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HomeMy WebLinkAbout25SITE1 - Building Plans RevTABLE OF CONTENTS:A-001TITLE PAGE & CODE REVIEW A-002EXISTING FLOOR PLANS & LIFE SAFETY PLANSA-101PROPOSED 1ST FLOOR PLANA-102PROPOSED BASEMENT PLANA-1031ST FLOOR REFLECTED CEILING PLANA-104PROPOSED FACADE IMPROVEMENTSA-105 FACADE & PILASTER DETAILSM-101M.E.P. PLANSAPPLICABLE CODES:BARRIERS TO FIRE SPREAD:-EGRESS STAIRS-EGRESS STAIRS: N.A.-ELEVATOR SHAFT & MACHINE ROOM:N.A.-FIRE AND SMOKE DAMPERS FOR DUCT PENETRATIONS:NOT REQUIRED.-AMBULANCE SIZED ELEVATOR:NOT REQUIRED.-MECHANICAL SHAFTS-N.A.-EXTERIOR WALLS-THE FIRE SEPARATION DISTANCE IS MEASURED PERPENDICULAR TO THE LOT LINE.-EXTERIOR WALLS MUST BE ONE HOUR RATED FOR FIRE SEPARATION DISTANCE OF LESS THAN 10 FEET.-OPENINGS (PROTECTED OR NOT) ARE LIMITED AS FOLLOWS:-0-3':NOT PERMITTED-GREATER THAN 3'-5':15%-GREATER THAN 5'-10':25%-GREATER THAN 10'-15':45%-GREATER THAN 15' -20':75%-GREATER THAN 20':NO LIMIT-ATTIC DRAFTSTOPPING:AT CORRIDOR WALLSINTERIOR AND EXTERIOR FINISH: -PERMITTED INTERIOR WALL AND CEILING FINISH IS PERMITTED TABLE 803.13:-USE GROUP F, B & S NOT SPRINKLERED:CLASS CEGRESS:-DESIGN OCCUPANT LOADS ARE THE GREATER OF EITHER THE ACTUALNUMBER OF PERSONS IN THE SPACE OR THE OCCUPANT LOAD BASED ON THE FOLLOWING CALCULATIONS. THE OCCUPANT LOAD OF EACH PORTION OF THE BUILDING IS:-1ST FLOOR F-1:2,400 G.S.F. / 300 S.F.= 8 OCCUPANTS-1ST FLOOR B:1,800 G.S.F. / 150 S.F.= 12 OCCUPANTS-1ST FLOOR S-1:4,200 G.S.F. / 300 S.F.= 14 OCCUPANTS-TOTAL:= 34 OCCUPANTS-THE FOLLOWING REQUIRE AT LEAST TWO EXITS:-EACH FLOOR & EACH SPACE WITH 50 OR MORE OCCUPANTSCODE INFORMATION:-2022 CONNECTICUT STATE BUILDING CODE W/ ERRATA #1. -2021 INTERNATIONAL BUILDING CODE.-2021 INTERNATIONAL PLUMBING CODE.-2021 INTERNATIONAL MECHANICAL CODE.-2021 INTERNATIONAL ENERGY CONSERVATION CODE.-2020 NATIONAL ELECTRICAL CODE, NFPA 70.-2017 ANSI A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.-2022 CT STATE FIRE SAFETY CODE AMMENDMENTS W/ ERRATA.-2022 CT STATE FIRE SAFETY CODE ERRATA #1.-2022 CT STATE FIRE PREVENTION CODE AMMENDMENTS W/ ERRATA.-2022 CT STATE FIRE PREVENTION CODE ERRATA #1.-AMERICANS WITH DISABILITY ACTS.-OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION.-LOCAL ZONING REGULATIONS.OCCUPANCY CLASSIFICATION:-THE PROPOSED AREA IS A MIXED USE WITHIN AN EXISTING BUILDING:-A PORTION OF THE 1ST FLOOR AREA IS A MODERATE -HAZARDFACTORY USE BUILDING, USE GROUP F-1 -SECTION 306.2 AND A BUSINESS OFFICE, USE GROUP B -SECTION 304.1:-THE BASEMENT IS A MODERATE -HAZARD STORAGE AREA, USE GROUP S-1.