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Home My WebLink About23-20P FedEx Gateway ExpansionTOWN OF SOUTH WINDSOR PLANNING & ZONING COMMISSION APPLICATION FORM Application Number: ______________ Official Receipt Date: ______________ VPC Application #: ______________ APPLICANT: _______________________________________________________________________________________________ PROJECT NAME: COMPLETE LOCATION OF PROPERTY: _____________________________________________________________________ OWNER OF RECORD ON LAND RECORDS: ________________________________________________________________ OWNER ADDRESS: _______________________________________________________________________________________ GIS PIN # ______________________________ ZONE _________ NAME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: ____________________________________________________________________________________________________________ __________________________________________________________________________Estimated presentation time:______ THIS APPLICATION IS FOR: (Check all that apply): Zone Change to _______________________ (Public Hearing and Certificate of Mailing Required) Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) Subdivision Minor Major Resubdivision (Public Hearing Required) Minor Major Conditional Subdivision Special Exception to Table ____________ (Public Hearing and Certificate of Mailing Required) Site Plan of Development New Modification Building(s) Sq Ft __________________________ General Plan of Development Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) Regulation Amendment Zoning Subdivision - Attach proposed amendment (Public Hearing Required) Temporary and Conditional Permit (Public Hearing Required) for _________________________________________ Temporary and Conditional Permit Renewal for __________________________________________________________ Detached In Law Apartment or Accessory Apartment (Public Hearing and Certificate of Mailing Required) Major Home Occupation (Certificate of Mailing Required) for _____________________________________________ Other (explain in detail) _________________________________________________________________________________ PLEASE NOTE: An Application Pending Sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. ________________________________________________ ___________________________________________________ Signature of Applicant Signature of Property Owner _________________________________________________ ___________________________________________________ Print Name of Applicant Print Name of Property Owner Revised 2/26/2021 1 TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT_____________________________________________________________ PROJECT NAME_________________________________________________________ This checklist must be signed by plan preparer (P.E./L.S.)declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. _____ 1.On each sheet for plans or maps, title block with the following information: _____ a. Name,address and telephone of applicant. _____b. Name,address and telephone number of Land Surveyor or Professional Engineer. _____ c. Name of Development. _____d. Date when drawings were made. _____ 2.Key Map:An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet. This map will show the overall design of the Development and surrounding property within 500 feet. _____ a. Data block which gives needed zoning information such as percentage of lot coverage,acreage of tract,number of apartment units, parking requirements, etc. _____b.Outline of buildings. _____ c.Layout of streets. _____d. Surrounding property boundaries within 500 feet. _____e. Names of abutting property owners. _____f. Proposed open spaces and recreation areas. _____g. Driveway cuts on abutting properties and any properties across from proposed site. _____ h. Distance to and name of nearest intersection street. _____ 3. Architectural Elevations:See attached checklist for Architecture and Design Review. BL Companies, Inc. - Cherie Akers, AICP Proposed FedEx Gateway Building Expansion N/A N/A N/A 2 _____ 4. Plot Plan:A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin,containing the following data: _____ a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. _____b. Proposed streets and street lines with center line station,curve data,and parking spaces. _____ c.Building lines in accordance with zoning regulations. _____d. Proposed buildings and other structures,including signs, outside lighting, and dumpsters (on concrete pad and screened). _____e.Easements,noting grantors, grantees,and purpose must be shown in table format, e.g. below Grantor Grantee Type of Easement Date Filed Vol/Pg _____f. Names of abutting property owners. _____g.Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. The monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. _____ h. All open space or other common or public land uses shall be indicated. _____ i. A-2 certification;P.E./L.S. Seal. _____ 5. Topographic Map:A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches,including ruled margins shall in addition to the requirements of the plot plans show the following: _____ a. All existing and proposed buildings. _____b.Curb Lines and pavement width, sidewalks. _____ c.Existing and proposed sanitary sewers. _____d.Existing and proposed water and all existing utilities. N/A N/A N/A N/A N/A N/A N/A 3 _____e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. _____f.Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one- foot intervals and spot elevations. _____g .Regulated wetlands and 100-year floodplain or note that none are present. _____ h. Proposed storm drainage system, showing all catch basins, endwalls, manholes,lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches,within Town ROW.)If plan/profile sheet is provided all of this does not need to be shown.Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. _____ i.Connections of all springs into proposed storm drainage system as needed. _____ j.Location and indications of existing brook channels,and 100-year flood limits. _____k. A-2 &T-2 Certification;P.E & L.S. Seals. _____ 6.Landscaping plan _____ 7. Drainage calculations:-Zero Runoff Increase per attached guidelines. _____ 8. Traffic Report _____ 9. Site Lighting Plan _____ 10. Plans and Profiles:A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally,and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches,including ruled margins and containing the following: _____ a.Layout of streets in sections coordinated by stations with the profile. _____b. Street plan showing roadways, drainage, sanitary sewer (including house sewer), foundation drains,lot lines, buildings including all utilities with elevations (top frame and inverts), size, type,length, slopes of pipes. _____ c. Sight line at driveway &street intersections. N/A N/A N/A N/A N/A N/A N/A FedEx Ground 40 Kennedy Road Town of South Windsor, Hartford County, Connecticut Parcel Number: 122-9 PREPARED FOR:2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.CPREPARED BY:ARCHITECTUREENGINEERINGENVIRONMENTALLAND SURVEYING40 KENNEDY ROAD SOUTH WINDSOR, CT 06074TOWN OF SOUTH WINDSOR, HARTFORD COUNTY,STATE OF CONNECTICUTFEDEX GROUND PACKAGE SYSTEM, INC.1000 FEDEX DRIVEMOON TOWNSHIP, PA 15108DATESISSUE DATE: MARCH 15, 2023LAST REVISED:C0.01No. 1 of 12OPERATOR / DEVELOPERSCALE: 1'' = 500'VICINITY MAPPROPOSED FEDEX GATEWAYBUILDING EXPANSIONLAND DEVELOPMENT PLANS FOR SITE PLANMODIFICATION APPROVALC0.01COVER SHEETC0.02GENERAL NOTESC0.03DEMOLITION PLANC0.04SITE PLANC0.05GRADING, DRAINAGE AND UTILITIES PLANC0.06EXISTING CONDITIONS PLAN100 Constitution Plaza(860) 249-2200Hartford, CT 0610310th FloorBL COMPANIES, INC.100 CONSTITUTION PLAZA, 10TH FLOORHARTFORD, CT 06103CONTACT: CHERIE AKERSPHONE: (615) 703-2618EMAIL: cakers@blcompanies.comAPPLICANTLANDSCAPING NOTES AND DETAILSC0.07DETAIL SHEETC0.08DETAIL SHEETC0.09CONTENTSSEDIMENT AND EROSION CONTROL PLANSEDIMENT AND EROSION CONTROL NOTESC0.10C0.11FEDEX GROUND PACKAGE SYSTEM, INC.1000 FEDEX DRIVEMOON TOWNSHIP, PA 15108CONTACT: JAKE MUZIKPHONE: (412) 860-8623EMAIL: jake.muzik@fedex.com100% PERMIT SETPHASING PLANC0.12FEDEXWAREHOUSEWOODCOCKREFRIGERATION CO.BELLEFLEUR BUSINESSCENTREVACANTUNITED-DELIVERYPROJECT SITE524 SULLIVAN AVEBUSINESS PARKR&L CARRIERSSULLIVAN AVEKE N N E D Y R D KENNEDY RDOWNER 456 SULLIVAN AVE LLC555 MADISON AVE, 6TH FLOORNEW YORK, NY 10022N.T.S.LOCATION MAP20276202846119519519513951774466395444420272022024444384LONG ISLAND SOUND84158491708495SOUTH WINDSORI S L A N DS T A T E O F R H O D E669191STATE OF CONNECTICUTSTATE OF NEW YORK UNIONSTAFFORDTOLLANDWILLINGTONENFIELDLOCKSWINDSOREASTWINDSORWINDSORELLINGTONSOMERSWINDSORSOUTHMANCHESTERWESTHARTFORDEASTHARTFORDWETHERSFIELDNEWINGTONBRITAINNEWHARTFORDVERNONGLASTONBURYCROMWELLPORTLAND71BERLINSOUTHINGTONROCKY HILL665CHESHIREMERIDENMIDDLETOWNMIDDLEFIELDPLAINVILLEBLOOMFIELDWOLCOTT322BRISTOLEASTGRANBYSUFFIELDCANTONSIMSBURYGRANBYAVONFARMINGTONCOLEBROOKNORTHCANAANCANAANNORFOLKWINCHESTERTORRINGTONCORNWALLGOSHENSALISBURYSHARONHARTFORDNEWLITCHFIELDHARWINTONWARRENMORRISKENTPLYMOUTHWATERTOWNTHOMASTONWASHINGTONWOODBURYBETHLEHEMMIDDLEBURYWATERBURYROXBURYBRIDGEWATERSHERMANNEWNEWMILFORDHARTLANDBARKHAMSTEDPROSPECTBURLINGTONNAUGATUCKOXFORDBEACONFALLSSOUTHBURYSEYMOURANSONIABETHELNEWTOWNBROOKFIELDDANBURYDERBYREDDINGRIDGEFIELDFAIRFIELDTHOMPSONKILLINGLYPUTNAMWOODSTOCKASHFORDEASTFORDCOVENTRYMANSFIELDPOMFRETSTERLINGVOLUNTOWNPLAINFIELDGRISWOLDNORTHSTONINGTONCHAPLINWINDHAMANDOVERSCOTLANDSPRAGUECOLUMBIALEBANONHEBRONMARLBOROUGHBOLTONLISBONNORWICHBOZRAHCOLCHESTERMONTVILLESALEMEAST HADDAMEASTHAMPTONHADDAMDURHAMFRANKLINLEDYARDPRESTONCANTERBURYBROOKLYNHAMPTONSTONINGTONGROTONLONDONNEWLYMEOLD LYMEESSEXOLDEAST LYMESAYBROOKCHESTERDEEPMADISONCLINTONKILLINGWORTHRIVERGUILFORDWESTBROOKWATERFORDWALLINGFORDNORTHBETHANYNORTHBRANFORD5EASTHAVENNEWHAVENBRANFORDWOODBRIDGESHELTONMONROEORANGEMILFORDSTRATFORDEASTONWESTONTRUMBULLWILTONFAIRFIELDWESTPORTBRIDGEPORTNEWCANAANSTAMFORDDARIENGREENWICHNORWALKWESTHAVENHAMDENHAVENSTATE OF MASSACHUSETTS DesignedReviewedProject No.ScaleDrawnDate2001752.143/15/2023Desc. REVISIONS DateNo.TitleSOUTH WINDSOR, CT 06074 40 KENNEDY ROADSheet No.Xref (s): ; BD2001752.14-01-South Windsor ; XY200175201_14-SouthWindsor CAD File:EX2001752.14-01-SOUTH WINDSOR5/11/2023, BDEVLIN, \\BLCOMPANIES.COM\DFS\PROJ\JOBS20\16\2001752\DWG\2001752.14 SOUTH WINDSOR\EX2001752.14-01-SOUTH WINDSOR.DWG.SP-1 24X36 20SC.2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying Environmental Engineering ArchitecturePROPOSED FEDEX GATEWAY BUILDING EXPANSIONEXISTINGCONDITIONSPLAN Z.Z.Z.Z.No. 2 of 12C0.021" = 20'J.B.Z.Z.Z.Z. GENERALNOTESGENERAL NOTES” C0.03No. 3 of 12DesignedReviewedProject No.ScaleDrawnDate2001752.143/15/2023Desc. REVISIONS DateNo.TitleSOUTH WINDSOR, CT 06074 40 KENNEDY ROADSheet No.Xref (s): ; BD2001752.14-01-South Windsor CAD File:GN2001752.14-01-SOUTH WINDSOR5/11/2023, BDEVLIN, \\BLCOMPANIES.COM\DFS\PROJ\JOBS20\16\2001752\DWG\2001752.14 SOUTH WINDSOR\GN2001752.14-01-SOUTH WINDSOR.DWG.GN-1 24X36.2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying Environmental Engineering ArchitecturePROPOSED FEDEX GATEWAY BUILDING EXPANSION J.B.Z.Z.Z.Z.NO SCALE TREE #1TREE #2TREE #3DesignedReviewedProject No.ScaleDrawnDate2001752.143/15/2023Desc. REVISIONS DateNo.TitleSOUTH WINDSOR, CT 06074 40 KENNEDY ROADSheet No.Xref (s): ; XY200175201_14-SouthWindsor ; XC2001752.14-01-South Windsor ; BD2001752.14-01-South Windsor ; XC2001752.14-02-South Windsor ; XC2001752.14-00-South Windsor ; 2001752-14 South WindsorCT - AS1-01 - SITE PLAN CAD File:DM2001752.14-01-SOUTH WINDSOR5/11/2023, BDEVLIN, \\BLCOMPANIES.COM\DFS\PROJ\JOBS20\16\2001752\DWG\2001752.14 SOUTH WINDSOR\DM2001752.14-01-SOUTH WINDSOR.DWG.DM-1 24X36 20SC.2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying Environmental Engineering ArchitecturePROPOSED FEDEX GATEWAY BUILDING EXPANSION Z.Z.Z.Z.No. 4 of 12C0.041" = 20'DEMOLITIONPLANJ.B. TREE #1TREE #2TREE #3DesignedReviewedProject No.ScaleDrawnDate2001752.143/15/2023Desc. REVISIONS DateNo.TitleSOUTH WINDSOR, CT 06074 40 KENNEDY ROADSheet No.Xref (s): ; XY200175201_14-SouthWindsor ; XC2001752.14-01-South Windsor ; BD2001752.14-01-South Windsor ; 