DREGSIT e REV. NO.DESCRIPTION DATE NOTES: 1.GROUT SOLID FROM HIGHEST BOND BEAM TO TOP OF WALL. 2.GROUT WALL SOLID BETWEEN TOP TWO BOND BEAMS. 3.GROUT WALL SOLID. 4.GROUT ALL COURSES BELOW FINISHED FLOOR. 8"W1 #5 32" MARK NOMINAL CMU VERTICAL REINFORCING MASONRY WALL PANEL SCHEDULE SIZE SPACING TOP/BOND BEAM ELEVATION REMARKS 114'-0"- 8"W2 #5 48"112'-8"- 8"W3 #5 48"112'-8"- 2" T/STEEL EL.= (SEE PLAN) SEE TYPICAL BEARING PLATE DETAIL 1/4" STEEL BEAM (SEE PLAN) NOTCH MASONRY AS REQUIRED TO ALLOW BEAM BEARING GROUT SOLID AND REINFORCE BELOW BEARING PLATE (3-CELLS WIDE). MATCH SCHEDULED WALL REINFORCING BAR SIZE (#5 MIN.). REINFORCE EACH CELL FULL HEIGHT GROUT SOLID AROUND BEAM AND A MINIMUM OF ONE FULL COURSE ABOVE BEAM T/MASONRY EL.= (SEE PLAN) BOND BEAM DECK BEARING EL.= (SEE PLAN) ROOF DECK REFER DIAPHRAGM ATTACHMENT DIAGRAM FOR WELD SIZE AND SPACING L3x3x3/16"x CONT. WITH 1/2" DIA. HAS RODS WITH HILTI HIT-HY 70 ADHESIVE AT 32"o.c. (4 1/2" EMBED) T/BOND BEAM EL.= (SEE PLAN) BOND BEAM CMU WALL VERTICAL REINF. IN SOLID GROUTED CELLS (SEE PLAN) GROUT SOLID (2)-COURSES ABOVE BOND (SEE PLAN) BEAM1"CMU WALL (SEE PLAN) STEEL BEAM (SEE PLAN) L4x3x1/4"x 0'-8" (LLV) AT EACH BEAM EACH SIDE (TYP.)3/16" NOTE: 1.PROVIDE LATERAL SUPPORT FOR CMU WALL AT 4'-0"o.c. ALONG THE LENGTH OF THE WALL FOR ALL MASONRY WALLS THAT EXTEND FOR MORE THAN 18 TIMES THE WALL THICKNESS BETWEEN BRACING INSTERSECTING WALLS OR THAT DO NOT HAVE BRACING INTERSECTING WALLS AT BOTH ENDS. ADDITIONAL LATERAL SUPPORT IS NOT REQUIRED WITHIN 6'-0" OF BRACING INTERSECTING WALLS. 2. NOTE: PROVIDE A SINGLE 3/8" DIA. EXPANSION ANCHOR (2 1/2" EMBED.) ON EITHER SIDE OF CMU WALL AT LOCATIONS WHERE METAL DECK SUPPORTS A CONCRETE FLOOR SLAB.1"3"5" MIN.METAL DECK (2)-#12 SELF DRILLING SHEET METAL SCREWS (SEE NOTE 3) 1/8"x 0'-3" BENT PLATE AT 4'-0"o.c.12" 4" CMU WALL (SEE PLAN) FILL DECK FLUTES WITH BATT INSULATION. PACK FIRE SAFING MATERIAL TIGHT INTO EACH DECK FLUTE AT FIRE RATED WALLS. SEE NOTE 4 1.PROVIDE LATERAL SUPPORT FOR CMU WALL AT 4'-0"o.c. ALONG THE LENGTH OF THE WALL FOR ALL MASONRY WALLS THAT EXTEND FOR MORE THAN 18 TIMES THE WALL THICKNESS BETWEEN BRACING INSTERSECTING WALLS OR THAT DO NOT HAVE BRACING INTERSECTING WALLS AT BOTH ENDS. ADDITIONAL LATERAL SUPPORT IS NOT REQUIRED WITHIN 6'-0" OF BRACING INTERSECTING WALLS. 2. 3. 4.1"±T/WALL EL.= (SEE PLAN) STEEL BEAM OR JOIST (SEE PLAN) METAL ROOF OR FLOOR DECK CMU WALL (SEE PLAN) L4x4x1/4"x 0'-5" LONG (TYP.) 3/16"(TYP.) L3x3x1/4" (TYP.) L3x3x1/4" (TYP.) NOTE: 1.PROVIDE LATERAL SUPPORT FOR CMU WALL AT 4'-0"o.c. ALONG THE LENGTH OF THE WALL FOR ALL MASONRY WALLS THAT EXTEND FOR MORE THAN 18 TIMES THE WALL THICKNESS BETWEEN BRACING INSTERSECTING WALLS OR THAT DO NOT HAVE BRACING INTERSECTING WALLS AT BOTH ENDS. ADDITIONAL LATERAL SUPPORT IS NOT REQUIRED WITHIN 6'-0" OF BRACING INTERSECTING WALLS. 2. 3/16"(TYP.) MASONRY ANCHOR WELDED TO COLUMN. PROVIDE AT 24"o.c. VERTICALLY (TYP.) MASONRY WALL (SEE PLAN) STEEL COLUMN (SEE PLAN) L3x3x3/16 (6" LONG) (TYP TOP AND BOT) 3/16 STEEL LINTEL (SEE PLAN) TYP STEEL PLATE CENTERED ON MASONRY OPENING (LENGTH = OPENING MINUS 1/2") STEEL COLUMN 21.2 21.9 X22 WALL OPENING 18' - 0" 3' - 2"17' - 4"3' - 0" HSS6x4x1/4" COLUMN EXTENTS OF 12" CMU AND 4" BRICK WALL REMOVAL. REMOVE TO EXISTING GRADE BEAM BELOW FLOOR SLAB. EXISTING GRADE BEAM EL.= 99'-4" (F.V.) GRADE BEAM T/EXISTING HSS6x4x1/4" COLUMN STEEL LINTEL WITH 3/8" PLATE (SEE SECTION) EL.= 110'-0" B/STEEL 4"4" 8 S3.01S3x5.7 NEEDLE BEAM (TYP.) NEW FOOTING NEW FOOTING 1' - 2"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"1' - 2" 23' - 6"2" COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN WWW.FHAI.COM ARCHITECT NEW ADDITIONUNIT A UNIT B 3/15/2021 10:10:52 AMC:\Users\jriley\Documents\2020-514_Carmel ESC_Strc (V19)_jriley@tlf-engineers.com.rvtPROJECT NUMBER: 220144.00 EDUCATIONAL SERVICES CENTER ADDITION AND REMODELING CARMEL CLAY SCHOOLS 5055 EAST 131ST STREET CARMEL, INDIANA MASONRY DETAILS S4.01 PROJECT ISSUE DATE: March 15, 2021 Construction Documents DRAWN BY: JDR 317-848-0966 350 East New York Street, Suite 300, Indianapolis, IN 46204 SCALE: 12" = 1'-0" MASONRY WALL PANEL SCHEDULE1 SCALE: 1" = 1'-0" TYPICAL STEEL BEAM BEARING ON NEW CMU WALL DETAIL2 SCALE: 3/4" = 1'-0" TYPICAL ROOF DECK SUPPORT AT CMU WALL DETAIL4 SCALE: 3/4" = 1'-0" MASONRY WALL LATERAL SUPPORT DETAIL AT STEEL BEAMS5 SCALE: 3/4" = 1'-0" MASONRY WALL LATERAL SUPPORT DETAIL AT METAL DECK6 SCALE: 3/4" = 1'-0" MASONRY WALL LATERAL SUPPORT DETAIL AT PARTIAL HEIGHT WALLS7 SCALE: 3/4" = 1'-0" TYPICAL CMU TIE3 SCALE: 1 1/2" = 1'-0" TORSION END CONNECTION (TE)8 PLANNORTHSCALE: 1/4" = 1'-0" LINTEL ELEVATION9 A ET NOF ENESSIONL GI EPERRRA STDHD0VIRA.020414 ANINIDA STATE OFEERNo.DREGSIT e REV. NO.DESCRIPTION DATE NOTES: CAGING DEVICES AND CENTERING CLIPS SHALL BE FORMED FROM #9 WIRE,1. SPOT WELDED AND GALVANIZED. DUAL CENTERING CLIPCENTERING CLIPCAGING DEVICE HORIZONTAL REINFORCING CENTERING CLIP VERTICAL REINFORCING CONCRETE MASONRY UNIT HORIZONTAL REINFORCING CONCRETE MASONRY UNIT CENTERING CLIP VERTICAL REINFORCING CONCRETE MASONRY UNIT VERTICAL REINFORCING CENTERING CLIP REINFORCEMENT SHALL BE CENTERED IN CELLS (U.O.N.).2. NOTES: IN ADDITION TO THE MASONRY WALL REINFORCEMENT SHOWN ALL MASONRY WALLS1. SHALL HAVE CONTINUOUS GALVANIZED LADDER TYPE HORIZONTAL JOINT REINFORCING CONTROL JOINTS SHALL BE LOCATED AT NOT MORE THAN THE LESSER OF 1 1/2 TIMES2. SEE TYPICAL HORIZONTAL JOINT REINFORCING DETAILS FOR ADDITIONAL REQUIREMENTS.3. SEE PLANS AND WALL PANEL SCHEDULE FOR VERTICAL REINFORCING BAR SIZE AND SPACING.4. 2'-0" (TYP.) BOND BEAM SILL CONCRETE FOOTING OR THICKENED SLAB BOND BEAM AT TOP OF WALL VERTICAL CONTROL JOINT (SEE NOTE 2) PROVIDE VERTICAL REINFORCEMENT ON EACH SIDE OF VERTICAL CONTROL JOINTS MASONRY LINTEL (SEE TYPICAL REINFORCED MASONRY LINTEL DETAIL) JAMB REINFORCING (SEE TYPICAL REINFORCED MASONRY LINTEL DETAILS) PROVIDE VERTICAL REINFORCEMENT AT ENDS OF WALL AND IN EACH WALL AT WALL CORNERS SEE TYPICAL LINTEL BEARING DETAILS FOR MASONRY REINFORCING AT OPENINGS WITH5. LINTELS. THE WALL HEIGHT OR 25'-0"o.c. AND AT THE FOLLOWING LOCATIONS. 6.PROVIDE BOND BEAMS AT TOP OF WALL AND AT 10' o.c. U.O.N. 7.PROVIDE (2) BARS EACH SIDE OF ALL OPENINGS ON WALLS GREATER THAN 20 FEET TALL. VERTICAL WALL REINF. (SEE PLAN OR SCHEDULE) NOT MORE THAN HALF THE ABOVE DISTANCE FROM BUILDING CORNERS OR INTERSECTING WALLS. AT CHANGES IN WALL HEIGHT OR THICKNESS. AT MIDPOINT BETWEEN WINDOWS OR OTHER WALL OPENINGS. a.) b.) c.) WITH MINIMUM 9 GAUGE SIDE RODS AT 16"o.c. UNLESS OTHERWISE NOTED. D.) TYPICAL JAMB CMU WALL VERTICAL WALL REINFORCING IN GROUTED CORE C.) TYPICAL BEAM BEARING CMU WALL VERTICAL WALL REINFORCING IN GROUTED CORE (SEE NOTE 4) B.) TYPICAL CORNER VERTICAL WALL REINFORCING IN GROUTED CORE CMU WALL A.) TYPICAL INTERSECTION INTERIOR NON-LOAD BEARING CMU HORIZONTAL GROUT CORE FULL HEIGHT INTERIOR OR EXTERIOR CMU NOTES: REINFORCING SHOWN IN ADDITION TO REINFORCING SHOWN ON PLANS AND SPECIAL DETAILS.1. REINFORCING TO BE SAME SIZE AS ADJACENT WALL REINFORCING INDICATED ON PLANS.2. TYPICAL DETAILS APPLIES TO ALL EXTERIOR WALLS, INTERIOR LOAD BEARING WALLS, AND3. ALL WALLS SCHDULES TO BE REINFORCED. SEE TYPICAL STEEL BEAM BEARING ON NEW MASONRY DETAIL FOR ADDITIONAL REQUIREMENTS.4. REINFORCING 1'-6"1'-6" ELEVATION SEE NOTE 3 PLAN VERTICAL WALL REINFORCING IN GROUTED CORE VERTICAL WALL REINFORCING IN GROUTED CORE NOTES: BOND BEAM REINFORCING SHALL NOT BE LAPPED WITHIN1. 8'-0" OF CONTROL JOINT. HORIZONTAL JOINT REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS. 2. BACKER ROD AND SEALANT (BOTH SIDES) PROVIDE SASH BLOCK ON EACH SIDE OF CONTROL JOINT PVC OR RUBBER CONTROL JOINT GASKET (ASTM D2240) BOND BEAM REINFORCING SHALL BE CONTINUOUS THRU3. CONTROL JOINTS AT FLOOR AND ROOF LEVELS. BOND BEAM REINFORCING SHALL BE INTERRUPTED AT CONTROL JOINTS AT OTHER LOCATIONS (WRAP WITH MASTIC TO CREATE BOND BREAK AT CONTROL JOINT). 3/8" JOINT SASH BLOCK EACH SIDE OF JOINT PVC OR RUBBER CONTROL JOINT GASKET (ASTM D2240) BACKER ROD AND SEALANT (BOTH SIDES) INTERRUPT REINFORCING AT CONTROL JOINT OPTIONAL 3/8" JOINT FILL VOID WITH GROUTINTERRUPT HORIZONTAL JOINT REINFORCING AT CONTROL JOINT FELT BOND BREAKER RAKE BACK JOINT AND SEAL BOTH SIDES 6"6" 3/8" JOINTBOND BEAM 3/4" DIA. SMOOTH DOWEL (GREASED) PLACE IN CENTER AND LEVEL INTERRUPT REINFORCING AT CONTROL JOINT FELT BOND BREAKER BACKER ROD AND SEALANT (BOTH SIDES) NOTE: BOND BEAM REINFORCING SHALL NOT BE INTERRUPTED1. AND SHALL BE CONTINUOUS THRU CONTROL JOINTS AT BOND BEAMS LOCATED AT FLOOR AND ROOF LEVELS. (SEE NOTE 1) 6" LAP6"LAPCMU WALL PREFABRICATED CORNER SECTION 6" LAP 6" LAP6"LAPCMU WALL CMU WALL1'-4" (MIN.)PREFABRICATED "T" SECTION 6" LAP 6" LAP 6"LAPCMU WALL 1'-4" (MIN.)CMU WALL CONTROL JOINT 6" LAP (TYP.) BASE COURSE ALTERNATE COURSE FLEXIBLE MASONRY TIES AT 16"o.c. (TYPICAL) VERT REINF TO MATCH PANEL REINF IN FIRST CORE (FULLY GROUTED) COLUMN ISOLATION MATERIAL CONTROL JOINT CMU WALL (SEE PLANS) STEEL COLUMN (SEE PLANS) FLEXIBLE MASONRY TIES AT 16"o.c. (TYPICAL) VERT REINF TO MATCH PANEL REINF IN FIRST CORE (FULLY GROUTED) COLUMN ISOLATION MATERIAL HALF-BLOCK EACH SIDE OF COLUMN IN ALTERNATE COURSE CMU WALL (SEE PLANS) STEEL COLUMN (SEE PLANS) CONTROL JOINT NOTE: POCKET TO BE 16" MAXIMUM WIDTH POCKET TO BE PACKED SOLID WITH MORTAR AND SOLID CMU AFTER JOIST OR BEAM IS WELDED TO BEARING PLATE ELEVATION AT BEAM ELEVATION AT JOIST 8" x 8" POCKET IN CMU STEEL JOIST WALL REINF STEEL BEAM WALL REINF POCKET IN CMU LAP IN WALL FOR REINF AT JOIST POCKET BEARING PLATE LAP IN WALL FOR REINF AT JOIST POCKET BEARING PLATE FLEXIBLE MASONRY TIES AT 16"o.c. (TYPICAL) VERT REINF TO MATCH PANEL REINF IN FIRST FULL CORE (FULLY GROUTED) CMU WALL (SEE PLANS) CMU WALL (SEE PLANS) CMU WALL (SEE PLANS) STEEL COLUMN (SEE PLANS) FLEXIBLE FOAM EXPENSION JT MATERIAL (TYP) COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN WWW.FHAI.COM ARCHITECT NEW ADDITIONUNIT A UNIT B 3/15/2021 10:10:56 AMC:\Users\jriley\Documents\2020-514_Carmel ESC_Strc (V19)_jriley@tlf-engineers.com.rvtPROJECT NUMBER: 220144.00 EDUCATIONAL SERVICES CENTER ADDITION AND REMODELING CARMEL CLAY SCHOOLS 5055 EAST 131ST STREET CARMEL, INDIANA MASONRY DETAILS S4.02 PROJECT ISSUE DATE: March 15, 2021 Construction Documents DRAWN BY: JDR 317-848-0966 350 East New York Street, Suite 300, Indianapolis, IN 46204 SCALE: 1 1/2" = 1'-0" TYPICAL CMU REINFORCEMENT POSITIONING DETAILS1 SCALE: 1/4" = 1'-0" TYPICAL CMU WALL REINFORCEMENT DETAIL2 SCALE: 1" = 1'-0" TYPICAL VERTICAL CMU WALL REINFORCING DETAILS3 SCALE: 1" = 1'-0" TYPICAL CMU WALL CONTROL JOINT DETAIL4 SCALE: 3/4" = 1'-0" CMU WALL CONTROL JOINT5 SCALE: 3/4" = 1'-0" CMU WALL CONTROL JOINT6 SCALE: 3/4" = 1'-0" CONTROL JOINT AT BOND BEAM7 SCALE: 3/4" = 1'-0" TYPICAL HORIZONTAL REINFORCING CORNER DETAIL8 SCALE: 3/4" = 1'-0" TYPICAL HORIZONTAL REINFORCING INTERSECTING WALL DETAIL9 SCALE: 3/4" = 1'-0" TYPICAL HORIZONTAL REINFORCING INTERSECTION WALL AT CONTROL JOINT10 SCALE: 1" = 1'-0" TYPICAL CMU CONTROL JOINT AT COLUMN11 SCALE: 3/4" = 1'-0" TYP JOIST/BEAM POCKET IN CMU WALL12 SCALE: 1 1/2" = 1'-0" TYPICAL COLUMN TIE13 PLANNORTHA ET NOF ENESSIONL GI EPERRRA STDHD0VIRA.020414 ANINIDA STATE OFEERNo.DREGSIT e REV. NO.DESCRIPTION DATE H.) MULTI-WYTHE- CMU AND FACE BRICK OR CMU VENEER (CONSTRUCTED SIMULTANEOUSLY) D.) MULTI-WYTHE - CMU - CAVITY - CMU VENEER (CONSTRUCTED SIMULTANEOUSLY) G.) MULTI-WYTHE - CMU AND FACE BRICK OR CMU VENEER (CONSTRUCTED SEPARATELY) C.) MULTI-WYTHE - CMU - CAVITY - CMU VENEER (CONSTRUCTED SEPARATELY) B.) MULTI-WYTHE - CMU - CAVITY - FACE BRICK (CONSTRUCTED SIMULTANEOUSLY) A.) MULTI-WYTHE - CMU - CAVITY - FACE BRICK (CONSTRUCTED SEPARATELY) F.) MULTI-WYTHE - CMU (CONSTRUCTED SIMULTANEOUSLY) E.) MULTI-WYTHE - CMU (CONSTRUCTED SEPARATELY) CMU BACKUP(3)-ROD LADDER TYPE JOINT REINFORCING FACE BRICK OR CMU VENEER CMU BACKUP(3)-ROD LADDER TYPE JOINT REINFORCING CMU VENEEREXTERIOR FACE BRICK OR CMU VENEER CMU BACKUP (2)-ROD LADDER TYPE JOINT REINFORCING WITH EYE AND PINTLES (2)-ROD LADDER TYPE JOINT REINFORCING (1)-BRICK COURSE ABOVE EYE AND PINTLES CMU (TYP.)(4)-ROD LADDER TYPE JOINT REINFORCING SPECIAL CMU WYTHE (2)-ROD LADDER TYPE JOINT REINFORCING (1)-BRICK COURSE ABOVE EYE AND PINTLES CMU (TYP.) (2)-ROD LADDER TYPE JOINT REINFORCING WITH EYE AND PINTLES INTERIOR WALLS CMU BACKUP CMU VENEER (2)-ROD LADDER TYPE JOINT REINFORCING WITH EYE AND PINTLES (2)-ROD LADDER TYPE JOINT REINFORCING (1)-BRICK COURSE ABOVE EYE AND PINTLES FACE BRICKEXTERIOR CMU BACKUP(3)-ROD LADDER TYPE JOINT REINFORCING EXTERIOR WALLS CMU BACKUP (2)-ROD LADDER TYPE WITH EYE AND PINTLES JOINT REINFORCING FACE BRICK EXTERIOR (2)-ROD LADDER TYPE JOINT REINFORCING (1)-BRICK COURSE ABOVE EYE AND PINTLES (INSULATION NOT SHOWN) (INSULATION NOT SHOWN) (INSULATION NOT SHOWN) (INSULATION NOT SHOWN) WALL1'-4"STD. HOOK STD. HOOK LAP (TYP.) BOND BEAM REINFORCING BOND BEAM REINFORCING BOND BEAM REINFORCING DOWELS TO MATCH AND LAP WITH BOND BEAM REINFORCING (TYP.) DOWELS TO MATCH AND LAP WITH BOND BEAM REINFORCING (TYP.) BOND BEAM REINFORCING REINFORCING WALL REINFORCINGWALLREINFORCING NOTE: CMU WALL VERTICAL REINFORCING NOT SHOWN FOR CLARITY.1. 1'-4" T/BOND BEAM EL.= (SEE PLAN) T/BOND BEAM EL.= (SEE PLAN) T/BOND BEAM EL.= (SEE PLAN) 1'-4" (2)-#5 BARS IN GROUTED CORE (STD. HOOK EACH END) BOND BEAM REINFORCING CENTER OF CELL AT STEP (SEE PLAN FOR LOCATION) BOND BEAM REINFORCING BOND BEAM REINFORCING T/BOND BEAM EL.= (SEE PLAN) T /B O N D B E A M E L .= (S E E P L A N )BOND BEAM REINFORCING LAP BOND BEAM REINFORCING CORNER (SEE TYPICAL DETAIL) STEPPED BOND BEAM REINFORCING (SEE TYPICAL DETAIL) CONTINUOUS CORNER REINFORCING (SEE PLAN) 4 '-0 " (M IN .)E X T E N D E D L O W E R B O N D B E A M STEPPED BOND BEAM REINFORCING (SEE TYPICAL DETAIL) BOND BEAM REINFORCING NOTE: CMU WALL VERTICAL REINFORCING NOT SHOWN FOR CLARITY.1. NOTE: GROUT STOP REQUIRED UNDER BOND BEAM UNITS.1. CONCRETE MASONRY BOND BEAM UNITS #4 SPACERS AT 48"o.c. (BELOW HORIZONTAL REINF.) HORIZONTAL REINFORCING GROUT CORE SOLID (SEE SPECIFICATIONS) VERTICAL REINFORCING (CONT. THRU BOND BEAM) CONCRETE MASONRY BOND BEAM UNITS CONCRETE MASONRY LINTEL UNITS CONCRETE MASONRY BOND BEAM UNITS #4 SPACERS AT 48"o.c. (BELOW HORIZONTAL REINF.) HORIZONTAL REINFORCING GROUT CORE SOLID (SEE SPECIFICATIONS) VERTICAL REINFORCING (CONT. THRU BOND BEAM) ALL BOND BEAMS SHALL BE CONTINUOUS AND SHALL BE2. FILLED WITH GROUT AND REINFORCING AS FOLLOWS UNLESS OTHERWISE NOTD: BOND BEAM 6" CMU 8" CMU 10" CMU 12" CMU 14" CMU REINFORCING (1) -#4 BARS (2) -#5 BARS (2) -#6 BARS (2) -#6 BARS (2) -#7 BARS REINFORCING SHALL BE CONTINUOUS (U.O.N.). PROVIDE DOWELS AT CORNERS TO MAINTAIN CONTINUOUS REINF. BOND BEAMS DEEPER THAN 8" SHALL HAVE BOTH TOP AND BOTTTOM BARS. 3. BOND BEAM REINFORCEMENT FOR BALANCE OF INFORMATION SEE TYPICAL CMU WALL REINFORCEMENT DETAILVARIEST/WALL (2)-#4 BARS EL.= (SEE PLAN) T/WALL EL.= (SEE PLAN)(SEE PLAN)VERTICAL WALL REINFORCING (SEE PLAN OR SCHEDULE FOR SIZE, #5 BAR MINIMUM) (TYP.) VERTICAL CONTROL JOINT NOTES: SEE PLANS FOR REINFORCING REQUIREMENTS.1. MULTI-WYTHE WALLS MAY REQUIRE REINFORCING IN EACH WYTHE.2.4'-0" MAXIMUM GROUT LIFT4'-0" MAXIMUM GROUT LIFTPROJECTION AND LAP1 1/2"PROJECTION AND LAP1 1/2"PROJECTION AND LAPCMU WALL (SEE PLAN) T/FNDN WALL T/SECOND GROUT POUR SEE NOTE 3 3"x 3" MINIMUM CUT MASONRY INSPECTION AND CLEANOUT HOLE AT REINFORCING3. (REQUIRED FOR GROUT POUR HEIGHTS GREATER THAN 5'-0"). DOWELS TO MATCH AND LAP WITH WALL REINFORCING CONCRETE SLAB-ON-GRADE REBAR POSITIONER REBAR POSITIONER REBAR POSITIONER REBAR POSITIONER REBAR POSITIONER REINFORCING IN GROUTED CELL DOUBLE REINFORCING SINGLE REINFORCING EQ.EQ. 2 1/2" CLR. 2 1/2" CLR. WALL REINF. WALL REINF. CMU CMU SEE GENERAL NOTES FOR MASONRY REINFORCING LAP LENGTHS.4. BAR PLACEMENT BAR PLACEMENT CMU LINTEL GROUT CMU BELOW OPENING GROUT CORES EACH SIDE OF OPENING MASONRY OPENING WITH (2)-#5 BARS ELEVATION SECTION CMU LINTEL GROUT CMU BELOW OPENING ELECTRICAL CONDUIT (WHERE APPLICABLE) ELECTRICAL CONDUIT TO CONTINUE THRU CMU LINTEL (WHERE APPLICABLE) WALL OPENING (SEE NOTE 1) SOLID CMU FACE SHELL 48" (MAX.)32" (MAX.) NOTES: DETAIL APPLIES AT RECESSED FIRE EXTINGUISHER CABINETS,1. RECESSED ELECTRICAL PANELS, AND RECESSED HEATING OR COOLING UNITS. FOR LARGER OPENINGS, SEE TYPICAL LINTEL DETAILS AND PROVIDE REINFORCING AT SILL AND JAMBS PER TYPICAL 2. LINTEL DETAILS. COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN WWW.FHAI.COM ARCHITECT NEW ADDITIONUNIT A UNIT B 3/15/2021 10:10:59 AMC:\Users\jriley\Documents\2020-514_Carmel ESC_Strc (V19)_jriley@tlf-engineers.com.rvtPROJECT NUMBER: 220144.00 EDUCATIONAL SERVICES CENTER ADDITION AND REMODELING CARMEL CLAY SCHOOLS 5055 EAST 131ST STREET CARMEL, INDIANA MASONRY DETAILS S4.03 PROJECT ISSUE DATE: March 15, 2021 Construction Documents DRAWN BY: JDR 317-848-0966 350 East New York Street, Suite 300, Indianapolis, IN 46204 SCALE: 3/4" = 1'-0" TYPICAL MULTI-WYTHE MASONRY JOINT REINFORCING DETAILS1 SCALE: 1" = 1'-0" TYPICAL BOND BEAM REINFORCING AT INTERSECTING WALLS2 SCALE: 3/4" = 1'-0" TYPICAL STEPPED BOND BEAM DETAIL3 SCALE: 3/4" = 1'-0" TYPICAL BOND BEAM REINFORCING AT INTERSECTING CMU WALLS AT DIFFERENT TOP OF WALL ELEVATIONS DETAIL5 SCALE: 1 1/2" = 1'-0" TYPICAL CMU BOND BEAM DETAIL8 SCALE: 3/8" = 1'-0" TYPICAL STEPPED CMU WALL REINFORCEMENT DETAIL6 SCALE: 1" = 1'-0" TYPICAL REINFORCED CMU WALL DETAIL7 SCALE: 1/2" = 1'-0" TYPICAL CMU WALL OPENING AT RECESSED EQUIPMENT4 PLANNORTHA ET NOF ENESSIONL GI EPERRRA STDHD0VIRA.020414 ANINIDA STATE OFEERNo.DREGSIT e REV. NO.DESCRIPTION DATE SHORT SPAN REINFORCED MASONRY LINTELS (MAXIMUM CLEAR SPAN 7'-4") L6 L8 L10 L12 5 5/8"7 5/8"9 5/8"11 5/8"7 5/8"2" CLR.(TYP.)(1)-#5 BAR (2)-#5 BARS (2)-#5 BARS (2)-#6 BARS 2" CLR.3" (TYP.)7 5/8"#4 SPACERS AT 48"o.c. 8" BEARING (GROUT FULL HEIGHT BELOW) (TYP.) VERTICAL WALL REINFORCING (TYP.) MEDIUM SPAN REINFORCED MASONRY LINTELS (MAXIMUM CLEAR SPAN 12'-0") ML6 ML8 ML10 ML12 5 5/8"7 5/8"9 5/8"11 5/8"1'-3 5/8"2" CLR.(TYP.)(1)-#5 BAR (2)-#6 BARS (2)-#6 BARS (2)-#6 BARS 2" CLR.3" (TYP.)1'-3 5/8"#4 SPACERS AT 48"o.c. 8" BEARING (GROUT FULL HEIGHT BELOW) (TYP.) VERTICAL WALL REINFORCING (TYP.) LONG SPAN REINFORCED MASONRY LINTELS (MAXIMUM CLEAR SPAN 15'-0") HL8 HL10 HL12 5 5/8"7 5/8"9 5/8"11 5/8"1'-11 5/8"2" CLR.(TYP.)(1)-#6 BAR (2)-#6 BARS (2)-#6 BARS (2)-#6 BARS HL6 1 1/2" CLR.(TYP.)(1)-#6 BAR (2)-#6 BARS (2)-#6 BARS (2)-#6 BARS 2" CLR.3" (TYP.)1'-11 5/8"#4 SPACERS AT 48"o.c. 16" BEARING (GROUT FULL HEIGHT BELOW) (TYP.) VERTICAL WALL REINFORCING (TYP.)1 1/2" CLR.NOTES: GROUT SOLID ALL MASONRY UNITS.1. ALL REINFORCING BARS SHALL BE HOOKED AT THE ENDS.2. FOR TYPE OF CMU AND TYPE OF BOND BEAM SEE SPECIFICATIONS.3. 4. 5. BOND PATTERN OF LINTEL TO MATCH ADJACENT WALL.6. BOTTOM OF LINTEL SHALL BE SOLID MASONRY (LINTEL BLOCK REQUIRED).7. 8. 9.REINFORCED MASONRY LINTELS SHALL BE CONSTRUCTED OF BLOCK WITH A COMPRESSIVE STRENGTH f'm OF 2000 PSI OR GREATER. MAXIMUM CLEAR SPANS SHOWN APPLY ONLY TO NON-LOAD BEARING WALLS THAT IN STACKED BOND WHERE THE HEIGHT OF WALL ABOVE THE LINTEL IS LESS THAN OR EQUAL TO 1/2 OF THE LINTEL CLEAR SPAN. CONTACT THE ENGINEER FOR OTHER CASES WHERE LINTELS ARE NOT SPECIFIED ON THE PLANS. 10.REFERENCE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LINTEL ELEVATIONS. NOTIFY ENGINEER IF OPENINGS DEVIATE FROM INFORMATION SHOWN ON PLAN. MAXIMUM CLEAR SPAN IS DEFINED AS THE CLEAR OPENING WIDTH BETWEEN GROUTED CELLS BELOW THE LINTEL. LINTEL CLEAR SPAN8" (MIN.) BEARING 8" (MIN.) BEARING LINTEL CLEAR SPAN8" (MIN.) BEARING 8" (MIN.) BEARING 16" (MIN.) BEARING 16" (MIN.) BEARING LINTEL CLEAR SPAN ARE NOT GROUTED AND ARE CONSTRUCTED IN RUNNING BOND OR ARE CONSTRUCTED L14 11 5/8" (2)-#6 BARS HL12 11 5/8" (2)-#6 BARS (2)-#6 BARS LINTELS SHALL BEAR ON SOLID CONCRETE MASONRY THAT IS FULLY GROUTED BELOW THE BEARING POINT. 11.(*) INDICATES TWO COURSES ABOVE OPENING TO BE 2" WIDER CMU. LHS6 MAX. CLEAR SPAN: 9'-8" MAX. CLEAR SPAN: 5'-0" L4x3 1/2x5/16" (LLV) MAX. CLEAR SPAN: 7'-0" L6x4x5/16" (LLV) MAX. CLEAR SPAN: 10'-0" L7x4x3/8" (LLV) MAX. CLEAR SPAN: 7'-8" (2)-L3 1/2x2 1/2x5/16" (LLV) LHS8 (2)-L5x3 1/2x3/8" (LLV) LHS10 MAX. CLEAR SPAN: 10'-8" (2)-L6x4x3/8" (LLV) LHS12 MAX. CLEAR SPAN: 9'-8" (2)-L5x5x3/8" 2-16 (TYP.) DOUBLE ANGLE NOTES: 1. 2. 3. 4. 6. LS4 MAX. CLEAR SPAN: 4'-8" (2)-L1 3/4x 1 3/4x1/4" LS6 MAX. CLEAR SPAN: 5'-8" (2)-L2 1/2x2 1/2x1/4" LS8 MAX. CLEAR SPAN: 6'-8" (2)-L3 1/2x3 1/2x1/4" LS10 MAX. CLEAR SPAN: 6'-8" (2)-L4x4x1/4" LS12 MAX. CLEAR SPAN: 6'-8" (2)-L5x3 1/2x3/8" (LLH) 8" BEARING EACH END LINTELS SHALL BEAR ON BRICK OR SOLID CONCRETE MASONRY THAT IS FULLY GROUTED BELOW THE BEARING POINT. PROVIDE A MINIMUM OF 8" OF BEARING WIDTH AT EACH END OF THE LINTEL. FURNISH AND INSTALL ALL LOOSE LINTELS REQUIRED FOR ALL OPENINGS IN MASONRY, INCLUDING MECHANICAL AND ELECTRICAL WORK, WHETHER SPECIFICALLY NOTED ON DRAWINGS OR NOT. ALL LINTELS AT EXTERIOR LOCATIONS OR OTHERWISE SUBJECT TO WEATHER OR CORROSIVE ATMOSPHERE SHALL BE GALVANIZED. TYPICAL STEEL ANGLE LINTELS SHOWN ARE FOR USE IN NON-LOAD BEARING WALLS ONLY UNLESS SPECIFICALLY DETAILED OTHERWISE ON THE PLANS. MAXIMUM CLEAR SPAN IS DEFINED AS THE CLEAR OPENING WIDTH BETWEEN GROUTED CELLS BELOW THE LINTEL. 5.MAXIMUM CLEAR SPANS SHOWN APPLY ONLY TO NON-LOAD BEARING WALLS THAT ARE NOT GROUTED AND ARE CONSTRUCTED IN RUNNING BOND OR ARE CONSTRUCTED IN STACKED BOND WHERE THE HEIGHT OF WALL ABOVE THE LINTEL IS LESS THAN OR EQUAL TO 1/2 OF THE LINTEL CLEAR SPAN. CONTACT THE ENGINEER FOR OTHER CASES WHERE LINTELS ARE NOT SPECIFIED ON THE PLANS. PROVIDE A MINIMUM OF 12" OF BEARING WIDTH AT EACH END OF THE LINTEL FOR SPANS OF 10'-0" OR LARGER. 11 5/8" 9 5/8" 11 5/8" 7 5/8" 9 5/8" 5 5/8" LB7 7 5/8" 3 5/8" LB6 3 5/8" 5 5/8" LB4 3 5/8" 3 5/8" MAX. CLEAR SPAN: 13'-0" L8x4x1/2" (LLV) LB8 3 5/8" 8" BEARING EACH END 8" BEARING EACH END COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN WWW.FHAI.COM ARCHITECT NEW ADDITIONUNIT A UNIT B 3/15/2021 10:11:03 AMC:\Users\jriley\Documents\2020-514_Carmel ESC_Strc (V19)_jriley@tlf-engineers.com.rvtPROJECT NUMBER: 220144.00 EDUCATIONAL SERVICES CENTER ADDITION AND REMODELING CARMEL CLAY SCHOOLS 5055 EAST 131ST STREET CARMEL, INDIANA MASONRY DETAILS S4.04 PROJECT ISSUE DATE: March 15, 2021 Construction Documents DRAWN BY: JDR 317-848-0966 350 East New York Street, Suite 300, Indianapolis, IN 46204 SCALE: 1" = 1'-0" TYPICAL REINFORCED MASONRY LINTEL DETAILS1 SCALE: 1" = 1'-0" TYPICAL STEEL ANGLE LINTEL DETAILS2 PLANNORTHA ET NOF ENESSIONL GI EPERRRA STDHD0VIRA.020414 ANINIDA STATE OFEERNo.DREGSIT e REV. NO.DESCRIPTION DATE TYPICAL PLAN OF HANGING UNIT8'-0" MAX.W8x15 W8x15 W8x15 W8x15JOISTJOIST JOISTC6x10.5C6x10.5LOCATE AT JOIST PANEL POINT (TYP.) 6'-6" MAX. HANGER BY MECHANICAL CONTRACTOR (TYP.) MECHANICAL UNIT W8x15 C6x10.5 HANGER ROD AS REQUIRED (BY MECHANICAL CONTRACTOR) JOIST PER PLAN JOIST PER PLAN 2.0K MAX. HANGER LOAD (PER HANGER) (TYP.)1/4"2" MIN. ROOF DRAIN -SEE PLUMBING DRAWINGS FOR OPENING SIZE AND LOCATION SUPPORT ANGLE L3x3x1/4" TYPICAL EACH SIDE (GALVANIZED) SUMP IF REQUIRED BY ARCHITECT OVERFLOW DRAIN -SEE PLUMBING DRAWINGS FOR OPENIGN SIZE AND LOCATION GUSSET ACROSS FLANGE GUSSET ALONG WEB 1/4"1/2"1 1/2"1 1/2"3"STEEL BEAM (2)-3/4" BOLTS SINGLE OR DOUBLE ANGLE HANGER (TYP.) 3/8"x2 1/2" STIFFENER PLATE (N.S. & F.S.) 3/8"x 4" GUSSET PLATE 4" (SEE PLAN) SEE PLANS OR ELEVATION FOR HANGE ANGLE SIZE. NOTE: 1.3"1/4" STEEL BEAM (SEE PLAN)1/2"1 1/2"1 1/2"3"1/4" 3/8"x 4" GUSSET PLATE (2)-3/4" BOLTS SINGLE OR DOUBLE ANGLE HANGER (TYP.) IF THIS DIMENSION IS MORE THAN 4" AND THE HANGER LOAD EXCEEDS 100 LBS.1. ADD (2)-L2x2x3/16" AS SHOWN. WELD TO TOP AND BOTTOM CHORDS (FURNISHED AND INSTALLED BY MECH. CONTRACTOR). NOTES: STEEL JOIST (SEE PLAN) NOTE 1 SEE (2)-L2x2x3/16" HANGING LOAD NOTE 1 SEE PANEL POINTCL (2)-L2x2x3/16" SEE NOTE 2 ROOF DECK (SEE PLAN) 3/16"(TYP.) INSTALL HARDWOOD BLOCKING TIGHT TO DECK OR C6x13 CHANNEL2. OVER THE ROOF DECK, WHERE CURB LOADS ARE APPLIED TO ROOF DECK. ALL HANGERS SHALL BE CONCENTRIC TO THE JOIST BOTTOM CHORD CENTERLINE.3. DO NOT CLAMP TO ONE SIDE OF THE JOIST BOTTOM CHORD FLANGE. MASONRY WALL L3x3x1/4"HORIZONTAL BRIDGING 1/2" DIA. HIT-A ANCHOR ROD WITH HILTI HIT HY 70 EPOXY AND SCREEN TUBE (2" EMBED.) (8" MIN. AND 24" MAX. VERTICAL SPACING) (TYP.)(TYP.) NOTES: COORDINATE WITH JOIST FABRICATOR FOR SIZE OF ALL BRIDGING.1. BRIDGING CAN NOT BE REMOVED IN TWO CONSECUTIVE SPACES.2. STEEL JOIST (SEE PLAN FOR SIZE AND SPACING) WELDED CROSS BRIDGING (TYP.) DUCTWORKHORIZONTAL BRIDGING (TYP.) HORIZONTAL BRIDGING MAY BE REMOVED AFTER METAL DECK IS INSTALLED METAL ROOF OR FLOOR DECK SEE PLAN BOND BEAM T/STEEL EL.= (SEE PLAN) GROUT SOLID (2)-COURSES ABOVE BOND BEAM CMU WALL (SEE PLAN) JOIST BRIDGING (CONNECTIONS PER SJI SPECIFICATIONS)TIE JOIST BRIDGING TO WALL WITH VERTICAL SLOTTED CONNECTION STEEL JOIST OR BEAM (SEE PLAN) (TYP.) METAL ROOF DECK (SEE PLAN)1/4"3-12 1/4"3-12 5/16"x 5" TALL STEEL ANGLE OR BENT PLATE WITH 5/8" DIA. ADHESIVE ANCHORS (5 5/8" EMBED) AT 48"o.c. IN 2 1/2" VERTICAL SLOTTED HOLES (INSTALL AT BOTTOM OF SLOT) APPLIES AT ANY DISCONTINUITY IN A PERIMETER EDGE ANGLE.1. NOTE: EDGE ANGLE (TYP.) 3/4" DIA. A36 SMOOTH ROD x 0'-9" (CENTER ON JOINT) 3" LONG MIN. JOIST BOTTOM CHORD 3/16"x 3"x 0'-3" PLATE WASHER (2)-NUTS (BRING NUTS TIGHT-TOGETHER. TACK WELD UPPER NUT TO ROD) JOIST BOTTOM CHORD REINF. (WHERE REQ'D) THREADED ROD BETWEEN JOIST BOTTOM CHORD ANGLES. ROD DIAMETER = SPACE BETWEEN BOTTOM CHORD ANGLES - 1/16" ALL HANGERS SHALL BE CONCENTRIC TO THE JOIST BOTTOM CHORD1. CENTERLINE. DO NOT CLAMP TO ONE SIDE OF THE JOIST BOTTOM NOTE: CHORD FLANGE. JOIST SPACING (6'-0" MAX OR 10'-0" MAX) 1/2" JOIST SPACING MINUS 1" 1/2"(6'-0" MAX)OPENING SIZEOPENING SIZE TYP 3/16 CL JOIST L3x3x1/4 (TYP) CL JOIST TYP3/16 CL JOIST CL JOIST 3/16 3/16 TYP TYP L3x3x1/4 OR L6x4x3/8 L3x3x1/4 (TYP) PL 1/8"x4" (TYP AT EDGE OF FLOOR OPENING) L3x3x1/4 (TYP) SECTION PLAN 3/16 2-12 TYPICAL TO SUPPORTING MEMBER L3x3x1/4 (6'-0" MAX) TYP L6x4x3/8 (LLV) (10'-0" MAX) L3x3x1/4 (MAY BE ELIMINATED WHEN EDGE OF OPENING ALIGNS WITH L3x3) TYP NOTES: 1.METAL ROOF DECK SHALL BE INSTALLED CONTINUOUSLY OVER OPENING AND SHALL NOT BE REMOVED UNTIL ABSOLUTELY NECESSARY. 2. INDICATES DIRECTION OF DECK SPAN. 3.FASTEN ROOF DECK TO FRAMING AT PERIMETER OF OPENING AT 6"o.c. 4.WOOD FORMS ANCHORED TO THE DECK SHALL BE USED AS POUR STOPS DURING SLAB CONSTRUCITON. METAL DECK SHALL NOT BE REMOVED FROM OPENING AREA UNTIL ABSOLUTELY NECESSARY. 5.FRAMES REQUIRED FOR HVAC EQUIPMENT - FINAL OPENING SIZE AND LOCATION TO BE DETERMINED FROM THE HVAC APPROVED SHOP DRAWINGS AND VERIFIED IN THE FIELD. MAXIMUM LOAD 800 POUNDS. X19 19.5 2' - 0" 1' - 2" EL.= 112'-10 1/2" T/STEEL2 1/2"EXISTING JOIST EXISTING BEAM STEEL BEAM (SEE PLAN) STEEL JOIST (SEE PLAN) METAL ROOF DECK 2"8" X19 19.5 2' - 0" EXISTING JOIST EXISTING BEAM STEEL BEAM (SEE PLAN) STEEL JOIST (SEE PLAN)2 1/2"EL.= 112'-10 1/2" T/STEEL METAL ROOF DECK 1' - 2" COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN WWW.FHAI.COM ARCHITECT NEW ADDITIONUNIT A UNIT B 3/15/2021 10:11:07 AMC:\Users\jriley\Documents\2020-514_Carmel ESC_Strc (V19)_jriley@tlf-engineers.com.rvtPROJECT NUMBER: 220144.00 EDUCATIONAL SERVICES CENTER ADDITION AND REMODELING CARMEL CLAY SCHOOLS 5055 EAST 131ST STREET CARMEL, INDIANA FRAMING DETAILS S5.01 PROJECT ISSUE DATE: March 15, 2021 Construction Documents DRAWN BY: JDR 317-848-0966 350 East New York Street, Suite 300, Indianapolis, IN 46204 SCALE: 1/4" = 1'-0" TYPICAL DETAIL FOR SUSPENDED MECHANICAL UNITS1 SCALE: 3/4" = 1'-0" TYPICAL ROOF DRAIN SUPPORT WITH OVERFLOW DRAIN4 SCALE: 1" = 1'-0" TYPICAL HANGER CONNECTION DETAIL5 SCALE: 1" = 1'-0" TYPICAL JOIST REINFORCING AT ROOF TOP CONCENTRATED LOADS AND SUSPENDED LOADS7 SCALE: 1" = 1'-0" TYPICAL HORIZONTAL BRIDGING ANCHORAGE8 SCALE: 1/2" = 1'-0" TYPICAL JOIST BRIDGING AT MECHANICAL INTERFERENCES DETAIL9 SCALE: 3/4" = 1'-0" TYPICAL STEEL FRAMING PARALLEL TO MASONRY WALL CONNECTION10 SCALE: 3/4" = 1'-0" TYPICAL EDGE ANGLE SPLICE DETAIL3 SCALE: 3" = 1'-0" TYPICAL JOIST HANGER6 SCALE: 1" = 1'-0" TYP OPENING FRAME (RD) (RV) (RH) (FO)2 PLANNORTHSCALE: 3/4" = 1'-0" SECTION11 SCALE: 3/4" = 1'-0" SECTION12 A ET NOF ENESSIONL GI EPERRRA STDHD0VIRA.020414 ANINIDA STATE OFEERNo.DREGSIT e REV. NO.DESCRIPTION DATE 1.BEAM TO GIRDER AND BEAM OR GIRDER TO COLUMN SHEAR CONNECTIONS: THE FABRICATOR HAS THE OPTION TO USE WT, SHEAR PLATE, OR DOUBLE ANGLE CONNECTIONS, UON 2.ALL CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH AISC "SIMPLE SHEAR CONNECTIONS," AND "HOLLOW STRUCTURAL SECTIONS CONNECTION MANUAL," USING BEAM END REACTIONS SHOWN ON THE FRAMING PLAN, UON BEAM REACTIONS SHOW ON PLAN ARE LRFD FACTORED LOADS. WHERE REACTIONS ARE NOT SHOWN FOR NON-COMPOSITE BEAMS, DESIGN CONNECTIONS FOR 50% OF THE TOTAL ALLOWABLE UNIFORM LOAD ON THE BEAM SPAN ACCORDING TO THE AISC "MANUAL OF STEEL CONSTRUCTION," BUT NOT LESS THAN 10 KIPS, UON ALL CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS 3.USE DOUBLE ANGLES OR PLATES OR LARGER DIAMETER BOLTS IN LIEU OF ADDING A SECOND ROW OF BOLTS ON ANY CONNECTION, UON NOTES: PLAN LEGEND BEAMS AND GIRDERS WILL BE FRAMED IN ACCORDANCE WITH FRAMING PLAN LEGEND AS SHOWN BELOW BEAM CONTINUOUS AT COLUMN (DETAIL A) TYPICAL BEAM AT COLUMN (DETAIL B OR D) BEAM TO SIDE OF COLUMN (DETAIL C) A. CONTINUOUS BEAM C. SIMPLE BEAM AT COLUMN E. SIMPLE BEAM AT MID BEAM B. SIMPLE BEAM AT TOP COLUMN D. SIMPLE BEAM AT END WALL OR CORNER F. TYPICAL BEAM SPLICE SEE PLAN 1"3" (TYP) 2 3/4" (MAX) 8" (UON) 2 1/2" (MAX) 1/4" 1/2" (MAX) CENTERLINE COLUMN BRG STIFFENER (ONE EA SIDE OF WEB) SEE NOTE BELOW 3/4" DIA BOLTS (4 TOTAL) STEEL COLUMN BEAM SPLICE (SEE DETAIL F) STEEL BEAM STEEL BEAM 3/4" THK CAP PLATE (TYP) TYP MIN3/16 BEARING STIFFENERS: 1.PL 3/8" FOR BEAMS W21 AND SMALLER 2.PL 1/2" FOR W24 THRU W30 3. PL 5/8" FOR BEAMS LARGER THAN W30 STEEL BEAM STEEL COLUMN JOIST BRG TYP SEAL WELD 1/4" CAP PLATE (1/2" CAP PLATE AT JOIST BRG) TYP AT TOP OF COLUMN 3/4" DIA BOLTS (SEE NOTE 2) STEEL BEAM SHEAR CONNECTION (SEE NOTE 1) STEEL GIRDER 3/4" DIA BOLTS (SEE NOTE 2) STEEL BEAM SHEAR CONNECTION (SEE NOTE 1) TYP 3/16 BEAM SPLICE (SEE DETAIL F) STEEL BEAM MIN3/16 STEEL COLUMN BRG STIFFENER (SEE DETAIL A) DEEPER STEEL BEAM 3/4" DIA BOLTS (SEE NOTE 2) 3/4" THK CAP PLATE (TYP) CENTERLINE COLUMN BRG STIFFENER (SEE DETAIL A) 3/4" DIA BOLTS (SEE NOTE 2) STEEL BEAM MIN 3/16 TYP 1/4 4 3/4" THK CAP PLATE (TYP) STEEL COLUMN L3-1/2x3-1/2x1/4 (TYP) 4 TOTAL (2 EA SIDE) 3/4" DIA BOLTS (SEE NOTE 2) SHALLOWER STEEL BEAM CENTERLINE SPLICE 3/16 TYP STEEL BEAM DEEPER STEEL BEAM PLATE LENGTH PLATE LENGTH PLATE LENGTH PLATE WIDTHPLATE SIZE -2" (TYP)5"BEARING PLATE SCHEDULE BEARING PLATE MARK SIZE THK x W x L NUMBER ANCHOR RODS REMARKS BP1 BP2 BP3 BP4 BP5 BP6 BP7 BP8 BP9 BP10 1/2" x 4" x 8" 1/2" x 7-1/2" x 8" 1/2" x 7" x 10" 1/2" x 10" x 12" 3/4" x 9" x 12" 3/4" x 11" x 18" 1/2" x 7" x 7" 1/2" x 6" x 9" 2 2 2 2 2 4 2 3 SINGLE BEARING K SERIES JOIST DOUBLE BEARING K SERIES JOIST SINGLE BEARING LH SERIES JOIST DOUBLE BEARING LH SERIES JOIST SINGLE BEARING DLH SERIES JOIST DOUBLE BEARING DLH SERIES JOIST TYPICAL BEAM BEARING CORNER BEAM BEARING NOTE: SEE TABLE ABOVE FOR NUMBER OF ANCHOR TWO ANCHOR LAYOUT FOUR ANCHOR LAYOUT CORNER BEARING LAYOUT SECTION 1/2" DIA HEADED STUD (TYP)EQ EQ 2" (TYP)EQ EQ 2" (TYP)2" (TYP)2" (TYP)3/8"x11"x15"2 3/4"x7"x12"2 BP11 3/4"x7"x10"2 BP12 3/8"x7 1/2"x15"2 BP13 1"x11"x18"2 4"4" 1 1/2" (TYP)1 1/2" (TYP) TYP STEEL BEAM 3/8" STIFFENER PLATE (2 TOTAL) ONE EA SIDE 3/4" CAP PLATE w/ 4-3/4" DIA BOLTS STL COLUMN SEE PLANS FOR SIZE MATCH COLUMN SIZE BELOW (UON) 3/4" BASE PLATE w/ 4-3/4" DIA BOLTS 3/16 CENTERLINE SPLICE TYP 3/4" CAP PLATE w/ 4-3/4" DIA BOLTS STL COLUMN SEE PLANS FOR SIZE TYP CENTERLINE SPLICE 3/16 TYP STEEL BEAM 3/8" STIFFENER PLATE (2 TOTAL) ONE EA SIDE MATCH COLUMN SIZE BELOW (UON) 3/4" BASE PLATE w/ 4-3/4" DIA BOLTS HSS6x6 OR SMALLER HSS8x8 OR LARGER 1 1/2" (TYP) 1 1/2" (TYP)1"1"TYP STEEL BEAM TYP 3/16 POST (SEE PLAN FOR MARK) 3/4" BASE PLATE w/ 4-3/4" DIA BOLTS 3/8" STIFFENER PLATE (4 TOTAL) 2 EA SIDE 3/8" STIFFENER PLATE (4 TOTAL) 2 EA SIDE TYP3/16 STEEL BEAM TYP 3/4" CAP PLATE w/ 4-3/4" DIA BOLTS HANGER (SEE PLAN FOR MARK) POST NOTE:HANGER SEE FRAMING PLAN FOR STRUCTURAL MEMBER SIZES POST HANGER MARK MARKSIZE SIZE PT4 PT6 PT8 HG4 HG6 HG8 HSS4x4x1/4 HSS6x6x1/4 HSS8x8x1/4 HSS4x4x1/4 HSS6x6x1/4 HSS8x8x1/4 1" (MIN)EQ EQ 1/4"1/4" 1" (MIN)EQ EQ CL BEARING 2-#8 (2'-8" LONG) IN 8" DEEP BOND BEAM VERT REINF FULL HEIGHT IN GROUTED CORE TYP EA END (UON) STEEL BEAM (SEE PLAN) BOTTOM PLATE WHERE REQUIRED GROUTED CMU (NO BEARING ON BACK) CL BEARING STEEL BEAM (SEE PLAN) BEARING PLATE 1/2"x7"x7" (UON) CMU WALL VERT REINF FULL HEIGHT IN GROUTED CORE 23/16 ELEVATION SECTION PLAN CORNER SECTION B. BEAM PERPENDICULAR TO MASONRY WALL A. BEAM PARALLEL TO MASONRY WALL NOTE:24 242-#5 8" DEEP BOND BEAM AT CORNER IN CMU WALL CL BEARING (SEE PLAN FOR LOCATION) STL BEAM (SEE PLAN) BEARING PLATE 1/2"x7"x7" (UON) CL BEARING (SEE PLAN FOR LOCATION) STL BEAM (SEE PLAN) CMU WALL BEARING PLATE (SEE PLAN)2-#5 (2'-8" LONG) IN 8" DEEP BOND BEAM CENTERED ON CENTERLINE BEAM STL BEAM (SEE PLAN) BOTTOM PLATE WHERE REQUIRED FILL ALL CORES WITH GROUT FULL HEIGHT BELOW BEARING CMU WALL UON 3/16 2 BEARING PLATE 1/2"x6"x8" (UON) VERT REINF FULL HEIGHT IN GROUTED CORE SECTION ELEVATION NOTE: BEAM CLAMPS TO BE PLACED AT BOTTOM CHORD PANEL POINTS JOIST ARE USED FOR SUPPORT FORGED STEEL BEAM CLAMP w/ WELDLESS EYENUT EQUIPMENT SUPPORT FORGED STEEL BEAM CLAMP w/ WELDLESS EYENUT SUPPORT MEMBER (SEE NOTE) SUPPORT MEMBER (SEE NOTE) ADJUSTABLE CLEVIS HANGER ADJUSTABLE CLEVIS HANGER EQUIPMENT SUPPORT (MIN) 3" IF REQUIRED (TCX) SEE PLAN 1/4" PLATES (CONT) (SEE PLAN) 3/16 SJI ADJACENT CMU WALL CENTERLINE CMU, BEARING PLATE AND JOIST BEARING L3x3x1/4 (6'-0" MAX. JOIST SPACING L4x4x1/4 (10'-0" MAX. JOIST SPACING) (CONT) METAL DECK BEARING PLATE (SEE PLAN) STEEL JOIST (SEE PLAN) TOP BRG PLATE SEE PLAN STEEL BEAM (SEE PLAN) 1/2" PLATE (TYP.) (N.S. & F.S.) 1/4" 1/4" STEEL COLUMN (SEE SCHEDULE) STANDARD SHEAR CONNECTION3/8" COLUMN MAY EXTEND ABOVE TOP OF BEAM SEE NOTE 1 NOTES: USE AT ALL STIFFENERS WHEN COLUMN EXTENDS ABOVE BEAM.1. PERFORM ULTRASONIC TEST BY AN AWS CERTIFIED WELDING INSPECTOR ON ALL FULL PENETRATION GROOVE WELDS. 