-THE BUILDING IS NOT CONSIDERED A THRESHOLD BUILDING.GENERAL APPROACH:-THE OCCUPANCY AREAS WILL BE CONSIDERED PORTIONS OF THE SAME BUILDING, AND REGULATED AS A SINGLE STRUCTURE.-THE WORK IS CONSIDERED NEW CONSTRUCTION.ANALYSIS: -AREA -TABLE 506.2:-BASE ALLOWABLE AREA (GROUP F-1/NS): 9,000 G.S.F.-AREA PROVIDED:2,400 G.S.F.-BASE ALLOWABLE AREA (GROUP B/NS): 9,000 G.S.F.-AREA PROVIDED:1,800 G.S.F.-BASE ALLOWABLE AREA (GROUP S-1/NS): 9,000 G.S.F.-AREA PROVIDED:4,200 G.S.F. -STORIES:-BASE ALLOWABLE STORIES -TABLE 504.4:-USE GROUP F-1/NS: 1 STORY-STORIES PROVIDED: 1 STORY-USE GROUP B/NS: 2 STORIES-STORIES PROVIDED: 1 STORY-USE GROUP S-1/NS: 1 STORY-STORIES PROVIDED: 1 STORY -HEIGHT:-BASE ALLOWABLE HEIGHT ABOVE GRADE PLANE -TABLE 504.3:-USE GROUP F-1/NS: 40'0" -HEIGHT PROVIDED: 30'0"-USE GROUP B/NS: 40'0" -HEIGHT PROVIDED: 30'0"-USE GROUP S-1/NS: 40'0" -HEIGHT PROVIDED: 30'0"CONSTRUCTION TYPE:-FIRE RATINGS ARE REQUIRED AS FOLLOWS (TABLE 601):-STRUCTURES SUPPORTING A RATED ASSEMBLY ARE TO BE RATED TO THE SAME LEVEL AS THE RATED ASSEMBLY.-STRUCTURE: 0 MIN.-ROOF: 0 MIN.-CORRIDORS: 0 MIN. -BETWEEN FLOORS: 0 MIN.-BETWEEN FIRE AREAS: N.A.-STAIRWELLS: N.A.BUILDING GEOMETRY:-FOOTPRINT AREA -TABLE 506.2:-1ST FLOORUSE GROUP F-1: 3,803 G.S.F.USE GROUP B: 3,803 G.S.F.-BASEMENTUSE GROUP S-1: 3,803 G.S.F.-HEIGHT IN STORIES -TABLE 504.4:-USE GROUP F-11 STORY-USE GROUP B1 STORY-USE GROUP S-11 STORY-HEIGHT IN FEET (GRADE PLANE TOAVERAGE OF HIGHEST ROOF) -TABLE 504.3:-2 STORY HEIGHT TO RIDGE: 30'0" -SPRINKLERS:NO-CONSTRUCTION TYPE -TABLE 506.2, TABLE 504.4 & TABLE 504.3:-TYPE VB: COMBUSTIBLE UNPROTECTEDNOTES:1. SEPARATE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE ALARM SYSTEMSSHALL PERMIT APPLICATIONS SHALL BE PREPARED AND SUBMITTED TO THE LOCAL BUILDING OFFICIAL AND FIRE MARSHAL FOR APPROVAL BY DESIGN / BUILD SUBCONTRACTORS LICENSED IN THE STATE OF CONNECTICUT IN THEIR RESPECTIVE TRADES. FIRE PROTECTION SYSTEMS:-FIRE ALARM SYSTEM:NOT REQUIRED FOR B USES (SECTION 907.2.2)-MANUAL PULL STATIONS.NOT REQUIRED-SMOKE DETECTION FOR HVAC SHUTDOWN, CORRIDOR SMOKE -AUDIBLE ALARMS.NOT REQUIRED-VISUAL ALARMS.NOT REQUIRED-ANNUCIATOR PANEL.NOT REQUIRED-DIGITAL FIRE ALARM MASTER BOX.NOT REQUIRED-CARBON MONOXIDE DETECTION:NOT REQUIRED UNLESS FUEL FIRED EQUIPMENT USED.