2001752-14 South WindsorCT - AS1-01 - SITE PLAN CAD File:SP2001752.14-01-SOUTH WINDSOR5/11/2023, BDEVLIN, \\BLCOMPANIES.COM\DFS\PROJ\JOBS20\16\2001752\DWG\2001752.14 SOUTH WINDSOR\SP2001752.14-01-SOUTH WINDSOR.DWG.SP-1 24X36 20SC.2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying Environmental Engineering ArchitecturePROPOSED FEDEX GATEWAY BUILDING EXPANSIONSITEPLAN Z.Z.Z.Z.No. 5 of 12C0.051" = 20'SITEPLANZ.Z.Z.Z.J.B. FFE = 87.24DesignedReviewedProject No.ScaleDrawnDate2001752.143/15/2023Desc. REVISIONS DateNo.TitleSOUTH WINDSOR, CT 06074 40 KENNEDY ROADSheet No.Xref (s): ; XY200175201_14-SouthWindsor ; XC2001752.14-01-South Windsor ; BD2001752.14-01-South Windsor ; XC2001752.14-02-South Windsor ; 2001752-14 South WindsorCT - AS1-01 - SITE PLAN ; XC2001752.14-04-South Windsor CAD File:GD2001752.14-01-SOUTH WINDSOR5/11/2023, BDEVLIN, \\BLCOMPANIES.COM\DFS\PROJ\JOBS20\16\2001752\DWG\2001752.14 SOUTH WINDSOR\GD2001752.14-01-SOUTH WINDSOR.DWG.GD-1 24X36 20SC.2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying Environmental Engineering ArchitecturePROPOSED FEDEX GATEWAY BUILDING EXPANSION Z.Z.Z.Z.No. 6 of 12C0.061" = 20'GRADING,DRAINAGE ANDUTILITIES PLANJ.B. 1" = 20'Z.Z.Z.Z.SEDIMENT ANDEROSIONCONTROL PLANDesignedReviewedProject No.ScaleDrawnDate2001752.143/15/2023Desc. REVISIONS DateNo.TitleSOUTH WINDSOR, CT 06074 40 KENNEDY ROADSheet No.Xref (s): ; BD2001752.14-01-South Windsor ; XY200175201_14-SouthWindsor ; XC2001752.14-01-South Windsor ; 2001752-14 South WindsorCT - AS1-01 - SITE PLAN ; XC-TT-2001752.14-01-South Windsor CAD File:EC2001752.14-01-SOUTH WINDSOR5/11/2023, BDEVLIN, \\BLCOMPANIES.COM\DFS\PROJ\JOBS20\16\2001752\DWG\2001752.14 SOUTH WINDSOR\EC2001752.14-01-SOUTH WINDSOR.DWG.EC-1 24X36 20SC.2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying Environmental Engineering ArchitecturePROPOSED FEDEX GATEWAY BUILDING EXPANSION J.B.No. 7 of 12C0.07 NONESEDIMENT AND EROSION CONTROL NOTESX.X.X.X.X.X.SEDIMENT ANDEROSIONCONTROL NOTESDesignedReviewedProject No.ScaleDrawnDate2001752.143/15/2023Desc. REVISIONS DateNo.TitleSOUTH WINDSOR, CT 06074 40 KENNEDY ROADSheet No.Xref (s): ; BD2001752.14-01-South Windsor ; XY200175201_14-SouthWindsor ; XC2001752.14-01-South Windsor ; 2001752-14 South WindsorCT - AS1-01 - SITE PLAN ; XC-TT-2001752.14-01-South Windsor CAD File:EC2001752.14-01-SOUTH WINDSOR5/11/2023, BDEVLIN, \\BLCOMPANIES.COM\DFS\PROJ\JOBS20\16\2001752\DWG\2001752.14 SOUTH WINDSOR\EC2001752.14-01-SOUTH WINDSOR.DWG.EC-2 24X36.2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying Environmental Engineering ArchitecturePROPOSED FEDEX GATEWAY BUILDING EXPANSIONNo. 8 of 12C0.08 LANDSCAPE NOTES” DECIDUOUS TREE PLANTINGSHRUB PLANTINGGROUNDCOVER PLANTINGDesignedReviewedProject No.ScaleDrawnDate2001752.143/15/2023Desc. REVISIONS DateNo.TitleSOUTH WINDSOR, CT 06074 40 KENNEDY ROADSheet No.Xref (s): ; BD2001752.14-01-South Windsor CAD File:LL2001752.14-01-SOUTH WINDSOR5/11/2023, BDEVLIN, \\BLCOMPANIES.COM\DFS\PROJ\JOBS20\16\2001752\DWG\2001752.14 SOUTH WINDSOR\LL2001752.14-01-SOUTH WINDSOR.DWG.LL-1 24X36 NTS.2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying Environmental Engineering ArchitecturePROPOSED FEDEX GATEWAY BUILDING EXPANSION Z.Z.Z.Z.No. 9 of 12C0.091" = 20'LANDSCAPINGNOTES ANDDETAILSZ.Z.Z.Z.J.B. DETAIL SHEETN/ANo. 10 of 12C0.10PREPARED SUBGRADE COMPACTED TO 95%MAXDRY DENSITY PER ASTM D1557N.T.SPREPARED SUBGRADECOMPACTED TO 95% MAXDRYDENSITY PER ASTM D1557DesignedReviewedProject No.ScaleDrawnDate2001752.143/15/2023Desc. REVISIONS DateNo.TitleSOUTH WINDSOR, CT 06074 40 KENNEDY ROADSheet No.Xref (s): ; BD2001752.14-01-South Windsor CAD File:DN2001752.14-01-SOUTH WINDSOR5/11/2023, BDEVLIN, \\BLCOMPANIES.COM\DFS\PROJ\JOBS20\16\2001752\DWG\2001752.14 SOUTH WINDSOR\DN2001752.14-01-SOUTH WINDSOR.DWG.DN-1.2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying Environmental Engineering ArchitecturePROPOSED FEDEX GATEWAY BUILDING EXPANSION J.B.Z.Z.Z.Z.ASPHALT PAVEMENT - LIGHT STRUCTURE N/ANo. 11 of 12C0.11DETAIL SHEETPLANINTERIOR PARKING LOT CURB/PIER LOCATIONELEVATIONWITH CONCRETE FOUNDATION IN PARKING LOTSTEEL SITE LIGHTING POLE DETAILDesignedReviewedProject No.ScaleDrawnDate2001752.143/15/2023Desc. REVISIONS DateNo.TitleSOUTH WINDSOR, CT 06074 40 KENNEDY ROADSheet No.Xref (s): ; BD2001752.14-01-South Windsor CAD File:DN2001752.14-01-SOUTH WINDSOR5/11/2023, BDEVLIN, \\BLCOMPANIES.COM\DFS\PROJ\JOBS20\16\2001752\DWG\2001752.14 SOUTH WINDSOR\DN2001752.14-01-SOUTH WINDSOR.DWG.DN-2.2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying Environmental Engineering ArchitecturePROPOSED FEDEX GATEWAY BUILDING EXPANSIONADA RAMP DETAILTYPICAL LAYOUTTYPE EDETAIL BDETAIL CDETAIL DTYPE DCONCRETE CONTROL JOINTJ.B.Z.Z.Z.Z. DesignedReviewedProject No.ScaleDrawnDate2001752.143/15/2023Desc. REVISIONS DateNo.TitleSOUTH WINDSOR, CT 06074 40 KENNEDY ROADSheet No.Xref (s): ; XY200175201_14-SouthWindsor ; XC2001752.14-01-South Windsor ; BD2001752.14-01-South Windsor ; 2001752-14 South WindsorCT - AS1-01 - SITE PLAN CAD File:PH2001752.14-01-SOUTH WINDSOR5/11/2023, BDEVLIN, \\BLCOMPANIES.COM\DFS\PROJ\JOBS20\16\2001752\DWG\2001752.14 SOUTH WINDSOR\PH2001752.14-01-SOUTH WINDSOR.DWG.PH-1 24X36 20SC.2023 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying Environmental Engineering ArchitecturePROPOSED FEDEX GATEWAY BUILDING EXPANSION Z.Z.Z.Z.No. 12 of 12C0.121" = 20'PHASINGPLANZ.Z.Z.Z.J.B. STORAGE INTERVIEW OFFICE INTERVIEWINTERVIEW UTILITY/ TELECOMM JANITORWOMENMEN CORRIDOR APPLICATIONS SECURITY PACKAGE PICK-UP EXISTING FENCE EXISTING RAMP AND RAILINGS EXISTING RAMP AND RAILINGS 14 19 27 31 31 31 32 33 DASHED LINE OF PROPOSED ADDITION (VIF) DASHED LINE OF PROPOSED ADDITION (VIF) 34 DEMOLITION PLAN GENERAL NOTES 1. THE DEMOLITION SHOWN ON PLAN IS DIAGRAMMATIC AND INTENDED TO SHOW THE GENERAL EXTENT IF THE WORK ONLY. CONTRACTOR TO INCLUDE ALL DEMOLITION, WHETHER SPECIFICALLY CALLED FOR OR NOT, THAT IS NECESSARY TO ACCOMPLISH THE INTENT OF THE PLANS AND SPECIFICATIONS. 2. ALL OPENING WHERE EXISTING DUCTS, VENTS, PIPING, AND ELECTRICAL EQUIPMENT ARE TO BE REMOVED, ARE TO BE FILLED AND PATCHED TO MATCH EXISTING OR NEW ADJACENT FINISH DESIGNATION, INCLUDING FIRE RATING. 3. REMOVE AS NECESSARY ANY EXISTING PIPING , ELECTRICAL CONDUIT OR OTHER MECHANICAL/ELECTRICAL DEVICES EXPOSED WHEN EXISTING WALLS, CEILINGS, OR FLOORS ARE ALTERED OR PUNCTURED FOR NEW OPENINGS, COORDINATE WITH MEP DRAWINGS FOR SALVAGE REQUIREMENTS OF EXISTING SYSTEM. 4. ALL AREA OF FLOORS, WALLS, AND CEILINGS DISTURBED FROM DEMOLITION ARE TO BE FILLED OR PATCHED TO MATCH EXISTING OR NEW ADJACENT FINISH DESIGNATION, INCLUDING FIRE RATING. 5. CONTRACTOR TO REFER TO FLOOR PLANS AND DETAILS PRIOR TO CUTTING OPENINGS IN EXISTING WALLS. 6. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING BUILDING SYSTEMS PRIOR TO DEMOLITION OF FLOOR AND WALL AREAS REQUIRED FOR THE INSTALLATION OF NEW STRUCTURAL, PLUMBING, FIRE PROTECTION, MECHANICAL, AND ELECTRICAL SYSTEMS. 7. WHERE NEW OPENINGS ARE CREATED IN EXISTING CONSTRUCTION PATCH SURROUNDING FINISHES TO MATCH EXISTING OR NEW FINISH DESIGNATION, INCLUDING FIRE RATING. 8. REFER TO SITE, STRUCTURAL, PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR RESPECTIVE DEMOLITION REQUIREMENTS. 9. WHERE NEW DOORS AND CASED OPENINGS ARE CREATED IN EXISTING WALLS, PATCH AND LEVEL EXISTING FLOOR TO RECEIVE NEW FLOOR FINISH. 10. REFER TO ARCHITECTURAL PLANS, SECTIONS, ELEVATIONS, DETAILS FOR INTENT OF DESIGN. COORDINATE ALL DEMO WORK WITH ALL NEW WORK SHOWN ON FLOOR PLAN. DEMO CONTRACTOR IS RESPONSIBLE FOR INTERPRETING THE DESIGN INTENT & ALSO RESPONSIBLE FOR CONDUCTING ANY/ALL NECESSARY WORK WHETHER SHOWN HERE OR NOT. 11. REFER TO MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION DEMOLITION DRAWINGS FOR ALL SYSTEMS SCHEDULED TO BE REMOVED. COORDINATE ALL DEMOLITION WORK FOR SAID SYSTEMS WITH ARCHITECTURAL DEMOLITION PLANS. 12. REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION PLANS FOR INTENT OF DESIGN OF ALL NEW SYSTEMS. COORDINATE ALL DEMO WORK WITH ALL NEW WORK SHOWN. 13. ALL EQUIPMENT & FURNISHINGS, INCLUDED SIGNAGE, IN AREAS TO BE DEMOLISHED SHALL BE SALVAGED FOR RELOCATION BY OWNER. 14. ALL EXISTING SIGNAGE SHALL BE REMOVED & SALVAGED FOR INSTALLATION AT NEW, OWNER DIRECTED LOCATIONS. 15. GC TO MAINTAIN BUILDING INTEGRITY DURING DEMOLITION AND CONSTRUCTION. N 355 Research Parkway Meriden, CT 06450 (203) 630-1406 (203) 630-2615 Fax Project No.: Date: Reviewed: Drawn: Designed: Title: Sheet No. © 2022 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. Issued for: TRUE NORTH CompaniesArchitectureEngineeringEnvironmentalLand SurveyingC:\Users\MBarron\Documents\Revit\2020 Local Files\2001752.14 SOUTH WINDSOR-R20-Central_mbarron43VZ9.rvt3/29/2023 5:56:24 PMAD1.01 DEMOLITION FLOOR PLAN 2001752.14 03/29/2023 - RH MG40 KENNEDY ROADSOUTH WINDSOR, CT 06074GATEWAY BUILDING EXPANSIONPERMIT 1/4" = 1'-0" DEMOLITION FLOOR PLAN1DEMOLITION FLOOR PLAN #KEY NOTES - DEMOLITION # DESCRIPTION 14 EXISTING SECURITY EQUIPMENT TO BE REMOVED, TYPICAL. 19 PATCH/REPAIR/REPLACE FINISHES WHERE DEMOLITION OCCURRED - MATCH EXISTING. 27 EXISTING WALL BASE TO BE REMOVED, PREP FOR NEW ASSEMBLY MATERIALS, COORDINATE EXTENTS WITH NEW WORK. 31 REMOVE WINDOW IN ITS ENTIRETY. PREPARE OPENING FOR NEW WALL ASSEMBLY INFILL. 32 EXISTING LOCKER SHELTER TO BE REMOVED IN ITS ENTIRETY TO INCLUDE LOCKERS. PREPARE SURROUNDING FOR CIVIL SCOPE. SEE CIVIL DWGS. 33 REMOVE PORTIONS OF EXTERIOR SIDING WITH BATTENS EXPOSING WALL SHEATHING. COORD EXTENTS OF DEMOLITION W/ NEW WORK. 34 WORK IN THIS AREA TO BE COMPLETED AFTER NEW ADDITION IS OPERATIONAL.REVISIONSNODATEDESCRIPTION 43'-0"4'-5"9'-9"NEW CONCRETE WALKWAY 5'-6" 1'-0" 5'-6" 9" 7'-3" 6'-11" 5'-3" 1'-4" 3'-10" 1'-0" 3'-10" 1'-0" 8'-3" 8'-2"19'-11"14'-0" 4'-7" 4'-10" 4'-6" 9'-6"5'-10" 5'-10" 4'-2" 2'-11" 10'-0"2'-11" 2'-4" MECHANICAL ROOM 106 SECURITY OFFICE 104 EQ EQ 28'-1"14'-0" NEW SECURITY FENCE 57'-7"SECURITY APPLICATIONS OFFICE UTILITY/TELECOM EXISTING RAMP EXISTING RAMP PACKAGE PICK-UP STORAGEINTERVIEWINTERVIEWJANITOR INTERVIEWWOMENMEN CORRIDOR SECURITY 103 ENTRY 101 EXIT 10257'-7"5'-0"9'-6"7'-0"10'-6"11'-0"5'-6"5'-0"10'-7"13'-7"14'-5"9'-7"21'-6"17'-1"4'-5" NOT IN SCOPE 14'-0"EQEQ15'-6"4'-11" 6'-1"8'-3"103D 8CC- 103C 8CC- 103B 8DCB1 103A 8C- 102B 8CC- 102A 8CC- 101B 8C- 101A 8C-EQ 4'-6" EQ EXTENT OF NEW CONSTRUCTION EXTENT OF EXISTING CONSTRUCTION A A A A D1 A7 A6 A10 A6 A6 A A69'-6"T3S9'-6"T3S9'-6"A3S9'-6"A3S9'-6"T3S9'-6"T3S9'-6"T3S9'-6"T3S9'-6"T3S9'-6"T3S9'-6"T3S9'-6"KS9'-6"KS9'-6"KS09 S2 S2 S35 S35 S24 S24 S1 S1 S34S33S32 102C 8BC- S36 S25 2 A6.01 1 A6.01 104 3B1- A9.01 4 A5.012 A5.02 1 A5.01 1 04 04 04 04 EQEQ3'-5" 10 S26 S14 S15 S18 S28 S10 S13 03 07 3'-5" 3'-10" 6'-11" 5'-3" S S 01 S6 S6 S6 S6 S29S30 FLR FLR USE 1" RIGID CONDUIT W/ PUL WIRE. TERMINATE INTO JUNCTION BOX ON FLOOR S2 S2 S2 S36 S1 S1 S1 S26 9'-5"4'-1"10'-4"5'-8"3'-10"S14 S15 1111 1212 12 13 13 13 11'-2 3/8" 2 A9.01 1 A9.0114 FLOOR PLAN GENERAL NOTES 1. ALL EXISTING TO REMAIN ITEMS ADJACENT TO OR DISTURBED BY NEW CONSTRUCTION ARE TO BE PATCHED / REPAIRED TO MATCH EXISTING OR ADJACENT NEW CONSTRUCTION. 2. ALL EXISTING PARTITIONS INDICATED ON THE EGRESS PLANS TO BE SMOKE / FIRE RATED NEED TO BE MODIFIED TO MEET REQUIREMENTS AS REQUIRED TO COMPLY WITH DETAILS SHOWN FOR NEW PARTITION 3. WHERE NEW PARTITIONS ARE ALIGNED WITH EXISTING, ALIGN FROM FINISH FACE OF BOTH. IF PARTITIONS ARE TO ATTACH, MAKE TRANSITION SMOOTH UNIFORM SURFACE. 4. ALL PENETRATIONS IN EXISTING WALLS OR FLOORS SHALL BE SEALED FOR SMOKE / FIRE RATINGS AS REQUIRED 5. PROVIDE ANY OPENINGS REQUIRED FOR MECHANICAL, ELECTRICAL, PLUMBING AND TECHNOLOGY INSTALLATION OF NEW CONSTRUCTION AND REPAIR TO MATCH EXISTING. 6. PATCH AND LEVEL EXISTING FLOOR / CONCRETE SLAB AT ALL LOCATIONS AS REQUIRED. 7. PREPARE EXISTING SURFACES TO RECEIVE NEW FINISHES AS REQUIRED. EXISTING BUILDING NOTES 1. FIELD VERIFY ALL DIMENSIONS AND ADVISE ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK OR PROCUREMENT OF DIMENSION SENSITIVE PRODUCTS. 2. DIMENSIONS ARE TO THE FACE OF STUDS, UNLESS OTHERWISE NOTED. 