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Notice of Intent Plans
r Town Clerk Stamp TOWN OF BARNSTABLE Planning & 20 APR '22 FM12 ' 4'1 IBARNSTABLE TOW„ Development Department Barnstable Historical Commission "w www.town.barnstable,ma. us/historicalcommission I NOTICE OF INTENT TO DEMOLISH A SIGNIFICANT BUILDING Date of Application "Ijwpftd� p L] Full Demotion Partial Demolition Building Address: 1170 Crd ayi114 I} ?ac Ad II Number Street Cfq 4ol I � na(l 4, Assessor's Map # Assessor's Parcel # Village ZIP Property Owner: )erlo ( Mr Owbef _ 611 - 610 - 13 0 NameRpp Phonel# �.t Property Owner Mailing Address (if different than building address) 35 � u�Ui[�� d1l)fwtoN .;if OIL1 SK laropenq ownera-rnairaaaress. ew ,s p yorN Contractor/Agent: Vyi1'rc lsitq Diff M5 8ai1r.1prS II d Contractor/Agent Mailing Address: `11 $ �o✓ir ke Sod+ trotlail %d Contractor/Agent Contact Name and Phone #: Na}e KI+�a t (y1 -d51 - GSOL( Name Phone # Contractor/Agent Contact e-mail address: " Je p Kill Demolition Proposed = please item' iize all changes: Dole Vlnr)[PAI Iden Nn ' 011e t4eror Juo� PAFrIq w1kr{taI roof FII as J ha d d Type of New Construction Proposed: ; K 5 in t n idA w oAf wi UkTexOuT n t ex ir' aP ( Provide information below to assist the Commission in making the required determination regarding the status of the Building in accordance with Article 1 , § 112 Year built: jga3 Additions Year Built: I�y � Is the Building listed on the National Register of Historic Places or is the building located in a National Register District? No [❑ Yes Q PrT-Ovrent Signature BHC NOID 2018. doc iF R.RIR RItIRIRIRIRIR RI R.Re sl Ri RI p RR q Re R e 44� I I R.R�RAIbR,RI R,RIHy .:� RIR.+'yR1RaeReRla 7 1 'urN Aro Li+VWI' �AIp '4 ;Q � 9 A A p ff ra; A lkegi IL 3rlqr2 \ � f 5 . . + . « \ / � T : 222 Third Street, Suite 3212 Cambridge, MA 02142 www.LDa-Architects.com tel: 617 621-1455 fax 617 621-1477 BERMAN-NEWBURG RESIDENCE 1187 CRAIGVILLE BEACH RD CENTERVILLE MA 02632 FIRST FLOOR BATHROOM ADDITION/RENOVATION - PERMIT/HISTORIC COMMISSION SUBMISSION 05/09/2022 101 SHT 99 Ref 99Ref 99 Ref99 Ref ? LEVEL EL: #'-#" ROOM NAME 101 1 A101 SIM 1i ELEVATION DOOR REFERENCE INTERIOR ELEVATION KEYNOTE PARTITION WINDOW REFERENCE ROOM ELEVATION CALL SECTION CALL NORTH X.X STRUCTURAL GRID A101 1 SIM DETAIL SYMBOLS KEY 101 BUILDING CODE:780 CMR, 9TH EDITION, MASSACHUSETTS STATE BUILDING CODE ONE AND TWO FAMILY DWELLING CODE ENERGY CODE:780 CMR, 9TH EDITION, APPENDIX 115 AA "STRETCH" ENERGY CODE INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2018 BUILDING CODE 1. THE PROJECT CONSISTS OF A RENOVATION TO A HISTORIC HOUSE. 