2. PERPENDICULAR TO DECK OR GRATING SPAN PARALLEL TO DECK OR GRATING SPAN ROOF DECK OR GRATING (SEE PLAN) L4x4x1/4" (U.O.N.) 3/16" L4x4x1/4" AT 6'-0"o.c. MAX. STEEL BEAM (SEE PLAN) 3/16" L4x4x1/4" (U.O.N.) 3/16" L4x4x1/4" AT 6'-0"o.c. MAX. ROOF DECK OR GRATING (SEE PLAN) 3/16" STEEL BEAM (SEE PLAN) SEE PLAN SEE PLAN COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN WWW.FHAI.COM ARCHITECT NEW ADDITIONUNIT A UNIT B 3/15/2021 10:11:11 AMC:\Users\jriley\Documents\2020-514_Carmel ESC_Strc (V19)_jriley@tlf-engineers.com.rvtPROJECT NUMBER: 220144.00 EDUCATIONAL SERVICES CENTER ADDITION AND REMODELING CARMEL CLAY SCHOOLS 5055 EAST 131ST STREET CARMEL, INDIANA FRAMING DETAILS S5.02 PROJECT ISSUE DATE: March 15, 2021 Construction Documents DRAWN BY: JDR 317-848-0966 350 East New York Street, Suite 300, Indianapolis, IN 46204 SCALE: 1" = 1'-0" TYPICAL STEEL FRAMING DETAILS2 N.T.S. BEARING PLATE SCHEDULE4 N.T.S. CONTINUOUS BEAM THRU COLUMN5 N.T.S. POST (PT) AND HANGER (HG)7 N.T.S. BEAM BEARING ON MASONRY1 N.T.S. EQUIPMENT SUPPORT6 SCALE: 1 1/2" = 1'-0" TYPICAL ROOF EDGE CONNECTION3 SCALE: 1" = 1'-0" TYPICAL MOMENT CONNECTION DETAIL8 N.T.S. OVERHANG ROOF DECK EDGE SUPPORT DETAILS9 PLANNORTHA ET NOF ENESSIONL GI EPERRRA STDHD0VIRA.020414 ANINIDA STATE OFEERNo.DREGSIT e REV. NO.DESCRIPTION DATE INTERMEDIATESUPPORTINTERMEDIATESUPPORTENDSUPPORTENDSUPPORT5/8" DIA PUDDLE WELD AT 12"o.c. (36/4) (TYP AT INTERMEDIATE SUPPORTS) 5/8" DIA PUDDLE WELDS AT 6"o.c. (TYP AT EDGE SUPPORTS) 5/8" DIA PUDDLE WELDS AT 6"o.c. (36/7) (TYP AT END SUPPORTS) 2" MIN LAP (TYP AT END SUPPORT) NO. 10 SELF-TAPPING SCREWS AT 24"o.c. (TYP AT SIDE LAP)NOTES: 1.DECK TO HAVE 36" NET COVERAGE 2.NO. 12 SELF-TAPPING SCREWS MAY BE SUBSTITUTED IN LIEU OF PUDDLE WELDS 3.USE NO. 12 SELF-TAPPING SCREWS (RECOMMENDED) WHEN SUPPORTS IS COLD-FORMED FRAMING TYPICAL EDGE SUPPORTS: 1.ANGLE AT ADJACENT WALL 2.ANGLE OR BENT PLATE AT EAVE EDGE SIDE LAP 1/2" (MAX)1" (MAX) 8" AT END ** 2" MAX WT2x6.5 STL BEAM SECT STRUCTURAL SUPPORT MEMBER TYP 1/8 2 1/8 2 1/2" DIA A325 BOLTS (DISTRESS THREADS OR TACK WELD) * FILLER PLATE 1-1/2"x4" (TYP) FILLER PLATE THICKNESS TO MATCH THICKNESS OF STRUCTURAL SUPPORT MEMBER * ELEVATION SECTION STEEL BEAM LOCATION FROM JOIST PANEL POINT FILLER PLATE STRUCTURAL SUPPORT MEMBER WT2x6.5 STEEL BEAM ** 3/16 2 3/16 SJI 3/16 SJIMETAL DECK METAL DECK 1/8" 1/8"(UON)5"(UON)5"TOP BEARING PLATE SEE PLAN TOP BEARING PLATE SEE PLAN STEEL JOIST (SEE PLAN) STEEL JOIST (SEE PLAN) STEEL BEAM (SEE PLAN) STEEL BEAM (SEE PLAN) STEEL BEAM (W14 OR LARGER) SEE PLAN STEEL BEAM (W12 OR SMALLER) SEE PLAN 3/16 2 -L2-1/2x2-1/2x1/4 (8" LONG) ONE EA SIDE WEB METAL DECK METAL DECK METAL DECK 1/8" 1/8" 1/8" 1/8" 2" (TYP) 1"(UON)STD SJI(UON)STD SJI(UON)STD SJISTEEL JOIST (SEE PLAN) STEEL BEAM (SEE PLAN) CENTERLINE BEARING AND CENTERLINE BEAM STEEL JOIST (SEE PLAN) STEEL BEAM (SEE PLAN) STEEL JOIST (SEE PLAN) METAL DECK TYP * STEEL COLUMN (SEE PLAN) EXTENDED BOTTOM CHORD (TYP) DO NOT WELD BOTTOM CHORD TO PLATE STEEL JOIST (SEE PLAN) METAL DECK STEEL JOIST (SEE PLAN) BEARING STIFFENER (TYP) 1/4" PLATE (CENTER ON BOTTOM CHORD JOIST) TYP A. JOIST AT COLUMN B. DOUBLE JOIST BEARING C. SINGLE JOIST BEARING NOTES: 1.* REFERENCE SJI SPECIFICATIONS FOR JOIST TO BEAM WELD AND BOLT SIZES REQUIRED 2.ATTACH BOTTOM JOIST CHORD TO COLUMN AFTER ALL ROOF DEAD LOAD IS INSTALLED IF REQUIRED (TCX) SEE PLAN (UON) 6" VARIES (SEE PLAN) L8x6x1/2 (LLV) (6" LONG) AT 4'-0"o.c. (UON) 1/2" PREFORMED JOINT MATERIAL (ADHERE TO ANGLE) SEE PROJECT MANUAL 3/4" DIA ADHESIVE ANCHOR (6" EMBED) INSTALL IN GROUTED CMU CORE AT BOTTOM OF VERTICAL SLOT TIGHTEN NUT FINGER TIGHT AND TACK WELD NUT TO ANCHOR ADJACENT CMU WALL PLUMB TO FDN BELOW (VERIFY w/ MASONRY CONTRACTOR) JOIST BRIDGING (CONNECTIONS PER SJI SPECS) CL 15/16"x2" (15/16"x3" AT LH AND DLH) VERT SLOT STEEL JOIST (SEE PLAN FOR SIZE) METAL DECK METAL DECK CL JOIST CL JOIST 3/16 5"1" (UON) 1/2" (UON) 6" SEE PLAN 1/2" PREFORMED JOINT MATERIAL (ADHERE TO ANGLE) SEE PROJECT MANUAL 3/4" DIA ADHESIVE ANCHOR (6" EMBED) INSTALL IN GROUTED CMU CORE AT BOTTOM OF VERTICAL SLOT TIGHTEN NUT FINGER TIGHT AND TACK WELD NUT TO ANCHOR ADJACENT CMU WALL STEEL BEAM (SEE PLAN) CL 15/16"x2" VERT SLOT L6x6x1/2 (LLV) (6" LONG)AT 4'-0"o.c. (UON) (1'-4"o.c. AT SIM)(UON)3"3/16 TYP 3/16 TYP STEEL BEAM (SEE PLAN) L2x2x3/16 AT 4'-0"o.c. 1" (UON) 1/2" A. ROOF DECK B. FLOOR DECK ADJACENT CMU WALL 3/4" DIA ADHESIVE ANCHOR (6" EMBED) INSTALL IN GROUTED CMU CORE ADJACENT CMU WALL 1/4" PREFORMED JOINT MATERIAL (ADHERE TO ANGLE) POUR STOP (BY DECK SUPPLIER) 3/4" DIA ADHESIVE ANCHOR (6" EMBED) INSTALL IN GROUTED CMU CORE DECK CONNECTION METAL DECK L6x4x3/8 (LLV) (CONT) 15/16" DIA HOLES IN ANGLE AT 4'-0"o.c. (CENTER IN VERT LEG) DECK CONNECTION COMPOSITE CONC SLAB L6x4x3/8 (LLV) (CONT) 15/16" DIA HOLES IN ANGLE AT 4'-0"o.c. (CENTER IN VERT LEG) 1" 1/4" 1/2" 1"1" 1/2" SECTION A K SERIES JOIST SECTION B LH AND DLH SERIES JOIST EXTENDED BOTTOM CHORD (TYP) DO NOT WELD BOTTOM CHORD TO PLATE 1/4" PLATE CENTERED ON BOTTOM CHORD JOISTL3 1/2x3 1/2x3/8 (7" LONG) CENTERED ON COLUMNw/ 3/8" STIFFENER (CENTERED)L5x5x3/8 (7" LONG)CENTERED ON COLUMNw/ 3/8" STIFFENER (CENTERED)BOLTED CONNECTION PER SJI SPECS STEEL COLUMN 3/16 1/4" PLATE CENTERED ON BOTTOM CHORD JOISTBOLTED CONNECTION PER SJI SPECS EXTENDED BOTTOM CHORD (TYP) DO NOT WELD BOTTOM CHORD TO PLATE 3/16 STEEL COLUMN A. COMPOSITE SLAB B. SLAB ON GRADE #4 DOWELS w/ 2" EMBEDMENT (ONE IN EACH CORNER AND 4'-0"o.c. MAX AROUND PERIMETER) #4 DOWELS w/ 3" EMBEDMENT (ONE IN EACH CORNER AND 4'-0"o.c. MAX AROUND PERIMETER) ADHESIVE ANCHOR SYSTEM ADHESIVE ANCHOR SYSTEM CONCRETE HOUSEKEEPING PAD CONCRETE HOUSEKEEPING PAD 6x6-W2.9xW2.9 WELDED WIRE FABRIC CONC SLAB ON GRADE 6x6-W2.9xW2.9 WELDED WIRE FABRIC COMPOSITE CONC SLAB 3" COORDINATE SIZE AND LOCATION MIN.4"4"3" COORDINATE SIZE AND LOCATION MIN.4"(SEE PLAN)VARIESCL BASE PLATE CL CMU WALL 3/16" BENT PLATE (2" OUTSTANDING LEG) BETWEEN JOISTS METAL DECK STEEL JOIST BEARING PLATE CMU WALL 1/8 3@12 A. AT MASONRY 5" (LH SERIES)2 1/2" (K SERIES)STEEL JOIST STEEL BEAM CL BEAM CL HSS AND CL JST BRGHSS2-1/2x2-1/2x1/8 (K SERIES) HSS5x2x1/8 (LH SERIES) BETWEEN JOISTS METAL DECK 1/8 3@12 A. AT STEEL STEEL JOIST (SEE PLAN) STEEL BEAM (SEE PLAN) T/STEEL EL.= (SEE PLAN) 1/4" CONT. BENT PLATE 11" 4" ROOF DECK (SEE PLAN) 1/4" 1/8"2" (TYP. AT EACH JOIST) SEE PLAN TCX (SEE PLAN) COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN WWW.FHAI.COM ARCHITECT NEW ADDITIONUNIT A UNIT B 3/15/2021 10:11:20 AMC:\Users\jriley\Documents\2020-514_Carmel ESC_Strc (V19)_jriley@tlf-engineers.com.rvtPROJECT NUMBER: 220144.00 EDUCATIONAL SERVICES CENTER ADDITION AND REMODELING CARMEL CLAY SCHOOLS 5055 EAST 131ST STREET CARMEL, INDIANA FRAMING DETAILS S5.03 PROJECT ISSUE DATE: March 15, 2021 Construction Documents DRAWN BY: JDR 317-848-0966 350 East New York Street, Suite 300, Indianapolis, IN 46204 N.T.S. TYPICAL ROOF DECK ATTACHMENT1 N.T.S. EQUIPMENT HANGER CONNECTION3 SCALE: 3/4" = 1'-0" JOIST AND BEAM CONNECTIONS8 N.T.S. TYPICAL JOIST BEARING ON STEEL9 N.T.S. TYPICAL ROOF EDGE CONNECTION11 N.T.S. TYPICAL ROOF EDGE CONNECTION2 SCALE: 3/4" = 1'-0" DECK EDGE CONNECTION4 N.T.S. JOIST CONNECTION AT COLUMN5 SCALE: 1" = 1'-0" HOUSEKEEPING PADS6 SCALE: 1" = 1'-0" EDGE OF DECK SUPPORT (.)10 SCALE: 3/4" = 1'-0" JOIST TO STEEL BEAM CONNECTION7 PLANNORTHA ET NOF ENESSIONL GI EPERRRA STDHD0VIRA.020414 ANINIDA STATE OFEERNo.DREGSIT e REV. NO.DESCRIPTION DATE UPREF.DWSH/SSSSSSDEMOLITION PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)ARCHITECTURAL DEMOLITION GENERAL NOTESA. DEMOLITION IS TO FOLLOW ESTABLISHED CONSTRUCTION SEQUENCE. CONTRACTOR IS TO VERIFY THEIR WORK IN THE FIELD WITH THE DEMOLITION DRAWINGS, NEW CONSTRUCTION DRAWINGS, AND THE EXISTING IN-FIELD CONDITIONS. REPORT DISCREPANCIES TO THE ARCHITECT. B. "FLOORING" DENOTES FLOOR COVERING MATERIALS INCLUDING BACKINGS, ADHESIVES, BASES, DOWN TO BUT EXCLUSIVE OF FLOOR SLABS AND STRUCTURAL MATERIALS, UNLESS NOTED OTHERWISE.C. "CEILING" DENOTES CEILING MATERIALS INCLUDING SUSPENSION SYSTEMS ADHESIVE RESIDUES, MOLDINGS, UP TO BUT EXCLUSIVE OF STRUCTURAL MATERIALS. D. WALLS TO BE REMOVED SHALL BE REMOVED TO A POINT 2" (MIN.) BELOW THE EXISTING FLOOR SLAB (UNLESS SETTING ON SLAB). PATCH WITH NEW CONCRETE TO BE FLUSH WITH THE EXISTING FLOOR SLAB. E. WHEN OPENINGS ARE CUT INTO AN EXISTING WALL, THE OPENING SHALL BE A MINIMUM OF 1'-4" LONGER THAN THE FINISHED OPENING REQUIRED TO ALLOW FOR 8" (MIN) OF NEW CMU TOOTHED-IN AT EDGES. F. AFTER THE DEMOLITION OF MATERIALS, THE RESULTING EXPOSED SURFACE SHALL BE SMOOTH AND FLUSH WITH EXISTING CONDITIONS. G. MECHANICAL AND ELECTRICAL ITEMS THAT ARE CAPPED AND ABANDONED SHALL BE LOCATED BEHIND FINAL FINISH SYSTEMS. H. COORDINATE THIS WORK WITH DEMOLITION WORK ON SITE, STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL. I. PROVIDE INTERIOR AND EXTERIOR SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT OR SETTLEMENT OF EXISTING STRUCTURES. J. CONTRACTOR TO FIELD VERIFY PORTIONS OR SECTIONS OF EXISTING WALLS TO BE FILLED IN AND SALVAGE NECESSARY MATERIAL. K. MATERIALS OF DEMOLITION SHALL BE DISPOSED OF OFF-SITE UNLESS OTHERWISE DIRECTED BY OWNER. L. OWNER TO REMOVE EXISTING FURNITURE AND MISCELLANEOUS ITEMS NOT SHOWN AND NOT TO BE DEMOLISHED. CONTRACTOR TO NOTIFY OWNER IN ADVANCE WHEN ITEMS NEED TO BE REMOVED. CONTRACTOR IS RESPONSIBLE FOR OTHER ITEMS TO BE REMOVED.M. ITEMS TO BE PATCHED. REMOVE ALL LOOSE OR DAMAGED MATERIAL. REFINISH TO LIKE NEW CONDITION, OR IF CONDITION WARRANTS REPLACE IN ENTIRETY.N. THE OWNER SHALL RESERVE RIGHT TO CLAIM ANY MATERIALS THAT ARE BEING DEMOLISHED PRIOR TO THE CONTRACTOR DISPOSING OF THEM OFF SITE. O. "TURNED OVER TO THE OWNER" DENOTES: 1) TAG AND IDENTIFY ITEMS: 2) STORE IN AN ORDERLY FASHION IN A LOCATION DESIGNATED BY THE OWNER.P. EXISTING CEILINGS TO REMAIN UNLESS NOTED OTHERWISE. VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.XT/MAS AEL 114'-0"AD05AD277'-4"AD05AD05AD03AD03FINISH FLOOREL 100'-0"T/MAS AEL 114'-0"AD05AD09AD09AD10AD10FINISH FLOOREL 100'-0"UNIT AUNIT B42'-6"AD08AD05AD05AD08AD05AD05AD05AD09AD09AD11UNIT AUNIT BAD03AD03AD03AD03AD03AD07A166A165 A164A163A167A170A171A174A172A175A173A177A176A179A178A181A180A168A156A158A157A159A160A153A154A150A100A101A102A104A105A103A111A112A110A109A106A107A108A113A113AA114A142A144A143A133A135A134A119 A120A121A122 A123A124A126A128A129A123AA122AA120AA119AA116A132A118A125 A187A186A185A184A130A131AA133AA133BA139A140A141A147A148A161A151A152A145A146A149 A162A162AA155A182FA182AA182BA182CA182GAD13AD12AD13AD13AD12AD12AD12AD12AD12AD13AD13AD12AD12AD12AD13AD13AD13AD13AD12AD12AD12AD12AD12AD12AD12AD12AD12AD13AD12AD12AD12AD12AD13AD13A115AD13AD12AD12AD13A117AD13AD12AD12AD12AD13AD12AD13AD12AD12AD12AD13AD13AD12AD13AD12AD13AD13AD12AD13AD12AD13AD12AD12AD13AD12A123BAD13AD12AD13AD12A136AD13A127A128AA129AA131AD13AD13AD12AD12AD12AD13AD13AD12AD12AD12AD13AD14AD14AD13AD12AD12AD12AD12AD13AD13AD13AD13AD13AD13AD12AD13AD13AD12AD12AD13AD12AD12AD12AD14AD14AD14AD13AD13AD13AD13AD12AD13AD12AD13AD12AD12AD13AD12AD14AD12AD12AD12AD13AD12AD12AD12AD12AD13AD13AD12AD12AD12AD12AD12AD12AD12AD12AD13AD12AD12AD12AD12AD13AD12AD12AD12A169AD13AD12AD12AD12AD13AD12AD12AD12AD13AD12AD12AD13AD12AD12AD13AD13AD12AD13AD12AD13AD12AD13AD12AD12AD14AD13AD12AD13AD12AD12AD13AD12AD12AD13AD12AD12AD13AD12AD16AD13AD13AD12AD12AD08AD08AD18AD19AD20AD23AD23AD26AD24AD25AD25AD25AD27AD26AD24AD25AD24AD28COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL4/15/2021 8:59:27 AM\\data1\citrixprofiles$\ksivilich\My Documents\2019_ARCH_220144.00_ksivilichC8UKY.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANADEMOLITION PLAN -NEW ADDITIONAD0.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: KRS317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHNO.DESCRIPTIONAD03 REMOVE EXISTING CEILING PANELS, TRACK, AND ALLACCESSORIES, COMPLETE. PATCH AND REPAIR ADJACENTMATERIALS AS REQUIRED AND PREPARE FORINSTALLATION OF NEW WORK.AD05 REMOVE EXISTING FACE BRICK, INSULATION AND METALSTUD WALL CONSTRUCTION ALONG WITH ALL RELATEDACCESSORIES TO ACCOMMODATE NEW CONSTRUCTION.PROVIDE INTERMEDIATE SUPPORT AS REQUIRED ANDPROVIDE TEMPORARY ENCLOSURE DURING NEWCONSTRUCTION. PREPARE ADJACENT CONSTRUCTION FORNEW WORK.AD08 REMOVE EXISTING DOOR, FRAME AND HARDWARE,COMPLETE. PREPARE REMAINING OPENING FOR INFILL TOMATCH EXISTING CONSTRUCTION.AD09 REMOVE EXISTING WINDOW SYSTEM IN ITS ENTIRETY,FLASHINGS AND WINDOW STOOL ALONG WITH ALL RELATEDACCESSORIES.AD10 REMOVE EXISTING FLOOR MOUNTED HVAC UNIT,COMPLETE. CAP ALL REMAINING LINES BELOW THE FLOORLINE AS REQUIRED. PREPARE ADJACENT MATERIALS FORNEW CONSTRUCTION.AD11 REMOVE CURVED WALL, COMPLETE. PREPARE ADJACENTMATERIALS FOR NEW CONSTRUCTION.AD12 REMOVE EXISTING VINYL FABRIC WALL COVERING IN ITSENTIRETY. REMOVE CORKBOARD BACKING (WHEREAPPLICABLE). REPAIR WALL TO REMAIN IF NEEDED ANDPROVIDE LEVEL 5 FINISH ON EXISTING GWB (WHEREAPPLICABLE) PRIOR TO NEW FINISHAD13 REMOVE EXISTING CARPET, WALL BASE AND TRANSITIONS.REMOVE ADHESIVES DOWN TO EXISTING SLAB. PREPARESURFACE TO RECEIVE NEW FINISHESAD14 REMOVE EXISTING VINYL TILE FLOORING, WALL BASE ANDTRANSITIONS. REMOVE ADHESIVES DOWN TO EXISTINGSLAB. PREPARE SURFACE TO RECEIVE NEW FINISHESAD16 REMOVE EXISTING TILE FLOOR AND BASE AND PREPARESUBFLOOR TO RECEIVE NEW WORKAD18 CAREFULLY REMOVE OWNER'S SIGNAGE AND REINSTALL INSAME LOCATIONAD19 REMOVE EXISTING VWC FROM OPERABLE WALL (BOTHSIDES) AND REPLACE WITH NEW. SEE LIST OF FINISHES.AD20 REMOVE EXISTING FAUCET, SPRAYER AND ALLACCESSORIES, COMPLETE. PREPARE EXISTING SINK TORECEIVE NEW FAUCET AND SPRAYER.AD23 AREA OF NEW CONSTRUCTION, REFER TO CIVIL DRAWINGSFOR EXTENTS OF SITE DEMOLITIONAD24 REMOVE EXISTING WALL CABINETS AND ACCESSORIES,COMPLETE. PATCH AND REPAIR SUBSTRATE AS REQUIREDTO ACCEPT NEW WORK.AD25 REMOVE EXISTING BASE CABINETS AND ACCESSORIES,COMPLETE. PATCH AND REPAIR WALL AND FLOOR ASREQUIRED TO ACCEPT NEW WORK,AD26 REMOVE EXISTING COUNTERTOP AND BACKSPLASH,COMPLETE. PATCH AND REPAIR WALL TO REMAIN ASREQUIRED TO ACCEPT NEW WORK.AD27 REMOVE EXISTING DOOR, ACCESSORIES AND HARDWARE,COMPLETE. REPAIR FRAME AS REQUIRED. PRIME ANDREPAINT.AD28 REMOVE BROKEN GLAZING, COMPLETE. REPLACE GLAZINGTO MATCH EXISTING.3DEMO - SECTIONSCALE: 1/8" = 1'-0"DEMO - SECTION2SCALE: 3/32" = 1'-0"4DEMOLITION PLAN - OVERALLWILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE1 ADDENDUM #1 4/19/2111 3333333332222222222| | || | || | || | || | || | || | || | || | || | || | || | |22| | || | |33EGRESSPATH: AEGRESSPATH: BEGRESSPATH: CNEW ADDITIONSPRINKLEREDSPRINKLEREDSPRINKLEREDUNSPRINKLEREDUNSPRINKLEREDUNSPRINKLEREDUNSPRINKLEREDUNSPRINKLEREDA1912A1922A1932A1942A1953A1832A1992A1982A1972A1962A1375A182D2A138BA1384A1902A1892A1882A131A2A128A2A129A2A138AA1394A1342A1315BUILDING CODE INFORMATION1. BUILDING DESCRIPTION:2. APPLICABLE CODE:3. BUILDING AREA AND HEIGHT A. OCCUPANCY/USE GROUP: B. CONSTRUCTION TYPE: C. AREA LIMITATION:1. ACTUAL AREA:TOTAL EXISTING SFTOTAL NEW ADDITION SFTOTAL COMPLETE SF D. ALLOWABLE HEIGHT:1. ALLOWABLE MODIFICATIONS:2. ACTUAL HEIGHT:4. USE AND OCCUPANCY CLASSIFICATION INDIANA BUILDING CODE CHAPTER 3: A-3 -ASSEMBLY (LESS THAN 10%) B -BUSINESS, EXISTING -26,759.96 B -BUSINESS, NEW -2,247.02 S-1 -STORAGE, EXISTING -9,543.38 S-1 -STORAGE, NEW -600.83 INCIDENTAL USE AREAS INDIANA BUILDING CODE SECTION AND TABLE 508.2 ACCESSORY USE AREAS INDIANA BUILDING CODE SECTION 508.3.1. ACCESSORY OCCUPANCIES ARE THOSE OCCUPANCIES SUBSIDIARY TO THE MAIN OCCUPANCY OF THE BUILDING OR PORTION THEREOF. AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10% OF THE AREA OF THE STORY IN TABLE 503 WITHOUT HEIGHT AND AREA INCREASES IN ACCORDANCE WITH SECTIONS 504 AND 506 FOR SUCH ACCESSORY OCCUPANCIES (2012 INTERNATIONAL BUILDING CODE) AREA LIMITATION INDIANA BUILDING CODE SECTION 503BUILDING IS PER SEPARATED USE GROUPS5. TYPE OF CONSTRUCTION INDIANA BUILDING CODE CHAPTER 6 (SEE TABLE) TYPE II-B FIRE SEPARATION DISTANCES INDIANA BUILDING CODE TABLE 602: REFER TO THE SITE PLAN DRAWINGS FOR LOCATION OF BUILDING(S) ON SITE; DISTANCES TO CLOSEST INTERIOR LOT LINES; TO THE CENTER OF A STREET, ALLEY OR PUBLIC WAY; OR TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE SAME LOT. 6. FIRE RESISTANCE RATED CONSTRUCTION INDIANA BUILDING CODE CHAPTER 7: REFER TO THE CODE PLANS FOR MAXIMUM AREAS OF EXTERIOR OPENINGS BASED ON THE FIRE SEPARATION DISTANCES. PENETRATIONS THROUGH FIRE-RESISTANCE-RATED ASSEMBLIES SHALL BE PROVIDED WITH FIRESTOPPING PER PROJECT MANUAL. CEILING AND FLOOR OPENINGS THROUGH NON-FIRE-RESISTANCE- RATED ASSEMBLIES SHALL BE PROVIDED WITH FIREBLOCKING PER PROJECT MANUAL. 7. INTERIOR FINISHES TO COMPLY WITH INDIANA BUILDING CODE CHAPTER 88. FIRE PROTECTION SYSTEMS INDIANA BUILDING CODE CHAPTER 9: S-1 USE GROUP SEPARATED BY 3 HOUR FIRE BARRIER FROM REMAINDER OF USE GROUPS9. MEANS OF EGRESS INDIANA BUILDING CODE CHAPTER 10: THE MEANS OF EGRESS REQUIREMENTS SHALL BE DETERMINED BY THE ACTUAL OR COMPUTED NUMBER OF OCCUPANTS WHICHEVER IS THE LARGEST NUMBER. REFER TO THE CODE PLANS FOR ROOM OCCUPANT LOADS. AREAS OR ROOMS WITH 50 OR MORE OCCUPANTS SHALL BE PROVIDED WITH TWO OR MORE MEANS OF EGRESS; 500 OR MORE OCCUPANTS SHALL BE PROVIDED WITH THREE OR MORE MEANS OF EGRESS; AND 1000 OR MORE OCCUPANTS SHALL BE PROVIDED WITH FOUR OR MORE MEANS OF EGRESS. 10.STRUCTURAL DESIGN LOADS: REFER TO STRUCTURAL DRAWINGS FOR CODE REQUIREMENTSEXISTING SCHOOL SYSTEM ADMINISTRATIVE OFFICE BUILDING.2012 INTERNATIONAL BUILDING CODE-INDIANA BUILDING CODE, 2014 EDITION (675 IAC 13-2.6)2012 INTERNATIONAL FIRE CODE-INDIANA FIRE CODE, 2014 EDITION (675 IAC 22-2)2012 INTERNATIONAL MECHANICAL CODE-INDIANA MECHANICAL CODE, 2014 EDITION (675 IAC 18-1.6)2012 INTERNATIONAL PLUMBING CODE-INDIANA PLUMBING CODE, 2012 EDITION (675 IAC 16-1.4)2012 INTERNATIONAL ELECTRICAL CODE-INDIANA ELECTRICAL CODE, 2009 EDITION [NFPA 70-2008] (675 IAC 17-1.8)INDIANA ENERGY CONSERVATION CODE 2010[ASHRAE 90.1, 2007 AMENDED] (672 IAC 19-4)2010 ADA STANDARDS FOR ACCESSIBLE DESIGNB, ADMINISTRATIONS-1, STORAGEA-3, ASSEMBLY (LESS THAN 10%)USES (302.1)II-B (601) 36,303.34 SF 2,847.85 SF 39,151.19 SF3 STORY, 55'-0" (TABLE 503)3 STORY, 55'-0" (504.2)1 STORY, 14'-4"BUILDING DESIGNED FOR:60 STAFFCALCULATED MAXIMUM OCCUPANT LOAD45CODE PLAN LEGENDFIRE BARRIERSTO EXTEND TO THE FLOOR/ROOF DECKINDICATES 3 HOUR FIRE-RESISTANT RATED FIRE BARRIER WITH 3 HOUR RATED OPENING PROTECTIVES, SECTION 707INDICATES EXISTING 2 HOUR FIRE-RESISTANT RATED FIRE BARRIERINDICATES EXISTING 2 HOUR FIRE-RESISTANT RATED FIRE BARRIER UPGRADED TO 3 HOURRATED FIRE BARRIEROCCUPANCYEXISTING B OCCUPANCYEXISTING S1 OCCUPANCYNEW S1 OCCUPANCYNEW B OCCUANCYCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/15/2021 10:42:40 AM\\data1\citrixprofiles$\adevoe\My Documents\2019_ARCH_220144.00_adevoe.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANACODE PLANA0.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: KRS317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHSCALE: 3/32" = 1'-0"FIRST FLOOR - CODE PLAN1EGRESS SCHEDULEPath ID Travel DistanceA121'-5"B110'-0"C143'-1"ROOM LEGEND - NEW ADDITIONROOM NO. ROOM NAME AREA (SF) OccupancyA128A ADMIN. ASST. 118 SF 2A129A ADMIN. ASST. 132 SF 2A131 OPEN AREA 405 SF 5A131A ADMIN. ASST. 121 SF 2A134 ASST. DIR. OF SP. SERVICES/SP. ED. HIGH SCHOOL 167 SF 2A137 SAN/SERVER/BACKUP SPECIALIST 436 SF 5A138 INSTRUCTIONAL COACHES 320 SF 4A138A CORRIDOR 935 SF N/AA138B ENTRY 57 SF N/AA139 SERVER ROOM 304 SF 4A182D WAREHOUSE EXPANSION 567 SF 2A183 ADMIN. ASST. 145 SF 2A188 CONFERENCE 174 SF 2A189 ADMIN. ASST. 130 SF 2A190 INST. COACH & CONF. 132 SF 2A191 NETWORK ADMINISTRATOR 144 SF 2A192 DATA BASE ADMIN. 145 SF 2A193 COMPUTER TECH. 1 145 SF 2A194 TECH II HELP 145 SF 2A195 DIRECTOR OF TECHNOLOGY & DATA SOLUTIONS 257 SF 3A196 COORD. TECH. SERVICES 148 SF 2A197 TRAINING & DEVELOPMENT SPECIALIST 150 SF 2A198 WIRELESS NETWORK INFRASTRUCTURE SPECIALIST 149 SF 2A199 COMPUTER TECH. 1 147 SF 2WILLIAME.PAY NEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE TTTTTTTTTTTTTTTTTTTPGTTARCHITECTURAL PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)INDICATES WALL TYPE. REFER TO DRAWING _____ FOR WALL THICKNESS,HEIGHT AND COMPOSITION.ARCHITECTURAL PLAN GENERAL NOTESA. ALL CMU WALLS THAT DO NOT LAY OUT IN FULL OR HALF LENGTHS SHOULD BE BALANCED SO AS NOT TO HAVE ANY PIECES LESS THAN 4" IN SIZE EXPOSED TO VIEW.B. WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESS NOTED OTHERWISE. C. THERE SHALL BE PERIMETER INSULATION CONTINUOUS AROUND THE ENTIRE PERIMETER OF THE BUILDING EXTENDING 2'-0" MINIMUM BELOW GRADE. D. THE BASE FLOOR ELEVATION INDICATED FOR THE PROJECT IS 100'-0". REFER TO SITE PLAN FOR CORRELATION TO USGS DATUM. E. ALL INTERIOR MASONRY WALLS THAT RUN TO UNDERSIDE OF DECK ABOVE SHALL HAVE A 2" JOINT (U.N.O.) AT THE DECK TO BE FILLED WITH FIRE STOPPING AT RATED WALLS PER PROJECT MANUAL., AND MINERAL WOOL AT THE NON-RATED WALLS, TO ALLOW FOR DEFLECTION.F. FOR TYPICAL COMMON JOINT DETAILS AND CONSTRUCTION MOVEMENT JOINT DETAILS REFER TO DETAILS ON SHEET XX. G. ALL DIMENSIONS ON FLOOR PLANS ARE TO FINISH FACE OF CMU, CONCRETE, BRICK OR FINISH FACE OF GWB AT METAL STUD WALLS, UNLESS NOTED OTHERWISE. EXCEPTION: EXTERIOR METAL STUD WALLS ARE TO FACE OF METAL STUDS.H. HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BE LOCATED 4" MINIMUM FROM ADJACENT WALL UNLESS NOTED OTHERWISE. I. ALL EXPOSED CONCRETE MASONRY UNITS (CMU) CORNERS ARE TO BE BULLNOSE, EXCEPT AT WINDOW JAMBS, BULKHEADS, WINDOW AND DOOR HEADS. J. SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONS AND DETAIL REFERENCES. K. REFER TO ROOM FINISH SCHEDULE OR PLAN AND EQUIPMENT PLANS FOR LOCATION AND EXTENT OF FINISH FLOOR MATERIALS. L. PROVIDE WOOD BLOCKING AS REQUIRED. WITHIN METAL STUD WALLS FOR WALL MOUNTED ITEMS.M. REFER TO MASTER/CODE PLANS FOR CODE INFORMATION AND FIRE RATED WALL LOCATIONS. N. PROVIDE SPRAY FOAM INSULATION AND THERMAL BARRIER CONTINUOUS AT INTERSECTION OF EXTERIOR WALLS AND DECK.VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.XW###A8.021XFX22X21X20X18X16X16X17X17X19X19X14XQXMXJXG2A8.0243AA3.011A3.012B2A5.013A5.011A5.024A5.012A5.023A5.024A5.02144 SFNETWORKADMINISTRATORA191SAN/SERVER/BACKUPSPECIALISTA137WAREHOUSEEXPANSIONA182D145 SFDATA BASE ADMIN.A192145 SFCOMPUTER TECH. 1A193150 SFTRAINING &DEVELOPMENTSPECIALISTA197257 SFDIRECTOR OFTECHNOLOGY &DATA SOLUTIONSA195320 SFINSTRUCTIONALCOACHESA138147 SFCOMPUTER TECH. 1A199SERVER ROOMA139145 SFADMIN. ASST.A183149 SFWIRELESS NETWORKINFRASTRUCTURESPECIALISTA198INST. COACH & CONF.A190ADMIN. ASST.A189ADMIN. ASST.A128AADMIN. ASST.A129AOFFICEA135OFFICEA134OFFICEA129OFFICEA128ADMIN. ASST.A131ASUPERVISOR OFLEARNINGA187EARLY CHILDHOODCOORD.A1251'-0"21'-9"24'-7"1'-6"VESTIBULEA126CLOSETA127WORKROOMA130OPEN AREAA131TRAINING ROOMA133STORAGEA133ASTORAGEA133BSTORAGEA182CONFERENCEA188145 SFTECH II HELPA194148 SFCOORD. TECH.SERVICESA196935 SFCORRIDORA138AUNIT AUNIT BUNIT AUNIT BW3W3W3W3W3W3W3W3W3W3W3W3W3W3W3W2W1W3AM1M2W3W3W3W1W31'-4"10'-10"23'-6"23'-6"1'-0"4'-7".13'-7 1/2".13'-7 1/2".10'-4".10'-0".10'-0".10'-0".6'-10"7'-8"3'-2 3/4"24'-6 1/4".11'-3 3/8".11'-4 1/8".11'-4 1/8".11'-3 3/8".11'-0 1/4"14'-3 3/4".6'-2 3/4"3'-8".35'-11 5/8"7 5/8"44'-11 3/4"60'-2"48'-10"W38'-6"2'-4"19'-4"4'-2"7'-2"16'-4"14'-6 3/8"19'-11 3/4"11 7/8"12'-0 1/8"CLCLCLCL7 1/8"2'-1 1/8"2'-0"9'-6".12'-4"12'-4 1/8"A196A197A198A199A195A193A192A191A189A139A188A137AA138AW12'-6" 18'-0" 2'-6"1'-10"7'-4"2'-1 3/8"7'-4"3'-0 7/8"7'-4"3'-0 7/8"7'-4"7'-2 7/8"7'-4"6'-2"3'-4"7'-4"5'-11"14'-1"5'-2 5/8"12'-11 3/8"CLCLCLCLA200A1.014SIMAAAAAAA194W1W1A1.0168" 10"6A5.01935 SFCORRIDORA138A935 SFCORRIDORA138A405 SFOPEN AREAA131405 SFOPEN AREAA131405 SFOPEN AREAA131A1.015A1.014SIMW319.919.96" 9'-2"A2043'-11 1/8"6"9'-0"9'-6 1/4"10'-11 1/2"6"A205A206A207CLOSETA140AW3W2W2W2W26'-9 3/8"ENTRYA138BA138BW4W4W4W3A1.013A1.012X19XJB6 1/4"2'-0" 1'-3 1/8"2'-1"10 1/4"W3W1W1W1W38 7/8" 6 1/4"W4W419.9BW3W3W37 5/8" 4 7/8"4 1/4"4"4 1/4"6 1/4"21.9M21'-3 7/8"11 7/8"4 1/4"7 5/8"7 5/8" 8 5/8"9.1005.3034.2054.3037.2204.547XFX20X19XG4A5.023'-3"9'-9 1/2"1'-6 5/8"1'-8"1'-8"2'-0 1/4"CLCLCL2'-0" 2'-0"8'-10"W1W1W1W1W1W1M119.9B1'-3 5/8"1'-7 7/8"W4W4W311 3/8"1'-1 3/8"W3W4W4COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL4/19/2021 2:56:50 PM\\data1\citrixprofiles$\ksivilich\My Documents\2019_ARCH_220144.00_ksivilichC8UKY.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANAARCHITECTURAL PLAN -NEWADDITIONA1.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: KRS317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204ROOM LEGEND - NEW ADDITIONROOM NO. ROOM NAME AREA (SF) OccupancyA128A ADMIN. ASST.118 SF 2A129A ADMIN. ASST.132 SF 2A131 OPEN AREA405 SF 5A131A ADMIN. ASST.121 SF 2A134 OFFICE167 SF 2A137 SAN/SERVER/BACKUP SPECIALIST 436 SF 5A138 INSTRUCTIONAL COACHES320 SF 4A138A CORRIDOR935 SF N/AA138B ENTRY57 SF N/AA139 SERVER ROOM304 SF 4A182D WAREHOUSE EXPANSION567 SF 2A183 ADMIN. ASST.145 SF 2A188 CONFERENCE174 SF 2A189 ADMIN. ASST.130 SF 2A190 INST. COACH & CONF.132 SF 2A191 NETWORK ADMINISTRATOR144 SF 2A192 DATA BASE ADMIN.145 SF 2A193 COMPUTER TECH. 1145 SF 2A194 TECH II HELP145 SF 2A195 DIRECTOR OF TECHNOLOGY & DATA SOLUTIONS 257 SF 3A196 COORD. TECH. SERVICES148 SF 2A197 TRAINING & DEVELOPMENT SPECIALIST 150 SF 2A198 WIRELESS NETWORK INFRASTRUCTURE SPECIALIST 149 SF 2A199 COMPUTER TECH. 1147 SF 24.205 8" CMU4.303 MODULAR SIZE FACE BRICK (COLOR 1)4.547 CAVITY WALL AIR SPACE5.303 6" COLD-FORMED METAL FRAMING7.220 3" THICK EXTRUDED POLYSYTRENE BOARD INSULATION9.100 5/8" GYPSUM WALLBOARD (GWB)PLANNORTHSCALE: 1/8" = 1'-0"ARCHITECTURAL PLAN - NEW ADDITION1SCALE: 3/4" = 1'-0"PLAN DETAIL2SCALE: 3/4" = 1'-0"PLAN DETAIL4SCALE: 3/4" = 1'-0"PLAN DETAIL3SCALE: 1/2" = 1'-0"PLAN DETAIL6SCALE: 3/4" = 1'-0"PLAN DETAIL5WILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE1 ADDENDUM #1 4/19/211 ROOF PLAN NOTES*MECHANICAL, ELECTRICAL AND PLUMBINGINFORMATION SHOWN ON THIS PLAN IS GENERAL IN NATURE. REFER TO P, M AND E DRAWINGS FOR FURTHER INFORMATION AND COORDINATE ALL REQUIRED ROOFOPENINGS OR ROOF MOUNTED EQUIPMENT.ROOF PLAN GENERAL NOTESA. ALL DETAILS SHOWN ARE FOR GENERAL INFORMATION. ALL FINAL FLASHING CONDITIONS SHALL BE THE RESPONSIBILITY OF THE ROOF INSTALLER, AND SHALL MEET APPROVAL OF ROOF MANUFACTURER.B. ALL DETAIL MODIFICATIONS MUST HAVE SHOP DRAWINGS APPROVAL. CONTRACTOR SHALL INSPECT AND VERIFY ALL EXISTING FIELD CONDITIONS, CLEARANCES, AND DIMENSIONS BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF EXISTING CONDITIONS. SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED, CONTACT ARCHITECT BEFORE PROCEEDING WITH ANY FURTHER WORK.C. OPENINGS IN ROOF WILL BE CUT BY ROOF CONTRACTOR. MECHANICAL CONTRACTOR TO COORDINATE LOCATION OF OPENING IN ROOF WITH ROOF CONTRACTOR. CURB TO BE PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY ROOF CONTRACTOR.D. PROVIDE FLASHING AND SADDLES FOR ALL EQUIPMENT PROVIDED UNDER MECHANICAL.E. SADDLES AND TAPERED INSULATION SYMBOLS INDICATE DESIGN INTENT TO SLOPE TO DRAIN. CONTRACTOR SHALL PROVIDE SUBMITTAL DRAWIINGS FOR TAPERED INSULATION AND SADDLES TO INSURE POSITIVE SLOPE.F. THE ROOF CONTRACTOR SHALL PROTECT ALL ROOF DRAINS, SCUPPERS, AND DOWNSPOUTS FROM DEBRIS CREATED DURING DEMOLITION AND CONSTRUCTION. THE ROOF CONTRACTOR SHALL INSPECT AND CLEAR ALL DRAINS, SCUPPERS, AND DOWNSPOUTS PRIOR TO COMPLETION OF WORK AND TO ENSURE THAT THEY ARE FREE OF DEBRIS AND ARE FUNCTIONING PROPERLY.VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.ROOF PLAN SYMBOL LEGENDXSLOPE? / 12INDICATES ROOF DRAIN (RD) AND OVERFLOW DRAIN (OD). (FLASH IN ACCORDANCE WITH ROOF MEMBRANE MANUFACTURER'S RECOMMENDATION.) REFER TO DETAIL 3-A2.01 (UNO) 12'-0"(UNO) 8'-0"VSDSFLINDICATES VENT STACK -REFER TO PLUMBING DRAWINGSINDICATES FLUE -REFER TO MECHANICAL DRAWINGSINDICATES MECHANICAL EQUIPMENT -REFER TO MECHANICAL DRAWINGSINDICATES ROOF SLOPEINDICATES ROOF SADDLE -REFER TO PROJECT MANUAL.INDICATES EXPANSION JOINT -REFER TO ROOF PLAN AND WALL SECTIONS.INDICATES WALL LINE BELOW -REFER TO ARCHITECTURAL FLOOR PLANS INDICATES METAL DOWNSPOUT. REFER TO ROOF PLAN AND BUILDING ELEVATIONS FOR LOCATIONS INDICATES WALKWAY PADS -REFER TO PROJECT MANUAL2A5.013A5.014A5.013A5.02UNIT AUNIT B48'-10"6A5.011/2" / 12"1/2" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/2" / 12"1/2" / 12"60'-2 1/32"12'-11 3/8" 35'-10 5/8"3A5.01SIM12334EXISTING ROOF CONSTRUCTION; NO WORK THIS AREA (U.N.O.)EXISTING ROOF CONSTRUCTION; NO WORK THIS AREA (U.N.O.)445TAPERED INSULATION (TYP)REMOVABLE OVERFLOW DRAIN STRAINER WITH WATER DAM EXTENDERROOF DECK (TYP) 12'-0" x 8'-0"REMOVABLE DRAIN STRAINER 4'-0"4'-0" 4'-0"RDODREFER TO 2-A2.02 (RD)FOR ADDITIONAL NOTES AND DIMENSIONS (UNO)REFER TO 3-A2.02 (OD)FOR ADDITIONAL NOTES AND DIMENSIONS (UNO)WOOD BLOCKING AS REQ'D (CONT) TYPROOF CONSTRUCTION REFER TO ROOF PLANROOF CONSTRUCTION REFER TO ROOF PLANSUMP PAN (TYP)SPRAY POLYURETHANE FOAM INSULATION (2" MIN) WITH THERMAL BARRIER (TYP)REMOVABLE DRAIN STRAINERCLAMPING RINGROOF MEMBRANE TAPERED INSULATION (1/2" MIN @ ROOF DRAIN (UNO) SLOPE 1/2 / FTROOF CONSTRUCTION. REFER TO ROOF PLANROOF DECKINSTALL COMPATIBLE SEALANT BETWEENDRAIN BOWL FLANGE AND ROOF MEMBRANEDECK CLAMPDRAIN BOWLREFER TO N.R.C.A. DETAIL TS-20SNOTE: PROVIDE VINYL COVER WITH INSULATION AT EXPOSED AREAS OF ROOF DRAIN BODY 4'-0"ROUND CUT IN MEMBRANE -EXTEND APPROX. 