3. GYPSUM WALLBOARD A. WORK SHALL COMPLY WITH ASTM C840-STANDARD SPECIFICATIONS FOR APPLICATION AND FINISHING OF GYPSUM BOARD. B. GYPSUM WALLBOARD TO RECEIVE LEVEL 4 FINISHES PER ASTM C840. SURFACE SHALL BE SMOOTH AND READY TO RECEIVE FINISH MATERIAL. PROVIDE MOISTURE RESISTANT GWB IN RESTROOM WETWALLS AND AT SINK COUNTERS. C. GYPSUM WALLBOARD NOT TO RECEIVE FINISHES SHALL BE FINISHED TO LEVEL 2 FINISH PER ASTM C840 D. WATER RESISTANT GYPSUM TO BE 5/8" DENS ARMOR PLUS OR EQUAL COMPLYING WITH ASTM C1178, C1288 OR C1325. 4. ALL GYPSUM WALLBOARD IS TO BE 5/8" THICK UNLESS NOTED OTHERWISE. UNIFORM LOAD AT PARTITIONS IS 5 PSF WITH ALLOWABLE DEFLECTION OF L/240 UNLESS SHELVING AND EQUIPMENT IS PROPOSED FOR ATTACHMENT. 5. ALL PARTITIONS TO BE BUILT TO BOTTOM OF WOOD TRUSS SHALL ENCOMPASS ANY STRUCTURE SUCH AS JOISTS AND BEAMS THAT MAY NEED TO BE FRAMED OUT TO PROVIDE DRYWALL. ALL PENETRATIONS SHALL BE SEALED AS REQUIRED. 6.PROVIDE BRACING PER MANUFACTURER RECOMMENDATIONS OF ALL PARTITIONS THAT DO NOT EXTENDED FULL HEIGHT TO UNDERSIDE OF STRUCTURE ABOVE. 7.ALL PARTITION FRAMING THAT EXTENDS FROM SLAB TO STRUCTURE ABOVE. PROVIDE GALVANIZED STEEL SHEET DEEP LEG DEFLECTION TRACK (20 GA), 'SLP-TRK' BY SLIP TRACK SYSTEMS, INC. SECURE TO STRUCTURE WITH FASTENERS AT 2'-0" O.C. MAXIMUM. DO NOT SECURE TRACK TO VERTICAL STUDS. PROVIDE MINIMUM 2 1/2" TO TOP OF STUD. 8.ALL BOTTOM TRACK RUNNERS TO BE HELD IN PLACE WITH FASTENERS AT 2'-0" O.C. MAX. WITH HILTI POWDER DRIVER ANCHORS #2388, 0.145" DIA. SHANK WITH 1 1/8" MIN. PENETRATION. 9.PROVIDE HORIZONTAL BRIDGING IN ALL PENETRATION FRAMING AT MAXIMUM OF 6'-0" O.C. VERTICALLY. UNLESS OTHERWISE NOTED. 10.PROVIDE ACOUSTICAL SEALANT AT THE CONNECTION OF ALL GYP. BD. TO DECK OR SLAB CONDITIONS. HOLD GYP. BD. 3/8" OFF STRUCTURE FOR SEALANT. PROVIDE J-BEAD AT ALL SEALED EDGES. 11.PER CODE SECTION 720, ALL CONCEALED AND EXPOSED INSULATION SHALL HAVE A CLASS A FLAME SPREAD AND SMOKE DEVELOPMENT INDEX PER ASTM E 84. 12.INSULATING MATERIALS WHEN INSTALLED IN BUILDINGS OF ANY TYPE CONSTRUCTION SHALL COMPLY WITH LOCAL JURISDICTION CODE. 13.ALL PLYWOOD & BLOCKING TO BE FIRE RETARDANT TREATED. 14.PROVIDE CONTROL JOINTS IN ALL WALLS EXCEEDING 30' IN LENGTH AND HEIGHT AND EVERY 30' THEREAFTER, USG#093 15.ALL DOORS SHALL BE LOCATED WITH HINGE SIDE OF FRAME 4" OFF FINISHED WALL, (AT CORNER CONDITION), UNLESS OTHERWISE NOTED. 16.5% BUT NOT LESS THAN 1% OF SEATING AND STANDING SURFACES AT DINING SURFACES SHALL BE ACCESSIBLE. 17.SEE STRUCTURAL DRAWINGS FOR SLAB AND FOUNDATION INFORMATION. 18.PROVIDE FIRE EXTINGUISHERS. SEE FIRE EXTINGUISHER SPECIFICATION. SEE EGRESS & FLOOR PLANS FOR LOCATIONS. COORDINATE LOCATION OF FIRE EXTINGUISHERS WITH TENANT AND LOCAL FIRE OFFICIALS. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH N.F.P.A. 10. THE FIRE EXTINGUISHERS SHALL BE ARRANGED WITH A MAXIMUM TRAVEL DISTANCE TO AN EXTINGUISHER NOT TO EXCEED 50 FEET. N 355 Research Parkway Meriden, CT 06450 (203) 630-1406 (203) 630-2615 Fax Project No.: Date: Reviewed: Drawn: Designed: Title: Sheet No. © 2022 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. Issued for: TRUE NORTH CompaniesArchitectureEngineeringEnvironmentalLand SurveyingC:\Users\MBarron\Documents\Revit\2020 Local Files\2001752.14 SOUTH WINDSOR-R20-Central_mbarron43VZ9.rvt3/29/2023 5:56:09 PMA1.01 FLOOR PLAN 2001752.14 03/29/2023 MG RT DM40 KENNEDY ROADSOUTH WINDSOR, CT 06074GATEWAY BUILDING EXPANSIONPERMIT 1/4" = 1'-0" FIRST FLOOR PLAN1FIRST FLOOR PLAN KEY PLAN KEY NOTES - SECURITY # DESCRIPTION S1 METAL DETECTOR CEIA #SMD600+. PROVIDED BY FXG-PPS DEPT. S2 FULL HEIGHT TURNSILE, BOON EDAM TURNLOCK-150ASTG-PW-FXG, NO SUBSTITUTIONS S6 42" HIGH ROUND 1 1/2" DIA. BRUSHED ALUMINUM RAILING. ROUND ALL CORNERS 1" RADIUS, TYP S10 INBOUND TURNSTILE OVERRIDE CONTROL PANEL BY FXG-PPS DEPT. S13 VEHICLE ENTRY GATES PUSH-BUTTON CONTROLS MOUNTED UNDER WINDOW APPROX. 30" AFF. S14 WALL MOUNTED BRACKET FOR FLAT SCREEN MONITOR (PEERLESS INDUSTRIES MODEL #SFL646). CENTERED @ 96" A.F.F. BRACKET AND MONITOR PROVIDED BY FXG-PPS DEPT., COORDINATE MOUNTING HEIGHT WITH MONITOR SIZE & CEILING HEIGHT S15 RECEPTACLES @ 96" AFF, COORDINATE MOUNTING HEIGHT WITH MONITOR SIZE & CEILING HEIGHT. S18 EMPTY BOXES FOR PPS USE ONLY, COORDINATE MOUNTING HEIGHT WITH WINDOW POSITION, CEILING HEIGHT & PPS REQUIREMENTS S24 FULL HEIGHT TURNSILE, BOON EDAM TURNLOCK-150ASTG-FXG, NO SUBSTITUTIONS. S25 SECURITY LOCKERS, 19 UNITS (114 LOCKERS) REFER TO SPEC. S26 CARD READER ON FLOOR MOUNTED PEDESTAL BY FXG-PPS DEPT. S28 WALL-MOUNTED CARD READER, COORD WITH HARDWARE SET. S29 DEDICATED RECEPTACLE FOR PPS USE ONLY S30 EMPTY BOX FOR PPS USE ONLY S32 THIS BOX FOR IT USE ONLY. BOXES MOUNTED @ 124" AFF S33 RECEPTACLES @ 124" AFF S34 THIS EMPTY BOX FOR PPS USE ONLY. BOXES MOUNTED @ 124" AFF S35 X-RAY SCREENING EQUIPMENT BY FXG PPS. S36 TRAY RETURN EQUIPMENT BY FXG PPS. KEY NOTES - CONSTRUCTION # DESCRIPTION 01 PROVIDE NEW PACKAGE PICK-UP COUNTER AS REQUIRED, VERIFY EXISTING CONDITIONS. 03 SEMI-RECESSED FIRE EXTINGUISHER CABINET, REFERENCE SPECIFICATIONS AND FIXTURE MOUNTING HEIGHTS IN GENERAL SHEETS. PROVIDE OPENING FRAMING AS REQUIRED FOR INSTALLATION. 04 NEW DOWNSPOUT, SEE ROOF PLAN. 07 NEW 4'-0" WIDE X 7'-0" HIGH SECURITY GATE W/ PANIC HARDWARE BY SECURITY FENCE MFR. PROVIDE MECHANICAL FREE EGRESS FROM INTERIOR. 09 FURNITURE OR EQUIPMENT BY TENANT, TYPICAL. 10 FURR OUT WALL (MINIMIZE) AT HOSE BIB LOCATION. 11 WINDOW FILM APPLIED TO INTERIOR SURFACE OF GLASS, "SEE GENERAL WINDOW NOTES ON SHEET A8.01 FOR SPECIFICATION" 12 PROVIDE A LAYER OF 5/8" GYP BD FROM FF TO BOTTOM OF TRUSS WHERE DEMOLITION OCCURRED. 13 INFILL EXISTING WINDOW OPENING, MATCH EXISTING WALL CONSTRUCTION & FINISH. SMOOTH OUT & BLEND-IN W/ EXISTING ADJACENT FINISHES. 14 WORK IN THIS AREA TO BE COMPLETED AFTER NEW ADDITION IS OPERATIONAL.REVISIONSNODATEDESCRIPTION GENERAL NOTES: • SEE PLANS FOR SIZE OF STUD, OPTIONAL BATTING, TYPE AND REQUIRED LAYER CONFIGURATION OF GWB. • CONTRACTOR TO VERIFY EXACT TYPE OF BASE, TOP AND TRANSITION DETAIL NEEDED FOR WALLS UNLESS PARTIAL HEIGHT WALLS OR OTHER WALLS THAT ARE DEFINED IN OTHER PARTS OF THE DOCUMENTS. • WALL TYPE 'Z' DENOTES A WALL THAT IS EXPLAINED BY A WALL SECTION AND NOT THE TAG. SEE THE SECTION THAT IS NOTED. • WALL TYPES THAT TERMINATE AT "STRUCTURE" ARE REFERRING TO BUILDING STRUCTURE AND NOT A STRUCTURAL CAP FOR THE ROOM UNLESS THERE IS A HEIGHT ASSOCIATED WITH THE TAG AS SHOWN ABOVE TO LOCATE A CAP. • SEE PARTITION DETAILS SHEET FOR HEAD OF WALL DETAILS AS INDICATED ON PER TAGS PARTITION TYPE LEGEND WALL TAGS BA32HR12'-6""B" BATTING, "S" SOUND ATTENUATION WHERE APPLICABLE WALL TYPE & CORE TYPE FIRE RATING IF APPLICABLE TOP OF WALL A.F.F. OR "TO DECK" BASIS OF DESIGN: • GWB IS 5/8" UNLESS DESIGN NOTES OTHERWISE CORE TYPES CORE CODE METAL STUD CMU INSULATED METAL PANELS 1 1 5/8" NA NA 2 2 1/2" NA 2" 3 3 5/8" NA 3" 4 4" 3 5/8" 4" 5 NA NA 5" 6 6" 5 5/8" 6" 8 8" 7 5/8" 8" 10 10" 9 5/8" NA 12 12" 11 5/8" NA PRECAST INSULATED CONCRETE NA 8"NA NA NA NA NA 10"12" 0.5 (7/8") NA NA NA (#")INDICATES HAT CHANNEL WOOD STUD 1 1/2"2 1/2"3 1/2"NA 5 1/2"7 1/4"9 1/4"11 1/4"(3/4")NA 2X WOOD WALL STUD PER WALL DESIGNATION INSULATION BATT AS INDICATED 5/8" GYP. BOARD (BOTH SIDES)1/2"ACOUSTIC SEALANT. (BOTH SIDES) REFERENCE WALL TAG FOR TOP OF WALL CONDITION PRESSURE-TREATED 2X WOOD PLATE DOUBLE 2X WALL PLATE 16 GA. METAL DEFLECTION TRACK TO ALLOW FOR 1" MOVEMENT CONT. 1/2" CAULK JOINT W/BACKER ROD, TYP EACH SIDE GWB CEILING TRUSS BOTTOM CHORD GENERAL PARTITION NOTES 1. WALL TYPES LISTED REPRESENT SEVERAL TYPES OF WALL CONSTRUCTION, ALL OF WHICH MAY NOT BE USED ON THIS PROJECT. REFER TO FLOOR PLANS FOR WALL TYPE DESIGNATIONS. 2. EXTEND ALL WOOD STUDS AND GYPSUM BOARD TO 6" ABOVE CEILING UNLESS OTHERWISE NOTED. 3. STUD SPACING SHALL BE 16" O.C. UNLESS OTHERWISE NOTED. 4. ALL DIMENSIONS ARE TO FACE OF STUD, UNLESS OTHERWISE NOTED. 5. PROVIDE BRACING PER MANUFACTURER'S RECOMMENDATIONS FOR ALL PARTITIONS THAT DO NOT EXTEND FULL HEIGHT TO UNDERSIDE OF STRUCTURE ABOVE. 6. ALL WALLS THAT EXTEND TO STRUCTURE ABOVE SHALL HAVE A DOUBLE TOP PLATE. 7. ALL BOTTOM PLATES TO BE PRESSURE-TREATED. ANCHOR TO SLAB AS REQUIRED. 8. PROVIDE HORIZONTAL BRIDGING IN ALL PARTITION FRAMING AT A MAXIMUM OF 5'-0" O.C. VERTICALLY. G.C. TO VERIFY WITH STUD MANUFACTURER TO DETERMINE IF HORIZONTAL BRIDGING IS REQUIRED FOR STUD WALLS WITH GYPSUM WALL BOARD ON BOTH SIDES THAT EXTEND TO THE ROOF DECK ABOVE. 9. ALL GYPSUM WALL BOARD TO BE 5/8" THICK UNLESS OTHERWISE NOTED. 10. PROVIDE ASTM C840 LEVEL 4 FINISH ON ALL GWB PARTITIONS TO RECEIVE TENANT FINISHES. RATED PARTITIONS TO RECEIVE FINISH LEVEL AS DIRECTED BY U.L. DESIGN. (MINIMUM LEVEL 4) 11. UNIFORM LOAD AT CEILINGS IS 10 PSF. 12. UNIFORM LATERAL LOAD AT PARTITIONS IS 5 PSF WITH L/240 DEFLECTION. 13. THERMAL AND ACOUSTIC INSULATION, OTHER THAN FOAM PLASTICS, HAVING A FLAME SPREAD INDEX OF NOT MORE THAN 25 ARE ALLOWED IN TYPE I AND TYPE II CONSTRUCTION. IF THIS INSULATION IS PLACED BETWEEN TWO LAYERS OF NONCOMBUSTABLE MATERIALS WITHOUT AN INTERVENING AIR SPACE, THE INSULATION SHALL BE ALLOWED TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 100. 14. INSULATING MATERIALS, WHERE EXPOSED ABOVE THE CEILING, SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450. 15. THERMAL AND SOUND INSULATION AND COVERING WHICH ARE INSTALLED IN CONCEALED AND EXPOSED SPACES AND AS COVERING OVER PIPE AND TUBING SHALL BE TESTED IN ACCORDANCE WITH AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) E 84 AND HAVE A FLAME SPREAD OF 0-25 AND A SMOKE INDEX OF 0-450. R-21 INSULATION BATT AS INDICATED SIDING TO MATCH EXISTING. SEE EXTERIOR ELEVATIONS A5.00 SERIES REFERENCE WALL TAG FOR TOP OF WALL CONDITION 5/8" GYP BD VAPOR RETARDER (TYP) EXTERIOR SHEATHING, SEE STRUCT DWGS 2X6 FRAMING @ 16" O.C. (TYP) AIR BARRIER (TYP) 2X HORIZ FURRING @ 16" O.C. WALL STUD PER WALL DESIGNATION 1" RIGID INSULATION (MIN R-5) 2X WOOD WALL STUD PER WALL DESIGNATION INSULATION BATT AS INDICATED 5/8" GYP. BOARD 1/2"ACOUSTIC SEALANT BALLISTIC PANEL REFERENCE WALL TAG FOR TOP OF WALL CONDITION UL752 LEVEL 3 BALLISTIC PANEL SUBSTRATE ON THREAT SIDE TO 8'-0" AFF, GYP. BOARD FROM 8'-0" AFF TO WALL TERMINATION, MATERIAL THICKNESSES TO MATCH, SEE PLAN FOR PANEL OCCURRENCE PRESSURE-TREATED 2X WOOD PLATE SECURE SIDE NON-SECURE SIDE DOUBLE 2X WALL PLATE 16 GA. METAL DEFLECTION TRACK TO ALLOW FOR 1" MOVEMENTCONT. 1/2" CAULK JOINT W/BACKER ROD, TYP EACH SIDE GWB CEILING TRUSS BOTTOM CHORD 2X WOOD WALL STUD PER WALL DESIGNATION INSULATION BATT AS INDICATED 5/8" GYP. BOARD (BOTH SIDES)1/2"ACOUSTIC SEALANT. (BOTH SIDES) REFERENCE WALL TAG FOR TOP OF WALL CONDITION PRESSURE-TREATED 2X WOOD PLATE INTERIOR SHEATHING , SEE STRUCT DWGS SEE STRUCT DWGS FOR BASE OF WALL SHEAR CONNECTION / ANCHORING REQUIREMENTS NEW OR EXISTING WALL STUDS, COORD W/ EXISTING CONDITIONS & NEW WORK DOUBLE 2X WALL PLATE 16 GA. METAL DEFLECTION TRACK TO ALLOW FOR 1" MOVEMENT CONT. 1/2" CAULK JOINT W/BACKER ROD, TYP EACH SIDE GWB CEILING TRUSS BOTTOM CHORD 5/8" GYP BOARD UL752 LEVEL 3 BALLISTIC PANEL SUBSTRATE ON THREAT SIDE TO 8'-0" AFF, GYP BOARD FROM 8'-0" AFF TO WALL TERMINATION, MATERIAL THICKNESS TO MATCH, SEE PLAN FOR OCCURRENCE SECURE SIDE NON-SECURE SIDE EXIST STRUCTURE ABOVE EXIST GYP BD CEILING EXIST WALL CONSTRUCTION ACOUSTIC SEALANT 1/2"VINYL BASE 355 Research Parkway Meriden, CT 06450 (203) 630-1406 (203) 630-2615 Fax Project No.: Date: Reviewed: Drawn: Designed: Title: Sheet No. © 2022 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. Issued for:CompaniesArchitectureEngineeringEnvironmentalLand SurveyingC:\Users\MBarron\Documents\Revit\2020 Local Files\2001752.14 SOUTH WINDSOR-R20-Central_mbarron43VZ9.rvt3/29/2023 5:56:10 PMA1.10 WALL TYPES & DETAILS 2001752.14 03/29/2023 MG RT DM40 KENNEDY ROADSOUTH WINDSOR, CT 06074GATEWAY BUILDING EXPANSIONPERMIT 1" = 1'-0" DUAL GYPA1" = 1'-0" EXTERIOR WALLK1" = 1'-0" DUAL GYP W/ BALLISTIC PANELT 1" = 1'-0" INTERIOR SHEAR WALLU 1" = 1'-0" SINGLE GYP W/ BALLISTIC PANELS REVISIONSNODATEDESCRIPTION SECURITY OFFICE 104 SECURITY 103 MECHANICAL ROOM 106 ENTRY 101 EXIT 102 C1 8'-0" C1 9'-5 3/8" C1 9'-5 3/8" C1 9'-5 3/8" C1 9'-5 3/8" SECURITY APPLICATIONS OFFICE UTILITY/TELECOM PACKAGE PICK-UP STORAGEINTERVIEWINTERVIEWJANITOR INTERVIEWWOMENMEN CORRIDOR NOT IN SCOPE 02 0303030308 08 08 08 04 04 09 09 09 09 14 15 7'-0" 13 PT-1 PT-1 PT-1 PT-1 PT-1 TYP UNO 11 C0 EX 11 C0 EX 7'-10" 7'-10" 7'-10" 7'-10" PT-1 +/- 6'-1"50'-0" (5 FIXTURES AT EQUAL SPACING)+/- 2'-11"+/- 6'-1"50'-0" (5 FIXTURES AT EQUAL SPACING)+/- 2'-11"7'-0"1'-7"7'-0"7'-5"7'-5" EQEQ4'-6"8'-1"15'-4" 6'-2"7'-5" 7'-0"3'-0"7'-0"4'-5"9'-4"11'-3"9'-4"9'-5"4'-10"4'-1"2'-7"2'-8" 18 CEILING TYPE LEGEND EXPOSED STRUCTURE EXISTING CEILING TO REMAIN -VIF GWB (PT-1) EXP C0 C1 1. "EXP" OR "EXPOSED" CEILING INDICATES THE STRUCTURE AND ANY MEP ELEMENTS IN THIS SPACE ARE TO BE EXPOSED AND PAINTED TO CREATE A FINISHED SPACE 2. REFLECTED CEILING PLANS ARE INTENDED FOR COORDINATION PURPOSES FOR MECHANICAL, ELECTRICAL, FIRE PROTECTION, AND ARCHITECTURAL ELEMENTS. REFER TO RESPECTIVE DRAWINGS FOR SPECIFIC REQUIREMENTS. 