2. THE DRAWINGS ARE INTENDED TO BE READ IN CONJUNCTION WITH SPECIFICATIONS AND SCHEDULES. PROMPTLY REPORT DISCREPANCIES IN THE DRAWINGS AND BETWEEN DRAWINGS, SPECIFICATIONS AND SCHEDULES TO THE ARCHITECT AND/OR OWNER 3. THE CONTRACTOR IS TO COMPLETE THE WORK IN COMPLIANCE WITH ZONING ORDINANCES, BUILDING CODES, ENERGY CODES AND GENERAL LAWS APPLICABLE TO THE REGULATORY JURISDICTION OF THE PROJECT 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND THE CONTRACTOR'S SUB- CONTRACTORS TO REVIEW EXISTING SITE AND BUILDING CONDITIONS TO THE EXTENT NECESSARY TO CONFIRM THAT THE WORK CAN BE EXECUTED WITHOUT DELAYS OR ADDITIONAL COST 5. THE CONTRACTOR IS TO LAYOUT AND CONFIRM SITE ELEVATIONS AND SETBACK LINES SHOWN ON CIVIL AND ARCHITECTURAL PLANS. DISCREPANCIES BETWEEN PROPOSED LOCATIONS AND ELEVATIONS MUST BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO THE INSTALLATION OF THE WORK. 6. SEE GENERAL NOTES ON INDIVIDUAL DRAWING SHEETS. GENERAL PROJECT NOTES ABBREVIATIONS AFF ABOVE FINISH FLOOR CIP CAST-IN-PLACE CONC CONCRETE DIA DIAMETER DN DOWN EXIST EXISTING FIN FINISH FLR FLOOR FT FOOT GC GENERAL CONTRACTOR GWB GYPSUM WALL BOARD HP HIGH POINT IN INCH MAX MAXIMUM MDF MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY OVERLAY MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING OC ON CENTER PCF POUND PER CUBIC FOOT PLAM PLASTIC LAMINATE PT PRESERVATIVE TREATED PVC POLYVINYL CHLORIDE R RISER RO ROUGH OPENING SF SQUARE FOOT SHT SHEET SIM SIMILAR SPEC SPECIFICATIONS T TREAD T&G TONGUE AND GROOVE TYP TYPICAL VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD W/WITH W/O WITHOUT &AND @ AT CL MATERIALS KEY CAST CONCRETE EARTH SOLID WOOD PLYWOOD RIGID INSULATION SPRAY INSULATION - LOW DENSITY BLOWN-IN INSULATION GYPSUM WALL BOARD BRICK (ELEVATION) BRICK (SECTION) CMU MASONRY ARCHITECTURAL STONEWORK GRAVEL SPRAY INSULATION - HIGH DENSITY METAL ARCHITECTURAL STONEWORK (ELEVATION) LOCUS LOCATION DRAWING LIST PHASING SCOPE PHASE 1 PHASE 2 PHASE 3 PHASE 2 PHASE 1 PHASE 3 REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: LDa Architecture & Interiors, LLP 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 05/09/2022 CJ JO / TL INDEX SHEET 1187 CRAIGVILLE BEACH RDCENTERVILLE MA 02632BERMAN-NEWBURG RESIDENCEFIRST FLOOR BATHROOM ADDITION/RENOVATION - PERMIT/HISTORIC COMMISSION SUBMISSION G101P30072.00FENESTRATION U-VALUE 0.30 0.30 SLAB-ON-GRADE R10 N/A BASEMENT WALLS R15 (CONTINUOUS) N/A EXTERIOR WALLS R20 R20 CEILING/ROOF R49 N/A REQUIRED R-VALUE PROPOSED R-VALUE THERMAL PERFORMANCE REQUIREMENTS FOR CLIMATE ZONE 5 Sheet Number Sheet Name G00 COVER G101 INDEX SHEET D250 FIRST FLOOR DEMOLITION PLAN A100 SITE PLAN - PHASE 3 A101 PROPOSED