-SPRINKLER SYSTEM:NOT REQUIRED FOR F-1, B OR S-1 FOR LESS THAN 12,000 S.F. PERSECTION 903.2.4 & 903.2.9 ANDLESS THAN 2,500 S.F FOR USEGROUP F-1 PER SECTION 903.2.4.1-STANDPIPE SYSTEM:NOT REQUIRED-PORTABLE FIRE EXTINGUISHERS: REQUIRED PER INTERNATIONAL FIRE CODE-ILLUMINATED EXIT SIGNS:REQUIRED-EMERGENCY LIGHTING:REQUIREDPLUMBING FIXTURE COUNTS: TABLE 2902.1-THE FOLLOWING ARE REQUIRED:-TOTAL BUILDING OCCUPANTS USE: 34-MALE OCCUPANTS: 17-FEMALE OCCUPANTS: 17-BUSINESS USE:-MALE WATER CLOSETS: 1/25 = 1 (1 W.C. PROVIDED).-FEMALE WATER CLOSETS: 1/25 = 1 (1 W.C. PROVIDED).-MALE LAVS.: 1/40 = 1 (1 PROVIDED)-FEMALE LAVS.: 1/40 = 1 (1 PROVIDED)-DRINKING FOUNTAINS: = 1 (1 PROVIDED)-SERVICE SINK: 1 REQUIRED & PROVIDED-TRAVEL DISTANCE IS LIMITED TO 200 FT IN USE GROUP F-1, B & S-1. (TABLE 1017.2)-DEAD END CORRIDORS ARE LIMITED TO 20 FT. WITHOUT SPRINKLER SYSTEM. (SECTION 1020.5).-COMMON PATH OF EGRESS TRAVEL FOR F-1, B & S-1 IS 100' MAXIMUM. (TABLE 1006.2.1).-REMOTENESS OF MULTIPLE EXITS IS REQUIRED TO BE 1/3 OF THE DIAGONAL DISTANCE OF THE SPACE.-THE MINIMUM WIDTH OF CORRIDORS IS 44 INCHES OR 0.2 INCHES PER PERSON SERVED.-THE MINIMUM CLEAR WIDTH OF DOOR OPENINGS IS THE GREATER OF 32 INCHES OR 0.2 INCHES PER PERSON SERVED.-ACCESSIBLE EGRESS:-AREA OF REFUGE AND 48" CLEAR WIDTH STAIRS ARE NOT REQUIRED.ACCESSIBILITY:-EXTERIOR: -ROUTES FROM PUBLIC STREETS AND SIDEWALKS ONTO THE SITE MUST BE ACCESSIBLE.-PASSENGER LOADING ZONES MUST BE ACCESSIBLE.-50% OF PUBLIC ENTRANCES MUST BE ACCESSIBLE.-ACCESSIBLE PARKING MUST BE PROVIDED PER CSBC 1106.1.-ACCESSIBLE SPACES TO BE PER 1106.5.-INTERIOR ROUTES AND COMMON SPACES:-INTERIOR ROUTES AND COMMON SPACES MUST BE ACCESSIBLE.SCALE:DATE: 13 FEBRUARY 2025E -Mail:peter.springsteel@snet.netARCHITECTPETER J. SPRINGSTEELARCHITECT LLC105 STARR STREETMYSTIC, CT 06355T:(860)572-7306COPYRIGHT © 2025 PETER J. SPRINGSTEEL ARCHITECT, LLCNOTES:THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS IN THE FIELD, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ARCHITECT WITH ANY DISCREPANCIES FROM THE DRAWINGS.DO NOT SCALE THE DRAWINGS.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS OR SAFETY PRECAUTIONS.105 STARR ST.MYSTIC, CT 06355A R C H I T E C TP SPRINGSTEELJ860 572 7306OWNERPVC DIRECTFACADE & DOOR RENOVATIONS 8 ENTERPRISE LANE, OAKDALE -MONTVILLE, CONNECTICUTGUASTI LLC1" = 10'-0"TITLE_PAGE_&_CODE_REVIEWA-0011" = 10'-0"1SITE PLAN 60'-0"70'-0"Dn.Dn.METERSWITCH5'-4"RAMPMATERIAL STORAGE RACKSCHOP SAW BENCH220V AUTO FEED SHAPERTOOL BENCH4'X10' WORK TABLEROUTER TABLE4'X10' WORK TABLE4'X10' WORK TABLE4'X10' WORK TABLE4'X10' WORK