1'' PAST CLAMPING RING. HOLE IN MEMBRANE SHOULD BE LARGER THAN DRAIN PIPE PERIMETER 1/2"MIN 2"WOOD BLOCKING AS REQ'D 4'-0"NOTE: PROVIDE VINYL COVER WITH INSULATION AT EXPOSED AREAS OF ROOF DRAIN BODYREFER TO N.R.C.A. DETAIL TS-20SSPRAY POLYURETHANE FOAM INSULATION (2" MIN) WITH THERMAL BARRIER (TYP)ROOF DECKINSTALL COMPATIBLE SEALANT BETWEENDRAIN BOWL FLANGE AND ROOF MEMBRANEDECK CLAMPDRAIN BOWLROUND CUT IN MEMBRANE -EXTEND APPROX. 1'' PAST CLAMPING RING. HOLE IN MEMBRANE SHOULD BE LARGER THAN DRAIN PIPE PERIMETERREMOVABLE OVERFLOW DRAIN STRAINERCLAMPING RING WITH WATER DAM EXTENDERROOF MEMBRANETAPERED INSULATION (1/2" MIN @ ROOF DRAIN (UNO) SLOPE 1/2 / FTROOF CONSTRUCTION. REFER TO ROOF PLANWOOD BLOCKING AS REQ'D 1/2"MIN 2"MEMBRANE FLASHING -EXTEND UP AND OVER WOOD BLOCKING AND ANCHOR W/ FLAT TERMINATION BAR @ 12" OC. SET BAR IN MASTIC.METAL COPING WITH CONTINUOUS ANCHOR CLEAT. REFER TO WALL SECTIONS AND ROOF DETAILSFACE OF WALL (BEYOND) REFER TO FLOOR PLAN AND WALL SECTIONSNOTE:REFER TO PARAPET ENDWALL ISOMETRIC 6-A2.02 FOR MEMBRANE FLASHING TERMINATION AT METAL COPING AND ADJACENT WALL.2x WOOD BLOCKING (CONT). COUNTERSINK ANCHORSWALL CONSTRUCTION REFER TO FLOOR PLANS AND WALL SECTIONSMEMBRANE FLASHING (BEYOND)METAL COUNTERFLASHING (CLOSE OPEN END) WITH SEALANT (CONT) ALL SIDESFLAT TERMINATION BAR SET BAR IN MASTIC. SEAL EXPOSED MEMBRANE FLASHING EDGE WATERTIGHTEMBEDDED FLEXIBLE FLASHING WITH SS DRIP EDGE. REFER TO WALL SECTIONS AND ROOF DETAILSMETAL COUNTERFLASHING REFER TO WALL SECTIONS AND ROOF DETAILSWIDTH OF WALL CONSTRUCTIONLINE OF ROOF MEMBRANE, BEHIND MEMBRANE FLASHING. TURN ROOF MEMBRANE UP FACE OF WALL AND ANCHOR WITH FLAT TERMINATION BAR @ 12" OC. SET BAR IN MASTICEXTENTS OF MEMBRANE FLASHING AT PARAPET WALL CONSTRUCTIONOVERLAP MEMBRANE FLASHING AT ADJACENT WALL OVER MEMBRANE FLASHING AT PARAPET WALL AND SEAL WATERTIGHTMEMBRANE FLASHING -EXTEND UP AND OVER WOOD BLOCKING AND ANCHOR WITH FLAT TERMINATION BAR @ 12" OC. SET BAR IN MASTIC. REFER TO COPING ENDWALL FLASHING DETAIL 5-A2.02 FOR ADDITIONAL NOTESFLAT TERMINATION BAR. SET BAR IN MASTIC. SEAL EXPOSED MEMBRANE FLASHING EDGE WATERTIGHTMEMBRANE FLASHINGFACE OF ADJACENT WALL CONSTRUCTIONEXTEND MEMBRANE FLASHING UP FACE OF WALL AND ANCHOR WITH FLAT TERMINATION BAR @ 12" OC. SET BAR IN MASTIC.METAL COUNTERFLASHING REFER TO WALL SECTIONS AND ROOF DETAILSEMBEDDED FLEXIBLE FLASHING WITH SS DRIP EDGE. REFER TO WALL SECTIONS AND ROOF DETAILS1'-0" MINREFER TO N.R.C.A. DETAIL TS-18SVENT STACK / PIPE PENETRATIONSEALANTSS DRAWBANDINSTALL SEALANT BETWEEN PIPE AND PREFABRICATED MEMBRANE FLASHING COVERPREFABRICATED MEMBRANE FLASHING COVERWELDED SEAMBASE MEMBRANE ATTACHMENT AS REQUIRED FOR SPECIFIC ROOFING SYSTEMMEMBRANE ROOFING SYSTEM. REFER TO ROOF PLANCOVER BOARD AND ROOF INSULATION (UNO)ROOF DECKSPRAY POLYURETHANE FOAM INSULATION (2" MIN) WITH THERMAL BARRIER TYPICAL AROUND ROOF PENETRATIONNOTE: PROVIDE 2x6 TREATED WOOD BLOCKING (CONT) AS REQUIREDCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/15/2021 10:42:57 AM\\data1\citrixprofiles$\adevoe\My Documents\2019_ARCH_220144.00_adevoe.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANAROOF PLAN -NEW ADDITIONA2.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: KRS317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHSCALE: 1/8" = 1'-0"ROOF PLAN - NEW ADDITION1SCALE: 3/4" = 1'-0"SECTION - ROOF DRAIN (RD) / OVERFLOW DRAIN (OD)2SCALE: 1 1/2" = 1'-0"ROOF DRAIN (RD)4SCALE: 1 1/2" = 1'-0"OVERFLOW DRAIN (OD)3SCALE: 1 1/2" = 1'-0"COPING ENDWALL FLASHING6SCALE: 1 1/2" = 1'-0"PARAPET ENDWALL ISOMETRIC7SCALE: 12" = 1'-0"VENT STACK (VS)51 ROOF TYPE: MEMBRANE ROOFING SYSTEM (ADHERED) ON1/4" COVER BOARD OVER ROOF INSULATION (4" BASE UNO)WITH TAPERED INSULATION ON VAPOR RETARDER OVERFLAT METAL ROOF DECK.2 REMOVE EXISTING MASONRY, ALONG WITH ALL RELATEDACCESSORIES, AT ROOF TO WALL INTERSECTION TOACCOMMODATE INSTALLATION OF NEW THRU-WALLFLASHING AND NEW METAL COUNTERFLASHING. REFER TO2, 3 AND 4 ON SHEET A5.02.3 PREFINISHED METAL COPING, REFER TO 2-A5.034 ROOF EQUIPMENT, SEE MECHANICAL5 ROOF WALKPAD, TYP.WILLIAME.PAY NEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE BUILDING ELEVATION NOTESVERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)ELEVATION GENERAL NOTESX1. REFER TO THE ELECTRICAL AND TECHNOLOGY DRAWINGS FOR CAMERA, LOCATIONS, SECURITY DEVICES, RECEPTACLES, LIGHT FIXTURES, ETC. COORDINATE LOCATIONS WITH VENEER COURSING TO PROVIDE CONSISTENT MOUNTING HEIGHTS.2. REFER TO PLUMBING DRAWINGS FOR EXTERIOR WALL HYDRANTS, SECONDARY ROOF DRAIN OUTLETS, ETC. COORDINATE PENETRATIONS THROUGH EXTERIOR ENVELOPE WITH OTHER TRADES. PROVIDE TRANSITION MEMBRANE TO MAINTAIN AIR BARRIER SYSTEM.3. REFER TO MECHANICAL DRAWINGS FOR EXTERIOR LOUVER LOCATIONS LOCATED IN EXTERIOR WALL AND EXTERIOR SOFFITS. COORDINATE PENETRATIONS THROUGH EXTERIOR ENVELOPE WITH OTHER TRADES. PROVIDE TRANSITION MEMBRANE TO MAINTAIN AIR BARRIER SYSTEM.T/MAS AEL 114'-0"T.O. ACCENT COURSEEL 101'-6 5/8"BTM. LINTELEL 108'-10 5/8"AA138A7.8074.0024.0027.0087.00816 COURSES EACHE.Q.E.Q.FINISH FLOOREL 100'-0"A23.0034.3004.3014.3014.3014.3004.3004.3008.6148.614T/MAS AEL 114'-0"AAAAAT.O. ACCENT COURSEEL 101'-6 5/8"BTM. LINTELEL 108'-10 5/8"E.Q.E.Q.16 COURSES EACH7.807FINISH FLOOREL 100'-0"4.3004.3014.3014.3014.3004.3008.6148.6148.6148.614XKXLFINISH FLOOREL 100'-0"B/SKYLIGHTEL 109'-11"T/SKYLIGHTEL 116'-2"9.7409.7419.7419.740X6X5FINISH FLOOREL 100'-0"X3X1B/SKYLIGHTEL 109'-11"T/SKYLIGHTEL 116'-2"9.7409.7409.7419.7418'-1"9'-0"8" 5'-6" 8" 7'-10" 8"10 3/4" 2'-0" 5 1/4"15'-4"2" DEEP ALUMINUM PAN, PAINTED WHITE, ATTACHED TO BRICK WITH CONCEALED FASTENERSCARMEL CLAY SCHOOLS, SECONDARY LOGO, BLACK LETTERS ON WHITE BACKGROUNDBLACK 1/4" THICK ALUMINUM LETTERS FASTENED TO ALUMINUM PAN WITH STUDS2" DEEP ALUMINUM PAN, PAINTED WHITE, ATTACHED TO BRICK WITH CONCEALED FASTENERS FINISH GRADE 8A3.012"2"FINISH GRADE 10 3/4" 2'-0" 5 1/4"8" 7'-10" 8" 5'-6" 8"2" DEEP ALUMINUM PAN, PAINTED WHITE, ATTACHED TO BRICK WITH CONCEALED FASTENERSCARMEL CLAY SCHOOLS, SECONDARY LOGO, BLACK LETTERS ON WHITE BACKGROUND8A3.01BLACK 1/4" THICK ALUMINUM LETTERS FASTENED TO ALUMINUM PAN WITH STUDS2" DEEP ALUMINUM PAN, PAINTED WHITE, ATTACHED TO BRICK WITH CONCEALED FASTENERS 2"2"2"8"8"2"1'-8"1 1/2"2 1/2"3'-4"PRECAST WALL CAPMODULAR FACE BRICK TO MATCH EXISTING BUILDING8" CMUALUMINUM PAN ANCHORED TO BRICK WITH CONCEALED FASTENERSTHRU-WALL FLASHINGCONCRETE FOOTING, SEE STRUCTURAL4" CMU, GROUT SOLID BELOW GRADE8" CMU, GROUT SOLD BELOW GRADECOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/15/2021 10:43:10 AM\\data1\citrixprofiles$\adevoe\My Documents\2019_ARCH_220144.00_adevoe.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANABUILDING ELEVATIONSA3.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: KRS317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 462044.002 EXISTING BRICK FAÇADE TO REMAIN4.300 MODULAR BRICK A4.301 MODULAR BRICK B7.008 EXISTING COPING TO REMAIN7.807 METAL COPING -SNAP ON METAL CAP WITH INTEGRALCLEATS8.614 ALUMINUM WINDOW WITH INTEGRAL BLINDS9.740 CLEAN EXISTING COLUMN AND REMOVE LOOSE PAINT ANDRUST. PRIME AND REPAINT (PAINT CODE 5.321)9.741 CLEAN EXISTING STRUCTURAL STEEL AND REMOVE LOOSEPAINT AND RUST. PRIME AND REPAINT STEEL (PAINT CODE5.321). PROTECT EXISTING SKYLIGHT AND FLASHING ASREQUIRED23.003 MECHANICAL LOUVER (MFR. PAINTED CUSTOM COLORSELECTED BY ARCHITECT) - REFER TO MECH. DRAWINGS.PLANNORTHSCALE: 1/8" = 1'-0"1EXTERIOR ELEVATION EAST SIDESCALE: 1/8" = 1'-0"2EXTERIOR ELEVATION NORTH SIDESCALE: 1/4" = 1'-0"3EXTERIOR ELEVATION - MAINENTRY WESTSCALE: 1/4" = 1'-0"4EXTERIOR ELEVATION - MAINENTRY SOUTHSCALE: 3/4" = 1'-0"ENTRY SIGN - WEST6SCALE: 3/4" = 1'-0"7ENTRY SIGN - EASTSCALE: 3/4" = 1'-0"8ENTRY SIGN - SECTIONSCALE: 1/8" = 1'-0"5CANOPY IMAGEREMOVE LOOSE PAINT AND RUST AT COLUMN BASECLEAN EXISTING ANGLE, PRIME AND REPAINTCLEAN EXISTING TUBE STEEL, PRIME AND REPAINT. PROTECT SKYLIGHT TRIM AS REQUIRED.REMOVE LOOSE PAINT AND RUST AT COLUMN BASEWILLIAME.PAY NEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE GENERAL NOTESVERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.A. COORDINATE ALL LINTEL AND BOND BEAM REQUIREMENTS WITH STRUCTURAL DRAWINGS AND PROJECT MANUAL.B. REFER TO THE STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND FOOTING CONDITIONS.C. PROVIDE HORIZ. JOINT REFINFORCING, TIES, AND OTHER ANCHORAGE/REINFORCEMENT ITEMS AS REQ'D. PER PROJECT MANUAL.D. ROOF TO EXTERIOR WALL JUNCTIONS: REFER TO DIVISION 07 SECTION "THERMAL INSULATION" FOR SPRAY POLYURETHANE INULATION REQUIRED AT THESE LOCATIONS.E. WALL INSULATION PENETRATIONS: PROVIDE SPRAY POLYURETHANE INSULATION OR SEALANT AROUND ALL PENETRATIONS OF THE WALL INSULATION BY PIPING, CONDUITS, FRAMING, STRUCTURE, ETC.WALL SECTION NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)XX22T/MAS AEL 114'-0"T.O. ACCENT COURSEEL 101'-6 5/8"BTM. LINTELEL 108'-10 5/8"4.2054.3037.2204.5477.6987.8075.240A5.0313.122T.O. BEAMEL 112'-8"T.O. STEELEL 112'-10 1/2"FINISH FLOOREL 100'-0"1"7.4703.1204.5014.2024.5454.3014.300X22T/MAS AEL 114'-0"T.O. ACCENT COURSEEL 101'-6 5/8"BTM. LINTELEL 108'-10 5/8"4.3037.2209.1006.2749.2709.4005.3037.220A5.0323.1225.100T.O. BEAMEL 112'-8"T.O. STEELEL 112'-10 1/2"FINISH FLOOREL 100'-0"1"7.4707.0103.1204.2024.5014.5454.3014.300X19T/MAS AEL 114'-0"A5.0339.1003.1227.6989.0045.0025.0037.0099.0055.0049.1314.002T.O. BEAMEL 112'-8"T.O. STEELEL 112'-10 1/2"19.9FINISH FLOOREL 100'-0"4"3.001FINISH FLOORUNDERSIDE OF DECKCEILING HEIGHT - REFER TO REFLECTED CEILING PLANRESILIENT BASE (RB)ACOUSTICAL PANEL CEILING -REFER TOCEILING PLANSCEILING HEIGHT - REFER TO REFLECTED CEILING PLANCEILING HEIGHT - REFER TO REFLECTED CEILING PLANCEILING HEIGHT - REFER TO REFLECTED CEILING PLANRESILIENT BASE (RB)RESILIENT BASE (RB)RESILIENT BASE (RB)ACOUSTICAL PANEL CEILING -REFER TOCEILING PLANSRESILIENT BASE (RB)CEILING HEIGHT - REFER TO REFLECTED CEILING PLANW1RESILIENT BASE (RB)RESILIENT BASE (RB)ACOUSTICAL PANEL CEILING -REFER TOCEILING PLANSRESILIENT BASE (RB)RESILIENT BASE (RB)4 7/8"4 7/8"7 5/8"11 7/8"4 1/4"ACOUSTICAL PANEL CEILING -REFER TOCEILING PLANSACOUSTICAL PANEL CEILING -REFER TOCEILING PLANSACOUSTICAL PANEL CEILING -REFER TOCEILING PLANSACOUSTICAL PANEL CEILING -REFER TOCEILING PLANSW2 W3M1 M2HORIZONTAL JOINT REINFORCEMENT AT 16"O.C. VERTICALLYHORIZONTAL JOINT REINFORCEMENT AT 16"O.C. VERTICALLY5/8" GWB (ONE SIDE) ON 3 5/8" METAL STUDS @ 16" O.C. 5/8" GWB (EACH SIDE) ON 3 5/8" METAL STUDS @ 16" O.C. 5/8" GWB (EACH SIDE) ON 3 5/8" METAL STUDS @ 16" O.C. WITH SOUND ATTENUATION FULL HEIGHT8" CMU5/8" GWB (ONE SIDE) ON 3 5/8" METAL STUDS @ 16" O.C. WITH SOUND ATTENUATION FULL HEIGHT8" CMUCEILING HEIGHT - REFER TO REFLECTED CEILING PLANRESILIENT BASE (RB)RESILIENT BASE (RB)9 3/4"3 LAYERS 5/8" TYPE X GWB (EACH SIDE) ON 6" METAL STUDS @ 24" O.C. WITH FIRE RESISTANT BATT FULL HEIGHTW4ACOUSTICAL PANEL CEILING -REFER TOCEILING PLANSACOUSTICAL PANEL CEILING -REFER TOCEILING PLANS4"CEILING HEIGHT - REFER TO REFLECTED CEILING PLANRESILIENT BASE (RB)ACOUSTICAL PANEL CEILING -REFER TOCEILING PLANSRESILIENT BASE (RB)4 7/8"ACOUSTICAL PANEL CEILING -REFER TOCEILING PLANSW3A5/8" GWB (EACH SIDE) ON 3 5/8" METAL STUDS @ 16" O.C. WITH SOUND ATTENUATION FULL HEIGHTSTEEL STUD BRACING (4'-0" O.C. MAX)X19T/MAS AEL 114'-0"T.O. BEAMEL 112'-8"T.O. STEELEL 112'-10 1/2"A5.03419.99.1009.1329.1009.2709.2729.2719.2719.2705.2407.6803.1223.0027.0095.002FINISH FLOOREL 100'-0"3.001COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/15/2021 10:43:18 AM\\data1\citrixprofiles$\adevoe\My Documents\2019_ARCH_220144.00_adevoe.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANAWALL SECTIONSA5.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: KRS317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 462043.001 EXISTING CONCRETE FOUNDATION TO REMAIN3.002 EXISTING CONCRETE SLAB TO REMAIN3.120 CONCRETE FOOTING - REFER TO STRUCTURAL DRAWINGS3.122 CONCRETE SLAB ON VAPOR BARRIER ON DRAINAGE FILL -REFER TO STRUCTURAL DRAWINGS4.002 EXISTING BRICK FAÇADE TO REMAIN4.202 4" CMU4.205 8" CMU4.300 MODULAR BRICK A4.301 MODULAR BRICK B4.303 MODULAR SIZE FACE BRICK (COLOR 1)4.460 HORIZONTAL JOINT REINFORCEMENT AT 16" O.C.VERTICALLY4.501 FLEXIBLE FLASHING, STAINLESS STEEL -GROUT SOLIDBELOW FLASHING4.545 CAVITY MORTAR PROTECTION MATERIAL4.547 CAVITY WALL AIR SPACE5.002 EXISTING STEEL JOIST TO REMAIN5.003 EXISTING METAL DECKING TO REMAIN5.004 EXISTING METAL STUD FRAMING TO REMAIN5.100 STEEL BEAM - REFER TO STRUCTURAL DRAWINGS5.240 METAL DECK - REFER TO STRUCTURAL DRAWINGS. FORSIZE AND DIRECTION5.303 6" COLD-FORMED METAL FRAMING6.274 5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT) SHEATHING7.009 EXISTING ROOF CONSTRUCTION TO REMAIN. PROTECTDURING CONSTRUCTION AS REQUIRED.7.010 SILL SEAL7.220 3" THICK EXTRUDED POLYSYTRENE BOARD INSULATION7.470 VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE AIRBARRIER7.680 ADHERED THERMOPLASTIC MEMBRANE ROOFING SYSTEM7.698 TAPERED POLYISOCYANURATE BOARD ROOF INSULATION7.807 METAL COPING -SNAP ON METAL CAP WITH INTEGRALCLEATS9.004 EXISTING ACOUSTIC PANEL SYSTEM TO REMAIN9.005 EXISTING GYPSUM BOARD TO REMAIN9.100 5/8" GYPSUM WALLBOARD (GWB)9.131 3 5/8" METAL STUDS AT 1'-4" O.C. (20 GA)9.132 3 5/8" METAL STUDS AT 1'-4" O.C. (20 GA) WITH ACOUSTICALINSULATION - UL: U4239.270 ACOUSTICAL PANEL CEILING - REFER TO CEILING PLANS9.271 xx" FACE SUSPENDED PERIMETER TRIM9.272 METAL SUSPENSION SYSTEM9.400 RESILIENT BASE (RB)PLANNORTHSCALE: 1" = 1'-0"2WALL SECTION - E1SCALE: 1" = 1'-0"3WALL SECTION - E2SCALE: 1" = 1'-0"4EXISTING WEST WALLSCALE: 1/2" = 1'-0"INTERIOR WALL TYPES1SCALE: 1" = 1'-0"NEW WEST WALL6WILLIAME.PAY NEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE GENERAL NOTESVERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.A. COORDINATE ALL LINTEL AND BOND BEAM REQUIREMENTS WITH STRUCTURAL DRAWINGS AND PROJECT MANUAL.B. REFER TO THE STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND FOOTING CONDITIONS.C. PROVIDE HORIZ. JOINT REFINFORCING, TIES, AND OTHER ANCHORAGE/REINFORCEMENT ITEMS AS REQ'D. PER PROJECT MANUAL.D. ROOF TO EXTERIOR WALL JUNCTIONS: REFER TO DIVISION 07 SECTION "THERMAL INSULATION" FOR SPRAY POLYURETHANE INULATION REQUIRED AT THESE LOCATIONS.E. WALL INSULATION PENETRATIONS: PROVIDE SPRAY POLYURETHANE INSULATION OR SEALANT AROUND ALL PENETRATIONS OF THE WALL INSULATION BY PIPING, CONDUITS, FRAMING, STRUCTURE, ETC.WALL SECTION NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)XXFT/MAS AEL 114'-0"9.1009.1317.6989.2705.2404"4.0023.122A5.036T.O. BEAMEL 112'-8"T.O. STEELEL 112'-10 1/2"FINISH FLOOREL 100'-0"4.0034.0034.0025.1007.6997.6805.0027.0097.0083.0013.002XFT/MAS AEL 114'-0"A5.036T.O. BEAMEL 112'-8"T.O. STEELEL 112'-10 1/2"FINISH FLOOREL 100'-0"4.0034.0034.0025.2404.0027.6987.6997.6805.1007.0087.0095.0023.0023.0013.122XFA5.036A5.035T.O. STEELEL 112'-10 1/2"FINISH FLOOREL 100'-0"EL. 110'-0"4.0034.0027.0087.0095.0023.1223.0023.001T/MAS AEL 114'-0"T.O. ACCENT COURSEEL 101'-6 5/8"BTM. LINTELEL 108'-10 5/8"4.3039.1009.2703.1225.2405.3037.6807.698A5.032A5.037T.O. BEAMEL 112'-8"T.O. STEELEL 112'-10 1/2"FINISH FLOOREL 100'-0"A5.038TOP OF ROOFEL 803'-0"5.1005.200COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/15/2021 10:43:24 AM\\data1\citrixprofiles$\adevoe\My Documents\2019_ARCH_220144.00_adevoe.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANAWALL SECTIONSA5.02PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: KRS317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTH3.001 EXISTING CONCRETE FOUNDATION TO REMAIN3.002 EXISTING CONCRETE SLAB TO REMAIN3.122 CONCRETE SLAB ON VAPOR BARRIER ON DRAINAGE FILL -REFER TO STRUCTURAL DRAWINGS4.002 EXISTING BRICK FAÇADE TO REMAIN4.003 EXISTING CMU TO REMAIN4.303 MODULAR SIZE FACE BRICK (COLOR 1)5.002 EXISTING STEEL JOIST TO REMAIN5.100 STEEL BEAM - REFER TO STRUCTURAL DRAWINGS5.200 STEEL JOIST / TRUSS - REFER TO STRUCTURAL DRAWINGS5.240 METAL DECK - REFER TO STRUCTURAL DRAWINGS. FORSIZE AND DIRECTION5.303 6" COLD-FORMED METAL FRAMING7.008 EXISTING COPING TO REMAIN7.009 EXISTING ROOF CONSTRUCTION TO REMAIN. PROTECTDURING CONSTRUCTION AS REQUIRED.7.680 ADHERED THERMOPLASTIC MEMBRANE ROOFING SYSTEM7.698 TAPERED POLYISOCYANURATE BOARD ROOF INSULATION7.699 COVER BOARD9.100 5/8" GYPSUM WALLBOARD (GWB)9.131 3 5/8" METAL STUDS AT 1'-4" O.C. (20 GA)9.270 ACOUSTICAL PANEL CEILING - REFER TO CEILING PLANSSCALE: 1" = 1'-0"SOUTH EXISTING WALL4SCALE: 1" = 1'-0"EXISTING SOUTH WALL3SCALE: 1" = 1'-0"OPENING AT EXISTING SOUTH WALL2SCALE: 1" = 1'-0"1WALL SECTION - E2 WINDOWWILLIAME.PAY NEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE X22T.O. ACCENT COURSEEL 101'-6 5/8"1"4.3034.5454.5473.1229.1005.3033.1204.5016.1027.9707.2206.767FINISH FLOOREL 100'-0"8.6148.613X195.0014.0026.2795.3016.1037.8075.2406"5"7.6977.6997.0095.301T.O. BEAMEL 112'-8"T.O. STEELEL 112'-10 1/2"19.9TOP OF ROOFEL 803'-0"2"7.6805.1005.2006.271X22T/MAS AEL 114'-0"4.3037.2207.8077.2217.6805.240T.O. BEAMEL 112'-8"7.6977.6994.2056.2746.2745.1005.3015.3037.470TOP OF ROOFEL 803'-0"X22T/MAS AEL 114'-0"4.3037.2204.5475.3036.2747.8077.2216.2747.6807.6975.2406"5"T.O. BEAMEL 112'-8"T.O. STEELEL 112'-10 1/2"7.6995.2005.100GENERAL NOTESVERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.A. COORDINATE ALL LINTEL AND BOND BEAM REQUIREMENTS WITH STRUCTURAL DRAWINGS AND PROJECT MANUAL.B. REFER TO THE STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND FOOTING CONDITIONS.C. PROVIDE HORIZ. JOINT REFINFORCING, TIES, AND OTHER ANCHORAGE/REINFORCEMENT ITEMS AS REQ'D. PER PROJECT MANUAL.D. ROOF TO EXTERIOR WALL JUNCTIONS: REFER TO DIVISION 07 SECTION "THERMAL INSULATION" FOR SPRAY POLYURETHANE INULATION REQUIRED AT THESE LOCATIONS.E. WALL INSULATION PENETRATIONS: PROVIDE SPRAY POLYURETHANE INSULATION OR SEALANT AROUND ALL PENETRATIONS OF THE WALL INSULATION BY PIPING, CONDUITS, FRAMING, STRUCTURE, ETC.WALL SECTION NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)XXFEXISTING BRICK FAÇADE TO REMAINTERMINATION BAR AND SEALANTT.O. STEELEL 112'-10 1/2"FLASHING (NEW)REFER TO WALL SECTIONS2'-0"REMOVE EXISTING BRICK, ALONG WITH ALL RELATED ACCESSORIES, TO ACCOMMODATE INSTALLATION OF NEW FLASHING. REINSTALL TO ORIGINAL LOCATION AFTER INSTALLATION OF NEW FLASHING AND PROVIDE NEW HORIZONTAL REINFORCING TO REPLACE EXISTING.TWO PIECE METAL COUNTERFLASHING EXTEND REGLET LEG TO CMU AND ANCHORMEMBRANE ROOFING SYSTEM (ADHERED) UNO REFER TO ROOF PLAN2"COMPRESSIBLE INSULATION WITH FLEXIBLE MOISTURE BARRIER. EXTEND MOISTURE BARRIER UP AND OVER COVER BOARD AND FACE OF BRICK AND ANCHOR4 (MIN) WOOD BLOCKING (CONT) TO ACCOMMODATE ROOF THICKNESSTURN ROOF MEMBRANE DOWN OVER ROOF EDGE AND FLEXIBLE MOISTURE BARRIER AND ANCHOR WITH FLAT TERMINATION BAR AT 12" O.C. SET BAR IN MASTICFLEXIBLE FOAM ROD (CONT) MIN DIA TO BE 1 1/2 TIMES WIDTH OF JOINTFACE EXISTING BRICK VENEER WITH NEW 1/4" COVER BOARD TO ACCOMMODATE FLASHINGGROUT EXISTING BRICK COURSE UNDER NEW FLEXIBLE FLASHING SOLIDREMOVE EXISTING CAVITY WALL INSULATION TO ACCOMMODATE INSTALLATION OF NEW FLASHING. REINSTALL AFTER INSTALLATION OF NEW FLASHING OR PROVIDE NEW TO ALIGN WITH AND MATCH EXISTINGFLEXIBLE FLASHING, STAINLESS STEEL (CONT) PROVIDE END DAMS AT END OF FLASHING 1/2" BACK FROM FACE OF WALL FULLY ADHERE FLEXIBLE FLASHING TO REGLET/RECEIVERTOP OF ROOFEL 803'-0"STEEL BEAM, REFER TO STRUCTURALMETAL DECKING, REFER TO STRUCTURALXF4.2094.0025.1145.1005.107EL. 110'-0"4.003X19T/MAS AEL 114'-0"T.O. BEAMEL 112'-8"T.O. STEELEL 112'-10 1/2"6.2716.2715.3016.2796.1027.8075.3016.1025.2407.6985.0017.0091/2" / 12"19.95.1005.2007.6997.6807.6975.1069.1327.684BTM. LINTELEL 108'-10 5/8"7.9709.1005.1064.3004.3011"8.6147.9708.6156.1026.2747.2204.5474.500COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL4/19/2021 12:47:02 PM\\data1\citrixprofiles$\ksivilich\My Documents\2019_ARCH_220144.00_ksivilichC8UKY.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANAWALL SECTION DETAILSA5.03PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: KRS317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHSCALE: 1 1/2" = 1'-0"7BASE - E2 WINDOWSCALE: 1 1/2" = 1'-0"3COPING - EXISTING WEST WALLSCALE: 1 1/2" = 1'-0"1WALL COPING - E1SCALE: 1 1/2" = 1'-0"2WALL COPING - E23.120 CONCRETE FOOTING - REFER TO STRUCTURAL DRAWINGS3.122 CONCRETE SLAB ON VAPOR BARRIER ON DRAINAGE FILL -REFER TO STRUCTURAL DRAWINGS4.001 TERMINATION BAR AND SEALANT4.002 EXISTING BRICK FAÇADE TO REMAIN4.003 EXISTING CMU TO REMAIN4.205 8" CMU4.209 12" CMU4.300 MODULAR BRICK A4.301 MODULAR BRICK B4.303 MODULAR SIZE FACE BRICK (COLOR 1)4.500 FLEXIBLE FLASHING, STAINLESS STEEL4.501 FLEXIBLE FLASHING, STAINLESS STEEL -GROUT SOLIDBELOW FLASHING4.545 CAVITY MORTAR PROTECTION MATERIAL4.547 CAVITY WALL AIR SPACE5.001 EXISTING STEEL BEAM TO REMAIN5.100 STEEL BEAM - REFER TO STRUCTURAL DRAWINGS5.106 STEEL ANGLE - REFER TO STRUCTURAL DRAWINGS5.107 STEEL PLATE - REFER TO STRUCTURAL DRAWINGS5.114 STEEL STUD ANCHOR - REFER TO STRUCTURAL DRAWINGS5.200 STEEL JOIST / TRUSS - REFER TO STRUCTURAL DRAWINGS5.240 METAL DECK - REFER TO STRUCTURAL DRAWINGS. FORSIZE AND DIRECTION5.301 3 5/8" COLD-FORMED METAL FRAMING5.303 6" COLD-FORMED METAL FRAMING6.102 WOOD BLOCKING6.103 WOOD NAILER6.271 5/8" PLYWOOD WALL SHEATHING6.274 5/8" GLASS-MAT GYPSUM WALL (OR SOFFIT) SHEATHING6.275 xx" AIR-BARRIER AND WATER RESISTANT GLASS-MATGYPSUM SHEATHING6.279 3/4" PLYWOOD WALL SHEATHING6.767 SOLID SURFACE WINDOW STOOL7.009 EXISTING ROOF CONSTRUCTION TO REMAIN. PROTECTDURING CONSTRUCTION AS REQUIRED.7.220 3" THICK EXTRUDED POLYSYTRENE BOARD INSULATION7.221 1 1/2" THICK EXTRUDED POLYSTYRENE BOARD INSULATION7.470 VAPOR-PERMEABLE, FLUID-APPLIED MEMBRANE AIRBARRIER7.680 ADHERED THERMOPLASTIC MEMBRANE ROOFING SYSTEM7.684 THERMOPLASTIC SHEET FLASHING ADHERED TO WALL,WELD TO ROOFING MEMBRANE AND PROVIDE LAP SEALANTIF REQUIRED BY MANUF.7.697 POLYISOCYANURATE BOARD ROOF INSULATION7.698 TAPERED POLYISOCYANURATE BOARD ROOF INSULATION7.699 COVER BOARD7.807 METAL COPING -SNAP ON METAL CAP WITH INTEGRALCLEATS7.970 JOINT SEALANT8.613 FORMED ALUMINUM WINDOW SILL8.614 ALUMINUM WINDOW WITH INTEGRAL BLINDS8.615 WOOD SHIM9.100 5/8" GYPSUM WALLBOARD (GWB)9.132 3 5/8" METAL STUDS AT 1'-4" O.C. (20 GA) WITH ACOUSTICALINSULATION - UL: U423SCALE: 1 1/2" = 1'-0"6COPING - EXISTING SOUTH WALLSCALE: 1 1/2" = 1'-0"5HEADER - SOUTH WALL OPENINGSCALE: 1 1/2" = 1'-0"COPING - NEW WEST WALL4SCALE: 1 1/2" = 1'-0"HEAD DETAIL WINDOW8WILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE1 ADDENDUM #1 4/19/211 10' MAX. FROM CORNERSTYPICAL BRICK EXPANSION JOINTSEXPANSION JOINTS AT ALL INTERIOR CORNERS AND OFFSETSEXPANSION JOINT AT ALL CHANGES IN WALL HEIGHTTYPICAL BRICK EXPANSION JOINT (EJ) LOCATIONS24' MAX. SPACING ON WALL W/NO OPENINGSTYPICAL BRICK EXPANSION JOINT DETAILBRICK VENEERVENEER WALL TIES AT 16" O.C. EACH WAYPROVIDE BACKER ROD IN CAVITY AT CONTROL JOINT LOCATIONS TO COMPARTMENTALIZE THE CAVITY AIR SPACE AND REDUCE HORIZONTAL AIR FLOWBACKER ROD AND SEALANTCOMPRESSIBLE FILLREFER TO SECTIONS AND DETAILS FOR BACKUP WALL CONSTRUCTIONTYPICAL BRICK EXPANSION JOINT AT OPENINGS BRICK VENEERCOMPRESSIBLE FILLREFER TO SECTIONS AND DETAILS FOR BACKUP WALL CONSTRUCTIONEXPANSION JOINT AT OPENINGS ONLY WHEN THERE IS 8' OR LESS OF BRICK ABOVEPROVIDE BACKER ROD AND SEALANT AT FRONT AND EXPOSED END OF LINTELCAVITY WALL FLASHING AND ACCESSORIES, REFER TO TYPICAL DETAILNOTE: DETAIL SHOWN STEPPED BACK FOR CLARITYBACKER ROD AND SEALANTCOMPRESSIBLE FILLPLACE THE EXPANSION JOINT BETWEEN THE WINDOWS IF THE WINDOWS ARE AT LEAST 4' APART20' MAX. SPACING ON WALL WITH OPENINGSLOCATE EXPANSION JOINT AT OPENING ONLY WHEN THERE IS 8' OR LESS OF BRICK ABOVE, OTHERWISE LOCATE 2' MIN FROM OPENINGPROVIDE FOAM BACKER ROD IN CAVITY AT CONTROL JOINT LOCATIONSWINDOWS, LOUVERS, ETC.CJ / EJ -MASONRY (ONE SIDE)DOOR(S)SAME AS DOOR(S)CJ / EJ ONE SIDE0'-0" TO 6'-4"CJ / EJ BOTH SIDESOVER 6'-4"NOTE: CONTROL JOINT (CJ) / EXPANSION JOINT (EJ) CONT TO TOP OF WALL (UNO). SEALANT TO 4" ABOVE FINISH CEILING @ INTERIOR CONTROL JOINTEND OF LINTEL (TYP)BOND BREAK (15 # FELT) @ LINTEL BEARING (TYP)MIN 8"MIN 8"CJ / EJ -MASONRY (ONE SIDE)CJ / EJ -MASONRY (BOTH SIDES)CJ -GWB (ONE SIDE)MIN 8"CJ -GWB (BOTH SIDES)MIN 8"CJ / EJ -MASONRY (BOTH SIDES)CJ -GWB (ONE SIDE)CJ -GWB (BOTH SIDES)CONTROL JOINTVARIES BYMANUFACTURRBACKER ROD AND SEALANTPVC CONTROL JOINTSASH BLOCKSTOP HORIZONTAL JOINT REINFORCING SHORT OF CONTROL JOINT BY 2"SASH BLOCKHORIZONTAL JOINT REINFORCING 1'-4" OC VERTICALLYFLOOR SLAB CONSTRUCTION JOINTTYPICAL CONTROL JOINT LOCATION AS CLOSE AS POSSIBLE TO FLOOR SLAB CONSTRUCTION JOINTREFERTO PLANA1.025FLOOR SLAB CONSTRUCTION JOINTCMU WALL CONSTRUCTION REFER TO FLOOR PLANSCONTROL JOINT (TYP) LOCATE AS CLOSE AS POSSIBLE TO FLOOR SLAB CONSTRUCTION JOINTA1.024VENEER (FACE BRICK SHOWN)3" (UNO) CAVITY WALL INSULATIONHORIZONTAL MASONRY JOINT REINFORCING. STOP REINFORCING SHORT OF EXPANSION JOINT BY 2"24'-0" O.C. MAX.REFER TO FLOOR PLANS2" AIR SPACE (UNO)5/8" GYPSUM SHEATHINGCOLD FORMED METAL STUDS @ 16" O.C. REFER TO FLOOR PLANS AND WALL SECTIONS FOR SIZE5/8" GWBVAPOR PERMEABLE FLUID APPLIED MEMBRANE AIR BARRIERHORIZONTAL MASONRY JOINT REINFORCINGJOINT STABILIZING ANCHORCONCRETE MASONRY UNIT (CMU)BACKER ROD AND SEALANT (BOTH SIDES)HORIZONTAL MASONRY JOINT REINFORCING. STOP REINFORCING SHORT OF CONTROL JOINT BY 2"MORTAR JOINT -RAKE BACK, AS REQ'D, TO RECEIVE BACKER ROD AND SEALANTCONCRETE MASONRY UNIT (CMU)SEE PLANSSEE PLANSGROUT CORE FULL HEIGHTCJCJPVC CONTROL JOINT GASKETHORIZONTAL MASONRY JOINT REINFORCING. STOP REINFORCING SHORT OF CONTROL JOINT BY 2"SASH BLOCK EACH SIDE OF CONTROL JOINTBACKER ROD AND SEALANT (TYP)MORTAR JOINT -RAKE BACK, AS REQ'D, TO RECEIVE BACKER ROD AND SEALANTSEE PLANSEXTERIORCAVITY / AIR SPACE 3/16"HORIZONTAL MASONRY JOINT REINFORCING. STOP REINFORCING SHORT OF EXPANSION JOINT BY 2"EJBACKER ROD AND SEALANT. COLOR TO MATCH BRICK. COORDINATE WITH ARCHITECTNEOPRENE EXPANSION JOINT FILLERJOINT MUST BE KEPT CLEAR OF ANY MORTARVENEER (FACE BRICK SHOWN)NOTE: REFER TO EXTERIOR ELEVATIONS FOR APPROXIMATE LOCATIONS OF BRICK EXPANSION JOINTS (EJ). COORDINATE PLACEMENT OF ALL JOINTS WITH ARCHITECTS FIELD REPRESENTATIVE. COLOR OF SEALANT MAY VARY WITHIN INDIVIDUAL EXPANSION JOINT LOCATIONS DUE TO DIFFERING BRICKCOLORS. COORDINATE THIS CONDITION WITH ARCHITECT AND ARCHITECT'S FIELD REPRESENTATIVE 3/8"1"1 3/4" DEEP LEG TRACK -SECURED TO STRUCTURE ABOVEHORIZONTAL BRIDGING AS REQ'DSTEEL STUD -REFER TO FLOOR PLAN FOR SIZESUPPORT CHANNEL1 " MINIMUM CLEARANCE FOR DEFLECTIONHORIZONTAL BRIDGING AS REQUIRED1 3/4" DEEP LEG CHANNEL -SECURED TO STRUCTURE ABOVESUPPORT CHANNELDO NOT SECURE STUD TO CHANNELMIN. CLEARANCE FOR DEFLECTION1" 1/2" MAX(2) HOUR RATED WALLCONTROL JOINT (CJ)(2) LAYERS OF 5/8" OR 1/2" GWBSTEEL STUDS -REFER TO FLOOR PLAN FOR SIZEPACK VOID WITH SOUND ATTENUATION FIRE BLANKETCONTROL JOINT (CJ)(2) LAYERS OF 5/8" OR 1/2" GWB(1) HOUR RATED WALL5/8" OR 1/2" GWBSTEEL STUDS -REFER TO FLOOR PLAN FOR SIZE5/8" OR 1/2" GWBCONTROL JOINT (CJ)PACK VOID WITH SOUND ATTENUATION FIRE BLANKETCONTROL JOINT (CJ) 1/2" MAX 1/2" MAXNON-RATED WALLSPACINGWALL -30'-0" (MAX) CEILING -40'-0" (MAX)5/8" OR 1/2" GWBSTEEL STUDS -REFER TO FLOOR PLAN FOR SIZE5/8" OR 1/2" GWBCONTROL JOINT (CJ)PACK VOID WITH SOUND ATTENUATION BLANKETCONTROL JOINT (CJ)BACKER ROD & SEALANT (CJ)5/8" GYPSUM WALL BOARDMETAL STUDSEXTERIOR WALL LINEJ-MOLD EDGE TYPICALSEEPLANBOTTOM OF METAL DECKELEVATION OF CMU WALL BEYONDPROVIDE MINERAL WOOL AT ALL STRUCTURAL PENETRATIONS. PROVIDE FIRE-STOPPING SEALANT IN ADDITION TO THE MINERAL WOOL AT ALL RATED WALL LOCATIONSPROVIDE 1" HEXAGONAL WIRE NETTING TO SECURE MINERAL WOOL TO WALL AS REQUIRED TO MAINTAIN TIGHT FITJOIST OR BEAMMIN.6"1" MIN.CLSTEEL BEAM OR JOISTACT CEILING(2) LAYERS 5/8" GYPSUM WALLBOARD EACH SIDE3 1/2" ACOUSTICAL INSULATION BLANKETS3 5/8" METAL STUDS AT 4'-0" OC ATTACH TO STRUCTURE ABOVE (STAGGER SUPPORTING SIDES)METAL STUDS AT 16" OC5'-0"5'-0"SEE PLAN4"1'-2"(UNO) 4"STEEL STUDS @ 4'-0" O.C. (MAX). BRACE / ANCHOR TO STRUCTURE ABOVE. STAGGER SUPPORTING SIDESPROVIDE VERTICAL SLIP CONNECTIONFINISH CEILING SEE REFLECTED CEILING PLANSEE PLANS FOR WALL CONSTRUCTIONSTEEL STUDS WITH TOP AND BOTTOM RUNNERS (TYP). REFER TO WALL TYPES FOR STUD SIZEFINISH CEILING SEE REFLECTED CEILING PLANMETAL STUDS AT 1'-4" O.C. WITH TOP AND BOTTOM RUNNERS, TYPICAL3 5/8" MTL. STUDS AT 4'-0" O.C. ATTACHED TO STRUCTURE ABOVE (STAGGER SUPPORTING SIDES) WHERE WALL HEIGHT EXCEEDS 14'-0"CEILING TILE(1) LAYER 5/8" GYPSUM WALL BOARD (GWB) EACH SIDESLIP SUPPORT4"1'-2"TO PLANREFERSTRUCTURE ABOVEMETAL STUDS AT 1'-4" OCCEILING - REFER TO FINISH SCHEDULE(1) LAYER 5/8" GWB EACH SIDEREFER TOPLAN4"A5.0412SIMPROVIDE FIRESTOPPING SEALANTMETAL STUDS AT 1'-4" OC(1) LAYER 5/8" GWB EACH SIDESTRUCTURE OR DECK ABOVEREFER TOPLANMAX.3/4"A5.0412SIMCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/15/2021 10:43:40 AM\\data1\citrixprofiles$\adevoe\My Documents\2019_ARCH_220144.00_adevoe.