FIRST FLOOR & ROOF PLAN A220 PROPOSED ELEVATIONS A230 SECTION @ GUEST BATH A240 REFLECTED CEILING PLAN S300 TYPICAL STRUCTURAL DETAILS S301 ROOF FRAMING PLAN NUMBER WIDTH HEIGHT MANUFACTURER MODEL NUMBER NOTES WINDOW SCHEDULE 221 1'-7 1/2"3'-3 1/2"PELLA 3648 RESERVE SERIES DOOR SCHEDULE 118 2'-8"6'-8"0'-1 3/4"WOOD DOOR NO.WIDTH HEIGHT THICKNESS DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH COMMENTS POCKET DOORPAINTEDWOODPAINTED 110 3'-6"6'-6"0'-1 3/4"DOUBLE SWING DOORPAINTEDWOODPAINTED 2'-6"6'-6"0'-1 3/4"SWING DOORPAINTEDWOODPAINTED 4'-9"6'-6"0'-1 3/4"SLIDE POCKETING DOORPAINTEDWOODPAINTED 120 121 WOOD WOOD WOOD 222 1'-7 1/2"3'-3 1/2"PELLA -ARCHED WINDOW February 12, 2018 1"=20'Site PlanProposed ImprovementsAt1187 Craigville Beach RoadBarnstable (Centerville) Mass.1 1 LEGEND: LocusFLOOD ZONE:OVERLAY DISTRICT:ASSESSORS REF.:REFERENCES:DIRECTIONS:ZONE:LOCATION MAPCenterville RiverCenterville RiverCraigvilleBeachRoadBUFFER ZONE CALCULATIONS:SEPTIC VARIANCES REQURIED 2 5 7 9 10 7" STEP GOSHEN STONE, TYP. NEW BATHROOM ADDITION & RENOVATION5'-10 1/2"SCOPE OF PHASE 3 WORK REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: LDa Architecture & Interiors, LLP 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/8" = 1'-0" 05/09/2022 SJ TL SITE PLAN - PHASE 3 1187 CRAIGVILLE BEACH RDCENTERVILLE MA 02632BERMAN-NEWBURG RESIDENCEFIRST FLOOR BATHROOM ADDITION/RENOVATION - PERMIT/HISTORIC COMMISSION SUBMISSION A100P30072.00SCALE: 1/8" = 1'-0"1 ARCHITECTURAL SITE PLAN -PHASE 3 UP REUSE EXISTING DOOR REMOVE & SAVED FOR THE FUTURE NEW GARAGE DOOR RELOCATE TOILET RELOCATE VENT PROVIDE NEW CUSTOM WINDOW TO EXISTING WINDOW EXISTING WALLS TO REMAIN EXISTING TO REMAIN DEMOLITION KEY EXISTING WALLS TO BE REMOVED 1. TAKE CARE TO PROTECT AREAS OUTSIDE THE SCOPE OF WORK FROM DAMAGE OR CONTAMINATION BY CONSTRUCTION DUST & DEBRIS. 2. SALVAGE EXISTING DOORS FOR RE-USE. GENERAL DEMOLITION NOTES REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: LDa Architecture & Interiors, LLP 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 05/09/2022 SJ TL FIRST FLOOR DEMOLITION PLAN1187 CRAIGVILLE BEACH RDCENTERVILLE MA 02632BERMAN-NEWBURG RESIDENCEFIRST FLOOR BATHROOM ADDITION/RENOVATION - PERMIT/HISTORIC COMMISSION SUBMISSION D250P30072.00SCALE: 3/8" = 1'-0"1 FIRST FLOOR DEMOLITION PLAN UP 3 6 7 9 5W/DREUSE EXISTING DOOR STACKABLE WASHER/DRYER NEW STUCCO WALL -TO MATCH EXISTING STUCCO NEW WOOD CASEMENT WINDOW: 19 1/2"W x 39 1/2"H INFILL NEW WALL CRIB ALCOVE POWDER 103 GUEST BATH 108 GUEST BED ROOM 102 NEW WALKWAY & RAILING EXTENSION FROM EXISTING DECK 221 NEW INTERIOR WALL LAUNDRY 104 NEW VANITY 2'X2' NEW CLOSET SHELF RELOCATE TOILET