3. LIGHT FIXTURE SYMBOLS ON REFLECTED CEILING PLANS ARE DIAGRAMMATIC AND FOR REFERENCE ONLY. REFER TO ELECTRICAL DRAWINGS FOR TYPE OF LIGHT FIXTURES. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR QUANTITY OF LIGHT FIXTURES AS INDICATED ON ELECTRICAL DRAWINGS. 4. REFER TO FIRE PROTECTION DRAWINGS FOR ADDITIONAL REQUIREMENTS FOR LOCATION OF SPRINKLER PIPING AND ADDITIONAL SPRINKLER HEADS. ALL SPRINKLER PIPING SHALL BE LOCATED ABOVE FINISHED CEILING UNLESS NOTED OTHERWISE. ADVISE ARCHITECT OF ANY CONFLICTS WHICH MUST BE RESOLVED PRIOR TO INSTALLATION. 5. ANY CEILING MTD DEVICES INSTALLED ON A PANELIZED CEILING SHALL BE CENTERED ON PANELS OR GRIDS UNLESS OTHERWISE NOTED. 6. SEE CEILING AND SOFFIT DETAILS THIS SHEET. 7. FOR REGISTER AND DIFFUSER SCHEDULES, REFER TO MECHANICAL DRAWINGS. 8. CONTRACTOR TO LOCATE MEP AND AV/IT COMPONENTS THAT REQUIRE SERVICING INTO ACCESSIBLE CEILING AREAS TO THE GREATEST EXTENT POSSIBLE. 9. COORDINATE ACCESS PANEL LOCATIONS WITH MECHANICAL TRADES; SUBMIT PROPOSED LOCATIONS TO ARCHITECT FOR APPROVAL. 10. SEE SPECIFICATIONS FOR INFORMATION ON SEISMIC RESTRAINT OF CEILING SYSTEMS 11. ALL SUSPENDED CEILINGS TO HAVE FULL COVERAGE ACOUSTICAL INSULATION PLACED ABOVE CEILING. SEE SPECIFICATIONS FOR INFORMATION. CEILING PLAN NOTES C1 9’-0” CEILING TYPE DESIGNATION CEILING HEIGHT IF FLAT ALT AT SLOPED ALT AT EXPOSED C1 VARIES EXP - PT-1 PAINT FINISH, SEE FINISH SCHEDULE CEILING PLAN LEGEND 2'X2' ACOUSTICAL CEILING TILE 2x2 LIGHT FIXTURE 2'X4' ACOUSTICAL CEILING TILE GYPSUM BOARD CEILING 2x4 LIGHT FIXTURE 1x4 LIGHT FIXTURE RECESSED CAN LIGHT HVAC RETURN LINEAR DIFFUSER HVAC SUPPLY CEILING MOUNTED UNIT HEATER ACCESS PANELA.P. EXIT SIGNS EXPOSED STRUCTURE OR EXISTING CEILING NOTES: 1. EXISTING ITEMS SHOWN FADED, TYPICAL 2. SEE ELECTRICAL DRAWINGS FOR EMERGENCY FIXTURES NOTE: 12 GA. VERTICAL WIRES SHALL BE USED AT 48"O.C. PERIMETER HANGERS SHALL BE 8" MAX. FROM WALL AND NOT MORE THAN 1 IN 6 OUT OF PLUMB. N 355 Research Parkway Meriden, CT 06450 (203) 630-1406 (203) 630-2615 Fax Project No.: Date: Reviewed: Drawn: Designed: Title: Sheet No. © 2022 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. Issued for: TRUE NORTH CompaniesArchitectureEngineeringEnvironmentalLand SurveyingC:\Users\MBarron\Documents\Revit\2020 Local Files\2001752.14 SOUTH WINDSOR-R20-Central_mbarron43VZ9.rvt3/29/2023 5:56:11 PMA2.01 REFLECTED CEILING PLAN 2001752.14 03/29/2023 MG RT DM40 KENNEDY ROADSOUTH WINDSOR, CT 06074GATEWAY BUILDING EXPANSIONPERMIT 1/4" = 1'-0" FIRST FLOOR REFLECTED CEILING PLAN1FIRST FLOOR REFLECTED CEILING PLAN 3/16" = 1'-0" CEILING SUPPORT DETAIL2CEILING SUPPORT DETAIL KEY NOTES - CEILING NO DESCRIPTION 02 NEW SOLID SOFFIT PANEL SYSTEM TO MATCH EXISTING AT RAKE SOFFIT. 03 NEW VENTED SOFFIT PANEL SYSTEM TO MATCH EXISTING. 04 PREFINISHED METAL GUTTER TO MATCH EXISTING. 08 PREFIN MTL DOWNSPOUTS TO MATCH EXISTING. ROUTE TO STORM SYSTEM OR GRADE BELOW, COORD W/ CIVIL DWGS. 09 EXISTING DOWNSPOUT TO STORM OR GRADE BELOW. 11 PATCH / REPAIR / REPLACE CEILING FINISH AS REQUIRED - MATCH EXISTING. 13 24" X 24" ATTIC ACCESS HATCH, SEE SPECS. 14 ACCESS TO EXISTING ATTIC THROUGH LAY-IN CEILING, TYPICAL. 15 FLAT SCREEN MONITOR & BRACKET, SEE FLOOR PLAN FOR MORE INFO. 18 WORK IN THIS AREA TO BE COMPLETED AFTER NEW ADDITION IS OPERATIONAL.REVISIONSNODATEDESCRIPTION ROOF PLAN GENERAL NOTES ROOF PLAN GRAPHIC LEGEND 1. ALL NOTES AND DIMENSIONS DESIGNATED AS TYPICAL APPLY TO ALL LIKE OR SIMILAR CONDITIONS THROUGHOUT THE PROJECT. 2. CONTRACTOR IS TO SURVEY THE ROOF DECKS TO VERIFY THAT THE SLOPES INDICATED ON PLANS ARE ACCURATE. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO PERFORMING ANY ADDITIONAL ROOFING OPERATIONS. 3. CONTRACTOR TO FIELD VERIFY QUANTITY AND LOCATION OF PLUMBING VENTS & FLASH IN ACCORDANCE W/ MANUFACTURERS SPECIFICATIONS. 4. CONTRACTOR TO FIELD VERIFY LOCATIONS OF ROOF CONDUITS & CABLES, FLASH PENETRATIONS AS REQUIRED. 5. CONTRACTOR SHALL PROVIDE SPLASH BLOCKS AT THE BASE OF ALL LEADERS THAT ARE NOT CONNECTED TO A DRAINAGE SYSTEM OR DISCHARGE TO ADJACENT ROOFS. 6. STRUCTURAL INFORMATION ON ROOF DETAILS ARE DIAGRAMMATIC ONLY. SEE STRUCTURAL DRAWINGS FOR EXACT LOCATION, SIZE DIMENSION, MATERIAL AND ARRANGEMENT OF BUILDING COMPONENTS (TYP). 7. SIZE AND LOCATION OF EXHAUST FANS, MECH. UNITS, VENT STACKS AND OTHER ROOF PENETRATIONS OF ROOF MOUNTED ITEMS TO BE COORDINATED WITH MEP DRAWINGS. 8. ALL DRAIN LOCATIONS ARE TO BE COORDINATED BETWEEN ROOFING CONTRACTOR AND PLUMBING CONTRACTOR. 9. ALL WOOD BLOCKING USED IN ASSEMBLIES SHALL BE P.T. MATERIAL AND STAGGER BLOCKING JOINTS A MINIMUM OF 12" (TYP) 10. PROVIDE NEOPRENE ISOLATION BARRIER TO AVOID CONTACT BETWEEN Z.C.C. AND OTHER METALS. 11. TERMINATE RIDGE VENT OPENING 3'-0" FROM VALLEYS (TYP.) ASPHALT SHINGLE ROOFING SYSTEM NEW DESCRIPTION ICE & WATER SHIELD R10 R12 ROOF OVERBUILD AREA R21 ATTIC VENTILATION 1202.2.1 VENTILATED ATTICS AND RAFTER SPACES ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF FRAMING MEMBERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATION OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN AND SNOW. BLOCKING AND BRIDGING SHALL BE ARRANGED SO AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR. AN AIRSPACE OF NOT LESS THAN 1 INCH (25 MM) SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. VENTILATORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. EXCEPTION: THE NET FREE CROSS-VENTILATION AREA SHALL BE PERMITTED TO BE REDUCED TO 1/300 PROVIDED AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. BASIS OF DESIGN • MAINTAIN MINIMUM REQUIRED VENTILATION AT EXISTING ATTIC AREA • VENTILATE NEW ATTIC AREA PER MINIMUM REQUIREMENTS • UTILIZE RIDGE VENT TO ACHIEVE REQUIRED NET FREE VENTILATION AREA IN UPPER PORTION OF ATTIC. • SUPPLEMENT RIDGE VENT WITH ROOF-MOUNTED STATIC VENTILATORS AS REQUIRED TO MEET MINIMUM UPPER ATTIC VENTILATION REQUIREMENTS. • UTILIZE VENTED SOFFIT PANELS TO MATCH EXISTING TO ACHIEVE REQUIRED NET FREE VENTILATION AREA AT SOFFIT. VENT 3 (VIF) 12 STORM-PROOF VENTED RIDGE CAP SYSTEM INSECT MESH ROOF TRUSS, PER MANUF. SEE DETAIL FOR TYPICAL ROOF CONSTRUCTION -/---- 2 A6.01 1 A6.01 6 A6.01 6 A6.01 R15 R14 R15 R14 R10 TYP RIDGE R20 2 A3.01 SLOPE 3" / 1'-0" V.I.F. SLOPE 3" / 1'-0" V.I.F. R12 TYP ± 57'-4" (V.I.F.)± 55'-3" (V.I.F.) LINE OF WALL BELOW (TYP) LINE OF ROOF EAVE (TYP) R14 R14 7 A6.01 EXISTING ASPHALT SHINGLES (TYP) R21 R21 N 355 Research Parkway Meriden, CT 06450 (203) 630-1406 (203) 630-2615 Fax Project No.: Date: Reviewed: Drawn: Designed: Title: Sheet No. © 2022 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. Issued for: TRUE NORTH CompaniesArchitectureEngineeringEnvironmentalLand SurveyingC:\Users\MBarron\Documents\Revit\2020 Local Files\2001752.14 SOUTH WINDSOR-R20-Central_mbarron43VZ9.rvt3/29/2023 5:56:12 PMA3.01 ROOF PLAN & DETAILS 2001752.14 03/29/2023 MG RT DM40 KENNEDY ROADSOUTH WINDSOR, CT 06074GATEWAY BUILDING EXPANSIONPERMIT KEY NOTES - ROOF # DESCRIPTION R10 ASPHALT SHINGLES OVER 2 LAYERS UNDERLAYMENT (APPLIED IN HALF-LAP ARRANGEMENT PER CODE) OVER PLYWOOD SHEATHING OVER PREFABRICATED WOOD TRUSSES. VERIFY / COORDINATE NEW SHEATHING THICKNESS W/ STRUCTURAL REQUIREMENTS & EXISTING SHEATHING THICKNESS. R12 ICE & WATER SHIELD EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES (610 MM) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. [2018 NCSBC 1507.2.8.2] R14 PREFIN ALUM. DOWNSPOUT, ROUTE TO GRADE FOR TIE-IN WITH STORM DRAINAGE SYSTEM, COORD W/ CIVIL DWGS. R15 PREFIN ALUM. GUTTER TO MATCH EXISTING. R20 NEW RIDGE VENT, SEE DETAIL. R21 AREA OF NEW ROOF TO BE BUILT OVER EXISTING ROOF. 1 1/2" = 1'-0" ROOF DETAIL-RIDGE VENT2ROOF DETAIL-RIDGE VENT 1/4" = 1'-0" ROOF PLAN1 REVISIONSNODATEDESCRIPTION FIRST FLOOR 0" B.O. EX. ROOF TRUSS (VIF) 9'-6" HDR 7'-2" A A NEW RIDGE VENT AS SPECIFIED W/ RIDGE CAP CAPS TO MATCH EXISTING (TYP) NEW ALUMINUM STOREFRONT GLAZING SYSTEM, TYP. 1 A6.01 NEW SIDING TO MATCH EXITING EXISTING RIDGE VENT NOTE: ROOF SLOPES TO MATCH EXISTING (TYP) SECURITY FENCE SHOWN DASHED FOR CLARITY FIRST FLOOR 0" B.O. EX. ROOF TRUSS (VIF) 9'-6" HDR 7'-2" NEW RIDGE AS SPECIFIED W/ RIDGE CAPS (TYP) NEW PREFINISHED ALUM GUTTER TO MATCH EXISTING (TYP) NEW PREFINISHED ALUM DOWNSPOUT TO MATCH EXISTING (TYP). DOWNSPOUTS TO CONNECT TO UNDERGROUND STORMWATER SYSTEM, SEE CIVIL DWGS. 102B 8CC- 102A 8CC- 101B 8C- 101A 8C- NEW HOLLOW MTL DOOR & FRAME, TYP. 2 A6.01 NEW CONSTRUCTION O EXISTING CONSTRUCTION O NEW SIDING TO MATCH EXISTING NOTE: ROOF SLOPES TO MATCH EXISTING (TYP) EXTERIOR ELEVATION GENERAL NOTES GENERAL NOTES EXTERIOR ELEVATIONS A. ALL EXTERIOR DOORS SHALL BE FULLY WEATHER B. REFER TO A8 SERIES DRAWINGS FOR DOOR, WINDOW AND STOREFRONT INFORMATION C. PROVIDE SPLASH BLOCK @ DOWNSPOUT WHERE GRASS OCCURS. D. REFER TO AD1.01 FOR ALL DEMOLITION INFORMATION AND EXISTING CONSTRUCTION TO REMAIN. E. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL DEMOLISHED, REMAINING AND NEW CONSTRUCTION. BUILDING ELEMENTS FINISH METAL GUTTERS, DOWNSPOUTS AND CONDUCTOR HEADS METAL PARAPET / ROOF EDGE FASCIA TRIM HOLLOW METAL DOORS AND FRAMES BOLLARDS EXTERIOR MATERIAL & FINISH LEGEND STOREFRONT -KAWNEER 451T OR EQUAL ASPHALT SHINGLES PAINT -SAFETY YELLOW SW4084 CEMENTITIOUS SIDING SEALANT / CAULK METAL - YELLOW PAINT CEMENTITIOUS SIDING METAL LOUVERS MANUFACTURER STANDARD GALVANIZED MILL FINISH EP-1 EP-3 EP-4 EP-3 EP-4 NEW DESCRIPTION ASPHALT SHINGLES EP-1 TAG PAINT -MATCH EXISTING MATCH EXISTING GREY COLOR & TEXTURE PREFINISHED -MATCH EXISTING PREFINISHED -MATCH EXISTING PREFINISHED -MATCH EXISTING MATCH EXISTING TYPE, COLOR & TEXTURE MFR STANDARD COLORS MATCHING ADJACENT FINISHED SURFACES 355 Research Parkway Meriden, CT 06450 (203) 630-1406 (203) 630-2615 Fax Project No.: Date: Reviewed: Drawn: Designed: Title: Sheet No. © 2022 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. Issued for:CompaniesArchitectureEngineeringEnvironmentalLand SurveyingC:\Users\MBarron\Documents\Revit\2020 Local Files\2001752.14 SOUTH WINDSOR-R20-Central_mbarron43VZ9.rvt3/29/2023 5:56:13 PMA5.01 EXTERIOR ELEVATIONS 2001752.14 03/29/2023 MG RT DM40 KENNEDY ROADSOUTH WINDSOR, CT 06074GATEWAY BUILDING EXPANSIONPERMIT 1/4" = 1'-0" NORTH ELEVATION1NORTH ELEVATION 1/4" = 1'-0" WEST ELEVATION2WEST ELEVATION REVISIONSNODATEDESCRIPTION EXTERIOR ELEVATION GENERAL NOTES GENERAL NOTES EXTERIOR ELEVATIONS A. ALL EXTERIOR DOORS SHALL BE FULLY WEATHER B. REFER TO A8 SERIES DRAWINGS FOR DOOR, WINDOW AND STOREFRONT INFORMATION C. PROVIDE SPLASH BLOCK @ DOWNSPOUT WHERE GRASS OCCURS. D. REFER TO AD1.01 FOR ALL DEMOLITION INFORMATION AND EXISTING CONSTRUCTION TO REMAIN. E. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL DEMOLISHED, REMAINING AND NEW CONSTRUCTION. BUILDING ELEMENTS FINISH METAL GUTTERS, DOWNSPOUTS AND CONDUCTOR HEADS METAL PARAPET / ROOF EDGE FASCIA TRIM HOLLOW METAL DOORS AND FRAMES BOLLARDS EXTERIOR MATERIAL & FINISH LEGEND STOREFRONT -KAWNEER 451T OR EQUAL ASPHALT SHINGLES PAINT -SAFETY YELLOW SW4084 CEMENTITIOUS SIDING SEALANT / CAULK METAL - YELLOW PAINT CEMENTITIOUS SIDING METAL LOUVERS MANUFACTURER STANDARD GALVANIZED MILL FINISH EP-1 EP-3 EP-4 EP-3 EP-4 NEW DESCRIPTION ASPHALT SHINGLES EP-1 TAG PAINT -MATCH EXISTING MATCH EXISTING GREY COLOR & TEXTURE PREFINISHED -MATCH EXISTING PREFINISHED -MATCH EXISTING PREFINISHED -MATCH EXISTING MATCH EXISTING TYPE, COLOR & TEXTURE MFR STANDARD COLORS MATCHING ADJACENT FINISHED SURFACES FIRST FLOOR 0" B.O. EX. ROOF TRUSS (VIF) 9'-6" HDR 7'-2" NEW RIDGE AS SPECIFIED W/ RIDGE CAPS (TYP) NEW HOLLOW MTL DOOR & FRAME, TYP. NEW ALUMINUM STOREFRONT GLAZING SYSTEM, TYP. A 103D 8CC- 103C 8CC- A 103B 8DC B1 A 103A 8C- NEW PREFINISHED ALUM GUTTER TO MATCH EXISTING (TYP) NEW PREFINISHED ALUM DOWNSPOUT TO MATCH EXISTING (TYP). DOWNSPOUTS TO CONNECT TO UNDERGROUND STORMWATER SYSTEM, SEE CIVIL DWGS 2 A6.01 NEW CONSTRUCTION O EXISTING CONSTRUCTION O NOTE: ROOF SLOPES TO MATCH EXISTING (TYP) 355 Research Parkway Meriden, CT 06450 (203) 630-1406 (203) 630-2615 Fax Project No.: Date: Reviewed: Drawn: Designed: Title: Sheet No. © 2022 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. Issued for:CompaniesArchitectureEngineeringEnvironmentalLand SurveyingC:\Users\MBarron\Documents\Revit\2020 Local Files\2001752.14 SOUTH WINDSOR-R20-Central_mbarron43VZ9.rvt3/29/2023 5:56:15 PMA5.02 EXTERIOR ELEVATIONS 2001752.14 03/29/2023 MG RT DM40 KENNEDY ROADSOUTH WINDSOR, CT 06074GATEWAY BUILDING EXPANSIONPERMIT EAST ELEVATION1 REVISIONSNODATEDESCRIPTION R-21 BATT INSULATION 5/8" GYP BD VAPOR RETARDER (TYP) 1/2" EXTERIOR SHEATHING, SEE STRUCT DWGS 2X6 WOOD STUDS @ 16" O.C. (TYP) FOUNDATION WALL, SEE STRUCT DWGS VAPOR BARRIER (TYP) COMPRESSIBLE FILLER W/ SEALANT F.F. MAIN FLOOR EL. ± 0'-0" AIR BARRIER P.T. 2X6 BOTTOM PLATE, SEE STRUCT FOR ANCHOR 2X HORIZ FURRING 1" P.T. CONT HORIZ FURRING CONC SHELF, SEE STRUCT DWGS 6"4"6" SIDING TO MATCH EXISTING CONTINUOUS ROT RESISTANT COMPOSITE FURRING CONC SLAB ON GRADE, SEE STRUCT DWGS SHEAR WALL BLOCKING, SEE STRUCT DWGS 1 X BATTEN TRIM BEYOND TO MATCH EXISTING 1" RIGID INSULATION (MIN R-5) W/1/4" PROTECTION BOARD BELOW GRADE1" MINCONC SIDEWALK, SEE CIVIL DWGS 1" RIGID INSULATION (MIN R-5) FIRST FLOOR 0" B.O. EX. ROOF TRUSS (VIF) 9'-6" HDR 7'-2" 1 A6.01 A6.01 4 NEW EXTERIOR CONCRETE PAD, SEE CIVIL DWGS SLAB ON GRADE OVER GRAVEL BASE NEW EXTERIOR CONCRETE PAD, SEE CIVIL DWGS EXIT 102 SECURITY 103 A3.01 2 SEE A3.01 FOR ROOF CONSTRUCTION ASPHALT SHINGLES OVER UNDERLAYMENT OVER PLYWOOD SHEATHING PREFABRICATED WOOD TRUSSES R-30 FIBERGLASS BATT ATTIC INSULATION W/ VAPOR RETARDER FIRST FLOOR 0" B.O. EX. ROOF TRUSS (VIF) 9'-6" HDR 7'-2" 2 A6.01 A6.01 3 103A 8C- A 103B 8DC B1 A 103C 8CC- 103D 8CC- A6 A6 SECURITY 103 SECURITY 103 EXISTING ROOF TO REMAINNEW ROOF CONSTRUCTION PREFABRICATED WOOD TRUSSES, SEE STRUCT DWGS EXISTING BATT INSULATION TO REMAIN SLAB ON GRADE OVER GRAVEL BASE CONCRETE FOUNDATION & FOOTING, SEE STRUC DWGS R-30 FIBERGALSS BATT ATTIC INSULATION W/ VAPOR RETARDER MECHANICAL EQUIPMENT, SEE MECH DWGS FIRST FLOOR 0" B.O. EX. ROOF TRUSS (VIF) 9'-6" HDR 7'-2" 103A 8C- A6.01 5 A8.02 S3 A8.02 H4 A6.01 7 R-30 FIBERGLASS BATT ATTIC INSULATION W/ VAPOR BARRIER FIRST FLOOR 0" B.O. EX. ROOF TRUSS (VIF) 9'-6" HDR 7'-2" 3 (VIF) 12 CONCRETE SLAB ON GRADE OVER VAPOR BARRIER OVER COMPACTED GRAVEL BASE ASPHALT SHINGLE ROOF SYSTEM TO MATCH EXISTING OVER PREFABRICATED WOOD TRUSSES, SEE ROOF PLAN & DETAILS NEW PREFINISHED ALUM. GUTTER TO MATCH EXISTING VENTED SOFFIT PANELS TO ALIGN W/ & MATCH EXISTING SEE A1.11 FOR EXTERIOR CONSTRUCTION EXTERIOR CONCRETE SIDEWALK, SLOPE PER CIVIL CAST-IN PLACE CONC. FOUNDATION WALL & FOOTING, SEE STRUCT. DWGS. (ALIGN WITH EXISTING) (ALIGN WITH EXISTING) A6.01 6 R-30 FIBERGLASS BATT ATTIC INSULATION W/ VAPOR RETARDER 12 3 (VIF) EXTERIOR FACE OF FRAMING (STUD.) PREFABRICATED WOOD TRUSS WITH TOP CHORD EXTENSION FOR EAVE PLYWOOD SHEATHING (VERIFY / COORDINATE SHEATHING THICKNESS W/ STRUCTURAL REQUIREMENTS) DOUBLE 2X WOOD TOP PLATE R-30 FIBERGLASS BATT ATTIC INSULATION W/ VAPOR RETARDER ROOF UNDERLAYMENT & ICE / WATER SHIELD, SEE ROOF PLAN ASPHALT SHINGLE VENTED SOFFIT PANELS TO MATCH EXISTING 2X WOOD BLOCKING @ 12" O.C. J TRIM NEW SIDING TO MATCH EXISTING SEE FLOOR PLAN & WALL TYPES FOR EXTERIOR WALL CONSTRUCTION PRE-FINISHED ALUMINUM DOWNSPOUT & GUTTER SYSTEM TO MATCH EXISTING 6'-0" NOTE: NEW FASCIA, SOFFIT, & ROOF SLOPE TO MATCH EXISTING 1 X TRIM TO MATCH EXISTING 1" RIGID INSULATION (MIN R-5) 1X BATTEN TRIM TO MATCH EXISTING PROVIDE BAFFLE / EXTENSION OF PLYWOOD BETWEEN TRUSSES, TO PREVENT WIND WASHING / DISRUPTION OF DRAPED INSULATION PLYWOOD SHEATHING (VERIFY / COORDINATE SHEATHING THICKNESS W/ STRUCTURAL REQUIREMENTS) ROOF UNDERLAYMENT, SEE ROOF PLAN ASPHALT SHINGLE PRE-FINISHED DRIP EDGE FLASHING LAP UNDERLAYMENT OVER DRIP EDGE SOFFIT PANEL TO MATCH EXISTING J TRIM OUTRIGGERS TIED BACK TO TRUSS, SEE STRUCT DWGS 2X GABLE END FRAMING .024 PRE-FINISHED ALUM. FASCIA COVER PRE-FABRICATED ROOF TRUSSES, SEE STRUCT DWGS EXTERIOR SHEATHING, SEE STRUCT DWGS NEW SIDING TO MATCH EXISTING 1'-4"2X WOOD BLOCKING 1 X TRIM TO MATCH EXISTING 1" RIGID INSULATION (MIN R-5) 355 Research Parkway Meriden, CT 06450 (203) 630-1406 (203) 630-2615 Fax Project No.: Date: Reviewed: Drawn: Designed: Title: Sheet No. © 2022 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. Issued for:CompaniesArchitectureEngineeringEnvironmentalLand SurveyingC:\Users\MBarron\Documents\Revit\2020 Local Files\2001752.14 SOUTH WINDSOR-R20-Central_mbarron43VZ9.rvt3/29/2023 5:56:17 PMA6.01 BUILDING & WALL SECTIONS 2001752.14 03/29/2023 MG RT DM40 KENNEDY ROADSOUTH WINDSOR, CT 06074GATEWAY BUILDING EXPANSIONPERMIT 1" = 1'-0" BASE OF EXTERIOR WALL DETAIL5 1/4" = 1'-0" BUILDING SECTION2 1/4" = 1'-0" BUILDING SECTION11/2" = 1'-0" WALL SECTION3 1/2" = 1'-0" WALL SECTION4 1 1/2" = 1'-0" ROOF DETAIL-EAVE6 1 1/2" = 1'-0" ROOF DETAIL-GABLE END7 REVISIONSNODATEDESCRIPTIONNOTE: ATTIC INSULATION TO COVER ALL EXPOSED PLUMBING PIPES (TYP) NOTE: ATTIC INSULATION TO COVER ALL EXPOSED PLUMBING PIPES (TYP) DOORS AND FRAMES GENERAL NOTES 1. ALL DOORS ARE 1 3/4" UNLESS OTHERWISE NOTED 2. ALL INTERIOR GLAZING IS TO BE 1/4" GLASS AND EXTERIOR GLAZING IS TO BE 1" INSULATED GLASS UNLESS OTHERWISE NOTED 3. ALL EXTERIOR HOLLOW METAL DOORS ARE INSULATED. 4. REFER TO SPECIFICATION FOR HARDWARE SET DESCRIPTIONS. 5. REFER TO WALL TYPES FOR FRAME DEPTH REQUIREMENTS 6. REFER TO DOOR DETAILS A8.02 FOR JAMB, HEAD AND SILL DETAILS 7. ALL DOORS TO HAVE STANDARD 5/16" UNDERCUT UNLESS OTHERWISE INDICATED OR REQUIRED TO RECIEVE SCHEDULED THRESHOLD. 8. INDICATED FIRE RATING IS IN MINUTES 9. HOLLOW METAL DOORS & FRAMES TO BE PAINTED PT-2, TYPICAL CLEAR GLASS LEGEND GLAZING SCHEDULE 1. ALL WINDOW SIZES MUST BE VERIFIED IN FIELD. CONTRACTOR TO VERIFY ROUGH OPENINGS AND COORDINATE WITH GLAZING UNITS. 2. COORDINATE FRAMES SIZES WITH SPECIFIED WINDOW SYSTEMS. TYPICAL FRAME AND MULLION SIZES TO MEET SELECTED MANUFACTURER. SEE ALUMINUM ELEVATIONS FOR WINDOW SIZES AND SPECIFIED DESIGN DIMENSIONS FOR MORE INFORMATION. 3. COORDINATE REQUIRED FRAME BRACING WITH SPECIFIED WINDOWS, STOREFRONT MANUFACTURER. SEE FRAME ELEVATIONS FOR WINDOW SIZES AND SPECIFIC DESIGN DIMENSIONS FOR MORE INFORMATION. 4. SEE DETAIL DRAWINGS FOR KEYED DETAILS. 5. NOT ALL WINDOWS DIMENSIONED AND KEYED ON SHEET. REFER TO LIKE WINDOW TYPES FOR DIMENSION AND KEYED DETAIL TAGS. 7. REFER TO SPEC FOR ALUMINUM WINDOW MANUFACTURERS. ALL EXTERIOR GLAZING ASSEMBLY FRAMES TO BE THERMALLY BROKEN. 8. 3M NIGHT VISION NV15 SUN CONTROL WINDOW FILM, APPLIED TO INTERIOR SURFACE OF GLASS WHERE CALLED OUT IN KEY NOTES CONSTRUCTION TAG - ON SHEET A1.01. GENERAL WINDOW NOTES DESCRIPTION ALL EXTERIOR DOORS, WINDOWS, STOREFRONT & CURTAIN WALL USE IN THESE LOCATIONSTYPE ALL INTERIOR NON-FIRE RATED DOORS & WINDOWS 1/2" CLEAR TEMPERED GLASS 1/4" CLEAR GLASS 1/2" INSULATED LOW-E TEMPERED GLASS 1/4" CLEAR TEMPERED GLASS BT A DT AT CLEAR LEVEL 3 BALLISTIC GLASS RT 11 B1 C FINISHED FLOOR 1/4" CLEAR TEMPERED GLASS AT INTERIOR DOORS 1" INSULATED TEMPERED CLEAR GLASS AT EXTERIOR AND INSULATED DOORS ARMORPLATE OR KICKPLATE AS SCHEDULED ARMORPLATE OR KICKPLATE AS SCHEDULED AS SCHEDULED AS SCHEDULED 6"6"AS SCHEDULED2' - 10"MAX. 43"AS SCHEDULEDCLEAR LEVEL 3 BALLISTIC GLASS WHERE NOTED IN SCHEDULE, COORDINATE EXACT CONFIGURATION WITH DOOR SPEC LEVEL 3 BULLET RESISTANT DOOR SLAB WHERE NOTED IN SCHEDULE, COORDINATE EXACT CONFIGURATION WITH DOOR SPEC F1 2" AS SCHEDULED 2"2"7' - 2"LEVEL 3 BULLET RESISTANT DOOR FRAME WHERE NOTED IN SCHEDULE BLUE BACKGROUND 1" BLUE BACKGROUND WHITE LINE SIGN "C" MOUNT ON INSIDE OF DOOR. PROVIDE SIGN "C" AT ALL EXTERIOR DOORS NOTED ON DWG G0.03 3/32" RAISED SYMBOL (WHITE)EXIT 3" HIGH LETTERS (RAISED TEXT) BRAILLE TRANSLATION SIGN "E" SIGN SHALL COMPLY W/ ICC A117.1. PROVIDE SIGN "E" AT ALL EXTERIOR DOORS NOTED ON DWG G0.03 10"10"DT H4 A8.02 J4 A8.02 4' - 0"3' - 2"S4 A8.02 4' - 0" LINE OF SLAB KAWNEER TRIFAB 451T (OR APPROVED EQUAL) 2" x 4 1/2" ALUMINUM STOREFRONT A 3' - 0"5' - 0"4' - 0" LINE OF SLAB BULLET RESISTANT STEEL FRAME WITH LEVEL 3 BALLISTIC GLASS RT A7 H6 A8.02 J6 A8.02 4' - 0"3' - 0"S6 A8.02 4' - 0" LINE OF SLAB BULLET RESISTANT STEEL FRAME WITH LEVEL 3 BALLISTIC GLASS RT A6 LINE OF SLAB LEVEL 3 BULLET RESISTANT QUICKSERV T1 3036 -1 3/4" x 4 1/2" ALUMINUM TICKET WINDOW W/ DEAL TRAY & LEVEL 3 BALLISTIC GLASS SPEAK-THRU RECEPTACLE RT SIM SIM H6 A8.02 J6 A8.02 D1 AT 4' - 0"3' - 0"4' - 0" LINE OF SLAB KAWNEER TRIFAB 400 (OR APPROVED EQUAL) 1 3/4" x 4" ALUMINUM STOREFRONT A10 H3 A8.02 J3 A8.02 S3 A8.02 DEAL TRAY 2' - 10"3' - 0"2' - 6" H6 A8.02 J6 A8.02 S6 A8.02 S5 A8.02 T/O TRAY 355 Research Parkway Meriden, CT 06450 (203) 630-1406 (203) 630-2615 Fax Project No.: Date: Reviewed: Drawn: Designed: Title: Sheet No. © 2022 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. Issued for:CompaniesArchitectureEngineeringEnvironmentalLand SurveyingC:\Users\MBarron\Documents\Revit\2020 Local Files\2001752.14 SOUTH WINDSOR-R20-Central_mbarron43VZ9.rvt3/29/2023 5:56:19 PMA8.01 DOOR AND FRAME TYPES AND SCHEDULE 2001752.14 03/29/2023 MG RT DM40 KENNEDY ROADSOUTH WINDSOR, CT 06074GATEWAY BUILDING EXPANSIONPERMIT 1/4" = 1'-0" DOOR TYPES11/4" = 1'-0" DOOR FRAME TYPES21" = 1'-0" SIGN DETAILS3 1/4" = 1'-0" WINDOW TYPES41" = 1'-0" NONSTANDARD HARDWARE SET 8D6 DOOR AND FRAME SCHEDULE DOOR NUMBE R ROOM NAME DOOR FRAME HARDWARE SET REMARKS PANEL 1 TYPE PANEL 1 WIDTH PANEL 2 TYPE PANEL 2 WIDTH HEIGHT MATERIAL FRAME TYPE MATERIAL HEAD DETAIL JAMB DETAIL SILL DETAIL 101A ENTRY C 3'-0" - 0" 7'-0" HM F1 HM H2 J2 S2 8 101B ENTRY C 3'-0" - 0" 7'-0" HM F1 HM H2 J2 S2 8 102A EXIT C 3'-0" - 0" 7'-0" HM F1 HM H2 J2 S2 8C 102B EXIT C 3'-0" - 0" 7'-0" HM F1 HM H2 J2 S2 8C 102C EXIT C 3'-0" - 0" 7'-0" HM F1 HM H5 J5 S1 8B LEVEL 3 BULLET RESISTANT DOOR SLAB & FRAME. LEVEL 3 BALLISTIC GLASS 103A SECURITY C 3'-0" - 0" 7'-0" HM F1 HM H2 J2 S2 8C 103B SECURITY C 3'-0" B1 1'-0" 7'-0" HM F1 HM H2 J2 S2 8D NONSTANDARD HARDWARE SET 103C SECURITY C 3'-0" - 0" 7'-0" HM F1 HM H2 J2 S2 8C 103D SECURITY C 3'-0" - 0" 7'-0" HM F1 HM H2 J2 S2 8C 104 MECHANICAL ROOM B1 3'-0" - 0" 7'-0" HM F1 HM H1 J1 S1 3 REVISIONSNODATEDESCRIPTION CENTER UNDER DOOR ALUMINUM THRESHOLD VARIES 1/4"ALTERNATE THRESHOLD - COORDINATE W/ HARDWARE SPEC RESILIENT FLOORING RESILIENT FLOORINGDOOR BOTTOM SWEEP ALUMINUM THRESHOLD W/THERMAL BREAKDOOR, SEE SCHEDULE NOTE: COORDINATE EXACT PLACEMENT OF SADDLE W/ DOOR BOTTOM SWEEP ALTERNATE THRESHOLD - COORDINATE W/ HARDWARE SPEC COMPRESSIBLE FILLER RESILIENT FLOORING SHIM AS REQ'D SEALANT, FULL FRAME PERIMETER, BOTH SIDES (TYP) RETURN GYP BD AS SHOWN (TYP) ALUMINUM STOREFRONT FRAME GLASS AS SCHEDULED RAFL FLASHING TO LAP AIR BARRIER & SS DRIP EDGE 1X TRIM TO MATCH EXIST DRIP EDGE FLASHING , COLOR TO MATCH STOREFRONT 2X HORIZ FURRING 5/8" GYP BD 2X6 FRAMING AT 16" O.C. AIR BARRIER EXTERIOR SHEATHING, SEE STRUCT DWGS SIDING TO MATCH EXIST EXTERIORINTERIOR SEALANT VAPOR BARRIER (TYP) 1" RIGID INSULATION (MIN R-5) 1X BATTEN TRIM BEYOND, MATCH EXIST SHIM AS REQ'D SEALANT, FULL FRAME PERIMETER, BOTH SIDES (TYP) ALUMINUM STOREFRONT FRAME GLASS AS SCHEDULED TEAR AWAY BEAD, TYP EACH SIDE 5/8" GYP BD EACH SIDE 2X4 FRAMING @ 16" O.C. 5/8" GYP BD EACH SIDE HOLLOW METAL FRAME 2X4 FRAMING @ 16" O.C. SEALANT, FULL FRAME PERIMETER, BOTH SIDES, TYPICAL ALL DOOR FRAMES 2"1/2"1/2"ANCHORS (3) PER JAMB MIN EXTERIOR INTERIOR WELDED GALV METAL FRAME, PAINTED SEALANT , FULL FRAME PERIMETER, BOTH SIDES (TYP) SIDING TO MATCH EXIST 1X TRIM TO MATCH EXIST 2X VERT FURRING AIR BARRIER EXTERIOR SHEATHING, SEE STRUCT DWGS INSULATION ANCHORS (3) PER JAMB MIN SEALANT 2X6 FRAMING @ 16" O.C. 2X HORIZ FURRING 5/8" GYP BD VAPOR RETARDER (TYP) 1" RIGID INSULATION (MIN R-5) 5/8" GYP BD EACH SIDE SHIM AS REQ'D LEVEL 3 BALLISTIC WINDOW FRAME WITH TRANSACTION COUNTER GLASS AS SCHEDULED SECURE SIDE NON-SECURE SIDE BALLISTIC PANEL 2X4 FRAMING @ 16" O.C. 5/8" GYP