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANAWALL DETAILSA5.04PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: DE317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHSCALE: 1 1/2" = 1'-0"10TYPICAL BRICK EXPANSION JOINTSSCALE: 1 1/2" = 1'-0"7GWB CONTROL JOINT (CJ)CMU CONTROL JOINT (CJ)BRICK EXPANSION JOINT (EJ)FOR DOORS, WINDOWS ETC.SCALE: 1 1/2" = 1'-0"5TYPICAL CONTROL JOINTSCALE: 1 1/2" = 1'-0"2CMU CONTROL JOINT (CJ) @FLOOR JOINTSCALE: 1 1/2" = 1'-0"6BRICK EXPANSION JOINT (EJ) @STEEL STUD CAVITY WALLCONSTRUCTIONSCALE: 1 1/2" = 1'-0"9CONTROL JOINT (CJ) @INTERSECTING CMU WALLSSCALE: 1 1/2" = 1'-0"8CMU CONTROL JOINT (CJ)SCALE: 1 1/2" = 1'-0"4BRICK EXPANSION JOINT (EJ)SCALE: 1 1/2" = 1'-0"11STEEL STUD / DEEP LEG TRACKSCALE: 1 1/2" = 1'-0"12METAL STUDSSCALE: 1 1/2" = 1'-0"13GWB CONTROL JOINT (CJ)STEEL STUD WALL CONSTRUCTIONSCALE: 1 1/2" = 1'-0"3TYPICAL CONTROL JOINTSCALE: 1 1/2" = 1'-0"14STRUCTURAL/WALL PENETRATIONSCALE: 1 1/2" = 1'-0"15GYPSUM WALLBOARD WALLSCALE: 1 1/2" = 1'-0"16BRACING - GWB / STEEL STUDWALLSSCALE: 1 1/2" = 1'-0"17GYPSUM WALLBOARD WALLSCALE: 1 1/2" = 1'-0"18GYPSUM WALLBOARD WALLSCALE: 1 1/2" = 1'-0"1-HOUR WALLWILLIAME.PAY NEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE GENERAL NOTESVERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.A. COORDINATE ALL LINTEL AND BOND BEAM REQUIREMENTS WITH STRUCTURAL DRAWINGS AND PROJECT MANUAL.B. REFER TO THE STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND FOOTING CONDITIONS.C. PROVIDE HORIZ. JOINT REFINFORCING, TIES, AND OTHER ANCHORAGE/REINFORCEMENT ITEMS AS REQ'D. PER PROJECT MANUAL.D. ROOF TO EXTERIOR WALL JUNCTIONS: REFER TO DIVISION 07 SECTION "THERMAL INSULATION" FOR SPRAY POLYURETHANE INULATION REQUIRED AT THESE LOCATIONS.E. WALL INSULATION PENETRATIONS: PROVIDE SPRAY POLYURETHANE INSULATION OR SEALANT AROUND ALL PENETRATIONS OF THE WALL INSULATION BY PIPING, CONDUITS, FRAMING, STRUCTURE, ETC.WALL SECTION NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)XISOMETRIC CUTAWAY VIEWFLEXIBLE FLASHING, STAINLESS STEEL -PROVIDE END DAMS AT OPENINGS AND ENDS OF FLASHINGCAVITY MORTAR PROTECTION MATERIALWEEPS/VENT IN HEAD JOINTS (CONTRACTOR OPTION TO LOCATE IN BED JOINT AS PART OF FLASHING SYSTEM)CAVITY WALL INSULATION -REFER TO SECTIONS AND DETAILSGROUT SOLID BELOW FLASHINGFINISH GRADETYPICAL CAVITY WALL FLASHING AT BASE OF WALLISOMETRIC CUTAWAY VIEWTYPICAL CAVITY WALL FLASHING ABOVE OPENINGSISOMETRIC CUTAWAY VIEWTYPICAL CAVITY WALL FLASHING AT ROOF TO WALLSTOP FLEXIBLE FLASHING 1/2" BACK FROM FACE OF WALL4" MIN14" MINREFER TO SECTIONS AND DETAILS FOR VENEER CONSTRUCTIONREFER TO SECTIONS AND DETAILS FOR WALL CONSTRUCTION BELOW FLASHINGREFER TO SECTIONS AND DETAILS FOR BACKUP WALL CONSTRUCTIONTERMINATION BARCAVITY WALL INSULATION -REFER TO SECTIONS AND DETAILSCONTINUOUS SEALANTHEMMED METAL EDGE FLASHING FLUSH WITH FACE OF BRICKFULLY ADHERE FLEXIBLE FLASHING TO METAL EDGE FLASHINGSET METAL EDGE FLASHING ON 3 ROWS OF CONT. MASTICVENEER TIES AT 16" O.C.FLEXIBLE FLASHING, STAINLESS STEELCAVITY MORTAR PROTECTION MATERIALWEEPS/VENT IN HEAD JOINTS (CONTRACTOR OPTION TO LOCATE IN BED JOINT AS PART OF FLASHING SYSTEM)4" MIN14" MINREFER TO SECTIONS AND DETAILS FOR VENEER CONSTRUCTIONREFER TO SECTIONS AND DETAILS FOR BACKUP WALL CONSTRUCTIONTERMINATION BARCAVITY WALL INSULATION -REFER TO SECTIONS AND DETAILSCONTINUOUS SEALANTFULLY ADHERE FLEXIBLE FLASHING TO METAL EDGE FLASHINGSET METAL DRIP EDGE FLASHING ON 2 ROWS OF CONT. MASTICMETAL DRIP EDGE UNDER FLEXIBLE FLASHINGREFER TO SECTIONS AND DETAILS FOR LINTEL CONDITIONSSTOP FLEXIBLE FLASHING 1/2" BACK FROM FACE OF WALL AND ADHERE TO METAL DRIP EDGEFLEXIBLE FLASHING, STAINLESS STEEL -PROVIDE END DAMS AT OPENINGS AND ENDS OF FLASHINGCAVITY MORTAR PROTECTION MATERIALWEEPS/VENT IN HEAD JOINTS (CONTRACTOR OPTION TO LOCATE IN BED JOINT AS PART OF FLASHING SYSTEM)4" MIN14" MINREFER TO SECTIONS AND DETAILS FOR VENEER CONSTRUCTIONREFER TO SECTIONS AND DETAILS FOR BACKUP WALL CONSTRUCTIONTERMINATION BARCAVITY WALL INSULATION -REFER TO SECTIONS AND DETAILSCONTINUOUS SEALANTFULLY ADHERE FLEXIBLE FLASHING TO REGLET/RECEIVERSET REGLET/RECEIVER ON 3 ROWS OF CONT. MASTICVENEER TIES AT 16" O.C.REGLET/RECEIVER -BACK LEG TO EXTEND TO INSIDE FACE OF CAVITY AND TURN UPMETAL COUNTERFLASHINGSTOP FLEXIBLE FLASHING 1/2" BACK FROM FACE OF WALL AND ADHERE TO REGLET/RECEIVERREFER TO SECTIONS AND DETAILS FOR WALL CONSTRUCTION BELOW FLASHINGPROVIDE END DAM TYPICAL EACH ENDEXTEND FLEXIBLE FLASHING AND METAL DRIP EDGE 1/2" MIN PAST END OF LINTELRevised detail to show END DAMchanged to 1/2" (6" in specs) per IMI detail 01.410.0201SELF ADHERING MASONRY TRANSITION FLASHING -EXTEND 3" MIN INTO BED JOINTS AND 3" MIN. ONTO FACE OF CMUFLEXIBLE FLASHING W/ END DAMSELF ADHERING MASONRY TRANSITION FLASHINGWRAP PROJECTED CMU W/SELF ADHERING TRANSITION FLASHINGCANTILEVER CMU OUT TO 3/8" FROM BACK SIDE OF LOW WALL VENEERCMU BELOW BRICK VENEER -REFER TO WALL SECTIONSTERMINATION BAR W/ SEALANTREGLET/RECEIVERCMU AND MASONRY FLASHINGSAIR BARRIER AND ROOF FLASHINGSFINISH MATERIALSMEMBRANE ROOF FLASHINGROOF VAPOR RETARDER/BARRIERCAVITY WALL INSULATION AND AIR BARRIERAIR BARRIER TRANSITION MEMBRANEAIR BARRIER TRANSITION MEMBRANE WHERE REQUIRED TO COMPLETE THE ASSEMBLY (NOT VISIBLE)BRICK EXPANSION JOINTREFER TO SECTIONS AND ELEVATIONS FOR VENEER TYPEMETAL COPING ASSEMBLY -REFER TO TYPICAL COPING DETAILTERMINATION BAR AND SEALANTMETAL COUNTERFLASHINGCONTINUOUS SEALANT BETWEEN END OF COPING AND FLASHING AND BRICKSEAL END OF COPINGS AND METAL COUNTERFLASHINGS WITH SEALANTBRICK EXPANSION JOINTWEEPS/VENT IN HEAD JOINTS CAVITY PROTECTION MATERIALx3x MIN.VERTICAL WALL REINFORCING IN GROUTED CORESSEAM TOGETHER ROOF FLASHING AS REQUIRED BY MANUFACTURERCAVITY WALL INSULATION AND AIR BARRIERTYPICAL ROOF COPING ASSEMBLY WITH ALL BLOCKING, ANCHORS, FLASHINGS, AND CONNECTION TO AIR BARRIER SYSTEM AND TERMINATION OF ROOF VAPOR RETARDERTYPICAL WINDOW ASSEMBLY WITH ALL FLASHINGS, SILLS. AND SEALANTSTYPICAL BRICK EXPANSION JOINT WITH SEALANTTYPICAL THROUGH WALL FLASHING INCLUDING ALL COMPONENTSTYPICAL BOND BEAM TYPICAL CAVITY WALL INSULATION AND AIR BARRIER SYSTEMTYPICAL MASONRY EXTERIOR WALL WITH ALL VERTICAL REINFORCING, GROUTED CORES AND ANCHORS.VENEER SIDE 10'-0"INTERIOR SIDE12' -0"TYPICAL CONCRETE FOOTINGTYPICAL ELECTRICAL BOXTYPICAL CMU CONTROL JOINT WITH SEALANTTYPICAL LINTEL WITH FLASHING AND END DAMSTYPICAL REPRESENTATIVE VENEER, WITH ALL TYPES AND TYPICAL REINFORCING AND TIESCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/15/2021 10:43:46 AM\\data1\citrixprofiles$\adevoe\My Documents\2019_ARCH_220144.00_adevoe.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANAWALL DETAILSA5.05PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: DE317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHSCALE: 3/4" = 1'-0"1(A5-994) TYPICAL COPING WALLINTERSECTION1SCALE: 3/8" = 1'-0"2EXTERIOR WALL MOCK-UPWILLIAME.PAY NEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE SEE SCHEDULESEE SCHEDULEF WDFLUSH DOORWOOD DOORSHM DOORSSEE SCHEDULESEE SCHEDULEF HMFLUSH DOORSEE SCHEDULESEE SCHEDULE5"6 1/2"3'-4"PANICFGALFULL GLASS5"10"ALUMINUM DOORSFINISH FLOOR4'-0"6'-10"10'-6"E.Q.E.Q.E.Q.E.Q.FINISH FLOOR3'-0"4'-0"6'-10"FINISH FLOOR9'-2"E.Q.E.Q.E.Q.4'-0"6'-10"FINISH FLOOR9'-0"E.Q.E.Q.E.Q.4'-0"6'-10"DOOR HEIGHT7'-8"2"WIDTHDOOR 2" EQ. 2" EQ. 2"EQ.EQ.EQ.5'-2" 2" 1'-4" 2"1'-10 5/8"2"DOOR HEIGHT2" 1'-10" 2"WIDTHDOOR 2"HOLLOW METAL (HM) FRAME (PAINT) WITH SEALANT ALL SIDES (1) LAYER 5/8" GWB (EACH SIDE) ON METAL STUDS @ 16" O.C. REFER TO FLOOR PLANS FOR STUD SIZE AND WALL TYPESOUND ATTENUATION (WHERE INDICATED) REFER TO FLOOR PLANSAPPLIED HM STOP (PAINT) WITH GLAZING 6 3/8" @ 4" METAL STUDS 8 3/8" @ 6" METAL STUDS 10 3/8" @ 8" METAL STUDSVARIESB./ FRAMEREFER TO FRAME ELEVATIONS5 3/4" @ 3 5/8" METAL STUDSHOLLOW METAL (HM) FRAME (PAINT). PROVIDE JAMB ANCHORS WITH SEALANT ALL SIDES (1) LAYER 5/8" GWB (EACH SIDE) ON METAL STUDS @ 16" O.C. REFER TO FLOOR PLANS FOR STUD SIZE AND WALL TYPE. SOUND ATTENUATION (WHERE INDICATED) REFER TO FLOOR PLANSAPPLIED HM STOP (PAINT) WITH GLAZING (WHERE APPLICABLE)FRAME @ SILL BELOW(WHERE APPLICABLE)5 3/4" @ 3 5/8"METAL STUDS6 3/8" @ 4" METAL STUDS 8 3/8" @ 6" METAL STUDS 10 3/8" @ 8" METAL STUDSVARIESHOLLOW METAL (HM) FRAME (PAINT) WITH SEALANT ALL SIDES (1) LAYER 5/8" GWB (EACH SIDE) ON METAL STUDS @ 16" O.C. REFER TO FLOOR PLANS FOR STUD SIZE AND WALL TYPESOUND ATTENUATION (WHERE INDICATED) REFER TO FLOOR PLANSAPPLIED HM STOP (PAINT) WITH GLAZING (WHERE APPLICABLE) 5 3/4" @ 3 5/8" METAL STUDS6 3/8" @ 4" METAL STUDS 8 3/8" @ 6" METAL STUDS 10 3/8" @ 8" METAL STUDSVARIESCONCRETE SLAB ON GRADE. REFER TO STRUCTURALWALL BASE (BEYOND) REFER TO ROOM FINISH SCHEDULE 1/2" PREFORMED ISOLATION JOINT FILLER (UNO) WITH POURABLE URETHANE SEALANT FACE OF WALL (BEYOND) REFER TO FLOOR PLAN CONCRETE STOOP REFER TO SITE / CIVIL AND STRUCTURAL DRAWINGS SLOPE AWAY FROM BUILDING (TYP)REFER TO FLOOR PLANDOOR FRAME. REFER TO DOOR SCHEDULE. GRANULAR FILLCONCRETE FOUNDATION WALL. REFER TO STRUCTURAL VAPOR BARRIER FINISH FLOOREL 100'-0" (UNO)METAL THRESHOLD PER A.D.A REQUIREMENTS 1"(UNO) 3"NOTE: PROVIDE SHIM SPACE WITH SEALANT (CONT) ALL SIDES. PACK VOIDS WITH INSULATION. TYP AT SIDELIGHTS (WHERE APPLICABLE)NOTE: PROVIDE ANTI-SPALLING SEALER ON EXPOSED CONCRETE (TYP)MODULAR FACE BRICKSTEEL LINTEL, SEE STRUCTURALALUMINUM DOOR FRAMEBACKER ROD AND SEALANT5/8" GYP BOARD6" METAL STUD FRAMING AT 16" O.C.1/2" SEALANT JOINTTHROUGH WALL FLASHING2x WOOD BLOCKING3"7 1/4"RIGID INSULATION5/8" GYPSUM SHEATHINGVAPOR PERMIABLE, FLUID APPLIED MEMBRANE AIR BARRIEREL. 108'-10 9/16"MODULAR FACE BRICKRIGID INSULATION5/8" GYP BOARD6" METAL STUDS AT 16" O.C.3 5/8" METAL STUDS AT 16" O.C. WITH SOUND ATTENUATION BATTS2x WOOD BLOCKINGSEALANTSTOREFRONT DOOR AND FRAMEBACKER ROD AND SEALANTAIR SPACEFINISH FLOORDOOR HEIGHTDOOR WIDTHHOLLOW METAL (HM) FRAME (PAINT) WITH SEALANT ALL SIDES (3) LAYERS 5/8" TYPE X GWB (EACH SIDE) ON 6" METAL STUDS AT 24" O.C. FIRE BATT INSULATION9 3/4"HOLLOW METAL (HM) FRAME (PAINT). PROVIDE JAMB ANCHORS WITH SEALANT ALL SIDES (3) LAYERS 5/8" TYPE X GWB (EACH SIDE) ON 6" METAL STUDS AT 24" O.C.FIRE BATT INSULATION9 3/4"7'-4"1'-6 5/8"2" EQ 2" EQ 2"2" EQ 2" EQ 2"7'-4"FINISH FLOORALIGN CENTER MULLION WITH BRICK REVEALCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL8/19/2021 2:24:52 PM\\data1\citrixprofiles$\ksivilich\My Documents\2019_ARCH_220144.00_ksivilich.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANADOOR AND FRAME SCHEDULEA6S.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: KRS317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204DOOR AND FRAME SCHEDULEDOORNUMBERDOORSFRAMEFIRE RATING INMINS.HARDWARESTCRATINGREMARKSDOORNUMBER DOOR SIZE (WxH) DOOR TYPEFRAMEMATERIALFRAMEELEVATIONJAMB DEPTHDETAILSSET NO.KEYSIDEROOMHEAD JAMB SILLA137A 3'-0" x 6'-8" F WD HM HM6 5 3/4" 3/A6S.01 5/A6S.016.0 A137A137AA138A 3'-0" x 6'-8" FGAL AL AL1 4 1/2" 7/A6S.01 8/A6S.01 6/A6S.01 1.0 EXTA138AA138B 3'-0" x 6'-8" F HM HM HM6 10 1/4" 9/A6S.01 10/A6S.01180 2.0 A138BA138BA139 3'-0" x 6'-8" F WD HM HM6 5" 3/A6S.01 5/A6S.015.0 A138AA139A188 3'-0" x 7'-2" F WD HM HM6 5 3/4" 3/A6S.01 5/A6S.018.0 A138AA188A189 3'-0" x 6'-8" F WD HM HM1 5 3/4" 3/A6S.01 5/A6S.01 4/A6S.01 6.0 A138AA189A191 3'-0" x 6'-8" F WD HM HM1 5 3/4" 3/A6S.01 5/A6S.01 4/A6S.01 6.0 A138AA191A192 3'-0" x 6'-8" F WD HM HM1 5 3/4" 3/A6S.01 5/A6S.01 4/A6S.01 6.0 A138AA192A193 3'-0" x 6'-8" F WD HM HM1 5 3/4" 3/A6S.01 5/A6S.01 4/A6S.01 6.0 A138AA193A194 3'-0" x 6'-8" F WD HM HM1 5 3/4" 3/A6S.01 5/A6S.01 4/A6S.01 6.0 A138AA194A195 3'-0" x 6'-8" F WD HM HM1 5 3/4" 3/A6S.01 5/A6S.01 4/A6S.01 6.0 A138AA195A196 3'-0" x 6'-8" F WD HM HM1 5 3/4" 3/A6S.01 5/A6S.01 4/A6S.01 7.0 A138AA196A197 3'-0" x 6'-8" F WD HM HM1 5 3/4" 3/A6S.01 5/A6S.01 4/A6S.01 6.0 A138AA197A198 3'-0" x 6'-8" F WD HM HM1 5 3/4" 3/A6S.01 5/A6S.01 4/A6S.01 6.0 A138AA198A199 3'-0" x 6'-8" F WD HM HM1 5 3/4" 3/A6S.01 5/A6S.01 4/A6S.01 6.0 A138AA199A200 3'-0" x 6'-8" F WD HM HM1 5 3/4" 3/A6S.01 5/A6S.01 4/A6S.01 6.0 A138AA200A204HM HM3 5 3/4" 3/A6S.01 5/A6S.01 4/A6S.01 N/A EXTA204A205HM HM2 5 3/4" 3/A6S.01 5/A6S.01 4/A6S.01 N/A EXTA205A206HM HM4 5 3/4" 3/A6S.01 5/A6S.01 4/A6S.01 N/A EXTA206A207HM HM5 5 3/4" 3/A6S.01 5/A6S.01 4/A6S.01 N/A EXTA207PLANNORTHSCALE: 1/4" = 1'-0"FRAME ELEVATIONS (DOORS)1ALL DIMENSIONS SHOWN ARE NOMINAL (UNO) FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION / INSTALLATION REFER TO DOOR AND FRAME SCHEDULE FOR ADDITIONAL INFORMATIONHM1AL1HM2HM3HM4HM5SCALE: 1 1/2" = 1'-0"4SILLSCALE: 1 1/2" = 1'-0"5JAMBSCALE: 1 1/2" = 1'-0"HEAD3SCALE: 1 1/2" = 1'-0"SILL6SCALE: 1 1/2" = 1'-0"7DOOR HEADSCALE: 1 1/2" = 1'-0"8DOOR JAMB(PR)HM6SCALE: 1 1/2" = 1'-0"9HEADSCALE: 1 1/2" = 1'-0"10JAMBWILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.SCALE: 1/4" = 1'-0"2FRAME ELEVATIONS (WINDOWS)AREV.NO.DESCRIPTION DATE1 ASI#1 - RFI RESPONSE 8/18/21111111 UPREF.DWVERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.EQUIPMENT GENERAL NOTESA. ALL COUNTERTOPS TO HAVE CONTINUOUS 4" HIGH BACKSPLASHES AND ENDSPLASHES UNLESS NOTED OTHERWISE.B. HIDDEN LINES ( ) INDICATE ITEMS TO BE PART OF LOOSE EQUIPMENT PACKAGE OR BY OWNER, NOT INCLUDED IN CONSTRUCTION CONTRACTS. DASHED LINES ( ) INDICATE OVERHEAD ITEMS (INCLUDED IN CONSTRUCTION CONTRACTS).C. PROVIDE FILLER STRIPS BETWEEN CASEWORK UNITS AND WALL OR BETWEEN ANY UNIT AS REQUIRED. EXTEND COUNTER TO FACE OF WALL OR ADJACENT TALL CABINET.D. ALL CASEWORK DOORS AND DRAWERS SHALL BE LOCKABLE.E. ALL EXPOSED ENDS AND BACKS OF CASEWORK SHALL BE FINISHED.F. CASEWORK INSTALLER SHALL CUT CASEWORK AS REQUIRED FOR PLUMBING/ELECTRICAL LINES.G. CASEWORK INSTALLER SHALL CAULK BETWEEN COUNTERS, BACKSPLASHES, AND WALLS.H. ALL WALL-MOUNTED CASEWORK SHALL BE MOUNTED WITH THE TOP AT 7'-0" AFF UNLESS OTHERWISE NOTED.I. (CG) INDICATES CORNER GUARD.J. (HLB) INDICATES HORIZONTAL LOUVER BLINDS.K. REFER TO LIST OF FINISHES FOR COLOR SELECTIONS.ELEVATION NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)XEQUIPMENT PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)XA8.0212A8.0243A7.0232CGCGCGCGCGCGCGCGCGBUSINESSDIRECTORA166ADMIN. ASST.A167PURCHASINGA170CONFERENCEA165OPEN AREAA169OFFICEA172OFFICEA174CORRIDORA168ACCOUNTINGA163ACCOUNTINGA164VESTIBULEA156LOUNGEA159MEN'SA157WOMEN'SA158KITCHENETTEA160TELEPHONE ANDELECTRICALA162ASTORAGEA149OFFICEA153OFFICEA154CORRIDORA155WORKROOMA177CORRIDORA150OFFICEA152OFFICEA151OFFICEA161SUPPLIESA148CUSTODIANA147MECHANICALA162FREEZERA182FCOOLERA182GGENERALSTORAGEA182AOFFICEA182CRESTROOMA182EGENERALSTORAGEA182BWAREHOUSEEXPANSIONA182DSAN/SERVER/BACKUPSPECIALISTA137SAN/SERVER/BACKUPSPECIALISTA137ENTRYA138BCONFERENCEA188CORRIDORA138AINSTRUCTIONALCOACHESA138COORD. TECH.SERVICESA196TRAINING &DEVELOPMENTSPECIALISTA197WIRELESSNETWORKINFRASTRUCTURESPECIALISTA198COMPUTER TECH.1A199ADMIN. ASST.A183DIRECTOR OFTECHNOLOGY &DATA SOLUTIONSA195TECH II HELPA194COMPUTER TECH.1A193DATA BASE ADMIN.A192NETWORKADMINISTRATORA191INST. COACH &CONF.A190ADMIN. ASST.A189OFFICEA135OFFICEA134OPEN AREAA131ADMIN. ASST.A129AOFFICEA129OFFICEA128VESTIBULEA126WORKROOMA130ADMIN. ASST.A131AOFFICEA136DIR. OF CRRICLM,INSTRCTN &ASSMNT, IT INT,LDFSHP DEV,TITLE 1 &ENLPRGMMNGA124SUPERVISOR OFLEARNINGA187EARLYCHILDHOODCOORD.A125CONFERENCEA118STORAGEA132CORRIDORA184SUPERVISOR OFLEARNINGA185SUPERVISOR OFLEARNINGA186WOMEN'SA144STORAGEA133ATRAINING ROOMA133ALCOVEA143MEN'SA142STORAGEA133BSERVER ROOMA139BENEFITSA140BENEFITSA141CORRIDORA146CLOSETA140AMAIL ROOMA145CONFERENCEA173OFFICEA175ACCOUNTSPAYABLEA171OFFICEA178CONFERENCEA176DIRECTOR'SOFFICEA179OFFICEA180HUMANRESOURCERECEPTIONA181LOBBYA101ENTRYA100RECEPTIONA102CONFERENCEA104CORRIDORA115CONFERENCEA105PUBLIC MEETINGROOMA103FILESA110OFFICEA111ADMIN. ASST.A112VESTIBULEA114MENTAL HEALTHCOORDINATORA116ADMIN. ASST.A119AOPEN OFFICEA120ADEICOORDINATORA120DIRECTOR OFSTUDENTSERVICESA119DIRECTOR OFSPECIALSERVICESA121ADMIN. ASST.A122ACORRIDORA117ADMIN. ASST. FORCIAA123ADIR. OFCURRICULUM-MATH,SCIENCE, MEDIA,LEADERSHIP DEV.A122OPEN OFFICEA123BASST. SUPER OFCIAA123HALLA109KITCHENETTEA107RESTROOMA108SUPERINTENDENT'SOFFICEA113CLOSETA113AWORKROOMA106ADMIN. ASST.A128ACLOSETA127A7.024CG312CGCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL4/19/2021 12:03:46 PM\\data1\citrixprofiles$\adevoe\My Documents\2019_ARCH_220144.00_adevoeA8URP.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANAFIRST FLOOR EQUIPMENT PLANA7.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: AD317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHWILLIAME.PAY NEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE1 ADDENDUM #1 4/19/211 1"TH END PANEL, FULL HEIGHT AND DEPTH. PLAM BOTHSIDES.2 INSTALL NEW COUNTERTOP PL-1.3 CURTAIN TRACK. REFER TO A7.02 FOR CURTAIN TRACKDETAIL.1 TO MATCH OVERALL HEIGHT.2 INSTALL KOHLER K-22071 GRAZE THREE-HOLE KITCHENFAUCET ESCUTCHEN IN POLISHED CHROME.3 REFRIGERATOR BY OWNER.4 MICROWAVE BY OWNER.5 PROVIDE VENTING IN SHELF FOR AIRFLOW.6 1"TH END PANEL, FULL HEIGHT AND DEPTH. PLAM BOTHSIDES.7 INSTALL 36"H X 1-1/2"W X 24"D FILLER PANEL BETWEENBASE CABINET AND TALL END PANEL.8 INSTALL NEW PLASTIC LAMINATE COUNTERTOP AND 4"BACKSPLASH, PL-1.9 EXISTING BASE AND WALL CABINETS TO REMAIN.PROTECT DURING CONSTRUCTION.10 PROVIDE CABINET DOOR PULLS: DOUG MOCKETT #DP3A-10B 3" TAB PULL. FINISH: 10B ENGLISH ANTIQUE.11 INSTALL NEW, P-2, PLASTIC LAMINATE MICROWAVE SHELF.3/4"H X 33"W X 18"D.12 INSTALL TILE PER TCNA W245, THIN SET, WITH MODIFIEDDRY-SET MORTAR AND POLYMER MODIFIED,HIGH-PERFORMANCE, UNSANDED GROUT.SCALE: 3/32" = 1'-0"1FIRST FLOOR - EQUIPMENT PLAN11 A8.0212A8.0243CGCGCGCGCGCGCGCGCGCGADMIN. ASST.A131AOPEN AREAA131ADMIN. ASST.A128AADMIN. ASST.A129AOFFICEA128OFFICEA129WORKROOMA130SUPERVISOR OFLEARNINGA187EARLYCHILDHOODCOORD.A125CONFERENCEA118SUPERVISOR OFLEARNINGA185SUPERVISOR OFLEARNINGA186OFFICEA134TRAINING ROOMA133OFFICEA135SERVER ROOMA139CLOSETA140ACORRIDORA146CONFERENCEA188ENTRYA138BVESTIBULEA126ADMIN. ASST.A189INST. COACH &CONF.A190CORRIDORA138AINSTRUCTIONALCOACHESA138SAN/SERVER/BACKUPSPECIALISTA137COORD. TECH.SERVICESA196TRAINING &DEVELOPMENTSPECIALISTA197WAREHOUSEEXPANSIONA182DWIRELESSNETWORKINFRASTRUCTURESPECIALISTA198COMPUTER TECH.1A199ADMIN. ASST.A183DIRECTOR OFTECHNOLOGY &DATA SOLUTIONSA195TECH II HELPA194COMPUTER TECH.1A193DATA BASE ADMIN.A192NETWORKADMINISTRATORA19135A8.02CLOSETA127CGVERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.EQUIPMENT GENERAL NOTESA. ALL COUNTERTOPS TO HAVE CONTINUOUS 4" HIGH BACKSPLASHES AND ENDSPLASHES UNLESS NOTED OTHERWISE.B. HIDDEN LINES ( ) INDICATE ITEMS TO BE PART OF LOOSE EQUIPMENT PACKAGE OR BY OWNER, NOT INCLUDED IN CONSTRUCTION CONTRACTS. DASHED LINES ( ) INDICATE OVERHEAD ITEMS (INCLUDED IN CONSTRUCTION CONTRACTS).C. PROVIDE FILLER STRIPS BETWEEN CASEWORK UNITS AND WALL OR BETWEEN ANY UNIT AS REQUIRED. EXTEND COUNTER TO FACE OF WALL OR ADJACENT TALL CABINET.D. ALL CASEWORK DOORS AND DRAWERS SHALL BE LOCKABLE.E. ALL EXPOSED ENDS AND BACKS OF CASEWORK SHALL BE FINISHED.F. CASEWORK INSTALLER SHALL CUT CASEWORK AS REQUIRED FOR PLUMBING/ELECTRICAL LINES.G. CASEWORK INSTALLER SHALL CAULK BETWEEN COUNTERS, BACKSPLASHES, AND WALLS.H. ALL WALL-MOUNTED CASEWORK SHALL BE MOUNTED WITH THE TOP AT 7'-0" AFF UNLESS OTHERWISE NOTED.I. (CG) INDICATES CORNER GUARD.J. (HLB) INDICATES HORIZONTAL LOUVER BLINDS.K. REFER TO LIST OF FINISHES FOR COLOR SELECTIONS.ELEVATION NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)XEQUIPMENT PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)X2SCHEDULED RUBBER BASE8994"TOEKICKA7.02511123DUAL COFFEE MACHINEA7.02322'-5"122'-6"AS REQUIRED3'-0"1'-6"1'-6"TYP.3/4"+/- VIF.9 3/4"4"1"1"4566710101CUBICAL CURTAIN TRACKACT CEILINGPROVIDE 2X4 WOOD BLOCKING . BLOCKING EXTEND OVER AT LEAST TWO PIECES OF CEILING GRID.PROVIDE TOGGLE BOLTS AS REQUIRED - PER MANUFACTURERS RECCOMMENDATION.ICDBAFE* DEPTH OF UNIT MAY VARY. REFER TO CASEWORK ELEVATIONS FOR ADDITIONAL INFORMATION.* UNIT TO BE 7'-0" TALL UNLESS OTHERWISE NOTED. REFER TO CASEWORK ELEVATIONS FOR ADDITIONAL INFORMATION.A.1" THICK PLASTIC LAMINATE ADJUSTABLE SHELF WITH NOTCHED OUT RADIUS IN REAR FOR CABLE PASSTHROUGH. ALL SHELVES TO ADJUST ON 1" INCREMENTS. PROVIDE 3 ADJUSTABLE PLASTIC LAMINATE SHELVES AS SHOWN. ALL EXPOSED EDGES TO BE FINISHED.B.PROVIDE 1"W x 10"L VENT GRILLE (BASIS OF DESIGN: BAINBRIDGE MANUFACTURING INC.) C.1" THICK FIXED VERTICAL PLASTIC LAMINATE SUPPORT, TO EXTEND FULL DEPTH AND HEIGHT OF CABINET.D.1" THICK PLASTIC LAMINATE TOP.E.RUBBER BASE TO BE PROVIDED ON FACE OF 4"H CABINET KICKSPACE.F.1" THICK PLASTIC LAMINATE FIXED SHELF, 1'-6" BETWEEN SHELVES,TYP.G.2 DOOR WALL CABINET (9 3/4"W +/-X 30"W X 24"D).H.2 DOOR BASE CABINET (36"H X 30"W X 24"D) WITH ONE ADJUSTABLE SHELF.I.4 DOUG MOCKETT # DP3A -10B 3”TAB PULL, FINISH: 10B ENGLISH ANTIQUE.2'-0"7'-0"CLCLCLFGBSGCBB-BBACK ELEVATIONF-FFRONT ELEVATIONS-SSIDE ELEVATIONF-1PLAN VIEW3'-0"TALL MICROWAVE UNIT KEYNOTESTYPICAL VENT LOCATIONS ON TALL MICROWAVE CABINET UNLESS OTHERWISE NOTED.TALL MICROWAVE UNIT* NOT TO SCALE* PROVIDE UNDER ARCHITECTURAL WOODWORK (CUSTOM CASEWORK)-DIVISION 6, AS INDICATED ON CASEWORK ELEVATIONS* REFER TO CASEWORK ELEVATIONS FOR ORIENTATION1'-0"9 3/4"1'-6"1'-6"3'-0"2'-6"1"3/4"1"2'-6"7'-0"2'-0"3"3'-0"1'-6"1"HGCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL4/19/2021 12:03:47 PM\\data1\citrixprofiles$\adevoe\My Documents\2019_ARCH_220144.00_adevoeA8URP.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANAFIRST FLOOR EQUIPMENTPLAN-NEW ADDITIONA7.02PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: AD317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204WILLIAME.PAY NEREGISTERED INDIANAAR CHITECT4169STATE OFNo.PLANNORTHREV.NO.DESCRIPTION DATE1 ADDENDUM #1 4/19/21SCALE: 1/8" = 1'-0"1FIRST FLOOR - EQUIPMENT PLANSCALE: 1/2" = 1'-0"2A160 KITCHENETTE - EASTSCALE: 1/2" = 1'-0"3A160 KITCHENETTE - WEST1 TO MATCH OVERALL HEIGHT.2 INSTALL KOHLER K-22071 GRAZE THREE-HOLE KITCHENFAUCET ESCUTCHEN IN POLISHED CHROME.3 REFRIGERATOR BY OWNER.4 MICROWAVE BY OWNER.5 PROVIDE VENTING IN SHELF FOR AIRFLOW.6 1"TH END PANEL, FULL HEIGHT AND DEPTH. PLAM BOTHSIDES.7 INSTALL 36"H X 1-1/2"W X 24"D FILLER PANEL BETWEENBASE CABINET AND TALL END PANEL.8 INSTALL NEW PLASTIC LAMINATE COUNTERTOP AND 4"BACKSPLASH, PL-1.9 EXISTING BASE AND WALL CABINETS TO REMAIN.PROTECT DURING CONSTRUCTION.10 PROVIDE CABINET DOOR PULLS: DOUG MOCKETT #DP3A-10B 3" TAB PULL. FINISH: 10B ENGLISH ANTIQUE.11 INSTALL NEW, P-2, PLASTIC LAMINATE MICROWAVE SHELF.3/4"H X 33"W X 18"D.12 INSTALL TILE PER TCNA W245, THIN SET, WITH MODIFIEDDRY-SET MORTAR AND POLYMER MODIFIED,HIGH-PERFORMANCE, UNSANDED GROUT.SCALE: 3/8" = 1'-0"4FIRST FLOOR EQUIPMENT PLAN -A160 KITCHENETTE CALLOUT1 1"TH END PANEL, FULL HEIGHT AND DEPTH. PLAM BOTHSIDES.2 INSTALL NEW COUNTERTOP PL-1.3 CURTAIN TRACK. REFER TO A7.02 FOR CURTAIN TRACKDETAIL.SCALE: 1" = 1'-0"5ISOMETRIC OF CABINETSSCALE: 1" = 1'-0"6CURTAIN TRACK DETAIL11 UPREF.DWVERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.FINISH KEYNOTESGENERAL FINISH NOTESA. FIXED CASEWORK AND TACKBOARDS SHALL REMAIN IN PLACE (UNO). NEW WALL FINISHES SHALL BE INSTALLED AROUND THESE ITEMS. B. SEALANT SHALL BE APPLIED AT ALL MATERIAL TRANSITIONS, BACKSPLASHES, AND DOOR FRAMES. ALL LOCATIONS WHERE NEW FINISH ABUTS A DISSIMILAR MATERIAL. C. REMOVE AND REINSTALL EXISTING DEVICE FACEPLATES, SWITCH FACEPLATES, TECHNOLOGY FACEPLATES, AND CLOCKS. D. EXISTING ITEMS TO REMAIN AND NEW FINISHES APPLIED AROUND INCLUDE BUT NOT LIMITED TO THERMOSTATS, AND FIRE EXTINGUISHER CABINETS (UNO).E. RESILIENT TRANSITION STRIP BETWEEN NEW FLOOR FINISH AND EXISTING FLOOR FINISH.F. PROVIDE NEW RESILIENT TRANSITION STRIPS AT EXPOSED EDGE OF NEW FLOOR FINISH TO EXISTING FLOOR FINISH.G. PAINT ALL SIDES (VERT. AND HORZ.) OF BULKHEAD/SOFFIT COLOR INDICATED (UNO).H. EXISTING INTERIOR DOOR FRAMES ARE TO REMAIN. DO NOT PAINT.I. PAINT ALL NEW INTERIOR DOOR FRAMES P-6, TO MATCH EXISTING DOOR FRAME COLOR. PAINT ON ALL FACES (PAINT CODE #5.12). REFER TO LIST OF FINISHES.J. PATCH AND REPAIR ALL HOLES AND IMPERFECTIONS, TO RECEIVE NEW FINISHES.K. XPT INDICATES EXISTING PORECLAIN TILE.L. XBRK INDICATES EXISTING BRICK.M. XCT INDICATES EXISTING CERAMIC TILE.N. XPTB INDICATES EXISTING PORCELAIN TILE BASE.O. XACT INDICATES EXISTING ACOUSTICAL CEILING TILE.P. XGWB INDICATES EXISTING GYPSUM WALL BOARD.Q. XWDB INDICATES EXISTING WOOD BASE.R. XCONC INDICATES EXISTING CONCRETE.S. XGLASS INDICATES EXISTING GLASS.T. PAINT WALLS P-1 UNLESS NOTED OTHERWISE.XUNIT AUNIT BUNIT AUNIT BASST. SUPER OFCIAA123DIR. OFCURRICULUM-MATH,SCIENCE, MEDIA,LEADERSHIP DEV.A122DIRECTOR OFSPECIALSERVICESA121DEICOORDINATORA120DIRECTOR OFSTUDENTSERVICESA119ADMIN. ASST.A119AOPEN OFFICEA120AADMIN. ASST.A122AADMIN. ASST. FORCIAA123AOPEN OFFICEA123BDIR. OF CRRICLM,INSTRCTN &ASSMNT, IT INT,LDFSHP DEV,TITLE 1 &ENLPRGMMNGA124OFFICEA136SUPERVISOR OFLEARNINGA187EARLYCHILDHOODCOORD.A125CONFERENCEA118WORKROOMA130SUPERVISOR OFLEARNINGA185SUPERVISOR OFLEARNINGA186CORRIDORA117MENTAL HEALTHCOORDINATORA116ADMIN. ASST.A112SUPERINTENDENT'SOFFICEA113WORKROOMA106RESTROOMA108KITCHENETTEA107HALLA109FILESA110OFFICEA111VESTIBULEA114CLOSETA113APUBLIC MEETINGROOMA103CORRIDORA115STORAGEA132CORRIDORA184CONFERENCEA105CONFERENCEA104ENTRYA100LOBBYA101RECEPTIONA102ALCOVEA143WOMEN'SA144MEN'SA142TRAINING ROOMA133STORAGEA133ASTORAGEA133BCORRIDORA155HUMANRESOURCERECEPTIONA181CONFERENCEA176WORKROOMA177CONFERENCEA173OFFICEA175OFFICEA178OFFICEA180DIRECTOR'SOFFICEA179ACCOUNTSPAYABLEA171OFFICEA174CORRIDORA168OFFICEA172OPEN AREAA169ACCOUNTINGA163ACCOUNTINGA164CONFERENCEA165BUSINESSDIRECTORA166ADMIN. ASST.A167PURCHASINGA170LOUNGEA159KITCHENETTEA160WOMEN'SA158MEN'SA157OFFICEA154OFFICEA153CORRIDORA150OFFICEA152OFFICEA151OFFICEA161SUPPLIESA148CUSTODIANA147STORAGEA149MECHANICALA162TELEPHONE ANDELECTRICALA162AMAIL ROOMA145CORRIDORA146SERVER ROOMA139BENEFITSA140BENEFITSA141GENERALSTORAGEA182BOFFICEA182CCOOLERA182GFREEZERA182FGENERALSTORAGEA182ASTORAGEA182RESTROOMA182EWAREHOUSEEXPANSIONA182DSAN/SERVER/BACKUPSPECIALISTA137CONFERENCEA188CORRIDORA138ADIRECTOR OFTECHNOLOGY &DATA SOLUTIONSA195TECH II HELPA194COMPUTER TECH.1A193DATA BASE ADMIN.A192NETWORKADMINISTRATORA191INST. COACH &CONF.A190ADMIN. ASST.A189OFFICEA135OFFICEA134OFFICEA129OFFICEA128VESTIBULEA126ADMIN. ASST.A131AADMIN. ASST.A128AADMIN. ASST.A129ACLOSETA127VESTIBULEA156OPEN AREAA1311ENTRYA138B3255555555555555555555555555555566INSTRUCTIONALCOACHESA138COORD. TECH.SERVICESA196TRAINING &DEVELOPMENTSPECIALISTA197WIRELESSNETWORKINFRASTRUCTURESPECIALISTA198COMPUTER TECH.1A199ADMIN. ASST.A183CLOSETA140A89101055105555555555555555555510101055111251213COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL4/19/2021 12:03:49 PM\\data1\citrixprofiles$\adevoe\My Documents\2019_ARCH_220144.00_adevoeA8URP.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANAFIRST FLOOR FINISH PLAN ANDROOM FINISH SCHEDULEA8.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: Author317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHSCALE: 1/16" = 1'-0"8.0 - FINISH PLAN - OVERALL1WILLIAME.PAY NEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE1 ADDENDUM #1 4/19/211 CONFERNCE A104, A105: IN REFERENCE TO RESURFACINGOF MOVABLE WALLS, PROVIDE AND INSTALL 1/2"J-CHANNEL AT BOTTOM EDGE OF PANELS (BOTH SIDES)TO SECURE VWC-1 AT BASE. FINISH TO MATCH EXISTINGTRIM ON PANELS (ANODIZED BRONZE OR EQUAL).2 INSTALL VWC-4 BELOW CHAIR RAIL AND WRAP AROUNDCORNER.3 PAINT WALL P-7, LEVEL 5 FINISH ON THIS WALL ONLY.5 THIS WALL ONLY, INSTALL VINYL WALL COVERING. REFERTO LIST OF FINISHES AND ROOM FINISH SCHEDULE.6 INSTALL VWC-1 ABOVE CHAIR RAIL, INSTALL VWC-4 BELOWCHAIR RAIL.8 THIS WALL ONLY, P-5.9 INSTALL VWC-5 AROUND COLUMNS ONLY.10 INSTALL VWC-2 ALL WALLS THESE LOCATIONS ONLY.11 THIS WALL ONLY, VWC-4.12 THIS WALL ONLY, P-4.13 THIS WALL ONLY, CWT-1. REFER TO ELEVATIONS FORLOCATION.Room Finish ScheduleROOM NO. Name Floor - Material Floor - Color Code Base - Material Base - Color Code Wall - Material Wall - Color Code Ceiling - MaterialCeiling - ColorCodeA100 ENTRY XPT/ECT ECT-1 EXIST EXIST EXIST EXIST XGLASS XGLASSA101 LOBBY XPT XPT WDB XWDB EXIST/P EXIST/P-1 XGWB/P P-2,3A102 RECEPTION CART CART-1 WDB XWDB EXIST/XGWB/VWC EXIST/P-1/VWC-1 XGWB/P P-2A103 PUBLIC MEETING ROOM CART CART-1 WDB XWDB VWC VWC-1, VWC-4 XACT/XGWB/P P-2A104 CONFERENCE CART CART-1 RB RB-1 VWC VWC-2 XACT/XGWB/P P-2A105 CONFERENCE CART CART-1 RB RB-1 VWC VWC-2 XACT/XGWB/P P-2A106 WORKROOM CART CART-1 RB RB-1 P P-1 XACT XACTA107 KITCHENETTE LVT LVT-1 RB RB-1 P P-1 XACT XACTA108 RESTROOM XPT XPT XPTB XPTB VWC VWC-1 XGWB/P P-2A109 HALL LVT LVT-1 RB RB-1 P P-1 XACT XACTA110 FILES CART CART-1 RB RB-1 P P-1 XACT XACTA111 OFFICE CART CART-2 RB RB-2 VWC VWC-2 XACT XACTA112 ADMIN. ASST. CART CART-2 RB RB-2 VWC VWC-2 XACT XACTA113 SUPERINTENDENT'S OFFICE CART CART-2 RB RB-2 VWC VWC-2 XACT XACTA113A CLOSET CART CART-2 RB RB-2 P P-1 XACT XACTA114 VESTIBULE XPT/ECT XPT/ECT-1 EXIST EXIST EXIST EXIST XACT XACTA115 CORRIDOR CART CART-1 RB RB-1 VWC VWC-1,4 XACT XACTA116 MENTAL HEALTH COORDINATOR CART CART-2 RB RB-2 P P-1 XACT XACTA117 CORRIDOR CART CART-1 RB RB-1 VWC VWC-1 XACT XACTA118 CONFERENCE CART CART-2 RB RB-2 P/VWC P-1/VWC-3 XACT XACTA119 DIRECTOR OF STUDENT SERVICES CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA119A ADMIN. ASST. CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA120 DEI COORDINATOR CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA120A OPEN OFFICE CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA121 DIRECTOR OF SPECIAL SERVICES CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA122 DIR. OF CURRICULUM-MATH, SCIENCE,MEDIA, LEADERSHIP DEV.CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA122A ADMIN. ASST. CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA123 ASST. SUPER OF CIA CART CART-2 RB RB-2 VWC VWC-2 XACT XACTA123A ADMIN. ASST. FOR CIA CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA123B OPEN OFFICE CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA124 DIR. OF CRRICLM, INSTRCTN & ASSMNT, ITINT, LDFSHP DEV, TITLE 1 & ENLPRGMMNGCART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA125 EARLY CHILDHOOD COORD. CART CART-2 RB RB-2 P P-1 XACT XACTA126 VESTIBULE XPT/ECT XPT/ECT-1 EXIST EXIST P P-1 XACT XACTA127 CLOSET CART CART-1 RB RB-1 P P-1 XACT XACTA128 OFFICE CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA128A ADMIN. ASST. CART CART-2 RB RB-2 VWC VWC-2 ACT ACT-1A129 OFFICE CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA129A ADMIN. ASST. CART CART-2 RB RB-2 VWC VWC-2 ACT ACT-1A130 WORKROOM LVT LVT-1 RB RB-1 P P-1 XACT XACTA131 OPEN AREA CART CART-1 RB RB-1 VWC VWC-1 XACT/ACT XACT/ACT-1A131A ADMIN. ASST. CART CART-2 RB RB-2 VWC VWC-2 ACT ACT-1A132 STORAGE LVT LVT-1 RB RB-1 P P-1 XACT XACTA133 TRAINING ROOM CART CART-2 RB RB-2 VWC VWC-1 XACT XACTA133A STORAGE CART CART-2 RB RB-2 P P-1 XACT XACTA133B STORAGE CART CART-2 RB RB-2 P P-1 XACT XACTA134 OFFICE CART CART-2 RB RB-2 P/VWC P-1/VWC-2 ACT ACT-1A135 OFFICE CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA136 OFFICE CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA137 SAN/SERVER/BACKUP SPECIALIST LVT LVT-1 RB RB-1 P P-1 ACT ACT-1A138 INSTRUCTIONAL COACHES CART CART-2 RB RB-2 P/VWC P-1/VWC-2 ACT ACT-1A138A CORRIDOR CART CART-1 RB RB-1 VWC VWC-1 ACT ACT-1A138B ENTRY ECT ECT-1 RB RB-2 P P-1 XACT XACTA139 SERVER ROOM CART CART-2 RB RB-2 P P-1 XACT XACTA140 BENEFITS CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA140A CLOSET CART CART-2 RB RB-2 P P-1 XACT XACTA141 BENEFITS CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA142 MEN'S XPT XPT XPTB XPTB XCT XCT XACT XACTA143 ALCOVE CART CART-1 RB RB-1 VWC VWC-1 XACT XACTA144 WOMEN'S XPT XPT XPTB XPTB XCT XCT XACT XACTA145 MAIL ROOM LVT LVT-1 RB RB-1 P/VWC P-1/VWC-2 EXIST EXISTA146 CORRIDOR LVT LVT-1 RB RB-1 P/VWC P-1/VWC-2 EXIST EXISTA147 CUSTODIAN LVT LVT-1 RB RB-1 P P-1 XACT XACTA148 SUPPLIES CONC FS-1 RB RB-1 P P-1 XACT XACTA149 STORAGE LVT LVT-1 RB RB-1 P P-1 XACT XACTA150 CORRIDOR CART CART-1 RB RB-1 P P-1 XACT XACTA151 OFFICE CART CART-2 RB RB-2 P P-1,4 XACT XACTA152 OFFICE CART CART-2 RB RB-2 P P-1,4 XACT XACTA153 OFFICE CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA154 OFFICE CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA155 CORRIDOR CART CART-1 RB RB-1 VWC VWC-1,4 XACT XACTA156 VESTIBULE XPT/ECT XPT/ECT-1 EXIST EXIST XBRK XBRK XACT XACTA157 MEN'S XPT XPT XPTB XPTB XCT/P XCT/P-5 XACT XACTA158 WOMEN'S XPT XPT XPTB XPTB XCT/P XCT/P-5 XACT XACTA159 LOUNGE LVT LVT-1 RB RB-1 P/VWC P-1/VWC-1 EXIST EXISTA160 KITCHENETTE LVT LVT-1 RBRB-1 VWC VWC-1 EXIST EXISTA161 OFFICE CART CART-2 RB RB-2 P P-1,4 XACT XACTA162 MECHANICAL XCONC XCONC EXIST EXIST P P-1 XACT XACTA162A TELEPHONE AND ELECTRICAL XCONC XCONC EXIST EXIST P P-1 XACT XACTA163 ACCOUNTING CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA164 ACCOUNTING CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA165 CONFERENCE CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA166 BUSINESS DIRECTOR CART CART-2 RBRB-2 P/VWC P-1/VWC-2 XACT XACTA167 ADMIN. ASST. CART CART-2 RBRB-2 P/VWC P-1/VWC-2 XACT XACTA168 CORRIDOR CART CART-1 RB RB-1 VWC VWC-1 XACT XACTA169 OPEN AREA CART CART-1 RB RB-1 P/VWC P-1/VWC-1 XACT XACTA170 PURCHASING CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA171 ACCOUNTS PAYABLE CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA172 OFFICE CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA173 CONFERENCE CART CART-2 RB RB-2 P/VWC P-1/VWC-3 XACT XACTA174 OFFICE CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA175 OFFICE CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA176 CONFERENCE CART CART-2 RB RB-2 P/VWC P-1/VWC-3 XACT XACTA177 WORKROOM LVT LVT-1 RB RB-1 P P-1 XACT XACTA178 OFFICE CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA179 DIRECTOR'S OFFICE CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA180 OFFICE CART CART-2 RB RB-2 P/VWC P-1/VWC-2 XACT XACTA181 HUMAN RESOURCE RECEPTION CARTCART-2 RB RB-2 P/VWC P-1/VWC-3 XACT XACTA182 STORAGE XCONC XCONC EXIST EXIST EXIST/P EXIST/P-1 XACT XACTA182A GENERAL STORAGE XCONC XCONC EXIST EXIST P P-1 XACT XACTA182B GENERAL STORAGE XCONC XCONC EXIST EXIST P P-1 XACT XACTA182C OFFICE XCONC XCONC EXIST EXIST P P-1 XACT XACTA182D WAREHOUSE EXPANSION CONC FS-1 RB RB-1 P P-1 EXP PES-1A182E RESTROOM XCONC XCONC RB RB-1 P P-1 XGWB/P P-2A182F FREEZER EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXISTA182G COOLER EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXISTA183 ADMIN. ASST. CART CART-2 RB RB-2 P/VWC P-1/VWC-2 ACT ACT-1A184 CORRIDOR CART CART-1 RB RB-1 VWC VWC-1 XACT XACTA185 SUPERVISOR OF LEARNING CART CART-2 RB RB-2 VWC VWC-2 XACT XACTA186 SUPERVISOR OF LEARNING CART CART-2 RB RB-2 VWC VWC-2 XACT XACTA187 SUPERVISOR OF LEARNING CART CART-2 RB RB-2 VWC VWC-2 XACT XACTA188 CONFERENCE CART CART-2 RB RB-2 P/VWC P-1/VWC-3 ACT ACT-1A189 ADMIN. ASST. CART CART-2 RB RB-2 VWC VWC-2 ACT ACT-1A190 INST. COACH & CONF. CART CART-2 RB RB-2 VWC VWC-2 ACT ACT-1A191 NETWORK ADMINISTRATOR CART CART-2 RB RB-2 P/VWC P-1/VWC-2 ACT ACT-1A192 DATA BASE ADMIN. CART CART-2 RB RB-2 P/VWC P-1/VWC-2 ACT ACT-1A193 COMPUTER TECH. 1 CART CART-2 RB RB-2 P/VWC P-1/VWC-2 ACT ACT-1A194 TECH II HELP CART CART-2 RB RB-2 P/VWC P-1/VWC-2 ACT ACT-1A195 DIRECTOR OF TECHNOLOGY & DATASOLUTIONSCART CART-2 RB RB-2 P/VWC P-1/VWC-2 ACT ACT-1A196 COORD. TECH. SERVICES CART CART-2 RB RB-2 P/VWC P-1/VWC-2 ACT ACT-1A197 TRAINING & DEVELOPMENT SPECIALIST CART CART-2 RB RB-2 VWC VWC-2 ACT ACT-1A198 WIRELESS NETWORK INFRASTRUCTURESPECIALISTCART CART-2 RB RB-2 P/VWC P-1/VWC-2 ACT ACT-1A199 COMPUTER TECH. 1 CART CART-2 RB RB-2 P/VWC P-1/VWC-2 ACT ACT-11111111111111111111111111 INTERIOR ELEVATION NOTESVERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)XX17X1919.520.221.121.221.520.1FINISH FLOOREL 100'-0"CORRIDORA138A7'-8"8.1018.1018.1017'-8"X17X1919.520.221.2FINISH FLOOREL 100'-0"CORRIDORA138A4'-0"5A8.028.1018.101XQXMXJXGABCFINISH FLOOREL 100'-0"ENTRYA138BCORRIDORA138AOPEN AREAA131XQXMXJXGABCFINISH FLOOREL 100'-0"9'-2" 6"6" 9'-0"ENTRYA138BCORRIDORA138A8.1018.101FINISH FLOOREL 100'-0"2x WOOD TRIM, STAINED TO MATCH EXISTINGRUBBER BASE5/8" GYP BOARD OVER 3-5/8" METAL STUDS AT 16" O.C.ALUMINUM REGLET4'-0"1/2"KNEE WALL BRACE AT STUDSCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL4/19/2021 12:47:09 PM\\data1\citrixprofiles$\ksivilich\My Documents\2019_ARCH_220144.00_ksivilichC8UKY.