NEW VANITY 2'X2'-6" NEW TOILET NEW INTERIOR WALL CL5'-2 1/2"8"4'-2 1/2"3'-4 1/2"118 NEW MEDICINE CABINETCLEQEQ 3'-11 1/4"6 1/2"3'-1 1/4"3'-0 1/4"11"7'-5" PROVIDE NEW CUSTOM WINDOW 18"W X 38"H EXISTING WINDOW CLEQEQ2'-11 1/2" A2302 NEW DOOR 2'-6" REMOVE & SAVE FOR FUTURE NEW GARAGE DOOR W/ 2-2X8 DOOR HEADER NEW SLIDE POCKETING CABINET 1 1/2" THK DOORS WITH FIVE PANELS TO MATCH EXISTING STORAGE DOORS 2'-6 3/4"2'-7 1/2"2'-6" NEW CUPPER DOWNSPOUT 7" STEP DOWN -NEW GOSHEN STONE FLOOR, V.I.F. THE EXISTING LEVEL 0"4'-9 3/4"1.1 A230 2 A231 NEW POWDER RM VENT NEW DRYER VENT EXISTING EXTERIOR WALL: DEMO 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW EXISTING AND PROPOSED DIMENSIONS AND ALIGNMENTS AND CONFIRM LOCATIONS AND ALIGNMENTS SHOWN CAN BE ACHIEVED. DISCREPANCIES BETWEEN PROPOSED ALIGNMENTS AND LOCATIONS AND EXISTING CONDITIONS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION OF THE WORK. 2. AS-BUILT DIMENSIONS AND EXISTING CONDITIONS MUST BE FIELD VERIFIED PRIOR TO FABRICATION OF CASEWORK, FIXTURES, FURNISHINGS AND EQUIPMENT TO CONFIRM FIT AND LOCATIONS AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT. DISCREPANCIES MUST BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO ORDERING OR FABRICATING. 3. GRID AND GRID DIMENSIONS ARE TO FACE OF FOUNDATION, EXTERIOR FACE OF FRAMING OR AS NOTED. 4. EXTERIOR DIMENSIONS ARE TO FACE OF FRAMING AND CENTERLINE OF OPENINGS OR AS NOTED. 5. INTERIOR DIMENSIONS ARE TO FINISH FACE OF WALL BOARD FINISH, FINISH EDGE, FINISH OPENING, CENTERLINE OF OPENING AND CENTERLINE OF FIXTURES OR AS NOTED. 6. PROVIDE ROUGH OPENINGS PER WINDOW AND DOOR MANUFACTURER RECOMMENDATIONS UNLESS NOTED OR DETAILED OTHERWISE. 7. SEE ROOF PLAN FOR ROOF INFORMATION. 8. SEE WINDOW SCHEDULE FOR WINDOW INFORMATION. GENERAL FLOOR PLAN NOTESWALL KEY EXISTING TO NEW INTERIOR NEW INSULATED INTERIOR FURRING NEW CONCRETE FOUNDATION NEW EXTERIOR 3 7 5 1 A230 NEW COPPER FLASHING SHOWN DASHED 5:12 COPPER ROOF ICE & WATER MEMBRANE COPPER GUTTER & DOWNSPOUT 1.1 A230 2 A231 REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: LDa Architecture & Interiors, LLP 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 05/09/2022 SJ TL PROPOSED FIRST FLOOR & ROOF PLAN 1187 CRAIGVILLE BEACH RDCENTERVILLE MA 02632BERMAN-NEWBURG RESIDENCEFIRST FLOOR BATHROOM ADDITION/RENOVATION - PERMIT/HISTORIC COMMISSION SUBMISSION A101P30072.00SCALE: 3/8" = 1'-0"1 PROPOSED FIRST FLOOR SCALE: 3/8" = 1'-0"2 ROOF PLAN - PHASE 3 2X8 @ 16" O.C. OR 2X10 @ 16" O.C. T.O. EXISTING FINISH FLOOR - FIRST FLOOR EL: 0'-0" T.O. EXISTING FINISH FLOOR - SECOND FLOOR EL: 7'-6 1/2" ROOF EL: 25'-0 1/4" 6791 A230 NEW STUCCO WALL TO MATCH EXISTING