BD EACH SIDE SEALANT, FULL FRAME PERIMETER, BOTH SIDES (TYP) ALUMINUM STOREFRONT FRAME GLASS AS SCHEDULED TEAR AWAY BEAD, TYP EACH SIDE 2X4 FRAMING AT 16" O.C. EXTERIOR INTERIOR SIDING TO MATCH EXIST AIR BARRIER EXTERIOR SHEATHING, SEE STRUCT DWGS SEALANT 2X6 FRAMING @ 16" O.C. 2X HORIZ FURRING 5/8" GYP BD RETURN GYP BD AS SHOWN (TYP) SEALANT , FULL FRAME PERIMETER, BOTH SIDES (TYP) 1X TRIM TO MATCH EXIST ALUMINUM STOREFRONT FRAME 2X VERT FURRING GLASS AS SCHEDULED SEALANT VAPOR RETARDER (TYP) 1" RIGID INSULATION (MIN R-5) HEADER, REFER TO STRUCT DWGS HOLLOW METAL FRAME 5/8" GYP BD EACH SIDE SEALANT, FULL FRAME PERIMETER, BOTH SIDES, TYPICAL ALL DOOR FRAMES DOOR - SEE SCHEDULE2"1/2"1/2" 2X4 FRAMING @ 16" O.C. EXTERIORINTERIOR SEALANT , FULL FRAME PERIMETER, BOTH SIDES (TYP)WELDED GALV METAL FRAME, PAINTED HM DOOR, SEE SCHEDULE HEADER, REFER TO STRUCT DWGS HEAD FLASHING, COLOR TO MATCH TRIM LAP AIR BARRIER OVER HEAD FLASHINGFILL VOID W/ SPRAY FOAM INSULATION 2X HORIZ FURRING INSULATION 2X6 FRAMING @ 16" O.C. 5/8" GYP BD AIR BARRIER SIDING TO MATCH EXIST EXTERIOR SHEATHING, SEE STRUCT DWGS 1X TRIM TO MATCH EXIST VAPOR RETARDER (TYP) 1" RIGID INSULATION (MIN R-5) 1X BATTEN TRIM BEYOND, MATCH EXIST 5/8" GYP BD EACH SIDE HEADER, REFER TO STRUCT DWGS SEALANT, FULL FRAME PERIMETER, BOTH SIDES (TYP) ALUMINUM STOREFRONT FRAME GLASS AS SCHEDULED TEAR AWAY BEAD, TYP EACH SIDE 2X4 FRAMING @ 16" O.C. EXTERIORINTERIOR SEALANT , FULL FRAME PERIMETER, BOTH SIDES (TYP) ALUM STOREFRONT FRAME SHIM AS REQ'DRETURN GYP AS SHOWN (TYP) HEADER, REFER TO STRUCT DWGS HEAD FLASHING, COLOR TO MATCH TRIM LAP AIR BARRIER OVER HEAD FLASHING AIR BARRIER SIDING TO MATCH EXIST EXTERIOR SHEATHING, SEE STRUCT DWGS 1X TRIM TO MATCH EXIST FILL VOID W/ SPRAY FOAM INSULATION 2X6 FRAMING @ 16" O.C. 5/8" GYP BD GLASS AS SCHEDULED VAPOR RETARDER (TYP) 2X HORIZ FURRING 1" RIGID INSULATION (MIN R-5) 1X BATTEN TRIM - MATCH EXIST HEADER, REFER TO STRUCT DWGS BALLISTIC HOLLOW METAL FRAME 5/8" GYP BD EACH SIDE SEALANT, FULL FRAME PERIMETER, BOTH SIDES BALLISTIC GLASS AS SCHEDULED 2X4 FRAMING @ 16" O.C. BALLISTIC PANEL TO 8'-0" AFF W/ GYP. BD. FILLER ABOVE SECURE SIDE NON-SECURE SIDE GLAZING STOP SHIM AS REQUIRED 2"1"1/2"1/2" BALLISTIC GLASS AS SCHEDULED 5/8" GYP BD EACH SIDE BALLISTIC HOLLOW METAL FRAME 2X4 FRAMING @ 16" O.C. SEALANT, FULL FRAME PERIMETER, BOTH SIDES SHIM AS REQUIRED SECURE SIDE NON-SECURE SIDE BALLISTIC PANEL TO 8'-0" AFF W/ GYP BD FILLER ABOVE 1/2"1/2"GLAZING STOP BALLISTIC HOLLOW METAL FRAME 5/8" GYP BD EACH SIDE SEALANT, FULL FRAME PERIMETER, BOTH SIDES BALLISTIC GLASS AS SCHEDULED 2X4 FRAMING @ 16" O.C. BALLISTIC PANEL TO 8'-0" AFF W/ GYP. BD. FILLER ABOVE SECURE SIDE NON-SECURE SIDE GLAZING STOP SHIM AS REQUIRED 1/2"1/2" 5/8" GYP BD BALLISTIC HOLLOW METAL FRAME 2X4 FRAMING @ 16" O.C. SEALANT, FULL FRAME PERIMETER, BOTH SIDES, TYPICAL ALL DOOR FRAMES ANCHORS (3) PER JAMB MIN. SECURE SIDE NON-SECURE SIDE 1/2"1/2"BALLISTIC DOOR -SEE SCHEDULE BALLISTIC PANEL TO 8'-0" AFF W/ GYP. BD. FILLER ABOVE HEADER, REFER TO STRUCT DWGS BALLISTIC HOLLOW METAL FRAME 5/8" GYP BD SEALANT, FULL FRAME PERIMETER, BOTH SIDES, TYPICAL ALL DOOR FRAMES BALLISTIC DOOR -SEE SCHEDULE2"1/2"1/2" 2X4 FRAMING @ 16" O.C. BALLISTIC PANEL TO 8'-0" AFF W/ GYP. BD. FILLER ABOVE SECURE SIDE NON-SECURE SIDE 355 Research Parkway Meriden, CT 06450 (203) 630-1406 (203) 630-2615 Fax Project No.: Date: Reviewed: Drawn: Designed: Title: Sheet No. © 2022 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. Issued for:CompaniesArchitectureEngineeringEnvironmentalLand SurveyingC:\Users\MBarron\Documents\Revit\2020 Local Files\2001752.14 SOUTH WINDSOR-R20-Central_mbarron43VZ9.rvt3/29/2023 5:56:20 PMA8.02 DOOR & WINDOW DETAILS 2001752.14 03/29/2023 MG RT DM40 KENNEDY ROADSOUTH WINDSOR, CT 06074GATEWAY BUILDING EXPANSIONPERMIT 3" = 1'-0" INTERIOR THRESHOLDS13" = 1'-0" EXTERIOR THRESHOLDS21 1/2" = 1'-0" WINDOW SILL AT EXTERIOR WALLS4 1 1/2" = 1'-0" WINDOW SILL AT INTERIOR WALLS3 1 1/2" = 1'-0" DOOR JAMB AT INTERIOR WALLJ11 1/2" = 1'-0" DOOR JAMB AT EXTERIOR WALLJ2 1 1/2" = 1'-0" TRANSACTION WINDOW SILL AT INTERIOR WALLS5 1 1/2" = 1'-0" WINDOW JAMB AT INTERIOR WALLJ31 1/2" = 1'-0" WINDOW JAMB AT EXTERIOR WALLJ4 1 1/2" = 1'-0" DOOR HEAD AT INTERIOR WALLH11 1/2" = 1'-0" DOOR HEAD AT EXTERIOR WALLH21 1/2" = 1'-0" WINDOW HEAD AT INTERIOR WALLH31 1/2" = 1'-0" WINDOW HEAD AT EXTERIOR WALLH4 1 1/2" = 1'-0" BALLISTIC WINDOW HEAD AT INTERIOR WALLH6 1 1/2" = 1'-0" BALLISTIC WINDOW JAMB AT INTERIOR WALLJ6 1 1/2" = 1'-0" BALLISTIC WINDOW SILL AT INTERIOR WALLS6 1 1/2" = 1'-0" BALLISTIC DOOR JAMB AT INTERIOR WALLJ5 1 1/2" = 1'-0" BALLISTIC DOOR HEAD AT INTERIOR WALLH5 REVISIONSNODATEDESCRIPTION TYPTYPNOTE: PROVIDE WOOD BLOCKING AT COUNTER SUPPORT LOCATIONS. REFER TO DETAIL PLASTIC LAMINATE COUNTERTOP (TYP) PLASTIC LAMINATE NOSING (TYP) SUPPORT BRACKET FACING (TYPICAL) PLASTIC LAMINATE @ BRACKET (TYP) QUARTER ROUND WOOD MOULDING (PAINTED) 1" RADIUS TYP WALL BASE A9.01 3F A9.01 3E 3"1' - 0"1' - 3" 2' - 6"1 1/2"3"2' - 7"45.00°(FXG-06211-009) NOTE: PROVIDE GROMMETS IN COUNTERTOP WHERE RECEPTACLES INSTALLED BELOW COUNTER NOTE: SEE FINISH SCHEDULE FOR PLASTIC LAMINATE FINISH SPEC /3 A9.01 (2) LAYERS 3/4" PLYWOOD GLUED AND SCREWED BACKER L2"x2"x1/4" TYPICAL PAINT TO MATCH PLASTIC LAMINATEAPRON BEYOND CLIP ANGLES FOR FASTENING FRONT APRON PLASTIC LAMINATE FINISH 1/4" DIAMETER LAG BOLTS x 1-1/4" LONG PLASTIC LAMINATE FINISH WOOD STUDS 1/4" DIA. LAG BOLTS x 2-1/4" LONG ALIGN WITH STUD TYPICAL BOTH SIDES PLASTIC LAMINATE FINISH(2) LAYERS 3/4" PLYWOOD GLUED AND SCREWED 1/4" DIAMETER GRADE 8 THROUGH BOLT CONNECTION WITH NYLON INSERT STOP NUT L2"x2"x1/4" TYPICAL PAINT TO MATCH PLASTIC LAMINATE PLASTIC LAMINATE FINISH1/4" DIA. LAG BOLTS x 1-1/4" LONG PLASTIC LAMINATE FINISH L2"x2"x1/4" TYP. PAINT TO MATCH PLASTIC LAMINATE BACKER (2) LAYERS 3/4" PLYWOOD GLUED AND SCREWED 1/4" DIA. GRADE 8 THROUGH BOLT CONNECTION WITH NYLON INSERT STOP NUT F E D 1/4" DIA. GRADE 8 THROUGH BOLT CONNECTION WITH NYLON INSERT STOP NUT (FXG-06211-003) A7 2' - 1 1/2"2' - 1 1/2"9"1' - 2 1/2"2' - 8"3' - 10"FINISHED FLOOR WALL BASE WALL OPENING FOR TRAY RETURN EQUIPMENT BY FXG PPS WALL OPENING FOR X- RAY SCREENING EQUIPMENT BY FXG PPS EMPTY BOX FOR PPS USE ONLY DEDICATED RECEPTACLE FOR PPS USE ONLY EMPTY BOXES FOR PPS USE ONLY, COORDINATE MOUNTING HEIGHT WITH WINDOW POSITION, CEILING HEIGHT & PPS REQUIREMENTS NOTE: PROVIDE J-BEAD AT EDGES OF ROUGH OPENING OR WRAP OPENING JAMBS WITH GWB & FINISH TO MATCH ADJACENT WALL SURFACES. COORDINATE WITH FXG PPS TO CONFIRM EQUIPMENT INSTALLATION REQUIREMENTS.3' - 0"5' - 0"4' - 0" D1 102C C -8B FINISHED CEILING CARD READER WALL CORNER, SEE PLAN 3' - 0"WALl, SEE PLAN INBOUND TURNSTILE OVERRIDE CONTROL PANEL BY FXG-PPS DEPT. VEHICLE ENTRY GATES PUSH BUTTON CONTROLS MOUNTED UNDER WINDOW APPROX. 30" AFF. OFFICE SIDE PLASTIC LAMINATE NOSING AND FACING. (TYPICAL) PACKAGE PICK-UP SIDE QUARTER ROUND WOOD MOULDING (PAINTED). PLASTIC LAMINATE COUNTERTOP. (TYP). EQUALLY SPACED COUNTER SUPPORTS AT 48" ON CENTER MAXIMUM. WALL BASE. (TYPICAL) NOTES: PROVIDE WOOD BLOCKING AT COUNTER SUPPORT LOCATIONS. FINISHED FLOOR 4'-0"W X 4'-0"H SLIDING WINDOW WITH LOCK ON OFFICE SIDE. A9.01 3' - 0"2"1 1/2"3"6"1' - 0" 6"3"3" 3D (FXG-06211-014 SIM) 45° A9.01 3F NOTE: SEE FINISH SCHEDULE FOR PLASTIC LAMINATE FINISH SPEC 355 Research Parkway Meriden, CT 06450 (203) 630-1406 (203) 630-2615 Fax Project No.: Date: Reviewed: Drawn: Designed: Title: Sheet No. © 2022 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. Issued for:CompaniesArchitectureEngineeringEnvironmentalLand SurveyingC:\Users\MBarron\Documents\Revit\2020 Local Files\2001752.14 SOUTH WINDSOR-R20-Central_mbarron43VZ9.rvt3/29/2023 5:56:21 PMA9.01 MISC DETAILS 2001752.14 03/29/2023 MG RT DM40 KENNEDY ROADSOUTH WINDSOR, CT 06074GATEWAY BUILDING EXPANSIONPERMIT 1/2" = 1'-0" 31" HIGH COUNTER TYPICAL SECTION11 1/2" = 1'-0" COUNTER DETAILS31/2" = 1'-0" WINDOW & X-RAY EQUIPMENT OPENING4 1/2" = 1'-0" PACKAGE PICK-UP SECTION2 REVISIONSNODATEDESCRIPTION GENERAL NOTES -FINISHES 1. REFER TO FINISH PRODUCT LIST FOR DEFINITION OF FINISH MATERIALS 2. REFER TO SPECIFICATION FOR PRODUCT INSTALLATION REQUIREMENTS, ASSOCIATED PRODUCT QUALITY STANDARDS, HANDLING AND OTHER INFORMATION 3. PRODUCTS LISTED IN 'FINISH PRODUCT LIST' ARE THE B.O.D. SEE SPECIFICATION FOR 'AS EQUAL' PRODUCTS 4. FIELD FINISH ALL VENTS, GRILLES, ACCESS PANELS, PLUG STRIPS, C.U.H., FIRE EXTINGUISHER CABINETS, RADIATORS, ELECTRICAL PANEL BOARDS, DIFFUSERS TO MATCH WALL SURFACE ON WHICH THEY OCCUR. 5. PROVIDE APPROPRIATE TRANSITION STRIPS PER SPECIFICATIONS 6. TRANSITION STRIPS LOCATED BELOW DOORS ARE TO BE CENTERED ON DOOR PANEL U.O.N. 7. ALL FLOOR TILE TO BE SLOPED IN DIRECTION OF DRAIN 8. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHT AND TYPE DESIGNATIONS NEW CONCRETE WALKWAY MECHANICAL ROOM 106 SECURITY OFFICE 104 NEW SECURITY FENCE SECURITY 103 RELOCATED LOCKERS RELOCATED LOCKERS ENTRY 101 EXIT 102 VB-1 PT-1PT-1 PT-1 RT-1PT-1VB-1 PT-1PT-1 PT-1 SC-1PT-1VB-1 PT-1PT-1 PT-1 RT-1PT-1VB-1 PT-1PT-1 PT-1 RT-1PT-1VB-1 PT-1PT-1 PT-1 RT-1PT-1EXISTING RAMP EXISTING RAMP SECURITY APPLICATIONS OFFICE UTILITY/TELECOM PACKAGE PICK-UP STORAGEINTERVIEWINTERVIEWJANITOR INTERVIEWWOMENMEN CORRIDOR NOT IN SCOPE VB-0 PT-0PT-0 PT-0 ETRPT-0F3 F2 F2 VB-0 PT-0PT-0 PT-0 ETRPT-0F1 N 355 Research Parkway Meriden, CT 06450 (203) 630-1406 (203) 630-2615 Fax Project No.: Date: Reviewed: Drawn: Designed: Title: Sheet No. © 2022 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES. Issued for: TRUE NORTH CompaniesArchitectureEngineeringEnvironmentalLand SurveyingC:\Users\MBarron\Documents\Revit\2020 Local Files\2001752.14 SOUTH WINDSOR-R20-Central_mbarron43VZ9.rvt3/29/2023 5:56:23 PMA11.00 FINISH PLAN, SCHEDULES & DETAILS 2001752.14 03/29/2023 Approver Author Designer40 KENNEDY ROADSOUTH WINDSOR, CT 06074GATEWAY BUILDING EXPANSIONPERMIT ROOM FINISH SCHEDULE REV # ROOM NUMBER ROOM NAME FLOOR BASE WALLS DOOR FRAME CEILING COUNTERS / CASEWORK COMMENTSWEST NORTH EAST SOUTH TYPE 101 ENTRY RT-1 VB-1 PT-1 PT-1 PT-1 PT-1 PT-2 C1/PT-1 102 EXIT RT-1 VB-1 PT-1 PT-1 PT-1 PT-1 PT-2 C1/PT-1 103 SECURITY RT-1 VB-1 PT-1 PT-1 PT-1 PT-1 PT-2 C1/PT-1 104 SECURITY OFFICE RT-1 VB-1 PT-1 PT-1 PT-1 PT-1 PT-2 C1/PT-1 PL-2 106 MECHANICAL ROOM SC-1 VB-1 PT-1 PT-1 PT-1 PT-1 PT-2 C1/PT-1 EX PACKAGE PICK-UP ETR VB-0 PT-0 PT-0 PT-0 PT-0 ETR ETR PL-2 EX SECURITY ETR VB-0 PT-0 PT-0 PT-0 PT-0 ETR ETR PL-2 WILSONART #4878-38, FINISH: PEWTER MESH PL-1 WILSONART #D90-60, FINISH: NORTH SEA PLASTIC LAMINATE VB-1 JOHNSONITE 4" COVE BASE, #40 'BLACK' VB-0 MATCH EXISTING MATCH EXISTING VINYL BASE SC-1 SEE SPEC EXPOSED CONCRETE, CLEAR SEALER SEALED CONCRETE RT-1 JOHNSONITE ROUNDEL RUBBER TILE, #32 'PEBBLE'24"X24" RUBBER TILE PT-2 SHERWIN WILLIAMS #SW-7069 'IRON ORE', FINISH: DOORS - SEMI-GLOSS; WALL-MOUNTED PLYWOOD PANELS - SEMI-GLOSS DOOR AND FRAMES PT-1 SHERWIN WILLIAMS #SW-7056 'RESERVED WHITE', FINISH: TYPICAL - SEMI-GLOSS; JANITOR,TOILET ROOMS - EPOXY; WALL-MOUNTED PLYWOOD PANELS - SEMI-GLOSS PT-0 MATCH EXISTING MATCH EXISTING INTERIOR PAINT MARK MANUFACTURER DESCRIPTION REMARKS COMMENTS MATERIAL FINISH KEY 1/4" = 1'-0" FIRST FLOOR PLAN1 REVISIONSNODATEDESCRIPTIONKEY NOTES - FINISHES # DESCRIPTION F1 WORK IN THIS AREA TO BE COMPLETED AFTER NEW ADDITION IS OPERATIONAL. F2 PATCH / REPAIR / REPLACE FINISHES AS REQUIRED - MATCH EXISTING. F3 TRANSITION STRIP. CASTCAST IRONIRON COVER E PLUG FINIS H FLDDR L L .Iv FLASHING FLANGEFLASHINGFLANGECLAMP \ADJSUTABLE TOP SFRAME WYEWYE FI'I'I'INGFI'I'I'ING I.i Date:0329-2023 Gdroun iAhltvcecure iEirngneeng lEllnvronmena Slurveyng ldan Ciompanes 356 mm Farmy ma)smmm twm)o SOIL PIPE PIPING FLASHING FLANGE 5 CLAMP 40 KENNEDY ROAD SOUTH DSOWINR. CT 06074 FLOOR CLEANOUT DETAIL NOT TO SCALE GATEWAY BU LDING EXPANSION DESCRIPTION REVI NOS SI NO DATE MM CLE FIST-am.29mm.” Dm‘“312mm Emma, EXTERIOR FREEZELESS WALL HYDRANT DETAIL NOT TO SCALE2 3/29/2023 21257:: PM U\\B\CC2htSPEM1D1002\475tunemucoarsasreS'ou--. WOlCZRditrarnenso- CBMaura. PLUMBING SYMBOLS COLD WATER PIPING SANITARV UNDERGROUND PLUMBING SHEET LIST S H EET NUM3ER Sheet Name PLUMBING PM“PLUMBING FIXTURE SCHEDULE SYMEOLS,LEGENDS 3 ABBREVIATIONS PHI PLUMEING OVERML PLM FITTING AND VALVE SYMBOLS I£ % PLUMBING FIXTURE SCHEDULE BASIS OF DESIGN CONNECTION swam FmDRE WE nEsmIrnoN MFR MODEL ACCESSORIES w v cw Nw IImEs w”WALL HYDRANT INDNEREEZEI FREEZELESS NAIL NIDRANI‘DouaIE cIIEcK mcmow PREVENTEIL STAINLESS STEEL DDDR AND rAscIA woouFoRD Nasz LDDSE KEV _ I _3W _ Eco FLOUR CLEANOUT (FINISHED FLOOEJ DuCO cm IRON CLEANOLIT wrnl ROUND ADJUSTABLESCORIATEDSECUREDNICKELBRONZETOP JR SMITH um SERIES I 4-——— NO1 SEE ARCHITECTURAL DRAWINGS FORALL FIXTURE MOUNTING HEIGHTS AND LOCATTONS. PROVIDE BALLVALVEINCEILINGBEFOREDROP COORDINATE WALL PENETRATIONS WITHWALLCONSTRUCTIONANDSTRUCTURE.COORDINATE WITH GC. CW DROP FROM *-R STRUCTURE REFERFLOORPLANFORSIzE. EXTERIOR WALL HV DRANT (WH) COORDINATE OPERATING RODASSEMBLVLENGTHWITHWALLTHICKNESS. FINISHED EXTERIOR WALL WOODFORD AMBBTENCASEDLOOSE KEYNONIFREEZE.ANHSIRHON.AUTOMATIC DRAININGCHROMEPLATED BOX/DOORASSEMBLVDOUBLECHECKBACKFLOWPREVENTER. S RIOR INTERIOR IOO_IémiE g3< {‘1zi INLET ‘ WALL CLAMP INTERIOR IYALL J4 FINISHED TOR E EX E RIOR GRADE IDE0aIn1w2 E O¥$3zs i PLUMBING GENERAL NOTES 1.GENERAL NOYES,SYMEOLS LISTAND DETAILS ARE AWUC$LE TO ALL DMWINGS MARKED PI2.DRAWINGS ARE DIAGRAMMATIC.DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FELO. 3V WORK OF THIS SECTION IS SPECIFIED BELOW 9.ALL FIRING EENETRATING CEIUNG AND WALLS SHALL RE INSTALLED WTTH CHROME (STAINLESS WHERE NOTED)PLATED ESCUTCHEONS ATTHE PENETRATION ALL PIPING PARmwNs SHALL BE PROTECTED As Rsoumm av LOCAL conE mow (SEE DETAILS). III MANUEAcmRERIs MODEL NUMBERS ARE SFECIEIEII 3mm m ESTABLIsH sIAN was a;oIIALrV Eon PERFORNIANcE AND MATERIALSI Iz scnEDDLE wean OE ms SECTION TO AVOID INTERFERENCE wrrH FREERODEINC WORN I3.RUN FIRING CONCEALED UNLESS SPECIFIED OTHERWISE.AND CLEAR OF CEILING INSERTS. 