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANAINTERIOR ELEVATIONSA8.02PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: Author317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTH8.101 HOLLOW METAL FRAMESCALE: 1/8" = 1'-0"1INTERIOR ELEVATION 1SCALE: 1/8" = 1'-0"2INTERIOR ELEVATION 2SCALE: 1/8" = 1'-0"3INTERIOR ELEVATION 3SCALE: 1/8" = 1'-0"4INTERIOR ELEVATION 4WILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE1 ADDENDUM #1 4/19/21SCALE: 3/4" = 1'-0"5PARTIAL WALL DETAIL1 FLOOR MATERIALSCARPET TILEMATERIAL ABBREVIATION MATERIAL/MANUFACTURER COLOR SELECTIONLIST OF FINISHESREFER TO A8 ARCH. DWG. SHEETSMATERIAL & FINISH GENERAL NOTESGENERALA. REFER TO FINISH A8 SERIES FINISH PLANS FOR MATERIALS, PATTERNS, AND COLORS. B. CENTER TILE AND PATTERN IN ROOM UNLESS OTHERWISE INDICATED ON FINISH PLANS.FLOORINGA. ALIGN EDGE OF FINISHED FLOOR MATERIAL WITH EDGE OF WALL OR CASEWORK.B. COORDINATE CONTROL JOINTS IN CONCRETE SLABS WITH STRUCTURAL DRAWINGS.'C. REFER TO FLOOR PLANS, RESTROOM BLOW-UPS, AND PLUMBING DRAWINGS FOR FLOOR DRAIN LOCATIONS.D. PROVIDE RSA ON ALL STAIRS. INCLUDE RT (HAMMERED FINISH) ON ALL STAIR LANDINGS. REFER TO INTERIOR FINISHES PLANS.E. FLOOR FINISH MATERIAL TRANSITIONS SHALL OCCUR UNDER THE CENTER OF THE DOOR UNLESS OTHERWISE NOTED WHERE FLOORING MATERIAL CHANGES FROM ROOM TO ROOM.F. EXTEND FLOOR MATERIAL AND PATTERN UNDER ALL OPEN TO THE FLOOR CASEWORK AND FURNITURE.G. AT BUILDING EXPANSION JOINTS, PROVIDE PREFABRICATED MOVEMENT PROFILE SYSTEM IN MORTAR BED, SCHLUTER-DILEX-EDP OR APPROVED EQUAL. TYPICAL AT ALL LOCATIONS.PAINT & STAINA. PAINT ALL WALLS UNLESS OTHERWISE NOTED.B. PAINT ONE MOCKUP ROOM TO RECEIVE ARCHITECT'S APPROVAL BEFORE ORDERING PAINT FOR ENTIRE BUILDING.WALL BASEA. PROVIDE PREFORMED BASE TO MATCH 1"RADIUS AT ALL LOCATIONS WHERE BASE COVERS MASONRY BULLNOSE. REFER TO FINISH SCHEDULE FOR BASE MATERIAL TYPE. TYPICAL AT ALL LOCATIONS. AT RB LOCATIONS PROVIDE PREFORMED OUTSIDE CORNERS, AND USE MANUFACTURER'S STANDARD ADHESIVE (CONTACT CEMENT) FOR PROPER ADHESION WITH NO GAPS.CARPET TILEA. CART-1 TO BE INSTALLED IN ASHLAR PATTERN PER MANUFACTURER'S GUIDELINES. INSTALL PATTERN TO BE PERPENDICULAR TO DOOR INTO SCHEDULED ROOM.B. CART-2 TO BE INSTALLED IN MONOLITHIC PATTERN PER MANUFACTURER'S GUIDELINES. LUXURY VINYL TILEA. LVT-1 TO BE INSTALLED IN ASHLAR PATTERN PER MANUFACTURER'S GUIDELINES.ECT-1 SHAW CONTRACT "WELCOME TILE" 5t031 TO BE DETERMINED, 24"X24"TANDUS "ABRASIVE ACTION II" 02578 TO BE DETERMINED, 24"X24"MILLIKEN "OBEX TILE" TO BE DETERMINED, 24"X24"INTERFACE "STEP REPEAT" TO BE DETERMINED, 24"X24"ENTRANCE CARPET TILEMATERIAL ABBREVIATION MATERIAL/MANUFACTURER COLOR SELECTIONBASE MATERIALSRESILIENT BASERB-1 JOHNSONITE TO BE DETERMINEDNORA MATCH JOHNSONITE 4" COVE BASEROUNDEL MATCH JOHNSONITE RB-2 JOHNSONITE TO BE DETERMINEDNORA MATCH JOHNSONITE 4" COVE BASEROUNDEL MATCH JOHNSONITE MATERIAL ABBREVIATION MATERIAL/MANUFACTURER COLOR SELECTIONREFER TO A8 ARCH. DWG. SHEETSREFER TO A8 ARCH. DWG. SHEETSPAINT TYPE GENERAL NOTESA. UNDER SECTION 099123 - INTERIOR PAINTING, PAINT EXPOSED PIPES, DUCTWORK, BREACHING, CONDUIT, INSULATED PIPES, CONDUIT HANGERS, SUPPORTS, BRACING, ETC., WHICH OCCURS IN SPACES DESIGNATED TO BE PAINTED IN PART OR WHOLE.B. PAINTING AND FINISHING OF EXTERIOR SURFACES AS DESIGNATED. DETAILS SHALL BE UNDER THE WORK SECTION 0991113 - EXTERIOR PAINTING.C. ALL GYPSUM BOARD WALLS SHALL BE PAINTED WITH INTERIOR PAINT TYPE #9.22 (SEMI-GLOSS) UNLESS OTHERWISE NOTED. D. ALL GYPSUM BOARD CEILINGS AND SOFFITS SHALL BE PAINTED WITH PAINT TYPE #9.21 (FLAT) UNLESS OTHERWISE NOTED. E. PAINT ALL NON-INTEGRALLY COLORED CMU WALLS WITH INTERIOR PAINT TYPE #4.14 (SEMI-GLOSS), UNLESS OHERWISE NOTED. F. ALL FERROUS METAL (EXCLUDING STRUCTURE) SHALL BE PAINTED INTERIOR PAINT TYPE #5.12. G. ALL GALVANIZED METAL (EXCLUDING STRUCTURE) SHALL BE PAINTED INTERIOR PAINT TYPE #5.32. H. ALL EXPOSED STEEL (FERREOUS) STRUCTURE SHALL BE PAINTED INTERIOR PAINT TYPE #5.11. I. ALL EXPOSED GALVANIZED-METAL STRUCTURE SHALL BE PAINTED INTERIOR PAINT TYPE #5.31. J. NOT USED.K. ALL WALLS ARE TO RECEIVE AN SEMI-GLOSS FINISH AND ALL CEILINGS/BULKHEADS ARE TO RECEIVE A FLAT FINISH.PAINT COLOR GENERAL NOTESA. ALL INTERIOR WALLS SHALL BE PAINTED P-1, UNLESS OTHERWISE INDICATED ON FINISH PLANS OR INTERIOR ELEVATIONS.B. NOT USED. C. PAINT ALL GWB SOFFITS P-2 UNLESS OTHERWISE NOTED ON FINISH PLANS OR INTERIOR ELEVATIONS. D. PAINT ALL SIDES (HORIZ. AND VERT.) OF SOFFIT INDICATED COLOR, UNLESS OTHERWISE NOTED.E. PAINT ALL PAINTED EXPOSED CEILINGS AND GYPSUM BOARD CEILINGS P-2 UNLESS OTHERWISE NOTED ON FINISH PLANS, CEILING PLANS, OR INTERIOR ELEVATIONS.F. ALL INTERIOR HOLLOW METAL FRAMES AND DOOR FRAMES TO BE PAINTED P-6 UNLESS OTHERWISE NOTED. G. ALL EXPOSED INTERIOR STEEL COLUMNS SHALL BE PAINTED TO MATCH ADJACENT WALL COLOR, UNLESS OTHERWISE NOTED ON INTERIOR ELEVATIONS OR FINISH PLANS. H. STAIN ALL WOOD TRIM/ RAILS/ DOORS/ ETC. TO MATCH EXISTINGWALL FINISHESPAINTP-1 (FIELD) SHERWIN WILLIAMS TO BE DETERMINEDP-2 (CEILINGS) SHERWIN WILLIAMS TO BE DETERMINEDP-3 (CEILLING ACCENT) SHERWIN WILLIAMS TO BE DETERMINEDP-4 (ACCENT) SHERWIN WILLIAMS TO BE DETERMINEDP-5 (RESTROOMS) SHERWIN WILLIAMS TO BE DETERMINEDP-6 (METAL FRAMES/DOORS) BENJAMIN MOORE HC-81 MANCHESTER TANP-7 (GREEN SCREEN) BEHR DC4B-50-5 / GAMMA SECTOR GREEN-TOUCH UP BY ALLOWANCE-MATERIAL ABBREVIATION MATERIAL/MANUFACTURER COLOR SELECTIONLVT-1 MANNINGTON - NATURES PATH WINDSOR OAK/SHORE / 6” X 36” X 100”LUXURY VINYL TILEMATERIAL ABBREVIATION MATERIAL/MANUFACTURER COLOR SELECTIONFS-1 REFER TO SPECIFICATIONS CLEARFLOOR SEALERMATERIAL ABBREVIATION MATERIAL/MANUFACTURER COLOR SELECTIONVINYL WALLCOVERINGVWC-1 TOWER / CAIRO T2-C1-25 SHORELINEVWC-2 MOMENTUM / DL COUCH / T2-BA-09 FRENCH WHITEVWC-3 - NOT USED -VWC-4 TOWER / CAIRO T2-C1-11 AMBROSIAVWC-5 PATTY MADDEN / ZAZA LCB-ZAZ-02 COPPERMATERIAL ABBREVIATION MATERIAL/MANUFACTURER COLOR SELECTIONCART-1(FIELD)INTERFACE -AE311 AERIAL105807 BISCUIT/ STYLE #138830AK00 / 9.845" X 39.38" CART-2 (OFFICES)INTERFACE -PINE LINE, VECTOR AND MICROLINE103532 ASH / STYLE #138650250019.69" X 19.69"• ALL SPECIFIED MANUFACTURER'S MUST HAVE A MINIMUM FACE WEIGHT OF 20 oz./yd.• ALL CARPET BACKING TO HAVE A MOISTURE RESISTANT BARRIER.• SUBMIT INSTALLATION DRAWINGS INDICATING LAYOUT OF CARPET TILE PRIOR TO INSTALLATION FOR APPROVAL.EQUIPMENT MATERIALSPL-1 (CABINETS) FORMICA 858-58 PUMICEPL-2 NEVAMAR YSN-002T PURE SPUN YARNHP PLASTIC LAMINATEMATERIAL ABBREVIATION MATERIAL/MANUFACTURER COLOR SELECTIONCG-1 ACROVYN TBDCORNER GUARDMATERIAL ABBREVIATION MATERIAL/MANUFACTURER COLOR SELECTION• EXISTING OPERABLE PANEL PARTITION - RESURFACE WITH VWC-1EXISTING OPERABLE PANEL PARTITIONKICKPLATESSTAINLESS STEELEQUIPMENT LIST OF FINISHESREFER TO A7 ARCH. DWG. SHEETSREFER TO A7 ARCH. DWG. SHEETSEQUIPMENT MATERIAL & FINISH GENERAL NOTESA. CASEWORK FINISHES ARE AS FOLLOWS:• HIGH PRESSURE PLASTIC LAMINATE COUNTERTOPS AND WORKSURFACES ARE TO BE PL-2, UNLESS OTHERWISE NOTED.• HIGH PRESSURE PLASTIC LAMINATE CABINETS/VERTICAL SURFACES ARE TO BE PL-1, UNLESS OTHERWISE NOTED.• INTERIOR MELAMINE TO BE WHITEMISCELLANEOUS FINISHESINTERIOR WOOD DOORS/ INTERIOR WOOD TRIM• STAIN ALL WOOD DOORS, WOOD TRIM, ETC. TO MATCH EXISTING.• PROVIDE WOOD STAIN SAMPLES FOR VERIFICATION.• WOOD SPECIES-RED OAKCEILING FINISHESACOUSTICAL CEILING TILESACT-1 MATCH EXISTING MATCH EXISTING COLOR, 24"X24"MATERIAL ABBREVIATION MATERIAL/MANUFACTURER COLOR SELECTIONPAINT EXPOSED STRUCTUREPES-1 SHERWIN WILLIAMS TO BE DETERMINEDMATERIAL ABBREVIATION MATERIAL/MANUFACTURER COLOR SELECTIONCABINET DOOR PULLSDP-1 DOUG MOCKETT / # DP3A -10B 3” TAB PULL 10B ENGLISH ANTIQUEMATERIAL ABBREVIATION MATERIAL/MANUFACTURER COLOR SELECTIONCURTAIN/TRACKCC-1 DESIGNTEX / CURTAIN CALL 8095 TBDMATERIAL ABBREVIATION MATERIAL/MANUFACTURER COLOR SELECTIONINTEGRAL BLINDS WITHIN GLAZINGIBG-1 REFER TO SPECIFICATIONS TBDMATERIAL ABBREVIATION MATERIAL/MANUFACTURER COLOR SELECTIONCERAMIC WALL TILECWT-1 DALTILE / MOSAIC TRADITIONS TBD / GLOSS / 5/8” X 3”GLAZED CERAMIC TILEMATERIAL ABBREVIATION MATERIAL/MANUFACTURER COLOR SELECTION11CMU OR GWB PARTITION. REFER TO A1 SERIES DWGSRB WALL BASE DETAIL• SCALE: 6" = 1'-0"• REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATIONRUBBER BASE (COVE)RUBBER BASE (COVE) TOE OVERLAPS FLOORING MATERIALFLOORING MATERIALFLOORING MATERIAL ADHESIVECONCRETE SLAB• SCALE: NTS• REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATION.• REFER TO ADDITIONAL CART to RESILIENT FLOORING DETAIL FOR BELOW FOR MANUFACTURER SPECIFIC TRANSITIONS.FLOOR TRANSITION DETAILCONCRETE SLABCARPET TILERESILIENT TRANSITION CTA-XX-A (CENTER UNDER ROOM DOOR WHERE APPLICABLE)RESILIENT FLOORINGCART to RESILIENT FLOORING• SCALE: NTS• REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATIONFLOOR TRANSITION DETAILCONCRETE SLABRESILIENT TRANSITION CTA-XX-A (CENTER UNDER ROOM DOOR WHERE APPLICABLE)RESILIENT FLOORINGCSC to RESILIENT FLOORING• SCALE: NTS• REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATIONFLOOR TRANSITION DETAILCONCRETE SLABCARPET TILERESILIENT REDUCER TRANSITION CTA-XX-A (CENTER UNDER ROOM DOOR WHERE APPLICABLE)SEALED CONCRETECART to CSCADHESIVETYP.1"FLOOR TRANSITION DETAIL• SCALE: NTS• REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATIONEXPANSION JOINT DETAILNOTE: • VERIFY ADJACENT FLOORING MATERIAL AND INSTALL ACCORDINGLY• DETAIL REFERS TO BALCO INC. GF-2S GYMNASIUM FLOOR SYSTEM WITH MILL FINISH ALUMINUM COVERFINISH FLOOR MATERIAL, V.I.F.V2R-O230STF316114 @ 20" O.C.1" TYP.5 5/16" TYP.V.I.F.2"• SCALE: NTSMANF. SPECIFIC FLOOR TRANSITION DETAILCONCRETE SLABCARPET TILERESILIENT TRANSITION #ME002-METAL EDGE DEUX (OR PER MANUFACTURER RECOMMENDATIONS), COLOR: 00178 IRONSTONE (CENTER UNDER ROOM DOOR WHERE APPLICABLE)LVT FLOORINGCART to RESILIENT FLOORING24" MIN. TAPER AS MANFACTURER RECOMMENDSTYPICAL AT ALL CHAIR RAIL LOCATIONS.VERIFY ALL DIMENSIONS IN THE FIELD.4"VWC-42'-10" 7"VWC-15'-7" TO CEILINGREPAIR ALL WORN AREAS -REFER TO ALLOWANCEBASE AS SCHEDULEDCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL4/19/2021 12:03:50 PM\\data1\citrixprofiles$\adevoe\My Documents\2019_ARCH_220144.00_adevoeA8URP.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANALIST OF FINISHESA8.03PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: AD317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204WILLIAME.PAY NEREGISTERED INDIANAAR CHITECT4169STATE OFNo.PLANNORTHREV.NO.DESCRIPTION DATE1 ADDENDUM #1 4/19/21SCALE: 1/4" = 1'-0"3CHAIR RAIL TYPICAL111 VVVVVVVVVVVREFLECTED CEILING PLAN LEGENDA. PROVIDE REVEAL DRYWALL TRIM AT ALL LOCATIONS WHERE GYPSUM WALL BOARD (GWB) ABUTS A DISSIMILAR MATERIAL. TYPICAL UNLESS NOTED OTHERWISE.B. BULKHEAD FRAMING SHALL BE ATTACHED TO STRUCTURAL SUPPORTS AND NOT TO THE ROOF DECKC. ALL CEILINGS TO BE AT 9'-0" A.F.F. U.N.O.VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.REFLECTED CEILING PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)XREFLECTED CEILING PLAN LEGENDOCCUPANCY SENSORINDICATES ELEVATION HEIGHT 9'-0"INDICATES ACOUSTIC PANEL CEILING TYPE AND HEIGHT. REFER TO PROJECT MANUAL FOR "TYPE"A10'-4"CLOCK - REFER TO TECHNOLOGY DRAWINGSMETAL SOFFIT PANELSMECHANICAL DIFFUSER - REFER TO MECHANICAL DRAWINGSLIGHT FIXTURE - REFER TO ELECTRICAL DRAWINGSLIGHT FIXTURE - REFER TO ELECTRICAL DRAWINGSMECHANICAL RETURN AIR GRILLE - REFER TO MECHANICAL DRAWINGSICRECESSED CEILING SPEAKERCEILING MOUNTED EXIT LIGHTLIGHT FIXTURE - REFER TO ELECTRICAL DRAWINGSCEILING MOUNTED CAMERA9'-0"MOTION DETECTORMMECHANICAL UNIT HEATER - REFER TO MECHANICAL DRAWINGSCONTROL JOINT IN GYPSUM BOARD CEILING OR BULKHEADCJACOUSTICAL CEILING TILE (ACT)GYPSUM WALL BOARD BULKHEAD / CEILING EXTERIOR FINISH SYSTEM (E.F.S.) EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.)ACOUSTICAL CEILING TILE (ACT)INDICATES CEILING HEIGHT CEILING MOUNTED MECHANICAL UNIT - REFER TO MECHANICAL DRAWINGSCAMWIRELESS ACCESS POINT (WAP)WSSOUND REINFORCEMENT SPEAKERINTERIOR FINISH SYSTEM (I.F.S.)FIRE ALARM HEAT DETECTORHFIRE ALARM HORN STROBEFFIRE ALARM SPEAKER STROBESFIRE ALARM STROBEVFIRE ALARM SMOKE DETECTORPVPVIDEO PROJECTOR - SEE ELECTRICAL2A9.01A195A193 A194A192A191A183A199A198A197A196A137A190A189A134A131AA129AA128AA138AA188A182DA140A9.0069.006TYP.9.0069.006TYP.TYP.9.0069.006TYP.9.0069.006TYP.9.0069.006TYP.9.0079.007A138B9.008VP9.1319.1009.1004"9.2709.2719.0049.271COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL4/19/2021 1:13:16 PM\\data1\citrixprofiles$\ksivilich\My Documents\2019_ARCH_220144.00_ksivilichC8UKY.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANAREFLECTED CEILING PLANA9.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: Author317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 462049.004 EXISTING ACOUSTIC PANEL SYSTEM TO REMAIN9.006 NO CEILING WORK THIS AREA9.007 EXPOSED STRUCTURE, PAINTED9.008 ALIGN FINISH FACES AT BULKHEAD ASSEMBLY, THIS SIDE9.100 5/8" GYPSUM WALLBOARD (GWB)9.131 3 5/8" METAL STUDS AT 1'-4" O.C. (20 GA)9.270 ACOUSTICAL PANEL CEILING - REFER TO CEILING PLANS9.271 15/16" FACE SUSPENDED PERIMETER TRIMPLANNORTHSCALE: 3/32" = 1'-0"REFLECTED CEILING PLAN1SCALE: 1" = 1'-0"NEW BULKHEAD DETAIL2WILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE1 ADDENDUM #1 4/19/21111 XFXEXDXBXAX22X21X20X18X16X17X19XCXQXMXJXGX15AB19.9A190A191 A192 A193 A194 A195A183A199A198A197A196A138A137A182DA188A135A134A128AA129AA189A129A128A131AA130A133A139A182AA182BA182A182EA138AA138AA126A131A187A125A131A127LOCATION OF EXISTING INCOMINGFIRE PROTECTION SERVICE. CONNECTNEW BRANCH MAIN TO EXISTING FIRERISER AFTER EXISTING FLOW SWITCH AND EXTEND TO NEW STORAGE ROOM ADDITION.EXISTFA182FA162A182GA182CA182A12NEW ADDITION TO EXISTING SPRINKLER ZONE(567 SQ./FT.)XFX21X20X18X16X17X19XQXMXJXGAB19.520.221.121.221.521.920.1CX22GENERAL FIRE PROTECTION NOTESA. ALL FIRE PROTECTION WORK PERFORMED ON THIS PROJECT SHALL BE SIZED PER HYDRAULIC CALCULATIONS. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL DUCTWORK, RACEWAYS, CABLE TRAYS CONDUITS, STRUCTURAL MEMBERS, PIPING AND ARCHITECTURAL CEILING HEIGHTS AND DESIGN INTENT. ALL FIRE PROTECTION WORK SHALL BE DONE IN ACCORDANCE WITH NFPA 13, ALL APPLICABLE STATE AND LOCAL CODES AND THE AUTHORITY HAVING JURISDICTION TO DELIVER A PENALTY FREE SYSTEM.B. REFER TO DIVISION 21 FOR ALL AUTOMATIC WET PIPE SPRINKLER SYSTEM REQUIREMENTS.C. ALL SPRINKLER PIPING SYSTEM INSTALLATION SHALL BE COORDINATED WITH OTHER TRADES AS IT RELATES TO ACCESS AND SERVICEABILITY OF THAT TRADES EQUIPMENT (I.E.: MECHANICAL UNITS, LIGHTS...) ANY SPRINKLER SYSTEM PIPING DETERMINED BY THE ENGINEER TO BE IN CONFLICT WITH OTHER TRADES WILL BE RELOCATED WITH ALL COST TO BE BORNE BY THE FIRE PROTECTION CONTRACTOR.D. REFER TO ARCHITECTURAL BUILDING SECTIONS, WALL SECTIONS AND STRUCTURAL DRAWINGS FOR STRUCTURAL STEEL ELEVATIONS AND SPACE AVAILABLE ABOVE THE FINISHED CEILING. PROVIDE ALL APPROPRIATE SUPPORT AND BRACING TO THE BUILDING STRUCTURE AS REQUIRED FOR INSTALLATION OF PIPING WITHIN THE GIVEN CONDITIONS.E.PROVIDE SPRINKLER HEADS ABOVE AND BELOW ALL CLOUD CEILINGS.COORDINATE CLOUD CEILING LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING DRAWINGS.COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT B3/15/2021 12:09:59 PM\\data1\citrixprofiles$\jelkins\My Documents\2019_PLUM_220144.00_jelkinsHZQQL.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANAFIRST FLOOR FIRE PROTECTIONPLAN -NEW ADDITIONPFP.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: JE317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHSCALE: 1/8" = 1'-0"FIRST FLOOR FIRE PROTECTION PLAN - NEW ADDITIONROOM LEGEND − FIRST FLOOR UNIT AROOMNO.ROOM NAMEAREA(SF)A160 KITCHENETTE 74 SFA161 OFFICE 134 SFA162 MECHANICAL 575 SFA162A TELEPHONE AND ELECTRICAL 160 SFA163 ACCOUNTING 237 SFA164 ACCOUNTING 222 SFA165 CONFERENCE 184 SFA166 BUSINESS DIRECTOR 313 SFA167 SECRETARY 223 SFA168 CORRIDOR 60 SFA169 OPEN AREA 345 SFA170 PURCHASING 237 SFA171 ACCOUNTS PAYABLE 309 SFA172 OFFICE 169 SFA173 CONFERENCE 148 SFA174 OFFICE 189 SFA175 OFFICE 143 SFA176 CONFERENCE 172 SFA177 WORKROOM 297 SFA178 OFFICE 196 SFA179 DIRECTOR'S OFFICE 291 SFA180 OFFICE 219 SFA181 HUMAN RESOURCERECEPTION546 SFA182 STORAGE RedundantRoomA182A GENERAL STORAGE 2839 SFA182B GENERAL STORAGE 3922 SFA182C OFFICE 94 SFA182D WAREHOUSE EXPANSION 567 SFA182E RESTROOM 28 SFA182F FREEZER 978 SFA182G COOLER 602 SFA183 ADMIN. ASST. 145 SFA184 CORRIDOR 59 SFA185 SUPERVISOR OF LEARNING 119 SFA186 SUPERVISOR OF LEARNING 161 SFA187 SUPERVISOR OF LEARNING 115 SFA188 CONFERENCE 174 SFA189 ADMIN. ASST. 130 SFA190 INST. COACH & CONF. 132 SFA191 NETWORK ADMINISTRATOR 144 SFA192 DATA BASE ADMIN. 145 SFA193 COMPUTER TECH. 1 145 SFA194 TECH II HELP 145 SFA195 DIRECTOR OF TECHNOLOGY &DATA SOLUTIONS257 SFA196 COORD. TECH. SERVICES 148 SFA197 TRAINING & DEVELOPMENTSPECIALIST150 SFA198 WIRELESS NETWORKINFRASTRUCTURE SPECIALIST149 SFA199 COMPUTER TECH. 1 147 SFROOM LEGEND − FIRST FLOOR UNIT AROOMNO.ROOM NAMEAREA(SF)A100 ENTRY 100 SFA101 LOBBY 1220 SFA102 RECEPTION 118 SFA103 PUBLIC MEETING ROOM 1910 SFA104 CONFERENCE 420 SFA105 CONFERENCE 418 SFA106 WORKROOM 157 SFA107 KITCHENETTE 29 SFA108 RESTROOM 37 SFA109 HALL 78 SFA110 FILES 80 SFA111 OFFICE 184 SFA112 SECRETARY 268 SFA113 SUPERINTENDENT'S OFFICE 548 SFA113A CLOSET 28 SFA114 VESTIBULE 44 SFA115 CORRIDOR 654 SFA116 MENTAL HEALTHCOORDINATOR133 SFA117 CORRIDOR 612 SFA118 CONFERENCE 269 SFA119 DIRECTOR OF STUDENTSERVICES254 SFA119A ADMIN. ASST. 226 SFA120 DEI COORDINATOR 261 SFA120A OPEN OFFICE 156 SFA121 DIRECTOR OF SPECIALSERVICES261 SFA122 DIR. OF CURRICULUM-MATH,SCIENCE, MEDIA, LEADERSHIPDEV.262 SFA122A ADMIN. ASST. 185 SFA123 ASST. SUPER OF CIA 317 SFA123A ADMIN. ASST. FOR CIA 227 SFA123B OPEN OFFICE 102 SFA124 DIR. OF CRRICLM, INSTRCTN &ASSMNT, IT INT, LDFSHP DEV,TITLE 1 & ENLPRGMMNG278 SFA125 EARLY CHILDHOOD COORD. 116 SFA126 VESTIBULE 45 SFA127 CLOSET 13 SFA128 ASST. DIR. SP. SERVICES, SP.ED. MIDDLE SCHOOL244 SFA128A ADMIN. ASST. 118 SFA129 ASST. DIR. OF SP. SERVICES,ASD, COUNSELOR,ELEMENTARY241 SFA129A ADMIN. ASST. 132 SFA130 WORKROOM 280 SFA131 OPEN AREA 405 SFA131A ADMIN. ASST. 121 SFA132 STORAGE 290 SFA133 TRAINING ROOM 859 SFA133A STORAGE 28 SFA133B STORAGE 26 SFA134 ASST. DIR. OF SP.SERVICES/SP. ED. HIGHSCHOOL167 SFA135 SRO 165 SFA136 OFFICE 168 SFA137 SAN/SERVER/BACKUPSPECIALIST436 SFA138 INSTRUCTIONAL COACHES 320 SFA138A CORRIDOR 935 SFA138B ENTRY 57 SFA139 SERVER ROOM 304 SFA140 BENEFITS 264 SFA140A CLOSET 22 SFA141 BENEFITS 189 SFA142 MEN'S 196 SFA143 ALCOVE 124 SFA144 WOMEN'S 198 SFA145 MAIL ROOM 235 SFA146 CORRIDOR 107 SFA147 CUSTODIAN 103 SFA148 SUPPLIES 96 SFA149 STORAGE 335 SFA150 CORRIDOR 119 SFA151 OFFICE 120 SFA152 OFFICE 129 SFA153 OFFICE 232 SFA154 OFFICE 220 SFA155 CORRIDOR 778 SFA156 VESTIBULE 48 SFA157 MEN'S 33 SFA158 WOMEN'S 56 SFA159 LOUNGE 289 SFFIRE PROTECTION PLAN NOTES1 REMOVE SYSTEM DRAIN THRU WALL COMPLETE.REMOVE PIPING BACK TO BRANCH AND CAP.2 CONNECT NEW SYSTEM DRAIN DOWN VALVE TOEXISTING AT THIS POINT. TERMINATE THRU EXTERIORWALL TURNED DOWN WITH BUG SCREEN ANDSPLASHBLOCK.P R O FESS IONALENGINEERMARKZ.HOP FNo.PE 12000601STATE OFREGISTERED INDIANAREV.NO.DESCRIPTION DATE ACOMPRESSED AIRADAREA DRAINAFFABOVE FINISHED FLOORAVACID-VENTAWACID-WASTEBLDGBUILDINGBTBATH TUBCDCONSENSATE DRAINCOCLEANOUTCUSPCUSPIDORDFDRINKING FOUNTAINDIA/ØDIAMETERDWGDRAWINGEWCELECTRIC WATER COOLEREXEXISTINGFDFLOOR DRAINFHCFIRE HOSE CABINETFLRFLOORGGAS (NATURAL)GPMGALLONS PER MINUTEGCOGRADE CLEAN OUTINVINVERTLAVLAVATORYMFRMANUFACTURERMHMANHOLENICNOT IN CONTRACTNO/#NUMBERNTSNOT TO SCALEODOVERFLOW DRAINOSDOPEN SITE DRAINOFDOVER FLOW DRAINPIVPOST INDICATOR VALVEPRVPRESSURE REDUCING VALVEPSIPOUNDS PER SQUARE INCHPVCPOLYVINYL CHLORIDERCPREINFORCED CONCRETE PIPERDROOF DRAINREQ'DREQUIREDRMROOMRPBPREDUCED PRESSURE BACKFLOW PREVENTERSANSANITARYSHSHOWERSHTSHEETSKSINKSTMSTORMURURINALVVENTVAVALVEVTRVENT THRU ROOFW/WITHWCWATER CLOSETWHWALL HYDRANTW/OWITHOUTNOTE:ALL SYMBOLS MAY NOT BE USED ON THIS PROJECTCOLD WATER SUPPLYSOFT COLD WATERHOT WATER SUPPLYHOT WATER RETURNVENT PIPINGSANITARY PIPING -ABOVE FLOORSANITARY PIPING -BELOW FLOORSANITARY PIPING -PUMPED DISCHARGESTORM PIPING -ABOVE FLOORSTORM PIPING -BELOW FLOORFIRE PROTECTION PIPINGACID WASTE PIPING -ABOVE FLOORACID WASTE PIPING -BELOW FLOORACID VENT PIPINGNATURAL GASSCWGBALANCING VALVEVALVECHECK VALVEBALANCING STATION (SEE DETAIL XX.X)RISE UP (ELBOW)RISE OR DROPBRANCH-BOTTOM CONNECTIONBRANCH-TOP CONNECTIONINDICATES ELEVATION CHANGEOF PIPING SYSTEMSOLENOID VALVEBACKFLOW PREVENTERPRESSURE REDUCING DOUBLE CHECK VALVEUNIONSTRAINERWALL HYDRANTHOSE BIBBFLOOR CLEAN OUTREDUCERFLOW ARROWGAS COCKGAS REGULATORWATER METERCONNECT TO EXISTINGROOF DRAINEXPANSION JOINTCLEANOUTFLOOR DRAINSHOWER HEADCODED NOTETYPICAL SANITARY AND STORMDROP IN 45 DEGREE CONNNECTIONAVAWAWFSTSTWHHBG1WCOCOSPD1.COORDINATE ALL COLUMN PAD ELEVATIONS, INTERIOR AND EXTERIOR FOUNDATION FOOTINGS WHICH REQUIRE PIPE SLEEVES OR LOWERING TO ACCOMMODATE PLUMBING PIPE RISERS AND FOUNDATION WALL SLEEVES PRIOR TO START OF WORK.2.THE PLUMBING CONTRACTOR SHALL OBTAIN A COPY OF DIVISION 2 SITE CIVIL DRAWINGS TO VERIFY EXACT LOCATION OF PLUMBING SERVICES EXITING THE BUILDING TO DETERMINE EXACT POINT OF INTERCONNECTION WITH EXTERIOR SERVICES PRIOR TO START OF WORK. ANY CONFLICT ASSOCIATED WITH LACK OF COORDINATION WILL BE CORRECTED BY THE CONTRACTORS AT NO COST TO THE OWNER.3.COORDINATE ALL PIPE ROUTES WITH ELECTRICAL EQUIPMENT, PANELS, SWITCH GEAR.... FOR COMPLIANCE WITH NFPA STANDARDS, ALL APPLICABLE STATE AND LOCAL CODES AND THE AUTHORITY HAVING JURISDICTION4.SUPPORT PIPING FROM OPEN WEB STEEL JOISTS FROM HANGERS CONNECTED TO EITHER TOP OR BOTTOM CHORDS WITHIN 3 INCHES OF CENTER OF CHORD PANEL POINTS. (INTERSECTION OF DIAGONAL OR VERTICAL CHORD WITH TOP OR BOTTOM CHORD).5.INSTALLATION OF PLUMBING EQUIPMENT, VALVES, ETC SHALL BE ACCESSIBLE FOR OPERATION AND MAINTENANCE WITHIN NORMAL BUILDING MAINTENANCE PROCEDURES.GENERAL PLUMBING NOTESCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT B3/10/2021 11:25:45 AM\\data1\citrixprofiles$\jelkins\My Documents\2019_PLUM_220144.00_jelkinsHZQQL.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANASYMBOLS & ABBREVIATIONSP1.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: JE317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204P R O FESS IONALENGINEERMARKZ.HOP FNo.PE 12000601STATE OFREGISTERED INDIANAREV.NO.DESCRIPTION DATE XFX22X21X20X18X16X17X19XQXMXJXGX15AB19.9A190A191 A192 A193 A194 A195A183A199A198A197A196A138A137A182DA188A135A134A128AA129AA189A129A128A131AA130A133A139A182BA182A182EA138AA138AA126A131A187A125A131A12734345CO4"6"STCOEXIST3/4"678XFX21X20X18X16X17X19XQXMXJXGAB19.520.221.121.221.521.920.1CX22XFX22X21X20X18X16X17X19XMXJXGX15AB19.91CO6"PIPE SLEEVEINV. ELEV. = -2'-10" B.F.F.2F.F.E. = 0'-0"3043 S.F.6"6"STXFX21X20X18X16X17X19XMXJXGAB19.520.221.121.221.521.920.1CX22COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT B3/15/2021 12:09:57 PM\\data1\citrixprofiles$\jelkins\My Documents\2019_PLUM_220144.00_jelkinsHZQQL.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5201 EAST MAIN STREETCARMEL, INDIANAPLUMBING PLANS -NEW ADDITIONP2.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: JE317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204ROOM LEGEND − FIRST FLOOR UNIT AROOMNO.ROOM NAMEAREA(SF)A160 KITCHENETTE 74 SFA161 OFFICE 134 SFA162 MECHANICAL 575 SFA162A TELEPHONE AND ELECTRICAL 160 SFA163 ACCOUNTING 237 SFA164 ACCOUNTING 222 SFA165 CONFERENCE 184 SFA166 BUSINESS DIRECTOR 313 SFA167 SECRETARY 223 SFA168 CORRIDOR 60 SFA169 OPEN AREA 345 SFA170 PURCHASING 237 SFA171 ACCOUNTS PAYABLE 309 SFA172 OFFICE 169 SFA173 CONFERENCE 148 SFA174 OFFICE 189 SFA175 OFFICE 143 SFA176 CONFERENCE 172 SFA177 WORKROOM 297 SFA178 OFFICE 196 SFA179 DIRECTOR'S OFFICE 291 SFA180 OFFICE 219 SFA181 HUMAN RESOURCERECEPTION546 SFA182 STORAGE RedundantRoomA182A GENERAL STORAGE 2839 SFA182B GENERAL STORAGE 3922 SFA182C OFFICE 94 SFA182D WAREHOUSE EXPANSION 567 SFA182E RESTROOM 28 SFA182F FREEZER 978 SFA182G COOLER 602 SFA183 ADMIN. ASST. 145 SFA184 CORRIDOR 59 SFA185 SUPERVISOR OF LEARNING 119 SFA186 SUPERVISOR OF LEARNING 161 SFA187 SUPERVISOR OF LEARNING 115 SFA188 CONFERENCE 174 SFA189 ADMIN. ASST. 130 SFA190 INST. COACH & CONF. 132 SFA191 NETWORK ADMINISTRATOR 144 SFA192 DATA BASE ADMIN. 145 SFA193 COMPUTER TECH. 1 145 SFA194 TECH II HELP 145 SFA195 DIRECTOR OF TECHNOLOGY &DATA SOLUTIONS257 SFA196 COORD. TECH. SERVICES 148 SFA197 TRAINING & DEVELOPMENTSPECIALIST150 SFA198 WIRELESS NETWORKINFRASTRUCTURE SPECIALIST149 SFA199 COMPUTER TECH. 1 147 SFROOM LEGEND − FIRST FLOOR UNIT AROOMNO.ROOM NAMEAREA(SF)A100 ENTRY 100 SFA101 LOBBY 1220 SFA102 RECEPTION 118 SFA103 PUBLIC MEETING ROOM 1910 SFA104 CONFERENCE 420 SFA105 CONFERENCE 418 SFA106 WORKROOM 157 SFA107 KITCHENETTE 29 SFA108 RESTROOM 37 SFA109 HALL 78 SFA110 FILES 80 SFA111 OFFICE 184 SFA112 SECRETARY 268 SFA113 SUPERINTENDENT'S OFFICE 548 SFA113A CLOSET 28 SFA114 VESTIBULE 44 SFA115 CORRIDOR 654 SFA116 MENTAL HEALTHCOORDINATOR133 SFA117 CORRIDOR 612 SFA118 CONFERENCE 269 SFA119 DIRECTOR OF STUDENTSERVICES254 SFA119A ADMIN. ASST. 226 SFA120 DEI COORDINATOR 261 SFA120A OPEN OFFICE 156 SFA121 DIRECTOR OF SPECIALSERVICES261 SFA122 DIR. OF CURRICULUM-MATH,SCIENCE, MEDIA, LEADERSHIPDEV.262 SFA122A ADMIN. ASST. 185 SFA123 ASST. SUPER OF CIA 317 SFA123A ADMIN. ASST. FOR CIA 227 SFA123B OPEN OFFICE 102 SFA124 DIR. OF CRRICLM, INSTRCTN &ASSMNT, IT INT, LDFSHP DEV,TITLE 1 & ENLPRGMMNG278 SFA125 EARLY CHILDHOOD COORD. 116 SFA126 VESTIBULE 45 SFA127 CLOSET 13 SFA128 ASST. DIR. SP. SERVICES, SP.ED. MIDDLE SCHOOL244 SFA128A ADMIN. ASST. 118 SFA129 ASST. DIR. OF SP. SERVICES,ASD, COUNSELOR,ELEMENTARY241 SFA129A ADMIN. ASST. 132 SFA130 WORKROOM 280 SFA131 OPEN AREA 405 SFA131A ADMIN. ASST. 121 SFA132 STORAGE 290 SFA133 TRAINING ROOM 859 SFA133A STORAGE 28 SFA133B STORAGE 26 SFA134 ASST. DIR. OF SP.SERVICES/SP. ED. HIGHSCHOOL167 SFA135 SRO 165 SFA136 OFFICE 168 SFA137 SAN/SERVER/BACKUPSPECIALIST436 SFA138 INSTRUCTIONAL COACHES 320 SFA138A CORRIDOR 935 SFA138B ENTRY 57 SFA139 SERVER ROOM 304 SFA140 BENEFITS 264 SFA140A CLOSET 22 SFA141 BENEFITS 189 SFA142 MEN'S 196 SFA143 ALCOVE 124 SFA144 WOMEN'S 198 SFA145 MAIL ROOM 235 SFA146 CORRIDOR 107 SFA147 CUSTODIAN 103 SFA148 SUPPLIES 96 SFA149 STORAGE 335 SFA150 CORRIDOR 119 SFA151 OFFICE 120 SFA152 OFFICE 129 SFA153 OFFICE 232 SFA154 OFFICE 220 SFA155 CORRIDOR 778 SFA156 VESTIBULE 48 SFA157 MEN'S 33 SFA158 WOMEN'S 56 SFA159 LOUNGE 289 SFPLANNORTHSCALE: 1/8" = 1'-0"FIRST FLOOR PLUMBING PLAN - NEW ADDITIONSCALE: 1/8" = 1'-0"FOUNDATION PLUMBING PLAN - NEW ADDITIONPLUMBING PLAN NOTES1 6" STORM FROM ABOVE.2 REFER TO SITE/CIVIL DRAWINGS FOR CONTINUATION.3 4" STORM FROM ROOF DRAIN ABOVE.4 4" STORM FROM ROOF DRAIN ABOVE.5 6" STORM DOWN TO BELOW SLAB. PROVIDE CLEANOUT ATBASE OF RISER.6 REMOVE WALL HYDRANT COMPLETE. CLEAN AND STORE FORRELOCATION.7 REMOVE COLD WATER PIPING TO THIS POINT. CONNECT NEW3/4" COLD WATER AND DROP DOWN THRU SHUTOFF VALVE TORELOCATED WALL HYDRANT.8 RELOCATED WALL HYDRANT. MOUNT AT ORIGINAL HEIGHT. P R O FESS IONALENGINEERMARKZ.HOP FNo.PE 12000601STATE OFREGISTERED INDIANAREV.NO.DESCRIPTION DATE REF.DWTTTTTTTTTTMECHANICAL DEMOLITION PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.XMECHANICAL DEMOLITION PLAN GENERAL NOTESA. THE DIVISION 23 CONTRACTOR SHALL VISIT THE PROJECT AND DETERMINE THE EXACT EXTENT OF THE DEMOLITION WORK REQUIRED BEFORE BIDDING THE PROJECT.B. WHERE BUILDING SURFACES ARE DAMAGED BY THE REMOVAL OF OLD WORK, SAME SHALL BE PATCHED TO MATCH THE ADJACENT SURFACES BY THIS CONTRACTOR.C. EXISTING OPENINGS WHICH ARE TO BE REUSED SHALL NOT BE REMOVED AND SHALL BE MODIFIED OR ENLARGED AS NEED BE TO SUIT THE NEW SYSTEMS. PROVIDE ALL REQUIRED CUTTING AND PATCHING TO MATCH ADJACENT SURFACES.D. IF ASBESTOS IS PRESENT CONTACT THE CONSTRUCTION MANAGER, IT WILL BE REMOVED OR RENDERED HARMLESS UNDER SEPERATE CONTRACT BY THE OWNER.E. THE OWNER SHALL HAVE THE RIGHT TO CLAIM ANY MATERIALS THAT ARE BEING DEMOLISHED PRIOR TO THE CONTRACTOR DISPOSING OF THEM OFF SITE. CONTRACTOR IS REQUIRED TO VERIFY THAT THE OWNER DOES NOT WANT TO CLAIM AN ITEM BEFORE DISPOSING THEM OFF SITE.F. ALL FLOOR, WALL AND ROOF CUTTING WORK TO BE DONE BY DIVISION 23-HVAC CONTRACTOR UNLESS OTHERWISE NOTED. PATCH ALL FLOOR, WALL AND ROOF OPENINGS THAT ARE NOT REUSED TO MATCH ADJACENT CONSTRUCTION.G. DIVISION 23 CONTRACTOR IS RESPONSIBLE TO REMOVE EXISTING CEILINGS TO DO WORK ABOVE THE CEILINGS AND REINSTALL THOSE CEILINGS AFTER COMPLETION OF WORK. IF ANY CEILING PADS OR GRIDS ARE DAMAGED, THIS CONTRACTOR SHALL REPLACE WITH NEW.D6D6D6D2D3D6D6D3D1D1D3D2D2D4D6D4D7D8D9D2D2D2D2D2D2D11D2D2D2D10COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/15/2021 2:54:16 PM\\data1\citrixprofiles$\pmedley\My Documents\2019_MECH_220144.00_pmedley37KGL.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5055 EAST 131ST STREETCARMEL, INDIANAFIRST FLOOR DEMOLITIONMD.