TABLE4'X10' WORK TABLELOBBY1-A01CONFERENCE1-A02W.C.1-WC01W.C.1-WC02OFFICE #41-A07OFFICE #51-A12OFFICE #61-A13CORRIDOR 21-A09CLOS.1-A10I.T.1-A11WORK AREA1-A08CORRIDOR 11-A03OFFICE #31-A06OFFICE #21-A05OFFICE #11-A04STAIRS1-ST01DUAL HEAD EMERGENCY LIGHT FIXTURE W/BATTERY BACK-UPL.E.D. EXIT SIGN W/ BATTERY BACKUPFIRE EXTINGUISHERFSchedule17'6"NEWFNEWNEWNEW DUAL HEAD EMERGENCY LIGHT FIXTURE W/BATTERY BACK-UPNEW L.E.D. EXIT SIGN W/ BATTERY BACKUPNEW FIRE EXTINGUISHERNEWNEW DUAL HEAD EMERGENCY LIGHT FIXTURE W/BATTERY BACK-UP, WITH L.E.D. EXIT SIGNNEW DUAL HEAD EMERGENCY LIGHT FIXTURE W/BATTERY BACK-UP, WITH L.E.D. EXIT SIGNFNEWFNEWFNEWFNEWFNEWNEWNEWNEWNEWNEWNEWNEWNEWNEWNEWNEWNEWNEWNEWNEWNEW21'0"17'6"3'0"8'0"10'5"2'5"6'4"34'3"3'0"13'0"10'0"4'5"28'9"13'3"NEW26'0"3'0"22'0"38'0"4'X24' WORK TABLE9'0"7'0"EXISTING VACANT SPACE60'-0"70'-0"Dn.Dn.METERSWITCH5'-4"EXISTING BASEMENTEXISTING LALLY COLUMN (TYP.)UpEXISTING LALLY COLUMN (TYP.)EXISTING LALLY COLUMN (TYP.)CRUSHED STONE FLOORMech.Oil TanksBoilerHVACHVAC200 AmpPanelMech. Rm. PanelEXISTING BASEMENTUpMech.Oil TanksBoilerHVACHVAC200 AmpPanelMech. Rm. PanelEXISTING BASEMENT / STORAGE0-A1MECH.0-UT0160'0"65'0"20'0"47'0"21'0"25'0"21'0"DOOR AT TOPOF STAIRSFCONVENIENCE STAIRSCALE:DATE: 13 FEBRUARY 2025E -Mail:peter.springsteel@snet.netARCHITECTPETER J. SPRINGSTEELARCHITECT LLC105 STARR STREETMYSTIC, CT 06355T:(860)572-7306COPYRIGHT © 2025 PETER J. SPRINGSTEEL ARCHITECT, LLCNOTES:THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS IN THE FIELD, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ARCHITECT WITH ANY DISCREPANCIES FROM THE DRAWINGS.DO NOT SCALE THE DRAWINGS.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS OR SAFETY PRECAUTIONS.105 STARR ST.MYSTIC, CT 06355A R C H I T E C TP SPRINGSTEELJ860 572 7306OWNERPVC DIRECTFACADE & DOOR RENOVATIONS 8 ENTERPRISE LANE, OAKDALE -MONTVILLE, CONNECTICUTGUASTI LLC1/8" = 1'-0"EXIST._CONDITIONS_&_LIFE_SAFETY_PLANSA-0021/8" = 1'-0"11ST FLOOR PLAN-LIFE SAFETY PLAN1/8" = 1'-0"2EXISTING 1ST FLOOR PLAN1/8" = 1'-0"3EXISTING BASEMENT PLAN1/8" = 1'-0"4BASEMENT LIFE SAFETY PLANUSE GROUP F-1USE GROUP B4,200 G.S.F.1,800 G.S.F./ 150 S.F. = 12 OCCUPANTS2,400 G.S.F./ 300 S.F. = 8 OCCUPANTS4,200 G.S.F.STORAGE 4,200 G.S.F./ 300 S.F. = 14 OCCUPANTS 60'-0"70'-0"Dn.Dn.METERSWITCH5'-4"NEW DOOR HEADER:3 -1-3/4"x11-7/8" LVL OR2 -1-3/4"x14" LVLDEMO FRAME WALL FORNEW 10'0" WIDE x 7'0" TALLINSULATED ROLL-UP DOOR -INSTALL DOUBLE 2"x6" P.T. JAMB/JACK STUDS. PROVIDE DOUBLE