14 STRUCTURAL WELDING IF REQUIRED REFER TO STRUCTURAL DRAWING Ia vERIrI EXACT SIZES LOCATIONS.INVERIO AND ELEVATIONS PRIOR TO RuNNINS ANT PIPING.REFER To ARCHrrECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALLFIXTURESANDEOUIPMENT. IT,PIPING SHAIL NOT RUN OVER ELECTRICAL PANELS AND SHALL BE COORDINATED WTTII WORK OF OTHER TRADES IE GEEVE WALL PENETRATIONS.SEAL INTERSTITIAL SPACE I A NETTNERACCURACV NOR COMPLETION OF uTILrrv LOCATIONS SHDINN ON DRAWINGS Is GUARANTEED DETERMINE ExACT LOCATIONS OF EAISTTNG UTILTTV IN FIELDWHETHERDRNOTSHOWNONDRAWINGS.EXERCISE CAunON AND IDENTIFV LOCARONS OF UNMARRED UTILITY LINES A5 NECESSARV TO FERFORM WORK OF THIS ‘ SECTION. S.ALL FLIIMSINO WORK SHALL SE IN ACCORDANCE WITH THE CURRENT PLUMaING CODE AND ALLARRLICARLE LOCAL CODESAND DRAWINGS e rr SHALL DE THE RESPONSISLRV OF THIS CONTRACTOR TO COORDINATE HIS WORK WITH THAT OF ALL OTHER TRADES.INCLUDING ISUT NOT LNInED TOT.ELECTRICAL.HVAC PROCESS FIRING.SPRINKLER.STRUCTURAL.AND GENERAL ARCNTTECTURE, 1 ANV INTERFERENCE sHALL RE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER ANDTHE OWNERS REPRESENTATIVE.AND SHALL SE RESOLVED PRIORTOTHEINSTALLATIONDFTHEWORKINVOLVED. a ND WORK SHALL DE INSTALLED IN VIOLATTON OF ANV GOVERNING CODES,ANV WORK SHOWN ON THE DRAWINGS WHICH IS IN vIDLATION OF SUCH CODES SHALL DESRDUGHTTDTHEATTENTIONOFTHECONSTRUCTIONMANAGERANDTHEOWNER‘S REPRESENTATTVE AND SHALL SE RESOLVED PRIOR TO THE INSTALLATION OF THE PENETRATTNG ExTERIOR WALCSAND ROOFS SHALL SE FLASHED IN AN APPROVED MANNER AND SHALL BE SEALED WEATHERTIGHT PIPING PENETRATING RATED TI.ALL SLEEVES THROUGH CONCRETE FLOORS AND AU.CORE DRILLING OF CONCRETE FLOORS AND WALLS SHALL SE RV THIS CONTRACTOR 15 PROVIDE CLAMPS.DFFSETS ExPANSION JOINTS,ANCHORS AND GUIDES AS NECESSARV TO PREVENT STRESS ON PIPING. I IS COORDINATEHEIGHT ALL OVERHEAD PLUMSING PIPING TO SE LOCATED AROVE THE COTTON CORD OF ALL ROOF IOISTS TO AVOID CONFLICTS/AND MAINTAIN THE HIGHEST CLEAR III I.PLUMBING CONTRACTOR SHALL MAINTAIN CONTINUOUS SERVICE OF ALL EHSTING SVSTEMS UNLESS WRITTEN APPROVAL Is OBTAINED FDR A SHUTDOWN.ALL SHUT-OOWNS REQUIRE IS DAV ADVANCE NOHCE TO OWNER AND GENERAL CONTRACTOR.MINIMIZE SHUTDOWNS.PLUMBING CONTRACTOR SHALL MAKE ANV NECESSARVTEMPORARVCONNECTIONSBETWEENExISTINGANDNEWWORKTOMAINTAINCONTINUOUSSERVICEOFALLExISTINGSYSTEMS.SEE SPECIFICATIONS FOR ADDmONALREQUIREMENTSREOARDINGSHUTDDWNS. 2 EXISTING SANITARV LINE IS LOCATED BELOW GRADE OF PROPOSEU NEW ADDITION DEMO OF EXISTING LINE IS BV OTHERS S CONTRACTOR SHALL PROVIDE NEW SANITARV LINE AND NEW CLEANOUT As SHOWN ON PLUMBING DRAWINGS.SANITARV LINE SHALL SLOPE AT IVS"PER FOOTASREQUIREDBvTHEPLUMBINGCODE.PROVIDE WATER-TIC HT CONNECTION TO ExISTNG SANITARV LINE PER PIPE MANUFACTURER'S RECOMMENDATIONS a.CONTRACTOR SHALL PROVIDE NEW WATER-TIGHT PIPE SLEEVE THROUGH FOOTING AND CONNECT TO EXISTING SANTTARV CIVIL LINE AT AN APPROXIMATE INVERT OF m 5.PLUMBING CONTRACTOR Is RESPONSIBLE FOR ALL EXCAVATION AND BACKFILL REDUIRED TO ACCOMPLISH THE WORN INDICATED ON THE CONTRACT DRAWINGS 6.PLUMBING CONTRACTOR 15 RESPONSIBLE FOR ALL CUTTING AND REPAIR OF EXISTING SANITMV LINES TO ACCOMPIJSH THE WORK INDICATED I PLUMBING CONTRACTOR SHALL COORDINATE THIS WORK WrTH GENERAL COHTRACTORAND UTILITV CONTRACTOR FIELD VERIFY EXACT LOCATTON OF EXISTING CIVIL SANITARY LINE FOR CONNECTION.REFER TO STRUCTURAL AND CIVIL PLANS. A.FITTINGS FOR CAST RON SANTIARY SOIL,WASTE AND VENT PIPING SVSTEM SHALL SE SERVICE WEIGHT CAST IRON DRAINAGEPATTERNODNFORMINGTOCISPISTANDARD30m.COATED FOR UNDERGROUND INSTALLATION.THREADED CAST IRON DRAINAGEPATTERNFITTINGSToCONFDRMTOANSISTANDARDBIBA.FITTINGS SHALL BE PROVIDED TD MATCH THE REDUIRED PIPING SISTEM, I A JOINTS DN CAST IRON SOILAND WASTE SYSTEM BELOW GRADE SLAB SHALL BE GASKETS CONFORMING STRICTI V TO ASTM ILATBT REVISION)‘ASTM C1277.AND FEDERAL SPECIFICATIONS WW‘P-4II1, B.INSULATE ALL WATER LINES. COPPER BRAZING RODS WITH A MELTING TEMFERATURE ABOVE 10W DEGI F. ING FIBERGLASS CORP.-‘ONE “EOE"25 ASJISSL BUIQING WASTE SYSTEM PIPINGA.SOIL AND WASTE PIPING BELOW SLABIGRADE SHALL MATCH THE EXISTING PIPING. I B FITTINGS FOR PVC PIPING SYSTEM SHALL BE SCHEDULE ALI DRAINAGE PATTERN.SOLVENT CEMENT TVPE CONFORMING TO ASTMD2565DREmSTOMERICSEALTVPEOONFORMNGTOASTMD3212 I JOINTS STANDARD C564.LATEST ISSUE OR NOHUB SEALING SLEEVES CONFORMMG STRICTLV TO ASTM STANDARD c564.CISPI STANDARD 3III B.JOINTS ON CAST IRON SOIL AND WASTE SYSTEM ABOVE GRADE SLAB SHALL BE NOHUB SEALING SEEVES CONFORMIHGSTRICTLVTDASTMSTANDARDCSSA,CISPI STANDARD SIB (LATEST REVISIONI.ASTM CIzTT.AND FEDERAL SPECIFICATIONS WW-PADI, C.JOINTS FOR PVC DWV SVSTEMS SHALL BE ETTHER SOLVENT CEMENT TYPE CONFORMING TO ASTM Mass OR ELASTOMERIC SEALTYPECONFORMINGToASTMD3212.EXCEPT AIL JOINTS ABOVE GRADE SHALL BE SOLVENT CENENT. BUILDING WATER SUPPLY PIPING A.DOMESTIC WATER SVSTEM PIPING ABOVE SLAB ON GRADE SHALL BETYPE -L'HARD DRAWN COPPERTUBING. RATINGSAFITTNGS FOR COPPER PIPING ABOVE GRADE SHALL BE WROUGHT COPPER DR CAST RED BRASS FDR SOLDER JDINTPRESSURE TYPE IOIRTSAJOINTS FOR COPPER PPING SYSTEMS 2'AND SMALLER SHALL BE MADE USNC SSS TNANTNIONV OR APPROVED LEAD FREE SDLDER.INO SO50 OR ANY LEADCONTAININGSOLDERWILLBEPERMITTEDONDOMESTICWATERPIPING,HOT OR COLD.) B.IOINTS FOR COPPER PIPING SYSTEMS 2.II2‘Am LARGER ABOVE GRADE SLABAND ALL SIZES BELOW GRADE SLAB SHALL BE MADE USING SLIPOS EASY FLOW.OR PHOS CONDENSATE PIPING A,CONDENSATE ORAN PIPNG ABOVE/BELOW TIE SLAB OR GRADE SHALL BE PDLYVINYLCHLORDE (PVC)SEWER PPE.SCHEDULE an FITTINGS AND JOINTSA,FrrTNGS AND JOINTS FOR PVC PPNG SYSTEM SHALL BE SCHEDULE AD DRAINAGE PATTERN.SOLVENT EMENT TYPE CONFORMING TO ASTM B2355 PIPE INSULATION A.TYPE A (FBERGLASS WITH WHITE KRAFT PAPER FIRE RETARDAIIT.INDOOR)LDOMESTIC COLD WATER )DNE PEGE GLASS FBER RIGID MOLDED SECTIONAL PIPE COVERING WITH FACTORY APPuED ALUMINUM POL AND WHITE DRAFT PAPERFLAMERETARDANTVAPORBARRIERJACKETCONFORMINGTOASTMC547CLASSIIMIERALFBERPREFORMEOPIPEINSULATIONCONDIJCTTVITYIR)EOUALS APPROXIMATELY Dza (BTUHR.SF.DEGREES FfINIAT 75"F MEAN TEMPERATURE ENOASE PIPE FITTNGS WITH ONEPIECE PREMOLDEDPVCPrrnNGCOVERS.FASTENEDAS PER VIANUFACTURERS RECOMMENDATIONS.UNDERPREMOLDED PVC FnTINO COVEPJNGS.WRAP TWO SEPARATE LAYERS DF BLANRET INSULATION To PROVIDE SAME THICKNESS Am DENSTIY As ADJACENTPIPECOVERING.MnERED SEGMENIS OF PPE NSULATION ARE ALSO ACCEPTABLE UNDER PVC FTTTING COVERS WHEN NSTALLNG FIBERGLASS INSULATION APPROVED MANUFACTURERS TRADE NAMESIOHNSMANVILECORP.F'MICROLOK BsOAPlT' OTIER EGUAL BY LISTED MANUFACTURa GENERAL NOTE REFER TO THE BOOK SPEcrmATIONS FOR THE COMPLEIE PIPING SYSTEM REQUIREMENTS FORTHE MULTIPLE PLUMBING SYSTEMS,ALL PIPE AND FnTINGS FDR AILSYSTEMSSHALLBEOFDOMESTIC(US)ORIGIN PLUMBING GENERAL NOTES: 17 AU.DOMESTIC COLD WATER AND CONDENSATE P‘PFNG SHALL BE \NSIJLATED Z ALL OVERHEAD PIPING TD 5E ROUTEDAS TO AVOID CONFUCT WWH UGHTSAND DUCTWDRK, ihltA‘rcecure llEerngneng lilEnvronmena dlanSlurVeyng 355 Rmm Pamymamcrnmsom)mumum}5mm Fa _.mu u,”ca\c QO , "mm-w“ Date:03-29-2023 ® Gdroun CONDENSATE DRAIN DROP PIPE THROUGH WALL AND DRNI‘I MECHANICAL 9 INDIRECT INTO EXISTING MOP SINK ROOM INSTALLATION WHH GE.AND STRUCTURAL DRAWINGS‘a DEMO OF EXISHNG SANITARY LINE V SECURIYY’ 0"FIC$BELOW NEW ADDITION EV OTHERS.m; 4'SANITARV DUT au-cw DoWNAnpnoxmva3:s——4 =3— cooRDINA 1‘cscarmEcnoNwrmcm n—wmnvnmnwmCO‘DRAWINGS. FROVIDE NEW SANITARY LINE BELOW NEW ADDITION MATCH METING SIZE MD MATERIAL.EXTEND SANITARY SFT OUTSIDE OF NEW BUILDING ADDITION RECONNECTTOEXISTINGCIVILSANITARV LINE EELOW GRADE COORDINATE CON NECTION WITH G C.AND CIVIL UTILITV PLANS v 3W CW*-“EH"CW ORAD 40 KENNEDY OWINDSR. CT 40607 SOUHT T'CONDENSATE DRAIN DROP TO NEW MU CONNECT CONDENSATE TO AC CDNDENSATE PUMP (PROVIDED EV HVACCONTRACTOR),COORDINATE POINT OF CONNECTION IN THE FIELD WTTI‘I HVAC CONTRACTOR AND ADJUST AS REQUIRED NOTE ATTIC SPACE IS NOT HEATED. CW PIPING SHALL BE LOCATED BELOW INSULATION AND RWTED ON TOP OF BOTTOM CHORD OF ROOF TRUSSES ENSURE CW PIPING IS [OCATED BELOW R43 INSUIATION SEE ARCH PLANS COORMNATE WFTH G C.. I GN SIOEXPANN GYATEWA UBLD SECURTTY FNTR" ,r 1w NEW DWNSPOUT REFER TD ARCHITECTURAL PLANS FOR MORE INFORMATION.A NEW UDWNSPOUT REFER Tc RELOCATED WALL HVDRANT WH)314'CW DOWN ‘,/ARCHHEcmRAL puws FUR MURE RIPTIODESCN REVISIONS NO DATE DEW Nv mm NV Rum MK pm:Nu.mnsm Dana mm: hsm hr. PERMIT rm PLUMBING OVERALL ELAN INFORMATION EXIT 1(‘2 NEW DOWNSPOUT.REFERTOARCHITECTURALPLANSFOR MORE INFORMATION. NEW OWNSROUT.REFER TOARCHFI'ECTURAL PLANS FOR MORE NFORMATION. OVERALL PLUMBING FLOOR PLAN N P1 .01mum“TRUE NORTH 4MEPth012\102S\UC\C\75DBtoasemucoarusreusn:--. |C0WRdi2ternrosna~—CBtr\/ar‘au. 15227:: MP 3/29/2023 Archiieckule EngineeringEnvivonmemab Lana SurveyingW47"Companies EOUTH :~’.1uDaOR PLANmNG mp? ‘95 2023 Stormwater Management Report For [he Proposed: FedEx Gateway Building Expansion Located at: 40 Kennedy Road South Windsor,Connecticut Prepared for Submission to: Town of South Windsor,Connecticut April 26,2023 Prepared for: FedEx Ground Package Systems,Inc. 1000 FedEx Drive Moon Township,PA 15108 Prepared by: BL Companies 100 Constitution Piaza,10‘“Floor Hartford,Connecticut 06103 Phone:(860)249-2200 Fax:(860)249-2400 BL Project Number:200175214 IOO Constitution Piozo -Haniord,CT 06i03 -T [360)24972200 -F [860)249-2400 -www,blcomponies,com Architecvure Engineenng Envnonmemal Land Surveying Companies IOU Constitution Flozc -Hartford,CT 06103 -T (86D)249-2200 -F [860]24972400 -www,b|¢omponies.eom Contents Executive Summary ...................................................................................................................................... Existing Site Conditions and Hydrologic Conditions ................................................................................... Developed Site Conditions and Hydrologic Conditions ............................................................................... Summary ....................................................................................................................................................... Appendix A:Location Maps Figure I:USGS Location Map Figure 2:Aerial Location Map Figure 3:FEMA National Flood Hazard Layer FIRMette Map Appendix B:Drainage Maps ED-l —Existing Drainage Mapping PD—I i Proposed Drainage Mapping Alchifecmre Engineeving Environmental Land Surveving Companies Executive Summary This report has been prepared in support of a Site Plan Modification Application for the proposedbuildingexpansionlocatedat40KennedyRoadinSouthWindsor,Connecticut.The overall property is a 60.83—acre parcel in the