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: MZH317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHD1 EXISTING DUCTWORK, DIFFUSERS, PIPING ANDACCESSORIES TO BE REMOVED AND DISPOSEDOF OFF SITE. THE EXISTING DUCTWORK SHALLBE REMOVED BACK TO THE MAIN AND CAPPED.EXISTING PIPING SHALL BE REMOVED BACK TOTHE MAIN AND CAPPED.D2 EXISTING DIFFUSER/GRILLE SHALL BEREMOVED AND DISPOSED OF OFF SITE.D3 EXISTING THERMOSTAT TO BE REMOVED ANDDISPOSED OF OFF SITE.D4 EXISTING DUCTWORK SHALL REMAIN.D6 EXISTING DUCTWORK, DIFFUSERS, PIPING ANDACCESSORIES TO REMAIN.D7 EXISTING AIR HANDLING UNIT TO REMAIN.D8 EXISTING AIR COOLED CONDENSING UNIT TOREMAIN.D9 EXISTING CONDENSATE PIPING TO BEREMOVED AND DISPOSED OF OFF SITE. PATCHEXISTING EXTERIOR WALL PENTRATION TOMATCH ADJACENT CONSTRUCTION. REFER TONEW WORK PLAN.D10 RELOCATE EXISTING VAV BOX SO IT IS NOTLOCATED ON TOP OF THE RATED WALL.RECONNECT TO EXISTING DUCTWORK ANDSEAL WALL PENETRATION THROUGH THERATED WALL PER THE SPECIFICATIONS.REWORK EXISTING PIPING AS REQUIRED.D11 EXISTING THERMOSTAT TO BE REMOVED ANDRELOCATED. REFER TO NEW WORK PLAN.SCALE: 1/8" = 1'-0"FIRST FLOOR MECHANICAL DEMOLITION PLANP R O FESS IONALENGINEERMARKZ.HOP FNo.PE 12000601STATE OFREGISTERED INDIANAREV.NO.DESCRIPTION DATE 124/48EXP24EXPEXP#B-A10124x24*10'8"*400*35°*#NUMSHEETNUMSHEET"OR""OR""OR""OR""OR""OR"BDDBDDFDFD-2BSDSDF/SDF/SDMMODTHCPP-+WxHW + 2W + 2W + 21" DUCT LINERCONICAL TAPBEVELEDTAPBELLMOUTHTAPAIR FLOWPLAIN TAPPLAIN TAPBEVELEDTAP24"Ø R (RADIUS)24x24R (RADIUS)HHSHHRCHWSCHWRNPCBWSCBWRHPSHPRMPSLPSSCRCSCRRLRSRGILSILRPCGCAVHEATING HOT WATER SUPPLYHEATING HOT WATER RETURNCHILLED WATER SUPPLYCHILLED WATER RETURNNON-POTABLE WATERCHILLED BEAM WATER SUPPLYCHILLED BEAM WATER RETURNHEAT PUMP LOOP SUPPLYHEAT PUMP LOOP RETURNMEDIUM PRESSURE STEAM SUPPLYLOW PRESSURE STEAM SUPPLYSTEAM CONDENSATEIN-FLOOR RADIANT PIPINGPIPE WITH HEAT TRACINGCONDENSER WATER SUPPLYCONDENSER WATER RETURNREFRIGERANT LIQUIDREFRIGERANT SUCTIONREFRIGERANT HOT GASICE LOOP WATER SUPPLYICE LOOP WATER RETURNPUMPED CONDENSATEGRAVITY CONDENSATE DRAINATMOSPHERIC VENTPIPE ELBOW DOWNPIPE ELBOW UPPIPE TEE BELOW WITH BRANCH ELBOW AT DOWNPIPE TEE ABOVE BRANCH PIPE BELOWINDICATES DIRECTION OF DOWNWARD PITCHPIPE EXPANSION U-LOOP (DIMENSIONS SHOWN AS 24"x48")PIPE EXPANSION Z-LOOP (Z DIMENSION SHOWN AS 24")PIPE EXPANSION L-LOOP (DIMENSIONS NOT SHOWN)PIPE ANCHORPIPE ALIGNMENT GUIDEPIPE EXPANSION/COMPRESSION JOINTSTRAINERSTRAINER, BLOW-OFF VALVESUCTION DIFFUSER, WITH STRAINER AND DRAINSUCTION DIFFUSER, WITH DRAIN AND NO STRAINERUNIONVALVE (REFER TO SECTION 230532 FOR APPROPRIATE TYPE)CHECK VALVE-ARROW SHOWS DIRECTION OF FLOWSPRING LOADED CHECK VALVE-ARROW SHOWS DIRECTION OF FLOWMANUAL BALANCING VALVEMULTIPURPOSE VALVE (TRIPLE DUTY VALVE)AUTOMATIC FLOW CONTROL BALANCING VALVEPNEUMATIC-OPERATED VALVESOLENOID-OPERATED VALVEMOTOR OPERATED 2-WAY CONTROL VALVEMOTOR OPERATED 3-WAY CONTROL VALVEMANUAL AIR RELIEF VENT-PIPE TO NEAREST DRAINAUTOMATIC AIR RELIEF VENT-PIPE TO NEAREST DRAINFLEXIBLE CONNECTION, RUBBERFLEXIBLE CONNECTION, BRAIDEDA.S.M.E. PRESSURE RELIEF VALVE-PRESSURE RATING INDICATED IN PSIFLOW SWITCHTHERMOMETER, MOUNTED IN THERMOWELLPRESSURE GAUGE, WITH SHUTOFF VALVEPRESSURE SENSOR, WITH SHUTOFF VALVETEMPERATURE SENSOR, MOUNTED IN THERMOWELLDIFFERENTIAL PRESSURE TRANSMITTERCODED NOTEEQUIPMENT SCHEDULE TAGEQUIPMENT NOTECONNECT NEW TO EXISTING, FIELD VERIFY EXISTING CONDITIONSDETAIL REFERENCE BUBBLESECTION REFERENCE BUBBLE# -AIR DEVICE TAG (REFER TO DEVICE SCHEDULE)* -DESIGNATIONSDEVICE DESIGNATIONS SHALL BE USED FOR CLARIFICATION PURPOSE IN ANYCONFIGURATION AND MAY NOT BE USEDON EVERY DEVICE.-A TWO DIMENSIONAL NOTE SEPARATED BY A "x" INDICATES THE AIR DEVICE SIZE IN INCHES, 24x24-A SINGLE DIMENSION NOTE INDICATED BOD ELEVATION, 10'8"-A UNITLESS NUMBER NOTE INDICATES AIR FLOW IN CFM, 400-A DEGREE SYMBOL INDICATES VANE DEFLECTION, 35°* -SENSOR DESIGNATIONC -CARBON DIOXIDE SENSORH -HUMIDITY SENSORP -STATIC PRESSURE SENSORS -TEMPERATURE SENSORT -TEMPERATURE THERMOSTAT** -OTHER INDICATIONE -ELECTRICG -INSTALL PROTECTIVE WALL GUARDR -REVERSE ACTINGPRESSURE/TEMPERATURE PORT, (P/T PORT)WATER PRESSURE REDUCING/REGULATING VALVE (PLAN VIEW)WATER PRESSURE RELIEF VALVE (PLAN VIEW)GAS SHUTOFF COCKLUBRICATED PLUG VALVESTEAM PRESSURE REDUCING VALVEGAS PRESSURE REDUCING/REGULATING VALVEDOUBLE CHECK VALVE, BACKFLOW ASSEMBLYDOUBLE CHECK VALVE, PRESSURE REDUCING BACKFLOW ASSEMBLYATMOSPHERIC VACUUM BREAKERPRESSURE VACUUM BREAKERSTEAM TRAPBLIND FLANGEMETAL DUCTREFER TO PROJECT SPECIFICATIONS FOR DUCT INSTALLATION REQUIREMENTS. DIMENSIONS SHOWN INDICATED FREE AREA, INSIDE DUCT MEASUREMENTS. DUCT SIZE INDICATED ININCHES WITH SHOWN DIMENSION INDICATED FIRST.ACCOUSTICALLY LINED DUCTREFER TO PROJECT SPECIFICATIONS FOR DUCT INSTALLATION REQUIREMENTS. DIMENSIONS SHOWN INDICATED FREE AREA, INSIDE DUCT MEASUREMENTS.DUCT MOUNTED AIR VOLUME BALANCING DAMPERREFER TO PROJECT SPECIFICATIONS FOR CONSTRUCTION ANDINSTALLATION DETAILS. AS SYMBOLIZED WITH OR WITHOUTNOTATION.DUCT MOUNTED COUNTER WEIGHTED BACK DRAFT DAMPERREFER TO PROJECT SPECIFICATIONS FOR CONSTRUCTION ANDINSTALLATION DETAILS.FIRE DAMPERFD INDICATES FIRE DAMPER; ADDITIONAL DESIGNATIONS MAY ALSO BE USED, SUCH AS A NUMBER TO INDICATE THERATING OF THE FIRE DAMPER, FOR 2 OR 3 HOUR DAMPERS,AND/OR THE LETTER INDICATING THE TYPE OR STYLE OF AFIRE DAMPER, OF TYPES A, B, OR C.WALL MOUNTED SMOKE DAMPERREFER TO PROJECT SPECIFICATIONS FOR CONSTRUCTION ANDINSTALLATION DETAILS.WALL MOUNTED COMBINATION FIRE/SMOKE DAMPERREFER TO PROJECT SPECIFICATIONS FOR CONSTRUCTION ANDINSTALLATION DETAILS.MOTOR OPERATED DAMPERREFER TO SPECIFICATION SECTION 230900 FOR INSTALLATIONREQUIREMENTS. DAMPERS TO BE SIZED TO INSIDE DUCTDIMENSIONS. DAMPER SHALL BE OPPOSED BLADE UNLESSOTHERWISE NOTED.DUCT OR EQUIPMENT MOUNTED TEMPERATURE SENSORDUCT OR EQUIPMENT MOUNTED HUMIDITY SENSORDUCT OR EQUIPMENT MOUNTED CARBON DIOXIDE SENSORDUCT OR EQUIPMENT MOUNTED DIFFERNTIAL PRESSURESENSOR AS COMPARED WITH ATMOSPHERIC CONDITIONSDUCT OR EQUIPMENT MOUNTED LOW TEMPERATURE SENSORDUCT OR EQUIPMENT MOUNTED HIGH TEMPERATURE SENSORDUCT OR EQUIPMENT MOUNTED DIFFERNTIAL PRESSURESENSOR MONITORING INTERNAL SYSTEM LOSS1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE WORK WITH OTHER TRADES DURING CONSTRUCTION. REFER TO DIVISION 9 SPECIFICATIONS FOR LISTED CONSTRUCTION FINISHES OF EXPOSED EQUIPMENT, DUCT, PIPE, ETC. UNLISTED ITEMS SHALL BE SUBMITTED TO THE PROJECT ARCHITECT FOR CLARIFICATION. ANY DUCT, PIPE, EQUIPMENT, OR ETC. INSTALLED IN A FINISHED EXPOSED SPACE SHALL BE ASSUMED TO BE PAINTED AND SHALL THEREFORE BE THOROUGHLY CLEANED AND PREPARED UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL COORDINATE AIR DEVICE LOCATIONS WITH REFLECTED CEILING, INTERIOR AND EXTERIOR ELEVATION PLANS. 3. CONTRACTOR SHALL REFER TO EQUIPMENT SCHEDULE SHEETS FOR TAGGED EQUIPMENT PERFORMANCE REQUIREMENTS AND CONSTRUCTION DOCUMENTS FOR MINIMUM INSTALLATION REQUIREMENTS. 4. CONTRACTOR IS RESPONSIBLE TO INSTALL DUCT AND PIPE TRANSITIONS FOR THE SELECTED EQUIPMENT AS NECESSARY FOR CONNECTION OF THE INDICATED DUCT AND PIPE SIZES. 5. UNLESS OTHERWISE INDICATED, ALL ABOVE CEILING SPACE(S) SHALL BE CONSIDERED PART OF THE RETURN AIR PLENUM. THEREFORE ALL PIPE, DUCT, CONTROL DEVICES, WIRING, AND EQUIPMENT SHALL BE RATED AND ACCEPTABLE FOR INSTALLATION IN A PLENUM SPACE.6. WHENEVER POSSIBLE, DUCT, PIPING, CONTROL DEVICES, AND EQUIPMENT SHALL BE INSTALLED A MINIMUM OF 8" ABOVE THE FINISHED CEILING ELEVATION TO AVOID INSTALLATION CONFLICTS WITH CEILING MOUNTED DEVICES AND UNLESS OTHERWISE NOTED, THE BOTTOM OF HVAC EQUIPMENT SHALL BE A MAXIMUM OF 24" ABOVE CEILING ELEVATIONS AND UNOBSTRUCTED BY DUCT, PIPING, EQUIPMENT AND ETC. FOR SERVICE AND MAINTENANCE PURPOSES.7. INSTALL METAL SLEEVES THROUGH WALL PENETRATION CONSISTING OF UNIFORM CONSTRUCTION MATERIALS. INSTALL FIRE CAULKING AS NECESSARY, REFER TO THE ARCHITECTURAL SHEETS FOR DESIGNATION OF FIRE AND SMOKE RATED WALL ASSEMBLIES. REFER TO DIVISION 07 SPECIFICATIONS FOR FIRE STOPPING MATERIAL DETAILS.8. WHEN UTILIZING STRUCTURAL STEEL FOR SUPPORT OF DUCT, PIPE AND EQUIPMENT HANGERS, ATTACHMENT TO THE STRUCTURAL STEEL SHALL OCCUR AT THE TOP OR BOTTOM FLANGE OF THE STRUCTURAL ELEMENT.9. SYMBOLS AND ABBREVIATIONS ON THIS SHEET MAY NOT ALL BE USED WITHIN THIS SET OF PROJECT DOCUMENTS.10. A 48" LONG SECTION (MIN.) OF SUPPLY AIR DUCTWORK DOWNSTREAM OF VVR TERMINAL UNIT SHALL BE INTERNALLY LINED WITH DUCT LINER PER THE PROJECT MANUAL. SOME DUCTWORK SHOWN ON TE PLANS ARE TO BE INTERNALLY LINED THE ENTIRE LENGTH.11. THE CONNECTION OF THE SUPPLY AIR BRANCH DUCTS TO THE MAIN SUPPLY AIR DUCT DOWNSTREAM OF THE VVR TERMINAL TO BE INSTALLED WITH A CONICAL LOW LOSS DUCT TEE AND VOLUME DAMPER.12. ALL EXPOSED DUCTWORK NOTED TO BE A FIELD PAINTED SHALL BE PROPERLY TREATED WITH A COMPATIBLE GALVANIZED STEEL PRIMER AND CLEANED IN ORDER FOR THE PAINT TO BE APPLIED.13. AIR TRANSFER WALL OPENINGS SHALL BE LOCATED SO THAT THERE IS A MINIMUM 8" CMU ON EITHER SIDE OF THE WALL OPENING AND 16" FROM ANY BEAM SUPPORTED ON THE WALL.GENERAL NOTESSTANDARD RECTANGULAR ELBOW; RADIUS (R) = DUCT DIAMETERREFER TO PROJECT SPECIFICATIONS FOR CONSTRUCTION DETAILS.STANDARD SPIRAL ELBOW; RADIUS (R) = 1.5 x DUCT DIAMETERREFER TO PROJECT SPECIFICATIONS FOR CONSTRUCTION DETAILS.SPIRAL MITERED ELBOW; RADIUS (R) = 0"ALL MITERED ELBOWS ARE TO CONTAIN TURNING VANES UNLESSOTHERWISE NOTED. REFER TO PROJECT SPECIFCATIONS FORCONSTRUCTION DETAILS.MAIN TO BRANCH TAKEOFFSFOR DUCT INSTALLATIONS SERVING MULTIPLE AIR DEVICES, INSTALLBALANCING DAMPERS AFTER THE BRANCH TAKEOFFS SERVING SINGLEAIR DEVICES. SEVERAL TYPES OF TAKEOFFS ARE AVAILABLE, SELECTTHE TAKEOFF AS INDICATED ON THE PLAN DRAWINGS.*TAPS MAY BE UTILIZED WITH VARIOUS TAKEOFF ANGLES OTHER THAN 90 DEGREES FROM THE MAIN. REFER TO PLANS FOR INDICATION.ACOUSTICAL ELBOW (AE): FOR AIR TRANSFER PURPOSESACOUSTICAL BOOTS NOT ATTACHED TO EQUIPMENT, AIR DEVICES, OR OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS SHALL BEINSTALLED AS HIGH AS POSSIBLE TO MINIMIZED NOISE TRANSFERREDBETWEEN SPACES. IN MOST CASES, ACOUSTICAL ELBOWS WILL NOTBE TAGGED OR LABELED AS AN ACOUSTICAL ELBOW (AE), BUT THEIRINTENDED USE SHALL INFER THE APPROPRIATE CONSTRUCTIONDIMENSION.SPIRAL DUCT ELEVATION TRANSITION. APPROPRIATE ANGULARDIMENSIONS TO BE COORDINATED BY THE CONTRACTOR.SPIRAL DUCT ELBOW UP/DOWNOVAL TO SPIRAL DUCT DIMENSION DESCRIPTIONOVAL TO SPIRAL DUCT TRANSITION SHOWN. ALL SIZES SHOWN ININCHES, UNLESS OTHERWISE NOTED.24/16 = FLAT OVAL DUCT 24" WIDE WITH 16" DIAMETER SIDESRECTANGULAR TO SPIRAL DUCT TRANSITIONREFER TO PROJECT SPECIFICATIONS FOR CONSTRUCTION DETAILS.RECTANGULAR DUCT SINGLE SIDE TRANSITIONMINIMUM SLOPE = 15°MAXIMUM SLOPE = 45°REFER TO PROJECT SPECIFICATIONS FOR CONSTRUCTION DETAILS.RECTANGULAR DUCT MULTI SIDE TRANSITIONMINIMUM SLOPE = 15°MAXIMUM SLOPE = 45°SIDE WITH MAXIMUM SLOPE DETERMINES FITTING LENGTH.REFER TO PROJECT SPECIFICATIONS FOR CONSTRUCTION DETAILS.RECTANGULAR DUCT TOP OR BOTTOM TRANSITIONRECTANGULAR DUCT ELEVATION TRANSITION. APPROPRIATEANGULAR DIMENSIONS TO BE COORDINATED BY THE CONTRACTOR90° RECTANGULAR DUCT ELEVATION TRANSITIONRECTANGULAR MITERED ELBOW; RADIUS (R) = 0"ALL MITERED ELBOWS ARE TO CONTAIN TURNING VANESUNLESS OTHERWISE NOTED. REFER TO PROJECTSPECIFICATIONS FOR CONSTRUCTION DETAILS.RECTANGULAR DUCT RETURN/EXHAUST AIR ELBOW UP/DOWNRECTANGULAR DUCT SUPPLY AIR ELBOW UP/DOWNA/CAIR CONDITIONING ACAIR CURTAIN ACUAIR CONDITIONING UNIT ADDUCT/PLENUM ACCESS DOOR AEACOUSTICAL ELBOW (REFER TO DETAIL THIS SHEET) AFFABOVE FINISHED FLOOR AFMSAIR FLOW MONITOR/MEASURING STATION AFPAIR FLOW MEASUREMENT PROBE AFTAIR FLOW TRANSDUCER/TEMPERATURE MONITOR AHUAIR HANDLING UNIT (W/ INTEGRAL DEVICES FOR COOLING, HEATING, CLEANING AND/OR FILTRATION OF THE CIRCULATED AIR). TERM MAY BE USED INTERCHANGEABLY WITH ADU'S AND ARU'S. ADUAIR HANDLING UNIT, W/ INTEGRAL DEVICES FOR INCREASED DEHUMIDIFICATION ARUAIR HANDLING UNIT, W/ INTEGRAL DEVICES FOR ENERGY RECOVERY ALALUMINUM ALTALTERNATE, ALTERNATIVE AMBAMBIENT APACCESS PANEL APDAIR PRESSURE DROP (IN INCHES OF WATER COLUMN) ASAIR SEPARATOR ARACID RESISTANT ARVAIR RELIEF VALVE, MANUAL AIR VENT ATAIR TRANSFER ATDAIR TEMPERATURE DROP (IN °F, UNLESS OTHERWISE NOTED) ATRAIR TEMPERATURE RISE (IN °F, UNLESS OTHERWISE NOTED) ATVAIR TURNING VANES AUTOAUTOMATIC AVEAIR VOLUME EXTRACTOR BCPBOILER CIRCULATION PUMP BDBAROMETRIC DAMPER OR BAROMETRIC, COUNTER BALANCED GRAVITY OPERATED DAMPER BDDBACKDRAFT DAMPER BHPBREAK HORSPOWER.(IN HORSEPOWER) BLDGBUILDING BLRBOILER BMSBUILDING MANAGEMENT SYSTEM BODBOTTOM OF DUCT/DEVICE (IN UNITS NOTED) BPBAROMETRIC PRESSURE (IN INCHES OF MERCURY, UNLESS OTHERWISE NOTED) BTUBRITISH THERMAL UNITS BTUHBRITISH THERMAL UNITS PER HOUR CAUCOMBUSTION AIR UNIT CBACHILLED BEAM, ACTIVE CBDCHILLED BEAM, ACTIVE DISPLACEMENT AIR UNIT CBPCHILLED BEAM, PASSIVE CCCOOLING COIL CCPCOIL CIRCULATION PUMP CDCONTROL DAMPER CFCARTRIDGE FILTER CFHCUBIC FEET PER HOUR (GAS UNIT OF MEASURE) CFMAIR/GAS FLOW RATE (IN CUBIC FEET PER MINUTE) CSFCHEMICAL SHOT FEEDER CHLRCHILLER CHPCHILLED WATER PUMP CHRCHILLED WATER RETURN CHSCHILLED WATER SUPPLY CLCENTER LINE CLGCEILING COMPCOMPRESSOR COCLEAN OUT COLCOLUMN CONDCONDENSER CPCONDENSATE PUMP CRUCOMPUTER ROOM UNIT CSRCURRENT SENSING RELAY CTCOOLING TOWER CUCONDENSING UNIT CUHCABINET UNIT HEATER CVCONVECTOR CWPCONDENSER WATER PUMP CWRCONDENSER WATER RETURN CWSCONDENSER WATER SUPPLY DBDRY BULB TEMPERATURE (IN °F, UNLESS OTHERWISE NOTED) DCDUST COLLECTOR DCWDOMESTIC COLD WATER DELTA T / ΔTTEMPERATURE DIFFERENCE DHWDOMESTIC HOT WATER DIA / ØDIAMETER (IN INCHES, UNLESS OTHERWISE NOTED) DOASDEDICATED OUTDOOR AIR SYSTEM DPDIFFERENTIAL PRESSURE (IN FEET OF HEAD, UNLESS OTHERWISE NOTED) DPSDIFFERENTIAL PRESSURE SWITCH DPTDIFFERENTIAL PRESSURE TRANSMITTER DSDUCT SILENCER DTDIFFERENTIAL TEMPERATURE (IN °F, UNLESS OTHERWISE NOTED) DUDEHUMIDIFICATION UNIT DUCDOOR UNDER CUT (IN INCHES, UNLESS OTHERWISE NOTED) DWGDRAWING E/PELECTRICAL/PNEUMATIC EATENTERING AIR TEMPERATURE (IN °F, UNLESS OTHERWISE NOTED) ECONECONOMIZER EFEXHAUST FAN EFFEFFICIENCY EGEXHAUST GRILLE EHEXHAUST HOOD ELEVELEVATION ELECELECTRIC, ELECTRICAL EMEXPANDED METAL (MINIMUM OF 70% FREE AREA, UNLESS OTHERWISE NOTED) EMEREMERGENCY EQUIPEQUIPMENT ERCENERGY RECOVERY CHILLER ERWENERGY RECOVERY WHEEL, ALSO REFERRED TO AS A HEAT WHEEL ERVENERGY RECOVERY VENTILATOR ETEXPANSION TANK EWTENTERING WATER TEMPERATURE (IN °F, UNLESS OTHERWISE NOTED) EXEXISTING EXHEXHAUST EXPEXPANSION EXTEXTERIOR F&TFLOAT AND THERMOSTATIC TRAP F/SDCOMBINATION FIRE/SMOKE DAMPER FCFAN COIL UNIT FCVFAN COIL UNIT, FOR VRF SYSTEMS FDFIRE DAMPER FORFUEL OIL RETURN FOSFUEL OIL SUPPLY FOVFUEL OIL VENT FPFIRE PROTECTION FPMFEET PER MINUTE FRFILTER RACK FTFEETFT HDFEET OF HEAD FTRFIN TUBE RADIATION GGAS GAGAUGE GALGALLON(S) GALVGALVANIZED GCCONDENSATE PIPING -GRAVITY DRAINAGE GFGLYCOL FEEDER GLRGROUND/GEOTHERMAL LOOP RETURN GLSGROUND/GEOTHERMAL LOOP SUPPLY GPMGALLONS PER MINUTE HCHEATING COIL HDGHEAVY DUTY GRILLE HGREFRIGERANT HOT GAS HHRHEATING HOT WATER RETURN HHSHEATING HOT WATER SUPPLY HLSHIGH LIMIT SWITCH HPHORSEPOWER HPRHEAT PUMP LOOP RETURN HPSHEAT PUMP LOOP SUPPLY HPUHEAT PUMP AIR HANDLING UNIT, AIR OR WATER SOURCE HPWWATER TO WATER HEAT PUMP UNIT HVACHEATING/VENTILATING/AIR CONDITIONING HWPHEATING HOT WATER PUMPIDINSIDE DIAMETER (IN INCHES, UNLESS OTHERWISE NOTED) ININTAKE HOOD IN WCIN INCHES OF WATER COLUMN INSULINSULATION/INSULATE INVINVERT KHKITCHEN HOOD KWKILOWATTS LATLEAVING AIR TEMPERATURE (IN °F, UNLESS OTHERWISE NOTED) LFLINEAR FEET LLSLOW LIMIT SWITCH LPLIQUID PETROLEUM LPSLOW PRESSURE STEAM SUPPLY LVRLOUVERLWTLEAVING WATER TEMPERATURE (IN °F, UNLESS OTHERWISE NOTED) MMOTOR MATMIXED AIR TEMPERATURE (IN °F, UNLESS OTHERWISE NOTED) MAXMAXIMUM MBHEQUIVALENT TO 1,000 BTUH MECHMECHANICAL MFRMANUFACTURER MHMANHOLE MINMINIMUM MISCMISCELLANEOUS MODMOTORIZED OPERATED DAMPER MPSMEDIUM PRESSURE STEAM SUPPLY MTDMOUNTED MUAMAKE-UP AIR HANDLING UNIT NICNOT IN CONTRACT No. / #NUMBER NOMNOMINAL NTSNOT TO SCALE NGNATURAL GAS NPNON-POTABLE WATER OAOUTDOOR AIR OATOUTDOOR AIR TEMPERATURE (IN °F, UNLESS OTHERWISE NOTED) OCON CENTER ODOUTDOOR DIAMETER (IN INCHES, UNLESS OTHERWISE NOTED) OROIL RETURN OSOIL SUPPLY P/EPNEUMATIC/ELECTRIC P/TPRESSURE/TEMPERATURE PORT, PETE'S PLUG PPUMP PCPUMPED CONDENSATE PHCPREHEAT COIL PREFABPREFABRICATED PRESPRESSURE PRVPRESSURE REDUCING VALVE PSFPOUNDS PER SQUARE FOOT PSIPOUNDS PER SQUARE INCH PTACPACKAGE TERMINAL AIR CONDITIONING UNIT PUHPROPELLER UNIT HEATER PVCPOLYVINYL CHLORIDE RRADIANT RADRADIUS RARETURN AIR RCPRADIANT CEILING PANEL REQ'DREQUIRED RFMREFRIGERANT MONITOR RGRETURN AIR GRILLE RHRELIEF HOOD RHCREHEAT COIL RLREFRIGERANT LIQUID RMROOM RPMREVOLUTIONS PER MINUTE RSREFRIGERANT SUCTION RTUROOF TOP AIR HANDLING UNIT RVROOF MOUNTED VENTILATOR RWORETURN AIR WALL OPENING (ABOVE CEILING, UNLESS OTHERWISE NOTED) SSENSOR SASUPPLY AIR (WITH A UNIT MEASUREMENT OF CFM) SAGSUPPLY AIR GRILLE SCSTEAM CONDENSATE SCHEDSCHEDULE SDSMOKE DAMPER SFSUPPLY FAN SHTSHEET SIMSIMILAR SLLINEAR SLOT DIFFUSER SPSTATIC PRESSURE (IN INCHES OF WATER COLUMN FOR AIR/GAS SYSTEMS) SPECSPECIFICATION(S) STDSTANDARD SFSHOT FEEDER TTEMPERATURE (IN °F, UNLESS OTHERWISE NOTED) TATRANSFER AIR TCTEMPERATURE CONTROL TCCTEMPERATURE CONTROL CONTRACTOR TCPTEMPERATURE CONTROL SYSTEM CONTROL PANEL TCSTEMPERATURE CONTROL SYSTEM. TDTEMPERATURE DROP (IN °F, UNLESS OTHERWISE STATED) TEMPTEMPERATURE (IN °F, UNLESS OTHERWISE STATED) TODTOP OF DUCT/DEVICE (IN UNITS NOTED) TRTEMPERATURE RISE (IN °F, UNLESS OTHERWISE STATED) TXVTHERMAL EXPANSION VALVE TYPTYPICAL UHUNIT HEATER UVUNIT VENTILATOR VVENT VACVACUUM VAVVARIABLE AIR VOLUME VDVOLUME DAMPER VELVELOCITY (IN FEET PER MINUTE UNLESS OTHERWISE NOTED) VFVENTILATION FAN VFCVARIABLE FREQUENCY CONTROLLER (OR VFD) VHPVARIABLE REFRIGERANT VOLUME HEAT PUMP UNIT, FOR VRF SYSTEMS VIFVERIFY IN FIELD VRCREFRIGERANT SYSTEM CONTROLLER, FOR VRF SYSTEMS VRFVARIABLE REFRIGERANT FLOW VVDDUAL INLET VARIABLE PRIMARY AIR VOLUME TERMINAL UNIT VVRVARIABLE PRIMARY AIR VOLUME TERMINAL UNIT VVFFAN POWERED VARIABLE PRIMARY AIR VOLUME TERMINAL UNIT WWATTS W/WITH W/OWITHOUT WBWET BULB TEMPERATURE (IN °F, UNLESS OTHERWISE STATED) WPDWATER PRESSURE DROP (IN FEET OF HEAD, UNLESS OTHERWISE NOTED) WRWALL REGISTERMECHANICAL ABBREVIATIONSMECHANICAL SYMBOLSXMMSADADSFPTMMDPTL*SENSOR WITH PROTECTIVE WALL GUARD*APPROPRIATE SENSOR WILL BE SIGNIFIEDFLOW METER (RETRACTABLE), WITH SHUTOFF VALVEWATER METER, IN UNITS OF GALLONS PER MINUTE (GPM)LIQUID LOW LIMIT SWITCHSDSD60COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/15/2021 2:35:52 PM\\data1\citrixprofiles$\pmedley\My Documents\2019_MECH_220144.00_pmedley37KGL.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5055 EAST 131ST STREETCARMEL, INDIANASYMBOLS & ABBREVIATIONSM1.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: MZH317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHP R O FESS IONALENGINEERMARKZ.HOP FNo.PE 12000601STATE OFREGISTERED INDIANAREV.NO.DESCRIPTION DATE REF.DWVENTILATION PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.XVENTILATION PLAN GENERAL NOTESA. ALL DUCTWORK, PIPING AND VALVES SHALL BE CONCEALED ABOVE THE CEILING AND WITHIN WALLS, UNLESS OTHERWISE NOTED.B. REFER TO THE SPECIFICATIONS FOR REQUIREMENTS RELATED TO EQUIPMENT QUALITY, CONSTRUCTION AND FINISH OF MATERIALS.C. ARRANGE DUCTWORK, PIPING, ETC. TO ALLOW FOR EASY ACCESS TO COILS, VALVES, DAMPERS AND CONTROLS. KEEP AREAS ADJACENT TO ACCESS PANELS FREE AND CLEAR OF ANY OBSTRUCTIONS.D. SEAL DUCT PENETRATIONS THROUGH THE FLOOR AND/OR WALLS IN ACCORDANCE WITH MECHANICAL CODE AND SMACNA REQUIREMENTS. SEAL DUCT PENETRATIONS THROUGH FIRE RATED FLOORS AND/OR WALLS WITH A MATERIAL HAVING SAME FIRE RATING AS THE WALL AND/OR FLOOR.E. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR HIS RESPECTIVE WORK FOR REPAIRING AND PATCHING TO MATCH EXISTING SURFACES, SIDEWALKS, STREETS, FLOORS, WALLS, ROOFS, CEILING AND PAVEMENT.F. ALL RECTANGULAR SHEET METAL DUCT SIZES SHOWN ARE INSIDE FREE AREA DIMENSIONS. ALL ROUND DUCT SIZES SHOWN ARE INSIDE DIAMETERS.G. PROVIDE BALANCING DAMPER AT EACH DUCT BRANCH, SERVING DIFFUSER, GRILLE AND REGISTER.H. INSTALL WALL THERMOSTATS, TEMPERATURE SENSORS, HUMIDISTATS, ETC. 44" ABOVE THE FINISH FLOOR IN ACCORDANCE WITH ADA REQUIREMENTS.I. COORDINATE ALL REQUIRED WALL, ROOF AND FLOOR OPENINGS (BOTH DIMENSIONS AND LOCATIONS) WITH ALL OTHER TRADES.J. COORDINATE MECHANICAL SYSTEM INSTALLATION WITH STRUCTURE, FIRE PROTECTION AND LIGHTING LAYOUT.K. PROVIDE ALL NECESSARY TRANSITIONS TO EQUIPMENT FROM SIZES SHOWN ON PLAN.L. THE SUPPLY AIR DUCTWORK DOWNSTREAM OF THE VAV SHALL BE AN INTERNALLY LINED, SIZED AT 8X10 UNLESS OTHERWISE NOTED.A191 A192 A193 A194 A195A183A199A198A197A196A138A138AA182DA137A188A135A134A189A190A129A129AA131A131AA128AA128D150D150D150D150D125D125D150D150D150D150D1508"ø8"ø8"ø8"ø8"ø8"ø8"ø8"ø8"ø8"ø5"ø6"ø5"ø5"ø5"ø5"ø5"ø5"ø5"ø6"øIIIIIIIIIVAV-A1VAV-A2VAV-A3VAV-A4VAV-A5VAV-A6VAV-A7VAV-A13VAV-A8VAV-A9VAV-A10VAV-A11VAV-A12PUH-A1EF-A1MMD150D150D150D150D125D200D200AHU-A1WL-A140"x16"34"x14"28"x18"12"x12"8"ø5"ø6"ø8"ø8"ø30"x14"FO10"øACCU-A18"ø6"ø8"ø8"ø14"ø12"ø10"øRTV-A110"x10"IM8"x8"V2V88"x8"V28"x8"V28"x8"V28"x8"V216"x8"V2M8"x8"V2V38"x8"V28"x8"V28"x8"V28"x8"V2V6V710"x10"V10V9V5V424"x16"O70024"x16"OV2V11FDFDFDFDR16"x8"V2D200D2008"øC140RD200SD200SV121COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL4/26/2021 12:43:27 PM\\data1\citrixprofiles$\mhopf\My Documents\2019_MECH_220144.00_mhopf.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5055 EAST 131ST STREETCARMEL, INDIANAFIRST FLOOR VENTILATION PLAN -UNIT AM2.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: MZH317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204ROOM LEGEND − FIRST FLOOR UNIT AROOM LEGEND − FIRST FLOOR UNIT AROOM LEGEND − FIRST FLOOR UNIT AROOM LEGEND − FIRST FLOOR UNIT AROOM NO. ROOM NAME AREA (SF)A166 BUSINESS DIRECTOR 313 SFA167 ADMIN. ASST. 223 SFA168 CORRIDOR 60 SFA169 OPEN AREA 345 SFA170 PURCHASING 237 SFA171 ACCOUNTS PAYABLE 309 SFA172 OFFICE 169 SFA173 CONFERENCE 148 SFA174 OFFICE 189 SFA175 OFFICE 143 SFA176 CONFERENCE 172 SFA177 WORKROOM 297 SFA178 OFFICE 196 SFA179 DIRECTOR'S OFFICE 291 SFA180 OFFICE 219 SFA181 HUMAN RESOURCERECEPTION546 SFA182 STORAGE RedundantRoomA182A GENERAL STORAGE 2839 SFA182B GENERAL STORAGE 3922 SFA182C OFFICE 94 SFA182D WAREHOUSE EXPANSION 567 SFA182E RESTROOM 28 SFA182F FREEZER 978 SFA182G COOLER 602 SFA183 ADMIN. ASST. 145 SFA184 CORRIDOR 59 SFA185 SUPERVISOR OF LEARNING 119 SFA186 SUPERVISOR OF LEARNING 161 SFA187 SUPERVISOR OF LEARNING 115 SFA188 CONFERENCE 174 SFA189 ADMIN. ASST. 130 SFA190 INST. COACH & CONF. 132 SFA191 NETWORK ADMINISTRATOR 144 SFA192 DATA BASE ADMIN. 145 SFA193 COMPUTER TECH. 1 145 SFA194 TECH II HELP 145 SFA195 DIRECTOR OF TECHNOLOGY &DATA SOLUTIONS257 SFA196 COORD. TECH. SERVICES 148 SFA197 TRAINING & DEVELOPMENTSPECIALIST150 SFA198 WIRELESS NETWORKINFRASTRUCTURE SPECIALIST149 SFA199 COMPUTER TECH. 1 147 SFROOM LEGEND − FIRST FLOOR UNIT AROOM LEGEND − FIRST FLOOR UNIT AROOM LEGEND − FIRST FLOOR UNIT AROOM LEGEND − FIRST FLOOR UNIT AROOM NO. ROOM NAME AREA (SF)A128 OFFICE 244 SFA128A ADMIN. ASST. 118 SFA129 OFFICE 241 SFA129A ADMIN. ASST. 132 SFA130 WORKROOM 280 SFA131 OPEN AREA 405 SFA131A ADMIN. ASST. 121 SFA132 STORAGE 290 SFA133 TRAINING ROOM 859 SFA133A STORAGE 28 SFA133B STORAGE 26 SFA134 OFFICE 167 SFA135 OFFICE 165 SFA136 OFFICE 168 SFA137 SAN/SERVER/BACKUPSPECIALIST436 SFA138 INSTRUCTIONAL COACHES 320 SFA138A CORRIDOR 935 SFA138B ENTRY 57 SFA139 SERVER ROOM 304 SFA140 BENEFITS 264 SFA140A CLOSET 22 SFA141 BENEFITS 189 SFA142 MEN'S 196 SFA143 ALCOVE 124 SFA144 WOMEN'S 198 SFA145 MAIL ROOM 235 SFA146 CORRIDOR 107 SFA147 CUSTODIAN 103 SFA148 SUPPLIES 96 SFA149 STORAGE 335 SFA150 CORRIDOR 119 SFA151 OFFICE 120 SFA152 OFFICE 129 SFA153 OFFICE 232 SFA154 OFFICE 220 SFA155 CORRIDOR 778 SFA156 VESTIBULE 48 SFA157 MEN'S 33 SFA158 WOMEN'S 56 SFA159 LOUNGE 289 SFA160 KITCHENETTE 74 SFA161 OFFICE 134 SFA162 MECHANICAL 575 SFA162A TELEPHONE AND ELECTRICAL 160 SFA163 ACCOUNTING 237 SFA164 ACCOUNTING 222 SFA165 CONFERENCE 184 SFV2 ACOUSTICALLY LINED AIR TRANSFER SOUNDTRAP. EXTEND DUCTWORK UP TO PROVIDE NOLINE OF SITE FROM OPENING TO OPENING.V3 APPROXIMATE LOCATION OF DUCT STATICPRESSURE SENSOR. SENSOR PROVIDED BYTEMPERATURE CONTROL CONTRACTOR ANDINSTALLED BY HVAC CONTRACTOR.V4 INSULATED SHEET METAL PLENUM MOUNTEDBEHIND WALL LOUVER. TRANSITION BOTTOMOF DUCT AT A SLOPE DOWNWARD TO WALLLOUVER. SEAL ALL SEAMS AND EDGES WATERTIGHT. WRAP PLENUM WITH INSULATION.REFER TO DETAIL.V5 INSTALL DRIP PAN UNDER WALL LOUVER. PANSHALL BE SEALED WATER TIGHT. DRIP PAN TOEXTEND A MINIMUM OF 6" BEYOND DUCTWORK.V6 END OF DUCT OPEN TO PLENUM SPACE ABOVETHE CEILING. OPENING TO BE PROTECTEDWITH BIRDSCREEN.V7 REMOTE MOUNTED RETURN AIR CONTROLDAMPER.V8 REMOTE MOUNTED OUTSIDE AIR CONTROLDAMPER.V9 SUPPORT UNIT FROM STRUCTURE ABOVE WITHTHREADED ROD, SUPPLEMENTAL STEEL ANDVIBRATION ISOLATION.V10 SUPPORT UNIT HEATER FROM STRUCTUREABOVE OR ADJACENT WALL WITHSUPPLEMENTAL STEEL AND THREADED RODWITH VIBRATION ISOLATORS AS REQUIRED.MOUNT BOTTOM OF UNIT AT 9'-0" AFF.V11 INSTALL EQUIPMENT ON A CONCRETE PAD.COORDINATE EXACT LOCATION ANDINSTALLATION WITH ALL TRADES.V12 LOCATION OF TEMPERATURE CONTROLSYSTEM BUILDING CONTROL PANEL.SCALE: 1/8" = 1'-0"FIRST FLOOR VENTILATION PLANP R O FESS IONALENGINEERMARKZ.HOP FNo.PE 12000601STATE OFREGISTERED INDIANAPLANNORTHREV.NO.DESCRIPTION DATE1 ADDENDUM #2 04/26/211 REF.DWTTTTTTTTTTTTTTTTTTTPGTTHVAC PIPING PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)HVAC PIPING PLAN GENERAL NOTESVERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.XA. ALL PIPING AND VALVES SHALL BE CONCEALED ABOVE THE CEILING AND WITHIN WALLS, UNLESS OTHERWISE NOTED.B. REFER TO THE SPECIFICATIONS FOR REQUIREMENTS RELATED TO EQUIPMENT QUALITY, CONSTRUCTION AND FINISH OF MATERIALS.C. ARRANGE PIPING, ETC. TO ALLOW FOR EASY ACCESS TO COILS, VALVES, DAMPERS AND CONTROLS. KEEP AREAS ADJACENT TO ACCESS PANELS FREE AND CLEAR OF ANY OPSTRUCTIONS.D. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR HIS RESPECTIVE WORK FOR REPAIRING AND PATCHING TO MATCH EXISTING SURFACES, SIDEWALKS, STREETS, FLOORS, WALLS, ROOFS, CEILING AND PAVEMENT.E. HYDRONIC SUPPLY AND RETURN PIPING SHALL BE THE SAME SIZE UNLESS OTHERWISE NOTED.A191A190A129A189A129AA134A135A138AA188A137A138A192 A193A194A195A183A138AA199A198A197A196A182DA182AA182AVAV-A7VAV-A1VAV-A2VAV-A3VAV-A4VAV-A5VAV-A6VAV-A8 VAV-A9VAV-A10 VAV-A11VAV-A12VAV-A13HWSHWR2"ø1/2"ø1/2"ø3/4"ø1/2"ø1/2"ø1/2"ø1/2"ø1/2"ø1/2"ø1/2"ø1/2"ø1"øHWSHWR3/4"ø3/4"øPUH-A1AHU-A11 1/4"ø1 1/4"ø1/2"ø3/4"øACCU-A1P1P1P1P1P1P1P1P1P1P1P1P1P2P33/4"ø1 1/4"øP5P4P4P8P7P6P6P5P4P41/2"ø3/4"ø1"ø1 1/4"ø1 1/2"ø2"ø1 1/2"ø1 1/4"øRTV-A1P9P10COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/15/2021 2:49:52 PM\\data1\citrixprofiles$\pmedley\My Documents\2019_MECH_220144.00_pmedley37KGL.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5055 EAST 131ST STREETCARMEL, INDIANAFIRST FLOOR HVAC PIPING PLAN -UNIT AM3.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: MZH317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204ROOM LEGEND − FIRST FLOOR UNIT AROOM NO. ROOM NAME AREA (SF)A162 MECHANICAL 575 SFA162A TELEPHONE AND ELECTRICAL 160 SFA163 ACCOUNTING 237 SFA164 ACCOUNTING 222 SFA165 CONFERENCE 184 SFA166 BUSINESS DIRECTOR 313 SFA167 ADMIN. ASST. 223 SFA168 CORRIDOR 60 SFA169 OPEN AREA 345 SFA170 PURCHASING 237 SFA171 ACCOUNTS PAYABLE 309 SFA172 OFFICE 169 SFA173 CONFERENCE 148 SFA174 OFFICE 189 SFA175 OFFICE 143 SFA176 CONFERENCE 172 SFA177 WORKROOM 297 SFA178 OFFICE 196 SFA179 DIRECTOR'S OFFICE 291 SFA180 OFFICE 219 SFA181 HUMAN RESOURCERECEPTION546 SFA182 STORAGE RedundantRoomA182A GENERAL STORAGE 2839 SFA182B GENERAL STORAGE 3922 SFA182C OFFICE 94 SFA182D WAREHOUSE EXPANSION 567 SFA182E RESTROOM 28 SFA182F FREEZER 978 SFA182G COOLER 602 SFA183 ADMIN. ASST. 145 SFA184 CORRIDOR 59 SFA185 SUPERVISOR OF LEARNING 119 SFA186 SUPERVISOR OF LEARNING 161 SFA187 SUPERVISOR OF LEARNING 115 SFA188 CONFERENCE 174 SFA189 ADMIN. ASST. 130 SFA190 INST. COACH & CONF. 132 SFA191 NETWORK ADMINISTRATOR 144 SFA192 DATA BASE ADMIN. 145 SFA193 COMPUTER TECH. 1 145 SFA194 TECH II HELP 145 SFA195 DIRECTOR OF TECHNOLOGY &DATA SOLUTIONS257 SFA196 COORD. TECH. SERVICES 148 SFA197 TRAINING & DEVELOPMENTSPECIALIST150 SFA198 WIRELESS NETWORKINFRASTRUCTURE SPECIALIST149 SFA199 COMPUTER TECH. 1 147 SFROOM LEGEND − FIRST FLOOR UNIT AROOM NO. ROOM NAME AREA (SF)A128 ASST. DIR. SP. SERVICES, SP.ED. MIDDLE SCHOOL244 SFA128A ADMIN. ASST. 118 SFA129 ASST. DIR. OF SP. SERVICES,ASD, COUNSELOR,ELEMENTARY241 SFA129A ADMIN. ASST. 132 SFA130 WORKROOM 280 SFA131 OPEN AREA 405 SFA131A ADMIN. ASST. 121 SFA132 STORAGE 290 SFA133 TRAINING ROOM 859 SFA133A STORAGE 28 SFA133B STORAGE 26 SFA134 ASST. DIR. OF SP.SERVICES/SP. ED. HIGHSCHOOL167 SFA135 SRO 165 SFA136 OFFICE 168 SFA137 SAN/SERVER/BACKUPSPECIALIST436 SFA138 INSTRUCTIONAL COACHES 320 SFA138A CORRIDOR 935 SFA138B ENTRY 57 SFA139 SERVER ROOM 304 SFA140 BENEFITS 264 SFA140A CLOSET 22 SFA141 BENEFITS 189 SFA142 MEN'S 196 SFA143 ALCOVE 124 SFA144 WOMEN'S 198 SFA145 MAIL ROOM 235 SFA146 CORRIDOR 107 SFA147 CUSTODIAN 103 SFA148 SUPPLIES 96 SFA149 STORAGE 335 SFA150 CORRIDOR 119 SFA151 OFFICE 120 SFA152 OFFICE 129 SFA153 OFFICE 232 SFA154 OFFICE 220 SFA155 CORRIDOR 778 SFA156 VESTIBULE 48 SFA157 MEN'S 33 SFA158 WOMEN'S 56 SFA159 LOUNGE 289 SFA160 KITCHENETTE 74 SFA161 OFFICE 134 SFPLANNORTHP1 DASHED LINE INDICATES APPROXIMATECLEARANCE REQUIRED IN FRONT OF CONTROLPANEL TO VARIABLE VOLUME TERMINAL.P2 INSULATED COPPER CONDENSATE TRAP TOLOCATION INDICATED. PROVIDE CONDENSATEPUMP AT THIS APPROXIMATE LOCATION.COORDINATE EXACT LOCATION WITH ALLTRADES. REFER TO DETAIL.P3 DROP CONDENSATE PIPING ALONG THEEXTERIOR WALL. CONDENSATE PIPING SHALLPENETRATE THE EXTERIOR WALL AND TURNEDDOWN WITH THE PIPING CUT AT A 45 DEGREEANGLE AT APPROXIMATELY 12" ABOVE GRADE.P4 EXPOSED PIPING TO BE WRAPPED WITHINSULATION AND THEN COVERED WITH PVCJACKET PER THE SPECIFICATIONS.P5 CONNECT TO EXISTING PIPING AT THISAPPROXIMATE LOCATION. MAKEMODIFICATIONS AS REQUIRED.P6 INSTALL PIPING AS HIGH AS POSSIBLE.P7 INSTALL ALL REFRIGERANT PIPING PERMANUFACTURER'S REQUIREMENTS.P8 ALL PIPING ON THE EXTERIOR OF THE BUILDINGSHALL BE WRAPPED WITH INSULATION ANDTHEN COVERED WITH A PVC JACKET PER THEPROJECT MANUAL. PROVIDE PIPE SUPPORTSAS REQUIRED TO PROPERLY SUPPORT THEPIPING.P9 EXISTING THERMOSTAT TO BE RELOCATED TOTHIS APPROXIMATE LOCATION.P10 3-WAY TEMPERATURE CONTROL VALVE AT THISTERMINAL UNIT.SCALE: 1/8" = 1'-0"FIRST FLOOR HVAC PIPING PLANP R O FESS IONALENGINEERMARKZ.HOP FNo.PE 12000601STATE OFREGISTERED INDIANAREV.NO.DESCRIPTION DATE NOTES:4. CUSTOM COLOR AS SELECTED BY ARCHITECT. REFER TO DIVISION 9, LIST OF FINISHES.ELEVATIONMARKTOP OF LOUVERTYPENOTES3. REFER TO INSTALLATION DETAILS ON ARCHITECTURAL AND MECHANICAL DRAWINGS.2. SEAL ALL AROUND WITH SILICONE.1. REFER TO SPECIFICATION SECTION 08900.5. COORDINATE SIZE AND LOCATION WITH ALL TRADES.W X HSIZEWL-A1 64"x16"WL-11,2,3,4,510'-8"S.P.EXT.APDAPDS.P.TOTAL5. MAXIMUM COOLING COIL FACE VELOCITY SHALL BE 500 FPM.2. REFER TO SPECIFICATION SECTION 237313.1. SINGLE POINT ELECTRICAL CONNECTION TO UNITS.EAT LATTOTALCOOLING LOADCOILSCFMTOTALS.P.HPHPEXT.S.P.CFMEXHAUSTSUPPLYFANSNOTESMARKSENS.DX COOLING COIL HEATING COIL (EWT 180°)WPDLWTGPMLATEAT MBHELEC.TYPETYPEELEC.9. PROVIDE CONVENIENCE OUTLET AND LIGHTS ON A SEPARATE CIRCUIT.6. REFER TO PLANS & SCHEMATICS FOR UNIT LAYOUT DETAILS.O.A.CFM3. MAXIMUM HEATING COIL FACE VELOCITY SHALL BE 511 FPM.4. MAXIMUM FILTER FACE VELOCITY SHALL BE 500 FPM.4.45AHU-A15.02.252,750208/35007. VARIABLE FREQUENCY CONTROLLER (VFC) SHALL BE PROVIDED ON SUPPLY FAN.PLENUM8. INSTALL HEATING COIL IN A RE-HEAT POSITION.NORMALO.A.CFMMAX.2,75078.0 53.50.0888.6 8.8160 0.2985.059.30.49899.173.21,2,3,4,5,6,7,8,9,10,11,1265.0 52.7EWTPRIMARYMARKCFMMINPRIMARYCFMMBHGPMINLETSP.INLETDIA1. REFER TO PROJECT MANUAL.2. UNIT SELECTION MUST ALLOW FOR A MINIMUM 0F 0.50" DOWNSTREAM STATIC PRESSURE.3. 120/1 VOLT ELECTRICAL SERVICE WILL BE SUPPLIED TO EACH UNIT BY ELECTRICALCONTRACTOR. REFER TO DETAILS.4. UNIT MANUFACTURER SHALL PROVIDE REQUIRED HANGING BRACKETS TO PROPERLYSUPPORT UNIT.5. HEATING COIL LOADS CALCULATED WITH SCHEDULED EWT AND 55° EAT, AT PRIMARY AIRFLOW.6. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH.7. HEATING COIL DESIGN BASED ON HIGH-EFFIECIENCY, HOT WATER COIL, UNLESS OTHERWISENOTED8. COILS SHALL BE SELECTED WITH 10' WPD MAXIMUM.9. NOISE LEVELS ARE NOT TO EXCEED 20 NC.LWT LATCOILHEATINGROWSNOTESWPDGPMSERVELECEATMBHHPCFM(RPM)FANSPEEDCABINET/PROPELLER UNIT HEATER SCHEDULEHEATINGLATMARKNOTESWTD1. UNIT SCHEDULED AS MANUFACTURED BY RITTLING.2. INCLUDE FACTORY MOUNTED DISCONNECTS.3. REFER TO SPECIFICATION SECTION 238239.4. UNIT SHALL BE SELECTED USING THE LOW SPEED FAN SETTING.5. SUPPORT HEATER FROM STRUCTURE ABOVE WITH MINIMUM OF TWO (2), 3/8"DIAMETER THREADED RODS. ADD VIBRATION ISOLATORS.6. UNIT FURNISHED WITH ADJUSTABLE LOUVER FIN DIFFUSERS TO PROVIDEFOUR-DIRECTION AIR FLOW CONTROL.NO.MODELEWTPUH-A120.0 115/1LOW310 1/30 8.3 60.0 84.6 0.8 0.2RH-18180.01,2,3,4,5,6MARKDIFFUSER, REGISTER, AND GRILLE SCHEDULETYPEA5"SQUARE PLAQUEBCDEFGHIJKLMNOPSIZENECKSIZE L"xW" NECK VEL.