KING STUDS SET ON EXISTINGWALL PLATE AT OPENING CorridorShopRAMPMATERIAL STORAGE RACKSCHOP SAW BENCH220V AUTO FEED SHAPER4'X24' TABLETOOL BENCH4'X10' WORK TABLEROUTER TABLE4'X10' WORK TABLE4'X10' WORK TABLE4'X10' WORK TABLE4'X10' WORK TABLE4'X10' WORK TABLEA109A110A112A111WC102WC101A106A104A103A102A101A107CO01A105A108CO02CO03LOBBY1-A01CONFERENCE1-A02W.C.1-WC01W.C.1-WC02OFFICE #41-A07OFFICE #51-A12OFFICE #61-A13CORRIDOR 21-A09CLOS.1-A10I.T.1-A11WORK AREA1-A08CORRIDOR 11-A03OFFICE #31-A06OFFICE #21-A05OFFICE #11-A04STAIRS1-ST01ST01CO05SCALE:DATE: 13 FEBRUARY 2025E -Mail:peter.springsteel@snet.netARCHITECTPETER J. SPRINGSTEELARCHITECT LLC105 STARR STREETMYSTIC, CT 06355T:(860)572-7306COPYRIGHT © 2025 PETER J. SPRINGSTEEL ARCHITECT, LLCNOTES:THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS IN THE FIELD, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ARCHITECT WITH ANY DISCREPANCIES FROM THE DRAWINGS.DO NOT SCALE THE DRAWINGS.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS OR SAFETY PRECAUTIONS.105 STARR ST.MYSTIC, CT 06355A R C H I T E C TP SPRINGSTEELJ860 572 7306OWNERPVC DIRECTFACADE & DOOR RENOVATIONS 8 ENTERPRISE LANE, OAKDALE -MONTVILLE, CONNECTICUTGUASTI LLC1/4" = 1'-0"PROPOSED_1ST_FLOOR_PLANA-1011/4" = 1'-0"11ST FLOOR PLANNOTE:-ALL INTERIOR AND EXTERIOR WALLS ARE EXISTING,NON-RATED, WITH 2"x4" WOOD STUDS AND PAINTED GYPSUM BOARD FINISH ON ALL INTERIOR SURFACES. EXISTING LALLY COLUMN (TYP.)UpEXISTING LALLY COLUMN (TYP.)EXISTING LALLY COLUMN (TYP.)CRUSHED STONE FLOORNEW DOOR HEADER:3 -1-3/4"x9-1/2" LVL OR2 -1-3/4"x11-7/8" LVLDEMO FRAME WALL AND CUT CONCRETE HALF-WALLFOR NEW 10'0" WIDE x 7'0" TALLINSULATED ROLL-UP DOOR -INSTALL DOUBLE 2"x6" P.T. JAMB/JACK STUDS. PROVIDE DOUBLE KING STUDS SET ON EXISTINGWALL PLATE AT OPENING Oil TanksBoilerHVACHVAC200 AmpPanelMech. Rm. Panel0-UT01CO04CO06EXISTING BASEMENT / STORAGE0-A1MECH.0-UT01HEXISTING TJI JOISTSEXISTING LVL GIRDEREXISTING LVL GIRDEREXISTING LVL GIRDERSCALE:DATE: 13 FEBRUARY 2025E -Mail:peter.springsteel@snet.netARCHITECTPETER J. SPRINGSTEELARCHITECT LLC105 STARR STREETMYSTIC, CT 06355T:(860)572-7306COPYRIGHT © 2025 PETER J. SPRINGSTEEL ARCHITECT, LLCNOTES:THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS IN THE FIELD, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ARCHITECT WITH ANY DISCREPANCIES FROM THE DRAWINGS.DO NOT SCALE THE DRAWINGS.