Industrial (I)Zoning District of South Windsor and is currently operating as a FedEx Ground distribution center with associated paved parking,utility connections,stormwater management system,and landscaping.The Project scope will include the modifications to the Gateway Building on site which serves as an accessory use to the overall development.This building is used as the vehicular and pedestrian entrance to the secure facility site.The building expansion will require some minor modifications to the existing site parkingareas,site lighting and sidewalk network.There will be minor modifications to the rim elevation of a catch basin as part of this project.The proposed building expansion site modifications will maintain the existing drainage pattems that exist on site today.There will be an overall decrease in impervious cover within the project area. The proposed stormwater management system revisions are designed to be in general compliance with the 2002 State of Connecticut Guidelines for Soil Erosion and Sediment Control,the 2004 Connecticut Stormwater Quality Manual,and Town of South Windsor regulations. Existing Site Conditions and Hydrologic Conditions General Site Information The project work area on the property is currently developed.The site is occupied by buildings, paved parking areas,drive aisles,walkways,and landscaped areas/islands.The proposed site area to be modified typically drains to the catch basins in the center of the parking area adjacent to the Gateway Building.The existing drainage structures eventually discharge into the operational stormwater basin on site. No wetlands or watercourses are located within the surrounding project area limit of disturbance. Per the FEMA National Flood Hazard Layer FIRMette Map,the site resides in FEMA Flood Zone X (unshaded).This is defined as “areas determined to be outside the 0.2%annual chance floodplain.Zone X may have ponding and local drainage problems that don’t warrant a detailed study or designation as base floodplain.A copy of the FEMA FIRMette Map is included in Appendix A for reference. Existing Hydrologic Conditions The following is a brief analysis of the existing project area as shown in the enclosed Existing Drainage Mapping (ED—1)Map,located in Appendix B.This map shows the limits ofthe proposed IOU Constitution Plaza -Hartford,CT 06103 -T (560]24972200 -F [860)249-2400 -wwwblcompaniesgm Avchiiec‘ure Engineering Environmemal Land Surveying Companies building expansion and site plan modifications.The remainder of the property outside these limits will remain undisturbed as it exists today. Existing Drainage Mapping (ED-1):The existing portion of the site that is located within the proposed project’s construction limits that was analyzed totals 0.55 acres and is approximately 87.3%impervious.There are two catch basins located in the center of the drive aisles adjacent to the Gateway Building that collect and convey stormwater runoff to the existing operational stormwater basin on site.This portion of the site mainly consists 0f paved parking,building roof area,and concrete walkways.Pervious cover in this area exists within perimeter landscaped areas and parking lot islands. Developed Site Conditions and Hydrologic Conditions General Site Information The project scope will add i2,500 S.F.to the existing Gateway Building.The proposed project will extend the current Gateway Building to the south ofthe site and into the existing parking lot. The adjacent parking area will be modified to maintain a landscaped buffer between the building and the parking area and to maintain full traffic circulation through the parking area.There will be a total reduction to the parking totals on site of 14 passenger car spaces.The total number of ADA parking spaces will be maintained on site.There will be a large landscaped area to the south of the proposed building expansion that will decrease the impervious coverage on site to less than the existing conditions.The existing drainage patterns will remain the same as in the existing condition with all structures eventually draining to the existing stormwater basin. Developed Hydrologic Conditions The intent of the proposed site drainage is to mimic the existing drainage pattems to the maximum extent practical.Impervious area runoff on site within the project area will be clean or unchanged. The remainder ofthe on-site stormwater management system will not be modified by the proposed building expansion.Catch basins in the project area will be cleaned out upon construction completion.The following is a brief description of the surface cover as shown on the enclosed Proposed Drainage Mapping (PD—l)Map,in Appendix B. Proposed Drainage Area ll (PDA-l l):This portion ofthe site that is located within the proposed project’s construction limits that was analyzed totals 0.55 acres and is approximately 85.3% impervious.As in the existing conditions,this area will consist of the building roof areas,paved parking areas,and associated landscaped island areas.The proposed drainage system will maintain loo Constitution Ptozo -Hartford,croatos-T (560)24972200 -F 1550)249-2400-wwwbtcompomewom Alchheciure Engineeving Environmemol Land Surveying the existing hydraulic patterns,with stormwater runoff being captured by on-site catch basins before flowing through the stormwater system as it did previously in existing conditions. Table l —Pre and Post Development Drainage Characteristics. Summary The proposed impervious surfaces on the site have been decreased which will reduce the runoff from the site.The existing stormwater management system will remain in place and continue to operate as originally designed.The remainder of the property will be unchanged and continue to function as it does today.All post development stonnwater will be captured by the existing catch basin network and discharged through the stormwater management system as it does today.There will be no impact to the Town drainage system. IUD Consiiiutiori Walt]-Hartford.CT 06103 -T (860]24?r2200 -F (8&0)2492400 'www.b|CDmpOnies‘C£m Site Development Conditions Total Area Impervious Area Impervious (square Cover (%)feet)(square feet) Existing 23,995 20,945 87.3Proposed23,995 20,460 85.3Difference--485 -2.0% Archi'ec'ule EngineenngEnvivonmemal Lond Surveying APPENDIX A LOCATION MAPS Figure i:USGS Location Map Figure 2:Aerial Location Map Figure 3:FEMA Federal Insurance Rate Map 100 Corismmion PIGIG -Horiiord,CI 06103 -I [850]249-2200 -F (860i 249-2400 -WWW bicomgorwiesxiom ARCHITECTURE ENGINEERING PROPOSED FEDEX GATEWAY De i %T.T,Z ENVRONMENTAL BUILDING EXPANSION 3W“acked zlJiAia FIGURE 1 LAND SURVEYING 4o KENNEDY ROAD spf””°'21‘}‘i"':7/5§%;§2 000;”3&9 LOCA‘I'ION MAPSOUTHWINDSOR,CT 06074 o3?“ ENemEERmG PROPOSED EDEX GATEWAY Duisnad z DrawnENVIRONMENTALWILDINGEXPANSONchum J.‘I I FIGURE 2 ScaleLANDSURVEYINGmm Nu.MAE.”x AmALLocAmNMAP4oKENNEDYROAD <X“DG*§SOUTH WINDsOR,CT 05074 We 1/10/2023 )I¢—— omNN ARCHITECTURE z National Flood Hazard Layer FIRMette Legend SEE FE mom Fnk nEmLED LEGEND w mat)!MAP Fm FIRM wn uvmn Wnhom Baa Hood Envimm (BFEIznneAxass with BFEwDewuu-u-At..m w.w.An mg‘llmnry Floowwwy 0.2%Annual Chanca Flooa Hazard.Araas n1 15E annual chanc:llauu with average down Im man one tom o:m arannagc mass M Iess man one squat:mile 2w»l Future canalllans 1*Annual Chance Flonn Haxata 1m x' Ana will!Rwucod Flood Rlsk duo lo Levee.See Notes.Iva x Area wmu Hand RI‘k due to Lmnzw n «a swim Area al Minimal Flaud Naeam 7m:r Effective LOMR$ DWER RREAS he:ul Unaelevmlnea I’Iunn llama mm 3 GENERAL ‘—--Dhannel.Omen.ur Storm Smm S'lliUCTURES I I I I I I I Levee Dlke,crFlooawaII SFECIAL FLOOD “MD AREAS ‘omen Anus OFFLoouHamil)' .—‘u Class sections wlth 1%Annual chance Jni Wmer Sutlmze Elevatlnn -Cuaelal Transeu Llmil ol Sludy Junsdlctlon may Hal:Flam!Ekvallon Lln:[EFE) OYHER FIATlmES DIIIKII Dal:Avallahlc No Dlgllul 0w:Avallable MAP PANELS Unmappw the pin amnyed an the may I:an appmxlmale vol!“ulwtcd by NM:Iucr inn dou nol mwcienl an mmcvlume wanylocatlan. This map comvll=s MN!FW':“and”lnr {he In:al dw'alflwd mans lm la mu vw as dumbed bnlow. accuracy mndards Thenood hazard Inlmmallon is dellvea dlrealy hum [he aulhnlllallvu NFIIL web icvvlccs wwlaed by FEIM.his mapwasExmdall1L‘30:‘2022 al 1&03 lm‘and 602E holvelle:l changeu'amendment:mquen:In Ihls date and llml'Th0 NFHL and ullncliu Infumzlh'l maq‘chilli‘o!Income eunersedea hy new dam mm line. elemente an no!Enpenr:hawman Imagery llood :one lshels. Icgenu,scan.-Iaar.map mauan dale,mnununny lamina“. FIRM panel numboi.and FIRM olhcllw dal',Map lmai9§fol unmanned ana unmmmized amas cannm be used lot1:6,000O2505001.000 1.500 2.000 rugulatwy pumu‘u. Easemap:USGS National Map:Unholmagery:Dela rerveshed Unlabev,2020 ’ Architecvuve Engineering Envivonmental Land Surveying Companies APPENDIX B DRAINAGE MAPS ED-l i Existing Drainage Mapping PD-l —Proposed Drainage Mapping 100 Consmuiion PIGZG -Hamord,CT 06103 -T (SéU)249-2200 -F (860]249-2400 -wwwblcomganies Com ARCHITECTURE EXISTING DRAINAGE MAPPING100ConstitutionPlaza,10th FloorENGINEERINGHartford,CT 06103ENVIRONMENTAL(860)249-2200 PROPOSED FEDEX GATEWAY BUILDING EXPANSION LAND SURVEYING (860)249—2400 Fax 40 KENNEDY ROADOormalesSOUTHWINDSOR,CONNECTICUT ©2023 BL COMPANIES.INC.THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON,FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES Designed Drawn Reviewed Scale Project Nol Date z.T.zl z.T.z.JAB. 1"=30' 2001 752.14 1/1 nlzuza ©2023 BL COMPANIES,INC.THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON.FIRM OR CORPORATION WITHOUT THE SPECiFlC WRITTEN PERMlSSlON OF BL COMPANIES. PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 5-19-23 TO: Michael Maniscalco, Walter Summers, Jeff Doolittle, Molly Keays, Melissa Pierce, Kevin Cooney, Tony Manfre, John Caldwell, Andrea Confrancesco, Vincent Stetson, David Gesualdi, Marc Melanson FROM: Michele Lipe, AICP, Director of Planning The Planning & Engineering Departments have received plans for the following projects: Appl 23-20P Fedex Gateway Building Expansion Location: 40 Kennedy Road Site Plan Subdivision No. Acres 60.8 Zone Industrial Industrial Commercial Residential No. Lots/Units Water: Public Private Well Sewerage: Public Septic System 2,500 sf building addition Project Description: Future Town-owned property involved? Yes No new street(s) new detention area new open space/recreation area active passive Planning Department notes: Please comment by 6-9-23 and return to the Planning Department. CERTIFIED MAIL 7022 2410 0000 6508 5552 June 16, 2023 Cherie Akers, AICP BL Companies 555 Madison Ave. 6th Floor New York, New York 10022 Re: Appl. 23-20P FedEx Gateway Minor Site Plan Modification Dear Ms. Akers: We are pleased to advise you that the modifications to the above referenced application for a site plan for a 2,500 =/- sf addition on property located at 40 Kennedy Road, I zone. This approval is for work as shown on plans prepared by BL Companies, dated 3/15/2023, Project No. 2001752.14, as revised. 1. Prior to the commencement of any site work, a meeting must be held with town staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. A landscape bond in the amount of $2,000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. 4. All bonds must be in one of the forms described in the enclosed Bond Policy. 5. An as-built plan is required prior to the issuance of a Certificate of Occupancy, per Section 9.1.3 of the Zoning Regulations. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 8. No building permits will be issued until the Office of State Traffic Administration certificate has been issued (per CGS §14-311). 9. The building street number must be included on the final plan. 10. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 11. All free-standing signs and/or building signs require the issuance of a sign permit before they are erected. Black and white transparent mylars of Sheet # C0.05 with the above modifications, together with three blueprint copies of the entire set of plans, must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, Bart Pacekonis, Chairman Planning and Zoning Commission BP/ml cc: Town Engineer Chief Building Official Fire Marshal Director of Public Works