(FPM)MAX CORE/MAX. CFMCRITERIAMAX. NOISEMOUNTINGFRAME/REMARKS12"x12" 800 100 21REFER TO REFLECTEDRETURN/AIRSIDEWALL-HEAVY DUTY6" 12"x12"6" 24"x24"8"10"12"14"24"x24"24"x24"24"x24"24"x24"8"x8"---12"x12"16"x16"18"x18"24"x24"SEE FLOOR800800800800800700600500500500500500300-150150300425625750175375650850PER PLANSPER PLANSPER PLANS13002120202023202020202020202020DUCT OR SIDEWALL:PROVIDE ALUMINUM SURFACE MOUNTCEILING PLANREFER TO FLOOR PLANBORDER FOR DUCTED INSTALLATIONS.PLANS FOR SIZECEILING DIFFUSERTRANSFER GRILLESUPPLY GRILLESUPPLY GRILLESQUARE PLAQUECEILING DIFFUSERSQUARE PLAQUECEILING DIFFUSERSQUARE PLAQUECEILING DIFFUSERSQUARE PLAQUECEILING DIFFUSERSQUARE PLAQUECEILING DIFFUSERSQUARE PLAQUECEILING DIFFUSERRETURN/AIRTRANSFER GRILLERETURN/AIRTRANSFER GRILLERETURN/AIRTRANSFER GRILLERETURN/AIRTRANSFER GRILLESIDEWALL-RETURN GRILLESEE FLOORPLANS FOR SIZESEE FLOORPLANS FOR SIZEREFER TO REFLECTEDCEILING PLANREFER TO REFLECTEDCEILING PLANREFER TO REFLECTEDCEILING PLANREFER TO REFLECTEDCEILING PLANREFER TO REFLECTEDCEILING PLANREFER TO REFLECTEDCEILING PLANREFER TO REFLECTEDCEILING PLANREFER TO REFLECTEDCEILING PLANREFER TO REFLECTEDCEILING PLANREFER TO REFLECTEDCEILING PLANREFER TO REFLECTEDCEILING PLANDUCT OR SIDEWALL:REFER TO FLOOR PLANDUCT OR SIDEWALL:REFER TO FLOOR PLANPROVIDE ALUMINUM SURFACE MOUNTBORDER FOR DUCTED INSTALLATIONS.PROVIDE ALUMINUM SURFACE MOUNTBORDER FOR DUCTED INSTALLATIONS.PROVIDE ALUMINUM SURFACE MOUNTBORDER FOR DUCTED INSTALLATIONS.PROVIDE ALUMINUM SURFACE MOUNTBORDER FOR DUCTED INSTALLATIONS.45 (DEGREE) DEFLECTION, UNLESSNOTED OTHERWISE ON FLOOR PLANFIXED 35 (DEGREE)DEFLECTION BLADESQHEAVY DUTY-- PER PLANS 20RETURN GRILLESEE FLOORPLANS FOR SIZEDUCT OR SIDEWALL:REFER TO FLOOR PLANFIXED 38 (DEGREE)DEFLECTION BLADES4-WAY BLOW DIFFUSERS, UNLESSINDICATED OTHERWISE ON DRAWINGS.4-WAY BLOW DIFFUSERS, UNLESSINDICATED OTHERWISE ON DRAWINGS.4-WAY BLOW DIFFUSERS, UNLESSINDICATED OTHERWISE ON DRAWINGS.4-WAY BLOW DIFFUSERS, UNLESSINDICATED OTHERWISE ON DRAWINGS.4-WAY BLOW DIFFUSERS, UNLESSINDICATED OTHERWISE ON DRAWINGS.4-WAY BLOW DIFFUSERS, UNLESSINDICATED OTHERWISE ON DRAWINGS.4-WAY BLOW DIFFUSERS, UNLESSINDICATED OTHERWISE ON DRAWINGS.REGGCRATE-600 1100 20GRILLEFIXED 35 (DEGREE)DEFLECTION BLADESREFER TO REFLECTEDCEILING PLAN6"x6"10"x10"14"x14"16"x16"22"x22"OVERALL(NOT ALL GRILLE TYPES MAY BE USED IN THIS SET OF PROJECT DOCUMENTS)S24"x12" 500 910 20RETURN/AIRTRANSFER GRILLEREFER TO REFLECTEDCEILING PLANPROVIDE ALUMINUM SURFACE MOUNTBORDER FOR DUCTED INSTALLATIONS.22"x10"12"x12"PROVIDE STEEL SURFACE MOUNT BORDERFOR DUCTED INSTALLATIONS.EGGCRATE-600 600 20GRILLEREFER TO REFLECTEDCEILING PLANEF-A1MARK FAN TYPEMAX.LEVEL(SONES)NOISERPMFANTOTALCFMS.P.MOTOR DATAHPTYPEDRIVEPH.VOLTSNOTESSERVICEEXAMPLEMODEL NO.MANUFACTURER*CONTROLFANNOTES:3.2.1.A - AUTOMATIC CONTROL BY T.C.C.; REFER TO SEQUENCE OF OPERATION.THERMOSTAT TO CONTROL FAN OPERATION; CONTROL BY T.C.C.MANUAL TIMER SWITCH CONTROL BY DIVISION 26.PROVIDE FACTORY-INSTALLED VARIABLE SPEED CONTROLLER.SUPPORT FROM STRUCTURE ABOVE WITH THREADED ROD AND VIBRATION ISOLATORS.PROVIDE BACKDRAFT DAMPER.M -T -* FAN CONTROL LEGEND(IN.)ROOF MOUNTEDCENTRIFUGALAG-099-B1115DIRECT 1/60.200700 1,113 7.4WAREHOUSEA182DINCLUDE FACTORY MOUNTED DISCONNECT SWITCH.4.5.INSTALL EXHAUST FAN ON EXISTING ROOF CURB.6.MOUNT ON 12" HIGH ROOF CURB.7. REFER TO SPECIFICATION SECTION 233423 FOR ADDITIONAL REQUIREMENTS.8. COLOR SHALL BE PROVIDED FROM MANUFACTURER'S FULL RANGE OF COLORS AS SELECTED BY A/E.2,3,4,6,7,8F - INTERLOCK WITH FUME HOOD BY DIVISION 26.24 - 24 HOUR CONTINUOUS.TONSNOMINALMARKMBHSUCTIONTEMPAMBIENTTEMPEERNOTES1. UNIT SHALL BE GROUND MOUNTED ON CONCRETE SUPPORT PAD.2. REFER TO PROJECT MANUAL SECTION 236200.MCA4. UNIT SELECTED WITH R-410A REFRIGERANT.SERVICE3. INCLUDE THE FOLLOWING ACCESSORIES, HIGH AMBIENT UNLOADER PRESSURESTAT, PROTECTIVE COIL GUARDS, PHASE LOSS/VOLTAGE PROTECTION, STANDARD AMBIENT CONTROL, AND VIBRATION ISOLATORS.5. INSTALL REFRIGERANT PIPING SIZE AND QUANTITY PER MANUFACTURERS REQUIREMENTS.MANUFACTURER& MODEL NO.6. PROVIDE CONVENIENCE OUTLET ON A SEPARATE CIRCUIT.7. PROVIDE COMPRESSOR BLANKETS FOR SOUND ATTENUATION.REMARKSHEIGHTTHROATSIZE(INCHES)CFMVEL.(FPM)THROATSIZEOVERALL(INCHES)LOCATIONMARK TYPEAND MODEL NO.MANUFACTURER19"24"545 30"RTV-A1 RELIEF2,275A138A CORRIDORMOTORIZED TEMPERATURE CONTROL DAMPER(S) FURNISHED BY T.C.C., INSTALLED BY SHEETMETAL CONTRACTOR.GRAVITY BACK-DRAFT DAMPER FURNISHED BY HOOD MANUFACTURER, INSTALLED BY SHEETMETAL CONTRACTOR.INTAKE AREA OF THE HOOD SHALL BE TWICE THE THROAT AREA.3.2.1.1,2,4,5,6(INCHES)NOTES:GREENHECKFABRAHOOD "FGR"REFER TO PROJECT MANUAL SECTION 233723.4.COLOR SHALL BE PROVIDED FROM MANUFACTURER'S FULL RANGE OF COLORS AS SELECTED BY ARCHITECT/ENGINEER.5.UNITS TO BE PROVIDED WITH A HINGED BASE KIT.6. VFC SHALL BE PROVIDED BY AHU MANUFACTURER.10. TOTAL STATIC PRESSURE REFLECT AVERAGE DIRTY FILTERS.11. BASIS OF DESIGN: TRANE CSAA006.EXHAUST FAN SCHEDULE24"x12"PROVIDE STEEL SURFACE MOUNT BORDERFOR DUCTED INSTALLATIONS.AIR HANDLING/HEAT RECOVERY UNIT SCHEDULENOTESVAV REHEAT TERMINAL SCHEDULENOTES:AIR-COOLED CONDENSING UNIT SCHEDULENOTES:RELIEF HOOD/INTAKE HOOD SCHEDULEEXTERIOR WALL LOUVER SCHEDULE12. SUMMER:INDOOR: 75° db/50% RHOUTDOOR: 2.6° dbWINTER:INDOOR: 72.0° db125 63160VAV-A2VAV-A3VAV-A4VAV-A5VAV-A6VAV-A7VAV-A8VAV-A9VAV-A17.25 0.72 5 0.78108.51801180180180180180180180180150 751608.01 0.80 5104.2 1150 751608.01 0.80 6104.2 1150 751608.01 0.80 5104.2 1150 751608.01 0.80 5104.2 1250 12516010.67 1.07 594.35 1300 150164.312.36 1.5793.0 1150 751608.01 0.80104.2 1150 751608.01 0.80104.2 10.790.650.750.750.500.630.770.78VAV-A10180150 751608.01 0.80104.2 10.77VAV-A11180150 751608.01 0.80104.2 10.76VAV-A12180150 751608.01 0.80104.2 10.76VAV-A13180400 20016024.55 2.45111.6 20.566555566ACCU-A1 110.0 10.0 45.0 95.0 11.41,2,3,4,5,6,741.0 208/3 TRANE TTA120OUTDOOR: 91.3° db/75.0° wb1COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL4/22/2021 9:49:43 AM\\data1\citrixprofiles$\mhopf\My Documents\2019_MECH_220144.00_mhopf.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5055 EAST 131ST STREETCARMEL, INDIANAMECHANICAL SCHEDULESM5.01PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: MZH317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHP R O FESS IONALENGINEERMARKZ.HOP FNo.PE 12000601STATE OFREGISTERED INDIANAREV.NO.DESCRIPTION DATE1 ADDENDUM #2 04/26/21 HHSHHRUNION (TYP.)CONNECTIONCOIL(TYP.)AIR VENTMANUALP/T GAUGETEMPERATURE CONTROL VALVESHUT-OFFVALVE2-WAY (3-WAY WHERE INDICATED)CONTROL VALVEAUTOMATIC FLOWSTRAINERNOTES:BY UNIT MANUFACTURERCONTROL PANELPRESSURE TERMINAL UNITMEDIUM PRESSURE/LOWFLEXIBLE DUCTMEDIUM PRESSUREREHEAT COIL3/8" HANGER RODS (TYP)ATTENUATOR SECTIONACOUSTIC LINEDVOLUME DAMPER(24" MAX)POWER CONNECTION BY DIVISION 26.SHEET METAL DUCTBRANCH FROM PRIMARYMEDIUM PRESSURE MAINPROVIDE 36" MAINT. CLEARANCE INFRONT OF PANEL AS REQ'D BY CODE(TYP)INSULATED RIGIDSHEET METAL DUCTAS REQ'D (SEEPLANS FORARRANGEMENT ANDLOCATIONS)AIR DEVICE (SEEPLANS FOR SIZESAND LOCATIONS)LOW PRESSURE FLEXDUCT (5' MAX - REFER TOPROJECT MANUAL SECTION 233300)DUCT-LENGTH TO BEINSULATED SHEET METALFOUR DUCT DIAMETERSOR THE FIRST FOURFEET OF DUCTWORKDUCTS TO THE MAIN SUPPLY AIR DUCTCONNECTION OF ALL SUPPLY AIR BRANCHDOWNSTREAM OF THE VAV TERMINAL UNIT TO BEINSTALLED WITH A CONICAL LOW LOSS DUCT TEE.TO BE LINED.NOTE: TERMINAL UNIT SHALL NOT BE INSTALLED OVER LIGHTS,SPEAKERS, SPRINKLER HEADS OR ANYTHING THAT WOULDINTERRUPT ACCESS TO UNIT.(TYP)WATER COIL2. COORDINATE NUMBER1. INSTALL ALL PIPING TOCLEAR FILTER ACCESS,DRIVE BELTS, AND ALLACCESS POINTS.1/2" SHUT-OFF VALVETHREADS ON OUTLETDRAIN WITH 3/4" HOSEP/T PORT (TYP)STRAINERUNION (TYP)CONTROL VALVE (TYP)VENT (TYP)MANUAL AIRBY TEMPERATURE2-WAY MODULATING VALVECONTROL CONTRACTOR.AUTOMATIC FLOWTHERMOMETER (TYP)SHUT-OFF VALVE (TYP)12"MIN.SEE PLANSFOR SIZESHHSHHRAIR VENTMANUAL1/2"OF COILS AND COILUNIT MANUFACTURER.ARRANGEMENT WITHNOTE: ALL PIPING AND ACCESSORIESSHALL BE FULL LINE SIZE, WITHEXCEPTION OF THE CONTROL VALVE.MAKE ANY REQUIRED SIZEREDUCTIONS TO COIL AT COILCONNECTION.AIR VENTVIBRATION ISOLATIONSTRUCTURE ABOVE W/SUPPORT RODS TOUNIT HEATERHORIZONTALHHSUNION(TYPICAL)SHUT-OFFP/T GAUGECONNECTIONHHR2-POSITION, 2-WAY CONTROL VALVEVALVE (TYP.)AUTOMATIC FLOW CONTROL VALVEFAN WHEELTHRU ROOFPROVIDE OPENINGFLASHING BY OTHERSCOUNTERFLASHINGBIRDSCREENEXTERNAL ALUM. WIREPOST BY UNIT MFGR.SEE PLANS FORCOUNTERBALANCEDBACKDRAFT DAMPERALUMINUM HOUSINGDISCONNECT SWITCHMOTORPIGTAIL CORDDUCT SIZEMINIMUM 12" HIGH PRE-FAB CURB.PROVIDE ROOF CURB TO MATCHTHAT FAN IS INSTALLED LEVEL).BE INSTALLED ON A PITCHED ROOF,SLOPE OF THE ROOF DECK (SUCHWHERE FAN IS TO BE INSTALLEDCONNECTION POINT TO LOUVER.AT POINT OF CONNECTIONMINIMUM 30" DEEP SHEET METALPLENUM WITH EXTERNAL INSULATIONEXTERIOR WALLLOUVER BY DIVISION 08GROUT AROUND VOIDS IN WALL ANDSEAL AROUND LOUVER WATERTIGHTWITH NON-HARDENING SILICONECAULK (INSIDE & OUTSIDE)BACK OUTDOORS. SEAL WATER TIGHT ATWATER STOP TO ALLOW WATER TO DRAINSLOPE BOTTOM OF PLENUM TO ABOVEOUTDOOR AIRINTAKE OR RELIEFSEAL ALL JOINTSIN PLENUM WATERTIGHTREFER TO ARCH. DRAWINGSAIR DUCT (EXTERNALINSULATION)PROVIDE ACCESS DOOR INTO PLENUM, IN ORDERTO CLEAN BIRDSCREEN. FOR PLENUMS OVER 48"WIDE, PROVIDE AN ACCESS DOOR ON BOTHSIDES OF PLENUM, MINIMUM 24"x24" ACCESS.DO NOT COVER ACCESS DOORS WITHINSULATIONPROVIDE 16 GAUGE SHEET METALFOR FIRST 10 LINEAL FEET OFDUCTWORK INTO BUILDING (16 GA.NOT REQUIRED IN UNIT B MEZZANINE,MECHANICAL ROOM B112 ORELECTRICAL ROOM B113FOR MORE DETAIL1 TERMINAL REHEAT UNIT INSTALLATIONNO SCALE6RETURN AIR SOUND TRAP DETAILNO SCALE3 ROOF MOUNTED FAN INSTALLATIONNO SCALE4VAV TERMINAL UNIT HEATING WATERCOIL PIPING DETAILNO SCALE5 PROP. UNIT HEATER PIPING DETAILNO SCALE2 INTAKE LOUVER INSTALLATION DETAILNO SCALE7 AIR HANDLER H.W. COIL PIPING DIAGRAMNO SCALE(AHU-A1)4"FIRE/SMOKE DAMPER WHEREREQUIRED, SEE PLANS.CARRY DUCT THROUGHNON-RATED WALL ANDSEAL OPENING.WALL SEE PLANSFOR SIZES.SEE PLANS FORDUCT SIZEACOUSTICALLY LINEDDUCTWORK FORSOUND ABSORBTION.ACCESSDOORPROVIDE ACCESSDOOR ASREQUIRED.COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/15/2021 2:52:58 PM\\data1\citrixprofiles$\pmedley\My Documents\2019_MECH_220144.00_pmedley37KGL.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5055 EAST 131ST STREETCARMEL, INDIANAMECHANICAL DETAILSM5.02PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: MZH317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHP R O FESS IONALENGINEERMARKZ.HOP FNo.PE 12000601STATE OFREGISTERED INDIANAREV.NO.DESCRIPTION DATE 1. ALL LOADS IN EXCESS OF 100 LBS MAY ONLY BE HUNGFROM THE STEEL JOISTS AT THE LOCATIONS INDICATEDWITH A CHECK MARK.2. LOADS IN EXCESS OF 100 LBS ARE NOT TO BE HUNGFROM THE CROSS-HATCHED REGIONS UNLESS ADDITIONALWEB REINFORCING MEMBERS ARE INSTALLED PER THESTRUCTURAL DRAWINGS.3. THIS SECTION APPLIES TO LOADS HUNG FROM BOTH NEWJOISTS AND FROM EXISTING JOISTS.4. SPACE HANGERS OUT SO THAT NOT ALL HANGERS AREATTACHED TO THE SAME JOIST.3AHU-I101SCALE: NTSCONDENSATE DRAINCLEARANCE REQUIRED FOR COIL PULLSDIRECT EXPANSION COOLING COIL4 OR 12" FINAL FILTER (MERV 13)PRE-FILTER (MERV 8)HEATING WATER COILSUPPLY FANPERFORATED INNER LINING (FAN SECTION)ACCESS DOOR W/ SERVICE WINDOWACCESS DOOR1VARIABLE FREQUENCY DRIVEBASE RAIL107-7/8"38-3/4"6"ELEVATION VIEWPLAN VIEW44"234567891011121123434567889910 1112DRAIN PIPE TO MATCH DRAIN OUTLET SIZE.1/4" PER LINEAR FOOTNOTE:PITCH TO DRAIN MIN.PRESSUREEQUAL TO 1/2 OFSTATIC PRESSUREAHU NOTES:LOCKING NUTHANGER RODSUPPORT NUTAT LEAST 6" LONGSHEET STEEL SADDLE,PIPELOCKING NUTHANGER RODSUPPORT NUT14 GAUGE ZINC COATEDHEAVY DUTY CLEVIS HANGERPIPEINSULATIONINSULATIONTO FIT PIPE AND HANGER6" LONG HARDWOOD BLOCKS SHAPED12112TERMINATE TUBING IN AN EMPTY THERMOSTAT COVER.MINIMUM 3/8" O.D. TUBING. EQUALIZE LENGTH OF SENSOR TUBES.PRESSURE SENSORDWYER OUTDOOR STATICNOTES:TRANSMITTER INSIDEWITH DIFFERENTIAL PRESSURE6"X10" HINGED COVER JUNCTION BOXCONDUIT TO DDC SYSTEM1 CONDENSATE TRAP PIPING DETAILNO SCALE(DRAW THROUGH CONFIGURATION)2ACCEPTABLE LOCATION TO HANGLOADS FROM STEEL JOISTSNO SCALE4 MANUAL AIR VENT DIAGRAMNO SCALE5PIPE HANGERS FOR PIPES6" AND SMALLER DETAILNO SCALE7 BUILDING STATIC PRESSURE SENSOR DETAILNO SCALEEQUAL TO UNITSTATIC PRESSURE1" MINIMUM WATER SEALDRAIN PANCLEANOUTREMOVABLETHREADEDCAPSHUT-OFF VALVEDOWNFEED RISERFLOW12" MIN1/2"HORIZONTAL MAIN1/2" SCHEDULE 40 STEELPIPING TO NEAREST OSD,FD OR AS DIRECTEDOR BRANCHCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/15/2021 2:45:52 PM\\data1\citrixprofiles$\pmedley\My Documents\2019_MECH_220144.00_pmedley37KGL.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5055 EAST 131ST STREETCARMEL, INDIANAMECHANICAL DETAILSM5.03PROJECT ISSUE DATE: March 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: MZH317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHP R O FESS IONALENGINEERMARKZ.HOP FNo.PE 12000601STATE OFREGISTERED INDIANAREV.NO.DESCRIPTION DATE SH/SSSSSSD4D4D4D5D1D6D4D1D1D2D7FP CABINETGENERAL NOTES - DEMOLITION1. CONTRACTOR TO VERIFY ALL EXISING CONDITIONS BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK IMPLIES ACCEPTANCE OF EXISTING CONDITIONS.2. EXISTING DEVICES SHOWN ON DRAWING ARE TO BE REPLACED, UNLESS OTHERWISE NOTED. SEE E5-SERIES DRAWINGS FOR ADDITIONAL INFORMATION.COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/16/2021 4:22:08 PM\\data1\citrixprofiles$\bbutler\My Documents\2019_ELEC_220144.00_bbutler@fhai.com.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5055 EAST 131ST STREETCARMEL, INDIANAFIRST FLOOR DEMOLITION PLAN -NEW ADDITIONED.1PROJECT ISSUE DATE: MARCH 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: ISD317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHP R FE S SIONALENGINEERBRIANW.BURTLE No.PE 11600305STATE OFREGISTERED INDIANAO REV.NO.DESCRIPTION DATESCALE: 1/8" = 1'-0"FIRST FLOOR ELECTRICAL DEMOLITION PLANKEYNOTESD1 REMOVE EXISTING SWITCH, REMOVE SWITCHLEG AND PFOVIDE BLANKCOVERPLATE IF WALL REMAINS.D2 RELOCATE EXISTING SURFACE RECEPTACLE TO NORTH WALL FOR NEW DOOROPENING. REWORK CONDUIT AND WIRING.D4 REMOVE EXISTING LIGHTING WITHIN AREA BEING RENOVATED. SEE SHEET E4.1FOR LIMITS. REMOVE WIRING FROM FIXTURES AND TIE BACK FOR REUSE.D5 REMOVE EXISTING POWER AND DATA WIRING FROM FLUSH FLOOR BOXCOMPLETE. PROVIDE BLANK COVERPLATE.D6 REWORK ANY EXISTING ELECTRICALO FOR WALL REMOVAL AS REQUIRED.D7 REMOVE ANY EXISTING ABOVE COUNTER ELECTRICAL AND DATA DEVICES.REMOVE DATA WIRING COMPLETE TO PATCH PANEL. REMOVE WIRING BACK TOEXISTING TO REMAIN. CONDUIT CONCEALED ABOVE CEILING OR IN WALLPOWER SYMBOLSSYMBOLMOUNTING HEIGHT TO BOTTOMDESCRIPTION20 AMP DUPLEX RECEPTACLE FLUSH CEILING MOUNTED , NEMA 5-20R20 AMP DUPLEX RECEPTACLE IN FLUSH FLOOR MOUNTED BOX,NEMA 5-20R. USE A CAST BOX AT GRADE LEVEL, USE A STAMPED STEEL BOX FOR UPPER FLOORS. REFER TO SPECIFICATIONS FOR REQUIREMENTS.20 AMP SINGLE RECEPTACLE, NEMA 5-20R30 AMP, 120 VOLT, SINGLE TWIST LOCK RECEPTACLE, UNO, NEMA L5-30RRED MUSHROOM ABORT SWITCH, WALL MOUNTED44"15 AMP SINGLE RECEPTACLE, SEMI-RECESSED WALL MOUNTED WITH CLOCK HANGER, NEMA 5-15RSPECIAL POWER RECEPTACLE, AMPS, VOLTS AND NEMA CONFIGURATION AS DEFINEDON PLANS BY CODED NOTESINGLE STRAIGHT BLADE, WELDING RECEPTACLE, 60A, 250 VOLT, 3P, 3W, NEMA 15-60RSINGLE STRAIGHT BLADE RECEPTACLE, 30A, 125 VOLT, NEMA 5-30RDISTRIBUTION PANEL, SEE ONE LINE DIAGRAMPOWER SYMBOLSSYMBOLMHDESCRIPTION-PUSH BUTTON STATION, ON/OFFPUSH BUTTON STATION, UP/DOWN/STOPPHOTOCELL AIMED NORTHRECESSED WALL BOX FOR HAIR DRYER. CIRCUIT WITH 2#10, #10G IN 3/4" C TO PANEL INDICATEDRECESSED WALL BOX FOR HAND DRYER. CIRCUIT WITH 2#10, #10G IN 3/4" C TO PANEL INDICATEDSURFACE CIRCUIT BREAKER PANELBOARD, SEE ONE LINE DIAGRAMPUSH BUTTON STATION, TYPE INDICATEDMAGNETIC STARTER, 30 AMP -3 POLE, NEMA SIZE 1, UNO WITH H.O.A. SWITCH AND RED PILOT LIGHT (RUNNING).COMBINATION MAGNETIC MOTOR STARTER, WITH 30 AMP -3 POLE CIRCUIT BREAKER DISCONNECT SWITCH, NEMA SIZE 1, UNO WITH H.O.A. SWITCH AND RED PILOT LIGHT (RUNNING).COMBINATION MAGNETIC MOTOR STARTER, WITH 30 AMP -3 POLE MOTOR CIRCUIT PROTECTOR (MCP) DISCONNECT SWITCH, NEMA SIZE 1, UNO WITH H.O.A. SWITCH AND RED PILOT LIGHT (RUNNING).DIGITAL TIME CLOCK SWITCHSOLENOID VALVETHERMOSTATMOTORDRY TYPE TRANSFORMERRELAYAQUASTATCOMBINATION MAGNETIC MOTOR STARTER, WITH 30 AMP -3 POLE FUSED DISCONNECT SWITCH, NEMA SIZE 1, UNO, WITH H.O.A. SWITCH AND RED PILOT LIGHT (RUNNING).VARIABLE FREQUENCY CONTROLLER, FURNISHED BY DIV. 23 CONTRACTOR, INSTALLED BY DIV. 26 CONTRACTOR, UNO. COORDINATE FINAL MOUNTING HEIGHT. GENERATOR ANNUNCIATOR PANELELECTRICALLY HELD CONTACTOR WITH H-O-A SWITCH, 30A -3P, UNO. REFER TO SPECIFICATION FOR REQUIREMENTS. UTILITY POLECIRCUIT BREAKER DISCONNECT SWITCH, 30A -3 POLE, UNOCOMMUNICATIONS/POWER POLE PRE-WIRED WITH 2 DUPLEX RECEPTACLES, WITH TWO J BOX ABOVE CEILING. REFER TO SPECIFICATIONS FOR REQUIREMENTS.MANUAL MOTOR STARTER, NO OVERLOADS. FLUSH MOUNTED IN FINISH SPACES.OCCUPANCY SENSOR -CEILING MOUNTED (UNO), HIGH BAY INFRARED, 360 DEGREE PATTERN,36' DIA. COVERAGE PATTERN (MIN.) AT 20' MOUNTING HEIGHT. PROVIDE WITH RELAY OPTION.LIGHTING SYMBOLSSYMBOLMHDESCRIPTIONMANUAL MOTOR STARTER WITH THERMAL OVERLOAD PROTECTION, UNO.FLUSH MOUNTED IN FINISH SPACES.HIGH CAPACITY FLOOR BOX WITH 4 DUPLEX RECEPTACLES, NEMA 5-20R, UNO FOR POWER AND DATA. REFER TO SPECIFICATIONS FOR REQUIREMENTS.TWO 20 AMP DUPLEX RECEPTACLES IN BOX WITH COVER PLATE, PENDANT MOUNTED WITH 3/C, SJO CORD AND STRAIN RELIEF GRIPS.SFHB-44"-------48"-60"56"-48"48"-44"16"CLG16"--84"JUNCTION BOX, PIGTAIL INDICATED FLEXIBLE CONDUIT CONNECTION TO EQUIPMENTC30PCDHTCRASVTVFCGAPCBJCONDUIT CONCEALED IN OR BELOW FLOOR, OR UNDER GROUNDCEILING PADDLE FAN WITH JUNCTION BOX SECURELY MOUNTED TO STRUCTURECLG16"16"76"44"44"48"48"48"60"44"RECESSED ADA PUSH BUTTON FOR AUTOMATIC DOOR OPERATOR, FURNISHED BY OTHERS, INSTALLED BY DIV. 2644"UTILITY METER20 AMP DUPLEX RECEPTACLE IN FIRE RATED POKE-THRU FLOOR DEVICE, NEMA 5-20R. REFER TO SPECIFICATIONS FOR REQUIREMENTS. 20 AMP DUPLEX RECEPTACLE IN PEDESTAL MOUNTED ABOVE FLOOR SERVICE FITTING, NEMA 5-20R. REFER TO SPECIFICATIONS FOR REQUIREMENTS.2 CHANNEL MULTIOUTLET SURFACE RACEWAY ASSEMBLY WITH DUPLEXRECEPTACLES AND DATA OUTLETS. SEE TECHNOLOGY DRAWINGS. QUANTITY AS SHOWN OR PER SPEC.REFRIGERANT DETECTION AND ALARM: REFRIGERANT MONITOR CONTROL PANELREFRIGERANT DETECTION AND ALARM: SENSORREFRIGERANT DETECTION AND ALARM: NOTIFICATION APPLIANCEREFRIGERANT DETECTION AND ALARM: SELF CONTAINED BREATHING APPARATUSJTP-56"--56"RRRAPRBAMSINGLE CHANNEL MULTIOUTLET SURFACE RACEWAY PRE-WIRED ASSEMBLY WITH SINGLE RECEPTACLES. QUANTITY PER SPEC.-WRDSINGLE STRAIGHT BLADE, RANGE RECEPTACLE, 50A, 125/250 VOLT, 3P, 4W, NEMA 14-50RSINGLE STRAIGHT BLADE, SPECIAL RECEPTACLE, 20A, 125/250 VOLT, 3P, 4W, NEMA 14-20RSINGLE STRAIGHT BLADE, GROUNDED DRYER RECEPTACLE, 30A, 125/250 VOLT, 3P, 4W, NEMA 14-30R44"8"32"HCTTSMX20 AMP, 125 VOLT, NEMA 5-20R DUPLEX RECEPTACLE WITH COMMON COVER PLATE MOUNTED VERTICALLY +16" TO BOTTOM. LETTER(S) IN FRONT INDICATES LOAD TYPE, SEE BELOW. SINGLE LINE INDICATES HORIZONTAL MOUNTING, DOUBLE LINE INDICATE QUAD, DARK CENTER INDICATES ABOVE COUNTERTOP MOUNTING (44") NEMA 5-20R, UNO. CIRCUIT NUMBER (e.g. "1AL1-1") ADJACENT TO THE SYMBOL ON PLANS INDICATES PANELBOARD/CIRCUIT NUMBER SERVING RECEPTACLE, UNO.FBRECEPTACLE WITH 20 AMP SINGLE POLE SWITCH IN 2 GANG BOX AND COMMON COVER PLATECCASEWORK, COORDINATE WITH ARCHITECTURALCOCOPY MACHINECMCOFFEE MAKERERED RECEPTACLE AND STAINLESS COVER PLATE, CONNECT TO BACKUP POWERGFGROUND FAULT CIRCUIT INTERRUPTING TYPEIISOLATED GROUNDMMONITOR -60" AFFMWMICROWAVERREFRIGERATOR -48" AFFTLTWIST LOCKTRTAMPER RESISTANTUDUPLEX RECEPTACLE WITH (2) USB PORTSURUNDER COUNTER REFRIGERATORVVENDING MACHINE, FEED FROM 30 mA GFCI BREAKER IN PANELBOARD.VPWALL MOUNTED VIDEO PROJECTOR, 96" AFF UNOWBWHITEBOARDWCELECTRIC WATER COOLER. FEED FROM 5 mA GFCI BREAKER IN PANELBOARD.WFWASHFOUNTAIN/LAVATORY. CONNECT TO NEAREST THROUGH FEED GFCI RECEPTACLE.WMWASHING MACHINE. FEED FROM 30 mA GFCI BREAKER IN PANELBOARD. WPWEATHER RESISTANT GFCI WITH IN-USE TYPE WEATHERPROOF COVER HINGED AT TOPXEXPLOSION PROOFFSPDSURGE PROTECTIVE DEVICE. REFER TO SPECIFICATION FOR REQUIREMENTS. CONTROL PANEL SUPPLIED BY VENDOR, INSTALLED AND WIRED BY CONTRACTOR. COORDINATE FINAL MOUNTING HEIGHT-CP44"STSPRING WOUND TIMER, HP RATEDFLUSH MOUNTED CIRCUIT BREAKER PANELBOARD, SEE ONE LINE DIAGRAM--48"100A-3PCCOMBINATION ELECTRICALLY HELD CONTACTOR, WITH H-O-A SWITCH AND 30 AMP -3P CIRCUIT BREAKER DISCONNECT SWITCH, UNO. REFER TO SPECIFICATION FOR REQUIREMENTS. 48"CLG---ELECTRONIC SCOREBOARD, WALL MOUNTED. FURNISHED BY OTHERS INSTALLED BY DIV 26SHOT CLOCK, WALL MOUNTED. FURNISHED BY OTHERS INSTALLED BY DIV 26SC BD.SCCLGCLGATSAUTOMATIC TRANSFER SWITCH, REFER TO SINGLE LINE DIAGRAM. COORDINATE FINAL MOUNTING HEIGHT. REFER TO SPECIFICATIONS FOR REQUIREMENTS60"SCCONTROL SWITCH FOR DEVICES SUCH AS MOTORIZED SHADES, SOLAR LIGHT TUBES,PROJECTION SCREENS, ETC. FURNISHED BY OTHERS, INSTALLED FLUSH MOUNTED WITHCOVER PLATE AND WIRED BY DIV. 2644"OCCUPANCY SENSOR -CEILING MOUNTED, ULTRASONIC AND INFRARED SENSOR FOR CORRIDOR & HALLWAY APPLICATIONS, 56'x16' (MIN.) RECTANGULAR SHAPED COVERAGE PATTERN. PROVIDE WITH RELAY OPTION. "Ʌ" PORTION OF SYMBOL INDICATES AIMING OF ULTRASONIC SENSORS.OCCUPANCY SENSOR -CEILING MOUNTED, DUAL TECHNOLOGY, 360 DEGREE PATTERN, 2000 S.F. COVERAGE. PROVIDE WITH RELAY OPTION. "Ʌ" PORTION OF SYMBOL INDICATES AIMING OF ULTRASONIC SENSORS.T16"MANUAL MOTOR STARTER WITH THERMAL OVERLOAD PROTECTION AND PILOT LIGHT, UNO.FLUSH MOUNTED IN FINISH SPACES.SMP44"44"SINGLE FLUSH BOX WITH FOUR USB CHARGING PORTS, WITH DECORA STYLE COVER PLATE;MOUNTED ABOVE COUNTERTOP HEIGHT, UNOFUSED DISCONNECT, 3 POLE, NEMA 1, UNO. 30 AMP UNO. -WP SUFFIX DESIGNATES NEMA 3R ENCLOSURE. -WP4X SUFFIX DESIGNATES NEMA 4X STAINLESS STEEL ENCLOSURE.U1AL1-1NON-FUSED DISCONNECT, 3 POLE, NEMA 1, UNO. 30 AMP UNO. -WP SUFFIX DESIGNATES NEMA 3R ENCLOSURE. -WP4X SUFFIX DESIGNATES NEMA 4X STAINLESS STEEL ENCLOSURE.48"MOMENTARY CONTACT SNAP KEYED SINGLE POLE SWITCH, DOUBLE THROW, CENTER-OFF KEY OPERATED SWITCH, NUMBER INDICATES NUMBER OF POLES, 277V, 20A, FLUSH UNO SINGLE POLE SWITCH, 277V, 20A, FLUSH UNO WITH LIGHTED HANDLE SINGLE POLE SWITCH, 277V, 20A, FLUSH UNO WITH PILOT LIGHTSWITCH, NUMBER INDICATES NUMBER OF POLES, 277V, 20A, FLUSH UNO WALL BOX DIMMER 277V, 1200 WATT MINIMUM, FLUSH, UNO. PROVIDE WATTAGE SIZE TO EXCEED CIRCUIT LOADLIGHTING CONTACTOR, MECHANICALLY HELD, 30A -3P WITH H-O-A SWITCH, UNOSMKSKSLSPS3LC48"LIGHTING RELAY PANEL-LRPDOWNLIGHT LUMINAIRE, APPROXIMATE SIZE INDICATED-WALL MOUNTED EXIT SIGN, DIRECTIONAL ARROWS AS SHOWNCEILING MOUNTED EXIT SIGN, SHADED PORTION(S) INDICATES SINGLE OR DOUBLE FACEARM MOUNTED AREA LUMINAIREPOLE TOP AREA LUMINAIRETRACK HEAD LUMINAIREDOWNLIGHT LUMINAIRE CONNECTED TO EMERGENCY SYSTEM AS INDICATEDWALL SCONCE LUMINAIREEMERGENCY LIGHTING UNIT WITH 2 HEADS AND BATTERYWALL-BRACKET LUMINAIRE, APPROXIMATE SIZE INDICATEDWALL-BRACKET LUMINAIRE CONNECTED TO EMERGENCY SYSTEM AS INDICATEDRECESSED LUMINAIRE, APPROXIMATE SIZE INDICATED. ("NL", INDICATES NIGHT LIGHT FIXTURES)RECESSED LUMINAIRE CONNECTED TO EMERGENCY SYSTEM AS INDICATEDSURFACE OR PENDANT MOUNTED LUMINAIRE, APPROXIMATE SIZE INDICATEDPENDANT LUMINAIRE, APPROXIMATE SIZE INDICATEDPENDANT LUMINAIRE CONNECTED TO EMERGENCY SYSTEM AS INDICATEDSURFACE OR PENDANT MOUNTED LUMINAIRE CONNECTED TO EMERGENCY SYSTEM AS INDICATEDAIMABLE LUMINAIRE, CARROT INDICATING DIRECTION OF AIMINGCLG--CLG76"---CLG--96"-SDCICUMOMENTARY CONTACT SNAP SINGLE POLE SWITCH, DOUBLE THROW, CENTER-OFF SMC44"DSDAYLIGHT SENSORCLG48"LCCOMBINATION LIGHTING CONTACTOR, MECHANICALLY HELD, WITH H-O-A SWITCH AND 30A -3P CIRCUIT BREAKER, UNOCLGCLGCLGCLGCLGCLGSINGLE POLE SWITCH, 277V, 20A, FLUSH UNO TYPICAL, SUBSCRIPT a, b, c INDICATES WHICHLUMINAIRE THAT WILL BE CONTROLLED VIA SWITCH LEG SaCTCIWTOCCUPANCY SENSOR -CEILING MOUNTED, INFRARED, 360 DEGREE PATTERN, 1200 S.F. COVERAGE (MIN.). PROVIDE WITH RELAY OPTION.OCCUPANCY SENSOR -CEILING MOUNTED, ULTRASONIC, 360 DEGREE PATTERN, 2000 S.F. COVERAGE. PROVIDE WITH RELAY OPTION. "Ʌ" PORTION OF SYMBOL INDICATES AIMING OF ULTRASONIC SENSORS.OCCUPANCY SENSOR -CEILING MOUNTED, DUAL TECHNOLOGY, DIRECTIONAL/180 DEGREEPATTERN, 1200 S.F. COVERAGE (MIN.). PROVIDE WITH RELAY OPTION. PROVIDE WITH CEILINGMOUNTING BRACKET ACCESSORY IF NOT SUPPLIED AS STANDARD WITH SENSOR. "Ʌ" PORTION OF SYMBOL INDICATES AIMING.OCCUPANCY SENSOR -CEILING MOUNTED, INFRARED, DIRECTIONAL/180 DEGREEPATTERN, 1200 S.F. COVERAGE (MIN.). PROVIDE WITH RELAY OPTION. PROVIDE WITH CEILINGMOUNTING BRACKET ACCESSORY IF NOT SUPPLIED AS STANDARD WITH SENSOR. "Ʌ" PORTIONOF SYMBOL INDICATES AIMING.OCCUPANCY SENSOR -WALL MOUNTED, DUAL TECHNOLOGY, 180 DEGREE PATTERN, 1200 S.F. COVERAGE (MIN.). PROVIDE WITH RELAY OPTION.OCCUPANCY SENSOR -WALL SWITCH TYPE, DUAL TECHNOLOGY WITH MANUAL OVERRIDE SWITCH96"CLGCLG44"44"44"44"44"44"44"44"44"CDCLGOCCUPANCY SENSOR -CEILING MOUNTED, DUAL TECHNOLOGY, 360 DEGREE PATTERN, 2000 S.F. COVERAGE. PROVIDE WITH RELAY OPTION. "Ʌ" PORTION OF SYMBOL INDICATES AIMING OF ULTRASONIC SENSORS. PROVIDE WITH INTEGRAL DAYLIGHT SENSOR. WIOCCUPANCY SENSOR -WALL MOUNTED, INFRARED, 180 DEGREE PATTERN, 1200 S.F. COVERAGE (MIN.). PROVIDE WITH RELAY OPTION.96"ST44"OCCUPANCY SENSOR -DUAL LEVEL WALL SWITCH TYPE, DUAL TECHNOLOGY WITH MANUAL OVERRIDE SWITCHST44"OCCUPANCY SENSOR -WALL SWITCH TYPE,INFRARED WITH MANUAL OVERRIDE SWITCHSI2-----RECESSED ADA DOUBLE PUSH BUTTON FOR DUAL AUTOMATIC DOOR OPERATORS, FURNISHED BY OTHERS, INSTALLED BY DIV. 2644"ADDRESSABLE INTERFACE DEVICEFIRE ALARM SYMBOLSSYMBOLMHDESCRIPTIONROUND INDICATES CEILING MOUNTED,SQUARE INDICATES DUCT MOUNTED, PHOTOELECTRIC SMOKE DETECTORFIRE ALARM ANNUNCIATION PANELFIRE ALARM POWER SUPPLYMANUAL FIRE ALARM PULL STATION, AND AUDIBLE AND VISIBLE NOTIFICATION APPLIANCE ABOVE (HORN/STROBE), WALL MOUNTEDHEAT DETECTOR, 190 DEGREES F FIXED TEMPERATURE (UNO), CEILING MOUNTEDLEGENDNOTESMOKE DETECTOR BEAM TRANSMITTERSMOKE DETECTOR BEAM RECEIVERSMOKE DAMPER ACTUATOR AND ASSOCIATED SMOKE DETECTOR, TYPE PER PLANSMANUAL FIRE ALARM PULL STATION, WALL MOUNTEDWATER FLOW SWITCH CONNECTIONVOICE/ALARM COMMUNICATIONS HORN TYPE LOUDSPEAKER, CEILING MOUNTED, EXTRA LINE INDICATES WALL MOUNTING AT 96" AFFSURFACE FIRE ALARM MAGNETIC DOOR HOLDERELECTRONIC RELEASE DOOR CLOSERSUPERVISORY VALVE TAMPER SWITCH CONNECTIONFIRE ALARM CONTROL PANEL FIRE ALARM BELL, WALL MOUNTED, WEATHERPROOF WHERE EXTERIOR MOUNTED-CLG56"--44"/80"---44"--6" BELOW TOP OF DOOR-AIDFAAFAPFAPSFTRSDFFSSVLLSSFHS96"CLGDDDBHSDPVKHMICRO SWITCH IN KITCHEN HOOD FOR FIRE SUPPRESSION SYSTEM. SUPPLIED BY OTHERS, WIRED BY EC.POST INDICATOR VALVE TAMPER SWITCHHOOD-VOICE/ALARM COMMUNICATIONS LOUDSPEAKER, CEILING MOUNTED, EXTRA LINE INDICATES WALL MOUNTING AT 96" AFFCLGVOICE/ALARM COMMUNICATION AUDIBLE AND VISIBLE NOTIFICATION DEVICE (SPEAKER/STROBE), CEILING MOUNTED, EXTRA LINE INDICATES WALL MOUNTING AT 80" AFFCLGCLGCLGAUDIBLE AND VISIBLE NOTIFICATION APPLIANCE (HORN/STROBE), CEILING MOUNTED, EXTRA LINE INDICATES WALL MOUNTING AT 80" AFFVISIBLE NOTIFICATION APPLIANCE (STROBE), CEILING MOUNTED, EXTRA LINE INDICATES WALL MOUNTING AT 80" AFFFSVFSVSTTTTSHSURFACE SECURITY ALARM MAGNETIC DOOR HOLDER6" BELOW TOP OF DOOR1. THE TERM "PROVIDE" INDICATES CONTRACTOR SHALL FURNISH AND INSTALL ITEMS AND CONNECT AS REQUIRED TO OBTAIN A COMPLETE AND OPERABLE SYSTEM.2. COORDINATE DEVICE LOCATIONS WITH ARCHITECTURAL PLANS, CASEWORK, WINDOWS, WALL FINISHES, EQUIPMENT , AND OTHER TRADES PRIOR TO ROUGH IN. DEVICES ARE INTENDED TO BE ACCESSIBLE, DO NOT INSTALL BEHIND CASEWORK, DOORS OR EQUIPMENT UNLESS INDICATED ON PLANS. NOTIFY ARCHITECT IN WRITING OF CONFLICTS PRIOR TO PROCEEDING WITH WORK.3. WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ALL LOCAL, STATE AND NATIONAL CODES INCLUDING, BUT NOT LIMITED TO NFPA 70 (NATIONAL ELECTRIC CODE), NFPA 72, NFPA 101, INTERNATIONAL BUILDING CODE, ETC.4. CONFLICTS BETWEEN THE APPLICABLE CODES, STANDARDS, AND THE PLANS AND SPECIFICATIONS SHALL BE SUBMITTED TO THE ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH WORK.5. REFER TO E8.1 FOR LUMINAIRE SCHEDULE.6. REFER TO E8 SERIES FOR PANEL SCHEDULES. 7. E3 SERIES DRAWINGS ARE FOR TECHNOLOGY ROUGH-INS8. REFER TO TECHNOLOGY PLANS, T1 SERIES FOR COMMUNICATIONS, SECURITY AND ACCESS CONTROL.9. CONTRACTOR SHALL FOLLOW SEISMIC RESTRANT AND DESIGN REQUIREMENTS CONTAINED IN LATEST ADOPTED STATE AND INTERNATIONAL BUILDING CODES WITH ALL AMENDMENTS AS ADOPTED.10. ADDITIONAL ELECTRICAL REQUIREMENTS MAY BE SHOWN ON PLANS FROM OTHER DISCIPLINES IN THIS SET. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL PLANS AND SPECIFICATIONS FOR A COMPLETE UNDERSTANDING OF THE PROJECT REQUIREMENTS. 11. WHERE CONFLICTS ARE FOUND BETWEEN DRAWINGS, DETAILS, OR SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL APPLY. NOTIFY ARCHITECT OF DISCREPANCY IN WRITING. 12. INITIATING WORK CONSTITUTES CONTRACTOR ACCEPTANCE OF THE EXISTING CONDITIONS ASSOCIATED WITH THE WORK IN QUESTION.13. CONTRACTOR SHALL CONTACT UTILITIES AND VERIFY UTILITY REQUIREMENTS PRIOR TO COMMENCING CONSTRUCTION. CONFLICTS BETWEEN UTILITY REQUIREMENTS AND THE PLANS OR SPECIFICATIONS SHALL BE SUBMITTED TO THE ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH THE UTILITY COMPANY TO REVIEW REQUIREMENTS. INCOMING SERVICE CONDUITS AND SUBSTRUCTURES SHALL BE INSTALLED PER UTILITY COMPANY STANDARDS. 14. THESE DRAWINGS AND SPECIFICATIONS DO NOT INDICATE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND SAFE PRACTICES. 15. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CANNOT SHOW EVERY CONNECTION, JUNCTION BOX, WIRE, AND CONDUIT, ETC. THE EXACT LOCATIONS AND ARRANGEMENT OF PARTS SHALL BE DETERMINED AS THE WORK PROGRESSES. ITEMS NOT INDICATED ON DRAWINGS REASONABLY INFERRED TO BELONG TO THE WORK DESCRIBED SHALL BE FURNISHED AND INSTALLED TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM.16. WORK SHALL BE COORDINATED WITH EXISTING CONDITIONS, NEW CONSTRUCTION, OWNER'S VENDORS, OTHER TRADES, AND THEIR DOCUMENTS. THE CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING HIS BID. CONTRACTOR SHALL CONTACT OWNER FOR AN APPOINTMENT TO VISIT THE SITE. 17. AN INSULATED GROUND CONDUCTOR SIZED PER NEC SHALL BE PROVIDED WITH EACH FEEDER AND BRANCH CIRCUIT. 18. PROVIDE A DEDICATED NEUTRAL FOR EACH LINE TO NEUTRAL CIRCUIT. MULTI-WIRE BRANCH CIRCUITS ARE NOT PERMITTED UNLESS SPECIFICALLY INDICATED ON PLANS.19. MINIMUM WIRE SIZE IS #12 AWG. SEE SPECIFICATIONS FOR MINIMUM CONDUIT SIZE. 20. CONDUIT SHALL BE CONCEALED WHEREVER POSSIBLE ABOVE CEILINGS, INSIDE WALLS, OR UNDER FLOOR SLAB WHERE SHOWN ON DRAWINGS. IN AREAS WITH NO CEILING, RUN EXPOSED CONDUIT AS HIGH AS POSSIBLE AND PARALLEL TO NEARBY SURFACES OR EXISTING RACEWAYS. CONDUIT SHALL NOT BE INSTALLED IN FLOOR SLAB UNLESS SPECIFICALLY INDICATED ON PLANS AND WHERE APPROVED BY STRUCTURAL ENGINEER. DO NOT INSTALL MC CABLE IN EXPOSED LOCATIONS. 21. CONTRACTOR SHALL PROVIDE RIGID METAL SLEEVES TO FACILITATE PATHWAYS THROUGH FULL HEIGHT WALLS FOR ELECTRICAL AND TELECOMMUNICATION WIRING. 22. PROVIDE TEMPORARY OR PERMANENT END CAPS FOR STUBBED CONDUITS. PROVIDE INSULATED THROAT BUSHINGS FOR CONDUITS INTENDED TO REMAIN OPEN ENDED. 23. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF FIRE RATED ASSEMBLIES AND SMOKE BARRIERS. SEAL PENETRATIONS IN ACCORDANCE WITH UL AND PROJECT SPECIFICATIONS. 