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS OR SAFETY PRECAUTIONS.105 STARR ST.MYSTIC, CT 06355A R C H I T E C TP SPRINGSTEELJ860 572 7306OWNERPVC DIRECTFACADE & DOOR RENOVATIONS 8 ENTERPRISE LANE, OAKDALE -MONTVILLE, CONNECTICUTGUASTI LLC1/4" = 1'-0"PROPOSED_BASEMENT_PLANA-1021/4" = 1'-0"1PROPOSED BASEMENT PLAN 1 HHVAC SUPPLY DIFFUSER -SEE MEP DRAWINGS FORSPECIFICATIONS.HVAC RETURN GRILLE/REGISTER -SEE MEP DRAWINGS FORSPECIFICATIONS.RECESSED LIGHT FIXTURE HVAC EXHAUST GRILLE/REGISTER -SEE MEP DRAWINGS FORSPECIFICATIONS.2'x2' RECESSED L.E.D. TROFFER 2'x4' RECESSED L.E.D. TROFFER.LINEAR UP/DOWN 4' LED PENDANT LIGHTCEILING SCHEDULE:24" x 24" x 5/8" BEVELED TEGULAR EDGE ACOUSTICAL CEILING TILEAND COMPATIBLE SUSPENSION SYSTEM:'CEILING TILE: ARMSTRONG CORTEGA 2196SUSPENSION SYSTEM: ARMSTRONG PRELUDE XL FIRE GUARD 15/16" EXPOSED TEE GRID. INSTALL PER MANUFACTURER SPECIFICATIONS.CEILING HEIGHT 9'0" A.F.FHHEL. +9'1"EL. +8'0"EL. +8'0"EL. +8'0"EL. +8'0"EL. +8'0"EL. +8'0"EL. +8'0"EL. +8'0"EL. +8'0"EL. +8'0"EL. +8'0"EL. +8'0"SCALE:DATE: 13 FEBRUARY 2025E -Mail:peter.springsteel@snet.netARCHITECTPETER J. SPRINGSTEELARCHITECT LLC105 STARR STREETMYSTIC, CT 06355T:(860)572-7306COPYRIGHT © 2025 PETER J. SPRINGSTEEL ARCHITECT, LLCNOTES:THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS IN THE FIELD, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ARCHITECT WITH ANY DISCREPANCIES FROM THE DRAWINGS.DO NOT SCALE THE DRAWINGS.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS OR SAFETY PRECAUTIONS.105 STARR ST.MYSTIC, CT 06355A R C H I T E C TP SPRINGSTEELJ860 572 7306OWNERPVC DIRECTFACADE & DOOR RENOVATIONS 8 ENTERPRISE LANE, OAKDALE -MONTVILLE, CONNECTICUTGUASTI LLC1/4" = 1'-0"1ST_FLOOR_REFLECTED_CEILING_PLANA-1031/4" = 1'-0"11ST_FLOOR_REFLECTED_CEILING_PLANPAINTED GYPSUMBOARD CEILINGPAINTED GYPSUMBOARD CEILINGPAINTED GYPSUMBOARD CEILING 1A-1052A-1051'-0"1A-1053/A102PROPOSED NEWFACADEEXISTING GABLE ROOF BEYONDPROPOSED NEWPILASTERNEW DOOR HEADER:2 -1-3/4"x9-1/2" LVLDEMO FRAME WALL FOR NEW 10'0" WIDE x 7'0" TALLINSULATED ROLL UP DOOR -INSTALL DOUBLE 2"x6" P.T. JAMB/JACK STUDS. PROVIDE DOUBLE KING STUDS SET ON EXISTINGWALL PLATE AT OPENING 2A-105PROPOSEDFACADEPROPOSEDPILASTERNEW DOOR HEADER:2 -1-3/4"x9-1/2" LVLDEMO FRAME WALL AND CUT CONCRETE HALF-WALLFOR NEW 10'0" WIDE x 7'0" TALLINSULATED ROLL-UP DOOR -INSTALL DOUBLE 2"x6" P.T. JAMB/JACK STUDS. PROVIDE DOUBLE KING STUDS SET ON EXISTINGWALL PLATE AT OPENING 1A-105PROPOSED NEWFACADE STRUCTUREBEYOND2A-105EXISTING ELECTRICALSERVICE MASTPROPOSEDFACADEPROPOSEDPILASTERSCALE:DATE: 13 FEBRUARY 2025E -Mail:peter.springsteel@snet.netARCHITECTPETER J. SPRINGSTEELARCHITECT LLC105 STARR STREETMYSTIC, CT 06355T:(860)572-7306COPYRIGHT © 2025 PETER J. SPRINGSTEEL ARCHITECT, LLCNOTES:THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS IN THE FIELD, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ARCHITECT WITH ANY DISCREPANCIES FROM THE DRAWINGS.DO NOT SCALE THE DRAWINGS.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS OR SAFETY PRECAUTIONS.105 STARR ST.MYSTIC, CT 06355A R C H I T E C TP SPRINGSTEELJ860 572 7306OWNERPVC DIRECTFACADE & DOOR RENOVATIONS 8 ENTERPRISE LANE, OAKDALE -MONTVILLE, CONNECTICUTGUASTI LLCAs indicatedPROPOSED_FACADE_IMPROVEMENTSA-1041/8" = 1'-0"2PROPOSED ROOF PLAN3/16" = 1'-0"4FRONT / WEST ELEVATION3/16" = 1'-0"5LEFT SIDE / NORTH ELEVATION3/16" = 1'-0"6REAR / EAST ELEVATION3/16" = 1'-0"7RIGHT SIDE / SOUTH ELEVATION 2A-105LEAD COATED COPPER FLASHING W/SEALANT AND DRIP EDGE3" OR 6" WIDE SECURETAPEMETAL GRAVEL STOP / FASCIACONTINUOUS SHEET METAL CLIP2" WIDE, TGM 3300 TAPEWEATHER RESISTANTBARRIER OVER PLYWOODSHEATHING4" EXPOSURE VINYL OR FIBER-CEMENT CLAPBOARDSIDING(2) -2"x6" P.T. PLATE5/8" ADVANTECH SHEATHINGOVER TAPERED 2"x10 P.T.JOISTS AT 16" O.C.1"x12" PVC PROJECTED FASCIA BOARD5 1/2"5 1/2"5 1/2"REINFORCE TOP CHORD OF TRUSSWITH 2"x10" D.F. TYPICALEXISTING EXTERIOR WALL/GABLE TRUSSDIAGONAL BRACE WITH 2"x6" D.F @ 16" O.C.OVERLAP DIAGONAL 2"x6" D.F. BRACE @ 24" O.C.CRIPPLE WALLS TO FOLLOW EXISTING ROOF PITCH2"X6" D.F. @ 24" O.C.LEAD COATED COPPER STEPFLASHING AT WALLTYPICALFULLY ADHERED EPDMOR FIBERGLASS ROOF & FLASHING SYSTEM BONDED TO FLASHINGPITCH TO GUTTER (TYP.)SET 2"x D.F. PLATE ON EXISTING ROOF SHEATHING -FASTEN WITH2 -LEDGERLOKS AT 24" O.C. TO EXISTING TRUSSESPVC CROWN MOULDING1"x12" PVC PROJECTED FASCIA BOARDTAPERED 2"x10" D.F. JOIST @ 24" O.C. EXISTING TRUSS STRUCTUREFIELD VERIFY DIMENSION BASED ON EXISTING TRUSS LOCATIONSEXISTING RIDGE1"RUN NEW WALL SHEATHING 24" MIN. OVEREXISTING WALL STUDS -NAIL SHEATHINGW/ 10D COMMON AT 6" O.C.SIMPSON H2.5A ANCHORAT EACH RAFTER3/A-102 PILASTER SECTION1'-7"1'-7"SCALE: 3/4" = 1'0"METERNEW 2"x6" D.F. PILASTERFRAME W/ 1/2" OSB SHEATHINGNAILED 6" O.C. W/ 10D COMMONBUILT-UP PVC FINISHESSET PILASTER FRAME ON 2"x6"P.T. PLATE AND 3000 PSI CONCRETEPIER TO MATCH PILASTER FOOTPRINT.RUN PIER 42" BELOW GRADE & DOWEL TO EXISTING FOUNDATION W/3 -#4 REBAR ON EACH FACE.1A-1053" OR 6" WIDE SECURETAPE5 1/2"EXISTING ROOF TRUSSEXISTING EXTERIOR WALLNEW WALLS TO FOLLOW EXISTING