24. MOUNTING HEIGHTS FOR WALL MOUNTED DEVICES INDICATED ABOVE FINISHED FLOOR ARE TO BOTTOM OF DEVICE UNO. MOUNTING HEIGHTS TO CEILING SUSPENDED DEVICES ARE TO BOTTOM OF DEVICE UNO. 25. PROVIDE SOUND INSULATING PUTTY AROUND DEVICES INSTALLED ON OPPOSITE SIDES OF A WALL IN THE SAME VERTICAL CHANNEL. IF DEVICES ARE LOCATED AT LEAST 8" HORIZONTALLY APART NO SOUND INSULATING PUTTY IS REQUIRED. 26. COORDINATE CEILING MOUNTED DEVICES WITH MECHANICAL AND ARCHITECTURAL REFLECTED CEILING PLANS. NOTIFY ARCHITECT IN WRITING OF CONFLICTS PRIOR TO PROCEEDING WITH WORK. 27. JUNCTION BOXES LOCATED ABOVE ACCESSIBLE CEILINGS SHALL BE LOCATED NO MORE THAN 36” ABOVE CEILING LEVEL. LABEL EACH BOX IN AREA OF WORK WITH A PERMANENT MARKER OR IN ACCORDANCE WITH SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 28. CONDUITS DESIGNATED AS EMPTY OR FUTURE SHALL BE PROVIDED WITH A #12 PULL LINE. OPEN ENDED CONDUITS SHALL BE PROVIDED WITH INSULATED THROAT BUSHINGS. 29. FOR LUMINAIRES, CIRCUIT NUMBER IS SHOWN ONLY ONCE IN EVERY ROOM. PROVIDE CIRCUIT INDICATED TO EVERY LIGHT FIXTURE INDICATED IN SAME ROOM UNLESS OTHERWISE INDICATED.30. QUANTITY AND LOCATION OF TAMPER AND FLOW SWITCHES IS FOR BIDDING PURPOSES ONLY. VERIFY EXACT QUANTITY AND LOCATIONS WITH SPRINKLER CONTRACTOR PRIOR TO FIRE ALARM SHOP DRAWING SUBMITTAL.31. ELECTRICAL PANELS INCLUDING BUT NOT LIMITED TO FIRE ALARM CONTROL PANELS, LIGHTING CONTROL PANELS, POWER DISTRIBUTION WILL HAVE A MAX DEVICE HEIGHT OF 72" AFF. 32. PROVIDE GROUNDING TYPE EXPANSION FITTINGS OR OTHER APPROVED METHODS TO ALLOW FOR EXPANSION, CONTRACTION, AND DEFLECTION WHERE CONDUITS CROSS BUILDING EXPANSION JOINTS.33. PROVIDE SEPARATE RACEWAY FOR EMERGENCY SYSTEM WIRING PER NEC ARTICLE 700. MINIMUM WIRE SIZE #10AWG.34. ALL CONDUITS SHALL INCLUDE AN INSULATED GROUND WIRE, SIZED PER N.E.C.35. AUTODOORS AND WHEELCHAIR LIFT PROVIDED AND INSTALLED BY OTHERS. PROVIDE CONDUIT AND BOX ROUGH-INS FOR MOTORS AND PUSHBUTTONS. MAKE FINAL POWER CONNECTIONS. ALL CONTROL WIRING BY OTHERS.36. MASONRY LOAD-BEARING WALLS AND MASONRY SHEAR WALLS: DO NOT PENETRATE CMU WALLS INDICATED AS BEARING WALLS AND SHEAR WALLS ON STRUCTURAL DRAWINGS UNLESS NOTED OTHERWISE ON PLAN. DO NOT CORE THROUGH CMU BOND BEAMS OR LINTELS. DO NOT CUT ANY VERTICAL REINFORCING IN CMU WALLS. OBTAIN PRIOR APPROVAL FROM ENGINEER BEFORE PENETRATING ANY OF THE STRUCTURAL ELEMENTS LISTED ABOVE.37. CONCRETE BEARING WALLS AND BEAMS:DO NOT PENETRATE CONCRETE WALLS INDICATED AS BEARING WALLS AND SHEAR WALLS ON STRUCTURAL DRAWINGS UNLESS NOTED OTHERWISE ON PLAN. DO NOT CORE THROUGH CONCRETE BEAMS , GIRDERS, OR COLUMNS. DO NOT CUT ANY VERTICAL REINFORCING IN CONCRETE WALLS. OBTAIN PRIOR APPROVAL FROM STRUCTURAL ENGINEER BEFORE PENETRATING ANY OF THE STRUCTURAL ELEMENTS LISTED ABOVE. 38. STEEL FRAMING:DO NOT CUT OR CORE THROUGH ANY STRUCTURAL STEEL BEAMS, GIRDERS, OR COLUMNS UNLESS NOTED OTHERWISE ON PLAN. NOTIFY ENGINEER OF POTENTIAL CONFLICTS BETWEEN FRAMING AND ELECTRICAL WORK.39. CONCRETE FLOOR SYSTEMS (APPLIES TO CONCRETE BLDG. OR STEEL WITH CONCRETE DECK, MASONRY W/ CONC. FLOOR):DO NOT CUT HOLES OR CORE THROUGH CONCRETE FLOOR SLAB UNLESS NOTED OTHERWISE ON PLAN OR IN TYPICAL STRUCTURAL DETAILS. PENETRATIONS THROUGH EXISTING SLABS SHALL BE X-RAYED PRIOR TO CORING HOLES. NO EXISTING REINFORCEMENT SHALL BE CUT WITHOUT PERMISSION OF THE STRUCTURAL ENGINEER. PENETRATIONS THROUGH EXISTING BEAMS AND COLUMNS IS NOT PERMITTED.40. PROVIDE THE FOLLOWING ADDITIONAL DEVICES. INSTALL WHERE DIRECTED BY ARCHITECT/ENGINEER. INCLUDE CONDUIT AND WIRE AND CONNECT TO NEAREST PANELBOARD OR APPLICABLE SYSTEM AS REQUIRED. PROVIDE CUTTING AND PATCHING, AND ALL REQUIRED ACCESSORIES. AT PROJECT COMPLETION, TURN OVER ALL UNUSED DEVICES FROM LIST BELOW AND INCLUDE ON OWNER SIGN-OFF RECEIPT FOR EXTRA MATERIALS.a. (1) FIRE-ALARM SYSTEM SMOKE OR HEAT DETECTORS.b. (1) FIRE-ALARM SYSTEM DUCT SMOKE DETECTORS.c. (1) FIRE-ALARM SYSTEM VISIBLE NOTIFICATION APPLIANCES.d. (1) FIRE-ALARM SYSTEM COMBINATION HORN AND VISIBLE NOTIFICATION APPLIANCES.e. (2) 20 AMP CIRCUITS WITH 8 RECEPTACLES EACH, CONDUIT, WIRE, COVER PLATES, DEVICE BOXES AND CIRCUIT BREAKERS CONNECTED WITH 4#10, 3/4-INCH CONDUIT LOCATED WITHIN 120-FEET OF NEAREST 120V PANELBOARD.f. (1) OCCUPANCY SENSORS, ANY TYPE AS DIRECTED BY ARCHITECT/ENGINEER.ELECTRICAL GENERAL NOTES#NUMBER(N)P(N)WNUMBER OF POLES, NUMBER OF WIRESACUAIR CONDITIONING UNITAFAMP FRAMEAFCABOVE FINISHED COUNTERTOPAFFABOVE FINISHED FLOORAFGABOVE FINISHED GRADEAHUAIR HANDLER UNITAICAMPERE INTERRUPTING CAPACITYAIDADDRESSABLE INTERFACE DEVICEARAS REQUIREDATAMP TRIPATSAUTOMATIC TRANSFER SWITCHAWGAMERICAN WIRE GAUGEA/VAUDIO VISUALBBLANKBPSBOLTED-PRESSURE CONTACT SWITCHCCONDUIT (GENERIC TERM FOR RACEWAY,PROVIDE AS SPECIFIED)CdCANDELACLGCEILING MOUNTEDCAMCAMERACLLIGHTING CONTACTORCOLCOLUMNCMFCOMBINATION MOTOR FUSIBLE STARTERCUHCABINET UNIT HEATERDDEMO TABLEDCDIRECT CURRENTDEDDEDICATED DEVICE ON INDIVIDUAL BRANCH CIRCUITDFDUAL FACEDIADIAMETERDISTRDISTRIBUTIONDPSTDOUBLE POLE SINGLE THROWDPDTDOUBLE POLE DOUBLE THROWDTDUST-TIGHTEBJEQUIPMENT BONDING JUMPER ON LOADSIDE OF AN OVER-CURRENT DEVICEECELECTRICAL CONTRACTOREMWIRED ON EMERGENCY CIRCUITEOLEND OF LINEETREXISTING TO REMAINEWCELECTRIC WATER COOLEREXEXISTINGFFLUSHF@FUSED ATFAFIRE ALARMFBOFURNISHED BY OTHERSFCUFAN COIL UNITFDNFOUNDATIONFPBFAN POWERED BOXFREFIBERGLASS REINFORCED EPOXY CONDUITFSFLOW SWITCHH-O-AHAND-OFF-AUTOHTPHEAT PUMPKECKITCHEN EQUIPMENT CONTRACTORK/OKNOCK-OUTLFMCLIQUIDTIGHT FLEXIBLE METALLIC CONDUITLFNCLIQUIDTIGHT FLEXIBLE NONMETALLIC CONDUITLSLIMIT SWITCHLSIGLONG TIME, SHORT TIME, INSTANTANEOUSAND GROUND FAULT TRIP ADJUSTMENTS TOBE PROVIDED ON A CIRCUIT BREAKERLVLOW VOLTAGEELECTRICAL ABBREVIATIONSABBREVIATIONS USED ON THE CONTRACT DOCUMENTS, INCLUDE BUT ARE NOT LIMITED TO THOSE LISTED BELOWMATVMASTER ANTENNA TVMBJMAIN BONDING JUMPERMC/ERMAIN CROSS-CONNECT/EQUIPMENT ROOMMCBMAIN CIRCUIT BREAKERMCCMOTOR CONTROL CENTERMDPMAIN DISTRIBUTION PANELM.H.MANHOLE (ON SITE PLAN)MHMOUNTING HEIGHT (ON PLAN), ALL MOUNTING HEIGHTS FOR DEVICE BOXES ARE FROM FINISHED FLOOR TO BOTTOM OF BOX, UNO. VERIFYOUTLET LOCATIONS WITH OTHER TRADES BEFORE ROUGH-INMLOMAIN LUGS ONLYMODMOTOR OPERATED DISCONNECT SWITCHMOCPMAXIMUM OVER-CURRENT PROTECTIONMSBMAIN SWITCHBOARDMSCMOTOR STARTER CENTERMTDMOUNTEDMTGMOUNTINGMTSMANUAL TRANSFER SWITCHMVMEDIUM VOLTAGEMZUMULTI-ZONE HVAC UNITNGROUNDED CIRCUIT CONDUCTOR (NEUTRAL)+NINDICATES MOUNTING HEIGHT (N) TO BOTTOM OF DEVICE FROM FINISH FLOOR, UNON/ANOT APPLICABLENCNORMALLY CLOSEDNFSNONFUSIBLE SWITCHNICNOT IN CONTRACTNLNIGHT LIGHTNMNONMETALLIC SHEATHED CABLENONORMALLY OPENNRTLNATIONALLY RECOGNIZED TESTING LABNTSNOT TO SCALEOCON CENTEROCPDOVER-CURRENT PROTECTIVE DEVICEPAPUBLIC ADDRESS SYSTEMPBPULL BOXPEPNEUMATIC/ELECTRICPHPROPELLER HEATERPIVPOST INDICATING VALVEPRPAIRPUHPROPELLER UNIT HEATERRRELEASERAFRETURN AIR FANRTRAIN-TIGHTRVSREDUCE VOLTAGE STARTERSSURFACESBJSYSTEM BONDING JUMPERSIGSIGNALSNSOLID NEUTRALSPSPARESPLSPLICESPDTSINGLE POLE DOUBLE THROWSPSTSINGLE POLE SINGLE THROWSSSTAINLESS STEELSSBJSUPPLY-SIDE BONDING JUMPERSTSHUNT TRIPSTPSHIELDED TWISTED PAIRSTLCARBON STEELSUSPSUSPENDEDSWSWITCHSWBDSWITCHBOARDTCTELEPHONE CABINETTCPTEMPERATURE CONTROL PANELTEL/DATATELEPHONE/DATATELTELEPHONETERMTERMINAL(S)TGBTELECOMMUNICATIONS GROUNDING BUSBARTMGBTELECOMMUNICATIONS MAIN GROUNDING BUSBARTTBTELEPHONE TERMINATION BOARDUEFUTILITY EXHAUST FANUGUNDERGROUNDUNOUNLESS NOTED OTHERWISEUVUNIT VENTILATORVGVANDAL GUARDVIFVERIFY IN FIELDVTVAPOR-TIGHTWGWIRE GUARDWHWATTHOURWMWALL MOUNTEDWPWEATHERPROOFWTWATER-TIGHTCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/16/2021 8:43:48 AM\\data1\citrixprofiles$\bbutler\My Documents\2019_ELEC_220144.00_bbutler@fhai.com.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5055 EAST 131ST STREETCARMEL, INDIANAELECTRICAL SYMBOL LEGENDE1.1PROJECT ISSUE DATE: MARCH 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: BWB317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHP R FE S SIONALENGINEERBRIANW.BURTLE No.PE 11600305STATE OFREGISTERED INDIANAO REV.NO.DESCRIPTION DATE TTTTTTTTTTTTTTTTTTTPGTTV.I.MONDCFFWWWA191 A192 A193 A194 A195A138AA183A199A198A197A196A137A138A182DA190A189A129AA128A129A128AA131A131AA187A134A135A188A126A118A185A130A125A133A139A133AA133BA146A147A127A182ER1(TYP)R2SRWWMONTECHNOLOGY GENERAL NOTESCOMMUNICATIONS SYMBOLS LEGENDSYMBOLDESCRIPTIONCEILING MOUNTED WIRELESS ACCESS POINT LOCATION. PROVIDE CATEGORY 6A DATA DROPS FOR WIRELESS ACCESS POINTS. PROVIDE 20 FEET SLACK LOOP COILED NEATLY AND SUPPORTED ABOVE THE CEILING. TERMINATE CABLES WITH RJ45 MODULAR JACKS AND TEST PER SPECIFICATIONS. NOTE LOCATION ON RECORD DRAWINGS AND MARK LOCATION ON CEILING GRID WITH BLUE DOT. SLACK LOOP NOT NECESSARY FOR LOCATIONS WITH CONDUIT SUCH AS GYMNASIUMS.WHEN INDICATED WITH C-x, x = THE QUANTITY OF COMMUNICATIONS COPPER HORIZONTAL CABLING.LOCATION OF SOUND REINFORCEMENT AMPLIFIER. TYPICAL 1 (ONE) CAT 6A COPPER CABLES.WHEN INDICATED WITH C-x, x = THE QUANTITY OF COMMUNICATIONS COPPER HORIZONTAL CABLING, IN ADDITION TO OTHER CABLES NOTED.COMMUNICATIONS OUTLET. TYPICAL 2 (TWO) CAT 6A COPPER CABLES. WHEN INDICATED WITH C-x, x = THE QUANTITY OF COMMUNICATIONS COPPER HORIZONTAL CABLING, IN ADDITION TO OTHER CABLES NOTED.WALL MOUNTED MONITOR. TYPICAL 2 (TWO) CAT 6A COPPER CABLES. WHEN INDICATED WITH C-x, x = THE QUANTITY OF COMMUNICATIONS COPPER HORIZONTAL CABLING, IN ADDITION TO OTHER CABLES NOTED.MULTI CAPACITY FLOOR BOX. TYPICAL 2 (TWO) CAT 6A COPPER CABLES. WHEN INDICATED WITH C-x, x = THE QUANTITY OF COMMUNICATIONS COPPER HORIZONTAL CABLING, IN ADDITION TO OTHER CABLES NOTED.THE COMMUNICATIONS CABLING CONTRACTOR(S) IS/ARE RESPONSIBLE FOR ANY ADDITIONAL CONDUIT SLEEVES, OUTLET/JUNCTION BOXES, SURFACE RACEWAY, CABLE TRAY, DOUBLE GANG SQUARE PLASTER MUD RINGS, ETC.THE COMMUNICATIONS CABLING CONTRACTOR(S) IS/ARE RESPONSIBLE FOR EXTENDING THE ELECTRICAL SERVICE FROM THE ELECTRICAL JUNCTION BOX IN THE SPACE TO ALL THE COMMUNICATIONS RACKS/CABINETS.THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR REPLACING/REPAIRING DAMAGED CEILING GRID/TILE AS A RESULT OF THEIR INSTALLATION.THE CONTRACTOR SHALL VERIFY THE SURFACE RACEWAY LOCATIONS, ROUTING, OPENINGS, ETC. WITH THE BUILDING ELECTRICAL CONTRACTOR. PROVIDE PROPER COVER PLATES FOR THE DEVICES AS REQUIRED.THE COMMUNICATIONS CABLING CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF THE VIDEO PROJECTOR WITH THE AUDIO/VIDEO EQUIPMENT CONTRACTOR AND ELECTRICAL CONTRACTOR.TECHNOLOGY ABBREVIATIONSABBREVIATIONS USED ON DRAWINGS IN GENERAL ARE LISTED BELOW.AFFAFGBCCATVJMC/ER / MDF+NNICNTSTCPTR / IDFT.T.B.TVUNOVIFVCWV.I.DWGRDFWPVOPTZETRVPSABOVE FINISH FLOORABOVE FINISH GRADEBLANKCONDUITCABLE ANTENNA TELEVISIONJUNCTION BOXMAIN CROSS-CONNECT/EQUIPMENT ROOM / MAINDISTRIBUTION FRAMEINDICATES MOUNTING HEIGHT (N) TO BOTTOM OF DEVICEFROM FINISH FLOOR UNLESS NOTED OTHERWISENOT IN CONTRACTNOT TO SCALETEMPERATURE CONTROL PANELTELECOMMUNICATIONS ROOM / INTERMEDIATE DISTRIBUTIONFRAMETELEPHONE TERMINATION BOARDTELEVISIONUNLESS NOTED OTHERWISEVERIFY IN FIELDVOLUME CONTROLWALL MOUNTEDVIDEO INPUT LOCATIONDEMO TABLEWIRE GUARDRELEASEDUAL FACEWEATHER PROOFVIDEO OUTPUTPAN TILT ZOOMEXISTING TO REMAINVIDEO PROJECTORSURFACE MOUNTEDABCDEMONWALL MOUNTED MONITOR. TYPICAL 4 (FOUR) CAT 6A COPPER CABLES AT LOCATION. WHEN INDICATED WITH C-x, x = THE QUANTITY OF COMMUNICATIONS COPPER HORIZONTAL CABLING, IN ADDITION TO OTHER CABLES NOTED.WALL MOUNTED WIRELESS ACCESS POINT LOCATION. PROVIDE CATEGORY 6A DATA DROPS FOR WIRELESS ACCESS POINTS. PROVIDE 20 FEET SLACK LOOP COILED NEATLY AND SUPPORTED ABOVE THE CEILING. TERMINATE CABLES WITH RJ45 MODULAR JACKS AND TEST PER SPECIFICATIONS. NOTE LOCATION ON RECORD DRAWINGS AND MARK LOCATION ON CEILING GRID WITH BLUE DOT. SLACK LOOP NOT NECESSARY FOR LOCATIONS WITH CONDUIT SUCH AS GYMNASIUMS.WHEN INDICATED WITH C-x, x = THE QUANTITY OF COMMUNICATIONS COPPER HORIZONTAL CABLING.V.I.VIDEO INPUT LOCATION WITH COMMUNICATIONS OUTLET. TYPICAL 2 (TWO) CAT 6A COPPER CABLES. WHEN INDICATED WITH C-x, x = THE QUANTITY OF COMMUNICATIONS COPPER HORIZONTAL CABLING, IN ADDITION TO OTHER CABLES NOTED .MONMONITOR1.2.GENERAL NOTES:MOUNTING HEIGHTS AS LISTED ON THISSHEET UNLESS NOTED OTHERWISE.PROVIDE BLANK COVERPLATES FOR ALL UNUSED BOXES.3.RECEPTACLES ARE SHOWN FOR COORDINATION ONLY. REFER TOELECTRICAL DRAWINGS FOR QUANTITY, CIRCUITING, MOUNTING, ANDADDITIONAL REQUIREMENTS.TWO (2) 1"C'SCEILINGFLOOR3.5" DEEP 2-GANGDEVICE BOX90° FACTORY ELBOWSW/INSULATED BUSHINGS4.PROVIDE PULL STRINGS IN CONDUIT RUNS GREATER THAN 10'IN LENGTH.6"STUB CONDUIT 12" ABOVEACCESSIBLE LAY-IN CEILINGREFER TO SYMBOLS LEGENDFOR MOUNTING HEIGHTS OF DEVICE YPESGENERAL NOTES:1. MOUNTING HEIGHTS AS LISTED ON THIS SHEET UNLESS NOTED OTHERWISE.2. PROVIDE BLANK COVERPLATES FOR ALL UNUSED BOXES.3. RECEPTACLES ARE SHOWN FOR COORDINATION ONLY. REFER TO ELECTRICAL DRAWINGS FOR QUANTITY, CIRCUITING, MOUNTING, AND ADDITIONAL REQUIREMENTS.4. PROVIDE PULL STRINGS IN CONDUIT RUNS GREATER THAN 10' IN LENGTH.TWO (2) 1"C'SCEILINGFLOOR3.5" DEEP 2-GANGDEVICE BOX90° FACTORY ELBOWSW/INSULATED BUSHINGS6"STUB CONDUIT 12" ABOVEACCESSIBLE LAY-IN CEILINGTWO (2) 1"C'S3.5" DEEP 2-GANGDEVICE BOXREFER TO SYMBOLSLEGEND FOR MOUNTINGHEIGHTS OF DEVICE TYPESREFER TO SYMBOLSLEGEND FOR MOUNTINGHEIGHTS OF DEVICE TYPES6"PROVIDE HDMI BETWEEN V.I. AND MONITORMONV.I.PLAN SYMBOLSCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/16/2021 6:39:24 PM\\data1\citrixprofiles$\bbutler\My Documents\2019_ELEC_220144.00_bbutler@fhai.com.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5055 EAST 131ST STREETCARMEL, INDIANAFIRST FLOOR TECHNOLOGYROUGH-IN PLAN -NEW ADDITIONE3.1PROJECT ISSUE DATE: MARCH 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: BWB317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHP R FE S SIONALENGINEERBRIANW.BURTLE No.PE 11600305STATE OFREGISTERED INDIANAOROOM LEGEND - FIRST FLOOR UNIT AROOMNO.ROOM NAMEAREA(SF)A128 OFFICE 244 SFA128A ADMIN. ASST. 118 SFA129 OFFICE 241 SFA129A ADMIN. ASST. 132 SFA131 OPEN AREA 405 SFA131A ADMIN. ASST. 121 SFA134 OFFICE 167 SFA137 SAN/SERVER/BACKUP SPECIALIST 436 SFA138 INSTRUCTIONAL COACHES 320 SFA138A CORRIDOR 935 SFA138B ENTRY 57 SFA139 SERVER ROOM 304 SFA182D WAREHOUSE EXPANSION 567 SFA183 ADMIN. ASST. 145 SFA188 CONFERENCE 174 SFA189 ADMIN. ASST. 130 SFA190 INST. COACH & CONF. 132 SFA191 NETWORK ADMINISTRATOR 144 SFA192 DATA BASE ADMIN. 145 SFA193 COMPUTER TECH. 1 145 SFA194 TECH II HELP 145 SFA195 DIRECTOR OF TECHNOLOGY & DATASOLUTIONS257 SFA196 COORD. TECH. SERVICES 148 SFA197 TRAINING & DEVELOPMENTSPECIALIST150 SFA198 WIRELESS NETWORKINFRASTRUCTURE SPECIALIST149 SFA199 COMPUTER TECH. 1 147 SFKEYNOTESR1 PROVIDE COMMUNICATIONS OUTLET ROUGH-IN. SEE DETAIL 1.R2 PROVIDE MONITOR AND VIDEO INPUT (V.I.) ROUGH-INS. SEE DETAIL 2.REV.NO.DESCRIPTION DATEN.T.S.1TECHNOLOGY ROUGH-IN 2-GANG WALL BOXN.T.S.2TECHNOLOGY ROUGH-IN MONITOR DETAIL (TYP)LT2LT2X(TYP)LT2LT2XLT2XLT2X(TYP)LT2LT2X(TYP)LT2(TYP)LT2(TYP)LT2LT2(TYP)LT2LT2XLT2XLT2XXCXCXCXCXC(TYP)LD8(TYP)LT2LT2XLT2(TYP)LT2(TYP)LT2(TYP)LT2(TYP)LT2(TYP)LT2(TYP)LT2(TYP)LT2(TYP)LT2(TYP)LT2(TYP)LT2(TYP)LT2XA188A134A131A A128ALR2SA182DA137A196 A197 A198 A199 A183A195A194A193A192A191A190A138AA138A189(TYP)LR2SM-3CONNECT LIGHTS TO EXISTING LIGHTING CIRCUIT "A" V.I.F.CONNECT LIGHTS TO EXISTING LIGHTING CIRCUIT "B" V.I.F.CONNECT LIGHTS TO EXISTING LIGHTING CIRCUIT "A" V.I.F.CONNECT LIGHTS TO EXISTING LIGHTING CIRCUIT "B" V.I.F.CO NNECT LIG HTS TO EXISTING LIG HTING CIRCUIT "B" V.I.F.CO NNECT LIG HTS TO NEW LIG HTING CIRCUIT "FF-42"CONNECT LIGHTS TO NEW LIGHTING CIRCUIT "FF-42"GRP-6(TYP)LTK19' - 0"1. SYSTEM SHALL BE SET UP SUCH THAT LIGHTING IS AUTOMATICALLY SWITCHED ON UPON OCCUPANCY. LIGHTING IS SWITCHED OFF BY OCCUPANCY SENSOR AFTER 15 MINUTES OF ROOM VACANCY.CTH NLED DIMMING DRIVER(S)OCCUPANCY SENSOR(S) RELAY PACK WITH DIMMINGLOW VOLTAGE CABLING 1. PROVIDE RELAY PACKS AS REQUIRED TO PERFORM NECESSARY SEQUENCE OF OPERATIONS FOR EACH LISTED ABOVE.2. PROVIDE LOW VOLTAGE WIRING PER MANUFACTURERS RECOMMENDATION.3. ALL SWITCHES SHALL BE DECOR STYLE. 4. WHERE MULTIPLE CONTROL SWITCHES ARE IN THE SAME LOCATION, THEY SHALL BE IN THE SAME BACK BOX WITH SINGLE FACE PLATE5. QUANTITY OF OCCUPANCY/VACANCY SENSORS, DAYLIGHT SENSORS, AND SWITCHES SHALL BE PER PLANS.LIGHTING SEQUENCE OF OPERATIONS NOTES:1. SYSTEM SHALL BE SET UP SUCH THAT LIGHTING IS MANUALLY SWITCHED ON. LIGHTING IS THEN EITHER SWITCHED OFF MANUALLY OR BY OCCUPANCY SENSOR AFTER 15 MINUTES OF ROOM VACANCY.2. ONCE LIGHTING IS SWITCHED ON, LIGHTS MAY BE DIMMED THROUGH RAISE/LOWER BUTTONS ON WALL SWITCH.H NLED DIMMING DRIVER(S)LOW VOLTAGE WALL SWITCHES WITH ON/OFF AND RAISE/LOWERRELAY PACK WITH DIMMINGLOW VOLTAGE CABLING OSOCCUPANCY SENSORPER PLANS ON/OFFSD1. SYSTEM SHALL BE SET UP SUCH THAT LIGHTING IS SWITCHED ON BY OCCUPANCY SENSOR AND SWITCHED OFF AFTER 15 MINUTES OF VACANCY.2. HALLWAY LIGHTS SHALL BE CONTROLLED TOGETHER IN ONE ZONE.3. SWITCH SHALL OVERRIDE FIXTURES ON/OFF.COH NLED DRIVER(S)OCCUPANCY SENSOR(S)RELAY PACKSTRUCTURAL MEMBERJACK CHAIN LOOPED OVER STRUCTURE AND ATTACHED TO OPPOSITE CORNERS OF THE LIGHT FIXTURE OR CONNECTED INDIVIDUALLY TO THE STRUCTURE FROM EACH CORNER OF THE LIGHT FIXTURE (TYP.)(CHAIN #1 CONNECTS TO CORNERS a & d)(CHAIN #2 CONNECTS CORNERS b & c)cdabLIGHT FIXTURE INSTALLED IN LAY-IN CEILING. SEE PLANS FOR TYPESSUSPENDED CEILINGINSTALL SEISMIC CLIPS FOR LIGHT FIXTURE TO CEILING GRID AT EACH CORNER PER SPECIFICATIONSNOTE: SUPPORTS TO BE INSTALLED FOR ALL LIGHT FIXTURES INSTALLED IN LAY IN CEILINGS, INCLUDING DOWNLIGHT TYPE FIXTURESSUPPORT FLEX CONDUIT FEEDING LIGHT FIXTURES INSTALLED IN LAY-IN CEILINGS, INCLUDING DOWNLIGHT TYPE FIXTURESSUSPENDED CEILINGJUNCTION BOX SUSPENDED FROM STRUCTURETYPICAL 2'x4' LAY-IN RECESSED LIGHT FIXTURECONDUITCHAIN #1CHAIN #2FLEXIBLE CONDUIT MAXIMUM 72" IN LENGTH (TYP)COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/16/2021 5:44:05 PM\\data1\citrixprofiles$\afinchum\My Documents\Local Revit Saves\2019_ELEC_220144.00_AveryFinchum.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5055 EAST 131ST STREETCARMEL, INDIANAFIRST FLOOR LIGHTING PLAN -NEWADDITIONE4.1PROJECT ISSUE DATE: MARCH 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: ISD317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHSCALE: 1/8" = 1'-0"FIRST FLOOR LIGHTING CEILING PLAN - NEW ADDITIONROOM LEGEND - FIRST FLOOR UNIT AROOMNO.ROOM NAMEAREA(SF)A128 OFFICE244 SFA128A ADMIN. ASST. 118 SFA129 OFFICE241 SFA129A ADMIN. ASST. 132 SFA131 OPEN AREA 405 SFA131A ADMIN. ASST. 121 SFA134 OFFICE167 SFA137 SAN/SERVER/BACKUP SPECIALIST 436 SFA138 INSTRUCTIONAL COACHES 320 SFA138A CORRIDOR 935 SFA138B ENTRY57 SFA139 SERVER ROOM 304 SFA182D WAREHOUSE EXPANSION 567 SFA183 ADMIN. ASST. 145 SFA188 CONFERENCE 174 SFA189 ADMIN. ASST. 130 SFA190 INST. COACH & CONF. 132 SFA191 NETWORK ADMINISTRATOR 144 SFA192 DATA BASE ADMIN. 145 SFA193 COMPUTER TECH. 1 145 SFA194 TECH II HELP 145 SFA195 DIRECTOR OF TECHNOLOGY & DATASOLUTIONS257 SFA196 COORD. TECH. SERVICES 148 SFA197 TRAINING & DEVELOPMENTSPECIALIST150 SFA198 WIRELESS NETWORKINFRASTRUCTURE SPECIALIST149 SFA199 COMPUTER TECH. 1 147 SFLUMINAIRE SCHEDULEPLAN TYPE MANUFACTURER/CATALOG MOUNTINGLAMPSDESCRIPTION VA LOADNO. WATTS TYPE LUMENSLD8 PORTFOLIO LD8 SERIESGOTHAM EVO SERIESPRESCOLITE LC8 SERIESRECESSED 1 50 W LED 3000 lm 8-INCH ROUND APERTURE OPEN REFLECTOR LED DOWNLIGHT, MEDIUMDISTRIBUTION, CLEAR SPECULAR FINISH, SELF-FLANGED, 4000K, 80+CRI, 1% 0-10V DIMMING, BAR HANGER ACCESSORY.50 VALR2S METALUX WNLED SERIESDAY-BRITE OWL SERIES LITHONIA SBL SERIESCOLUMBIA LAW SERIESOR A/E APPROVED EQUALSURFACE 1 39 W LED 4000 lm 4-FOOT LED WRAP AROUND FIXTURE, ACRYLIC PRISMATIC DIFFUSER,0-10VDC DIMMING. IF SUSPENDED, INSTALL AT 8-FOOT AFF WITHCONDUIT STEMS (UNO).39 VALT2 LITHONIA BLT SERIESEATON METALUX CRUZE SESERIESCOLUMBIA LCAT SERIESRECESSED 1 39 W LED 4000 lm 2 BY 4-FOOT LED TROFFER WITH ACRYLIC CURVED SMOOTH DIFFUSER,4000K, 0-10VDC DIMMING DRIVER.39 VALT2X LITHONIA BLT SERIESEATON METALUX CRUZE SESERIESCOLUMBIA LCAT SERIESRECESSED 1 39 W LED 4000 lm 2 BY 4-FOOT LED TROFFER WITH ACRYLIC CURVED SMOOTH DIFFUSER,4000K, 0-10VDC DIMMING DRIVER, WITH EMERGENCY TRANSFERDEVICE.39 VALTK1 TIMES SQUARE XT13 SERIESBRUCK LIGHTING Z25 SERIESSPECTRUM SRTVLEDXT SERIESLUMENPULSE LATSL SERIESCONTECH LIGHTING NCTLOR A/E APPROVED EQUALTRACK 1 25 W LED 1300 lm LINE VOLTAGE LED TRACK HEAD, SPOT DISTRIBUTION, 95+ CRI, 0-10VDCDIMMING. PROVIDE SINGE-CIRCUIT OR 2-CIRCUIT TRACK PERDRAWINGS, LENGTH AND CONFIGURATION PER DRAWINGS. PROVIDEALL REQUIRED ACCESSORIES, FITTINGS, ETC. FOR A COMPLETEINSTALLATION. TRACK HEADS AND TRACK TO BE WHITE IN COLOR.25 VAM-3 LITHONIA AFB SERIESOR A/E APPROVED EQUALSURFACE 1 11 W LED 1000 lm OUTDOOR EMERGENCY LIGHT FIXTURE, DIE-CAST ALUMINUM HOUSING,SELF-DIAGNOSTICS, COLD WEATHER BATTERY, WET LOCATION, 3200K,DARK BRONZE, MOUNT AT +7'6" A.F.G UNLESS NOTED OTHERWISE.11 VAXC SURE-LITES CX SERIESCHLORIDE 55 LINE SERIES LITHONIA SIGNATURE SERIES DUAL-LITE SEMPRA SERIESOR A/E APPROVED EQUALSURFACECEILING1 3 W RED LED 0 lm CAST ALUMINUM AC ONLY EXIT SIGN, SINGLE FACE, DIRECTIONALARROWS INDICATED, WHITE HOUSING. REFER TO PROJECT MANUALFOR ADDITIONAL REQUIREMENTS.3 VAP R FE S SIONALENGINEERBRIANW.BURTLE No.PE 11600305STATE OFREGISTERED INDIANAO CONNECT TO EXISTING WAREHOUSE LIGHT CIRCUIT AND CONTROLSPROVIDE NEW LIGHT SWITCH ADJACENT TO NEW DOOR FOR EXISTING LIGHTING IN DATA CENTER,RECIRCUIT LIGHTINGTO CIRCUIT GRP-3REV.NO.DESCRIPTION DATEN.T.S.2LIGHTING CONTROL - LOBBIES/VESTIBULESN.T.S.4LIGHTING CONTROLS - OFFICESN.T.S.5LIGHTING CONTROLS - CORRIDORN.T.S.6RECESSED LIGHT FIXTURE SUPPORTCKT. "A"CKT. "B"CKT. "B"CKT. "A"CKT. "FF-42"CKT. "B"CKT. "FF-42"CKT. "FF-42"CKT. "GRP-6"CKT. "GRP-6"CKT. "FF-42"CKT. "B"CONNECT TO EXISTING LIGHT CIRCUIT SERVING ROOM AHEAD OF ANY LOCAL CONTROLS TTTTTTTTTTTTTTTTTTTPGTTV.I.MONV.I.DCFFWWWVPJREF.DWMTSA191 A192 A193 A194 A195A138AA183A199A198A197A196A137A138A182DA190A189A129AA128A129A128AA131A131AA134A135A188A126A118A185A182AA127FF-39FF-39FF-41FF-41FF-28FF-30FF-30FF-32FF-32FF-34FF-36FF-38FF-37FF-40FF-37P4P5AHU-A1P1P3P2FF-34GRPGRP-2GRP-4FF-26FF-26FF-26FF-26FF-26FF-26FF-26FF-26FF-26FF-26FF-26FF-26FF-24A162A149A158 A160A162AA182FA182GEX. MCCEX. GAS METEREX. BRPEX. HEX. FEX. EEX. FFEX. SWBSB-DPGRPP7P654"64"54"P8P8P8BEAM CLAMPTHREADED RODDOUBLE NUT TOP AND BOTTOMCONDUIT CLIPSSLOTTED METAL CHANNEL TO SUPPORT 400% OF CONDUIT WEIGHT.1. PROVIDE CIRCUIT BREAKERS AS NEEDED IN EXISTING PANELS. MATCH EXISTING A/C.GENERAL NOTES - POWER LNEGRPSB-DPSPDMTS600A -4PSTANDBYFREEZER CONDENSERCRU-1 CONDENSERINDOOR FREEZER SECTION 2CRU-1 TRANS.UPS (THRU PANEL CRP)INDOOR FREEZER SECTION 14 # 2, # 6 G, 1-1/4" C600A600FEXISTING SWB SWITCH BOARD208 / 120V, 3 PHASE, 4 WIRE, +GROUNDTWO SETS (4 -350 KCMIL, #1 G, 3" C12345ONE-LINE DIAGRAMNO SCALEONE-LINE NOTES:1EXTEND EXISTING WIRING AS REQUIRED AND RECONNECT EXISTING LOADS WITH SAME SIZE CONDUIT AND WIRING.PROVIDE FUSE SIZES AS REQUIRED AND BASED ON MANUFACTURER'S RECOMMENDATION.PROVIDE PANELBOARD WITH INTEGRAL SURGE PROTECTION DEVICE. SEE SPECIFICATIONS FOR REQUIREMENTS.PROVIDE NEW FUSIBLE SWITCHES IN EXISTING SIWTCHBOARD TO MATCH EXISTING.MANUAL TRANSFER SWITCH WITH PORTABLE CONNECTION INPUT, NEMA 3R, 208/120V, THREE PHASE, FOUR WIRE, SEE SPECIFICATION SECTION 263600.2345COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL4/26/2021 2:19:55 PM\\data1\citrixprofiles$\bbutler\My Documents\2019_ELEC_220144.00_bbutler@fhai.com.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5055 EAST 131ST STREETCARMEL, INDIANAFIRST FLOOR POWER PLAN -NEWADDITION AND ELECTRICAL ROOME5.1PROJECT ISSUE DATE: MARCH 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: ISD317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHSCALE: 1/8" = 1'-0"FIRST FLOOR POWER PLAN - NEW ADDITIONROOM LEGEND - FIRST FLOOR UNIT AROOMNO.ROOM NAMEAREA(SF)A128 OFFICE 244 SFA128A ADMIN. ASST. 118 SFA129 OFFICE 241 SFA129A ADMIN. ASST. 132 SFA131 OPEN AREA 405 SFA131A ADMIN. ASST. 121 SFA134 OFFICE 167 SFA137 SAN/SERVER/BACKUP SPECIALIST 436 SFA138 INSTRUCTIONAL COACHES 320 SFA138A CORRIDOR 935 SFA138B ENTRY 57 SFA139 SERVER ROOM 304 SFA182D WAREHOUSE EXPANSION 567 SFA183 ADMIN. ASST. 145 SFA188 CONFERENCE 174 SFA189 ADMIN. ASST. 130 SFA190 INST. COACH & CONF. 132 SFA191 NETWORK ADMINISTRATOR 144 SFA192 DATA BASE ADMIN. 145 SFA193 COMPUTER TECH. 1 145 SFA194 TECH II HELP 145 SFA195 DIRECTOR OF TECHNOLOGY & DATASOLUTIONS257 SFA196 COORD. TECH. SERVICES 148 SFA197 TRAINING & DEVELOPMENTSPECIALIST150 SFA198 WIRELESS NETWORKINFRASTRUCTURE SPECIALIST149 SFA199 COMPUTER TECH. 1 147 SF P R FE S SIONALENGINEERBRIANW.BURTLE No.PE 11600305STATE OFREGISTERED INDIANAO SCALE: 1/8" = 1'-0"FIRST FLOOR POWER PLAN - ELECTRICAL ROOMN.T.S.32.5" & UP CONDUIT SUPPORT DETAILKEYNOTESP1 PROVIDE 3 #6 AND #10 G IN 3/4" C TO MECHANICALEQUIPMENT THROUGH FUSED DISCONNECT. DISCONNECTSHALL BE NEMA 3R, 3 POLE, 60A, FUSED AT 50A. CONNECTTO NEW 50A/3P BREAKER IN PANEL FF IN BOILER ROOM.P2 PROVIDE 3 #10 AND #10 G IN 3/4" C TO MECHANICALEQUIPMENT THROUGH FUSED DISCONNECT. DISCONNECTSHALL BE NEMA 1, 3 POLE, 30A, FUSED AT 30A. CONNECT TONEW 30A/3P BREAKER IN PANEL FF IN BOILER ROOM.P3 PROVIDE 2 #12 AND #12 G IN 3/4" C TO MECHANICAL UNITCONDENSATE PUMP THROUGH NON-FUSED DISCONNECT.DISCONNECT SHALL BE NEMA 1, 1 POLE, 30A. CONNECT TONEW 20A/1P BREAKER IN PANEL FF IN BOILER ROOM.P4 CONNECT NEW DEVICE TO EXISTING CIRCUIT TIED BACKDURING DEMOLITION.P5 CONNECT NEW DEVICE TO EXISTING CIRCUIT SERVINGROOM.P6 RELOCATE EXISTING THERMOSTAT, CONDUIT, AND WIRINGFOR INSTALLATION OF NEW PANEL.P7 REFEED EXISTING RECEPTACLE AT TELEPHONE EQUIPMENTTO NEW CIRCUIT INDIATED.P8 PROVIDE DEDICATED 120V, 20A/1P CIRCUIT WITH 2#12 AND#12 G IN 3/4" C FROM AN EXISTING PANELBOARD FOR THISRECEPTACLE, UPDATE PANELBOARD DIRECTORY.REV.NO.DESCRIPTION DATE1 ADDENDUM 1 4-19-212 ADDENDUM 2 4-26-21222 FVVVVVVVVVVVFFA191 A192 A193 A194 A195A138AA183A199A198A197A196A137A138A182DA190A189A129AA128A129A128AA131A131AA134A135A188A126A130A127GENERAL NOTES - FIRE ALARM1. PROVIDE SYSTEM MATCHING EXISTING FIRE ALARM EQUIPMENT2. PROVIDE ADDITIONAL POWER BOOSTERS AS REQUIRED FOR NOTIFICATION CIRCUIT.3. PROVIDE CEILING-MOUNTED NOTIFICATION DEVICES WITH RED HOUSING.COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL3/16/2021 3:10:45 PM\\data1\citrixprofiles$\bbutler\My Documents\2019_ELEC_220144.00_bbutler@fhai.com.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5055 EAST 131ST STREETCARMEL, INDIANAFIRST FLOOR FIRE ALARM PLAN -NEW ADDITIONE6.1PROJECT ISSUE DATE: MARCH 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: ISD317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204PLANNORTHSCALE: 1/8" = 1'-0"FIRST FLOOR FIRE ALARM PLAN - NEW ADDITIONROOM LEGEND - FIRST FLOOR UNIT AROOMNO.ROOM NAMEAREA(SF)A128 ASST. DIR. SP. SERVICES, SP. ED.MIDDLE SCHOOL244 SFA128A ADMIN. ASST. 118 SFA129 ASST. DIR. OF SP. SERVICES, ASD,COUNSELOR, ELEMENTARY241 SFA129A ADMIN. ASST. 132 SFA131 OPEN AREA 405 SFA131A ADMIN. ASST. 121 SFA134 ASST. DIR. OF SP. SERVICES/SP. ED.HIGH SCHOOL167 SFA137 SAN/SERVER/BACKUP SPECIALIST 436 SFA138 INSTRUCTIONAL COACHES 320 SFA138A CORRIDOR 935 SFA138B ENTRY 57 SFA139 SERVER ROOM 304 SFA182D WAREHOUSE EXPANSION 567 SFA183 ADMIN. ASST. 145 SFA188 CONFERENCE 174 SFA189 ADMIN. ASST. 130 SFA190 INST. COACH & CONF. 132 SFA191 NETWORK ADMINISTRATOR 144 SFA192 DATA BASE ADMIN. 145 SFA193 COMPUTER TECH. 1 145 SFA194 TECH II HELP 145 SFA195 DIRECTOR OF TECHNOLOGY & DATASOLUTIONS257 SFA196 COORD. TECH. SERVICES 148 SFA197 TRAINING & DEVELOPMENTSPECIALIST150 SFA198 WIRELESS NETWORKINFRASTRUCTURE SPECIALIST149 SFA199 COMPUTER TECH. 1 147 SF P R FE S SIONALENGINEERBRIANW.BURTLE No.PE 11600305STATE OFREGISTERED INDIANAO REV.NO.DESCRIPTION DATE V.I.MONV.I.DCFFWWWVPA191 A192 A193 A194 A195A138AA183A199A198A197A196A137A138A182DA190A189A129AA128A129A128AA131A131AA187A134A135A188A126A118A185A130A125A133A139SERVERROOMA133AA133BA161A146A148A147A127A182ET1T2(TYP)1. CABLES SHALL BE ROUTED BACK TO EXISTING A139 SERVER ROOM. PROVIDE NEW PATCH PANELS AS REQUIRED.GENERAL NOTES -TECHNOLOGYCEILINGFLOORHDMI(2) CAT 6AHDMI(1) CAT 6AV.I.MONCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECTNEW ADDITIONUNIT AUNIT BREMODEL4/19/2021 1:27:45 PM\\data1\citrixprofiles$\bbutler\My Documents\2019_ELEC_220144.00_bbutler@fhai.com.rvtPROJECT NUMBER: 220144.00EDUCATIONALSERVICES CENTERADDITION ANDREMODELINGCARMEL CLAY SCHOOLS5055 EAST 131ST STREETCARMEL, INDIANAFIRST FLOOR TECHNOLOGY PLAN -NEW ADDITIONT3.1PROJECT ISSUE DATE: MARCH 15, 2021CONSTRUCTION DOCUMENTSDRAWN BY: BWB317-848-0966350 East New York Street, Suite 300, Indianapolis, IN 46204P R FE S SIONALENGINEERBRIANW.BURTLE No.PE 11600305STATE OFREGISTERED INDIANAOPLANNORTHROOM LEGEND - FIRST FLOOR UNIT AROOMNO.ROOM NAMEAREA(SF)A128 OFFICE 244 SFA128A ADMIN. ASST. 118 SFA129 OFFICE 241 SFA129A ADMIN. ASST. 132 SFA131 OPEN AREA 405 SFA131A ADMIN. ASST. 121 SFA134 OFFICE 167 SFA137 SAN/SERVER/BACKUP SPECIALIST 436 SFA138 INSTRUCTIONAL COACHES 320 SFA138A CORRIDOR 935 SFA138B ENTRY 57 SFA139 SERVER ROOM 304 SFA182D WAREHOUSE EXPANSION 567 SFA183 ADMIN. ASST. 145 SFA188 CONFERENCE 174 SFA189 ADMIN. ASST. 130 SFA190 INST. COACH & CONF. 132 SFA191 NETWORK ADMINISTRATOR 144 SFA192 DATA BASE ADMIN. 145 SFA193 COMPUTER TECH. 1 145 SFA194 TECH II HELP 145 SFA195 DIRECTOR OF TECHNOLOGY & DATASOLUTIONS257 SFA196 COORD. TECH. SERVICES 148 SFA197 TRAINING & DEVELOPMENTSPECIALIST150 SFA198 WIRELESS NETWORKINFRASTRUCTURE SPECIALIST149 SFA199 COMPUTER TECH. 1 147 SFSCALE: 1/8" = 1'-0"FIRST FLOOR TECHNOLOGY PLAN - NEW ADDITIONKEYNOTEST1 SEE DETAIL 1 FOR CABLING FOR MONITOR.T2 ACCESS POINT BY OWNER.REV.NO.DESCRIPTION DATE1 ADDENDUM 1 4-19-21N.T.S.1MONITOR DETAIL1 CARMEL CLAY SCHOOLS T06FTHIR WF AC gill Y( December 1, 2021 To: City of Carmel Division of Building From: Todd Fenoglio, Director, Facilities and Transportation Subject: Signage Approval for Carmel ESC and Hartman Field Project Number: 220144.00 and 220127,00 Q 5201 East Main Street Carmel, IN 46033 317.844.9961 www.ccs.kl2.in.us City of Carmel Reviewer: This letter is to provide Owner Approval for the monument signage at Hartman Field (Fanning Howey project number 220127.00) and the ground sign at the Carmel ESC addition project (Fanning Howey project number 220144.00). TSincere�ly0, ,� denoglio Carmel Clay Schools Director of Facilities &Transportation CITY OF CARMEL BUILDING PERMIT LOT #: PERMIT TYPE: Commercial Building APPROVAL STAMP: RELEASED FOR CONSTRUCTION subject to compliance with all regulations of State and Local codes DEPT. of COMMUNITY SERVICES CITY OF CARMEL INDIANAPERMIT #: B-2021-00944 DATE: CONTRACTOR: TENANT: PROPERTY OWNER: SITE ADDRESS: SUBDIVISION: ZONING: POST : MUST BE VISIBLE FROM STREET This building Permit must be posted with this side visible from the street prior to inspections and must stay posted until ALL inspections have been approved. ANY FAILURE TO COMPLY WILL RESULT IN REFUSAL OF INSPECITON. CONSTRUCTION IS NOT APPROVED FOR OCCUPANCY UNTIL ALL INSPECTIONS HAVE BEEN APPROVED NOTICE: The Carmel Unified Development Ordinance provides for a penalty if any construction is continued without having any one of the following inspections * scheduled, performed, and approved. This penalty will be based on the fee structure in Ordinance Z-625-17, as amended. This penalty also applied to any construction that is found to be OCCUPIED before a Certificate of Occupancy is issued. This is to certify that a building permit has been issued on this new construction in accordance with the Ordinances of the City of Carmel. DEPT. of COMMUNITY SERVICES, BUILDING & CODE ENFORCEMENT One Civic Square, Carmel, IN 46032 (317) 571-2444 9/21/2021 Jacob Bower Ron Farrand - Carmel Clay Schools 5201 E Main St S-1 SINGLE FAMILY RESIDENTIAL, LARGE LOTS, RURAL T�NCHBEDE�E DETNLA Y KAM FANNING HOWEY TILF 34 L1.0