ROOF PITCH2"x6" D.F. @ 24" O.C.TAPERED 2"x10" D.F. JOIST @16" O.C. SET 2"x D.F. PLATE ON EXISTING ROOF SHEATHING SCALE:DATE: 13 FEBRUARY 2025E -Mail:peter.springsteel@snet.netARCHITECTPETER J. SPRINGSTEELARCHITECT LLC105 STARR STREETMYSTIC, CT 06355T:(860)572-7306COPYRIGHT © 2025 PETER J. SPRINGSTEEL ARCHITECT, LLCNOTES:THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS IN THE FIELD, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ARCHITECT WITH ANY DISCREPANCIES FROM THE DRAWINGS.DO NOT SCALE THE DRAWINGS.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS OR SAFETY PRECAUTIONS.105 STARR ST.MYSTIC, CT 06355A R C H I T E C TP SPRINGSTEELJ860 572 7306OWNERPVC DIRECTFACADE & DOOR RENOVATIONS 8 ENTERPRISE LANE, OAKDALE -MONTVILLE, CONNECTICUTGUASTI LLC3/4" = 1'-0"FACADE_&_PILASTER_DETAILSA-1053/4" = 1'-0"1SECTION @ PARAPET DETAILS 13/4" = 1'-0"2SECTION @ PARAPET DETAILS 2 Dn.Dn.METERSWITCH5'-4"CorridorShopRAMPMATERIAL STORAGE RACKSCHOP SAW BENCH220V AUTO FEED SHAPER4'X24' TABLETOOL BENCH4'X10' WORK TABLEROUTER TABLE4'X10' WORK TABLE4'X10' WORK TABLE4'X10' WORK TABLE4'X10' WORK TABLE4'X10' WORK TABLELOBBY1-A01CONFERENCE1-A02W.C.1-WC01W.C.1-WC02OFFICE #41-A07OFFICE #51-A12OFFICE #61-A13CORRIDOR 21-A09CLOS.1-A10I.T.1-A11WORK AREA1-A08CORRIDOR 11-A03OFFICE #31-A06OFFICE #21-A05OFFICE #11-A04STAIRS1-ST01WALL MOUNTED SUPPLY AIR GRILLEWALL MOUNTED RETURN AIR GRILLEHCEILING MOUNTED L.E.D. STRIP LIGHTPENDANT LIGHT FIXTUREDUPLEX RECEPTACLESINGLE POLE SWITCH2'x4' FLOURESCENT LIGHT TROFFERSCHEDULE:UpCRUSHED STONE FLOOROil TanksBoilerHVACHVAC200 AmpPanelMech. Rm. PanelEXISTING BASEMENT / STORAGE0-A1MECH.0-UT01SBOILERSHUT-OFFH3TO 1ST FLOORLIGHT & 3-WAYSWITCHCONVENIENCE STAIRSCALE:DATE: 13 FEBRUARY 2025E -Mail:peter.springsteel@snet.netARCHITECTPETER J. SPRINGSTEELARCHITECT LLC105 STARR STREETMYSTIC, CT 06355T:(860)572-7306COPYRIGHT © 2025 PETER J. SPRINGSTEEL ARCHITECT, LLCNOTES:THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING ALL DIMENSIONS IN THE FIELD, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ARCHITECT WITH ANY DISCREPANCIES FROM THE DRAWINGS.DO NOT SCALE THE DRAWINGS.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS OR SAFETY PRECAUTIONS.105 STARR ST.MYSTIC, CT 06355A R C H I T E C TP SPRINGSTEELJ860 572 7306OWNERPVC DIRECTFACADE & DOOR RENOVATIONS 8 ENTERPRISE LANE, OAKDALE -MONTVILLE, CONNECTICUTGUASTI LLC3/16" = 1'-0"M.E.P._PLAN_PLANSM-1013/16" = 1'-0"11ST FLOOR M.E.P. PLAN3/16" = 1'-0"2BASEMENT M.E.P. PLAN