WALL NEW RAILING AT EXISTING DECK CLEAR FINISH FIR POST, TYP. CABLE RAILING SYSTEM, TYP. NEW WOOD WINDOW: 19 1/2"W X 39 1/2"H NEW COPPER ROOF NEW POWDER ROOM VENT: 7"X7" NEW DRYER VENT:7"X7" NEW CUPPER GUTTER & DOWNSPOUT FOUNDATION WALL & FOOTING, TYP. 7" STEP DOWN -GOSHEN STONE, TYP. V.I.F. EXISTING LEVEL NEW DOOR FOR UNDER-DECK ACCESS TO METER 1.1 A230 1'-7 1/2"3'-3 1/2"+/- 5'-9 1/2"679 1944 ADDITION1923 PLAYHOUSE REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: LDa Architecture & Interiors, LLP 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/4" = 1'-0" 05/09/2022 SJ TL PROPOSED ELEVATIONS 1187 CRAIGVILLE BEACH RDCENTERVILLE MA 02632BERMAN-NEWBURG RESIDENCEFIRST FLOOR BATHROOM ADDITION/RENOVATION -PERMIT SET A220P30072.00SCALE: 1/4" = 1'-0"1 PROPOSED EAST ELEVATION SCALE:2 PERSPECTIVE NEW COPPER ROOF NEW WOOD WINDOW NEW STUCCO WALL NEW CUPPER GUTTER & DOWNSPOUT SCALE: 1/4" = 1'-0"3 EXISTING EAST ELEVATION NEW INFILL & ROOF AT EXISTING BATH NEW WALKWAY & RAILING EXTENSION FROM EXISTING DECK NEW WINDOW 1944 ADDITION1923 PLAYHOUSE PROPOSED & APPROVED EAST ELEVATION (4.17.2018)4 SCALE: 1/8" = 1'-0" T.O. EXISTING FINISH FLOOR - FIRST FLOOR EL: 0'-0" T.O. EXISTING FINISH FLOOR - SECOND FLOOR EL: 7'-6 1/2" BASEMENT EL: -7'-7" LEVEL 3 EL: 15'-7" 3 NEW ROOF CONSTRUCTION NEW COPPER ROOF ICE & WATER MEMBRANE 30# FELT 5/8" THICK PLYWOOD SHEATHING WOOD ROOF FRAMING PER STRUCTURAL FULL DEPTH HIGH DENSITY SPRAY FOAM INSULATION (R-49 MIN.) NEW EXTERIOR WALL CONSTRUCTION NEW STUCCO MESH 1/2" CEMENT BOARD DRAIN SCREEN WATERPROOFING MEMBRANE 1/2" PLYWOOD SHEATHING 2x WALL FRAMING PER STRUCTURAL FULL DEPTH HIGH DENSITY SPRAY FOAM INSULATION (R-20 MIN.) GWB -PAINTED STUCCO WATER TABLE TO MATCH EXISTING NEW BATH FLOOR CONSTRUCTION FLOOR FINISH PER FLOOR PLAN 3/4" T&G PLYWOOD SUBFLOOR PER STRUCTURAL WOOD FLOOR FRAMING PER STRUCTURAL GUEST BATH 108 12 5 NEW MEDICINE CABINET NEW CUPPER FLASHING 7" STEP DOWN -GOSHEN STONE, TYP. V.I.F. EXISTING LEVEL CONTINUOUS 2X CLEAT NAILED TO EXISTING ROOF 5/8" EXTERIOR PLYWOOD ROOF SHEATHING 2X8 OR 2X10 @16" O.C. 3-2X6 WINDOW HEADER 2X10 @16" O.C. 2-#4 TOP CONT. 8" 2X6 PT SILL W/ 1/2" DIA ANCHOR BOLTS @32" O.C.0'-10"1'-8" 2-#4 BOTTOM CONT. POURED CONC. FOUNDATION WALL. SEE STRUCTURAL DWGS DRAINAGE MAT WITH FILTER FABRIC & DAMPPROOFING BELOW GRADE, TYP. AT NEW FOUNDATION WALL CONSTRUCTION SLOPED CANT REINF. CONC. FOOTING -PER STRUCTURAL 6" DIA. PERFORATED PVC PIPE, DRAIN TO DAYLIGHT OR STORMWATER MANAGEMENT SYSTEM CAPILLARY BREAK, TYP. UNDISTURBED SOIL DRAINAGE FILL FILTER FABRICFROST LINEMIN. 4'-0"TOP OF WINDOW+/- 5'-9 1/2"SILL HT+/- 2'-6"GUEST BED ROOM 102 CRIB ALCOVE SLIDE POCKETING CABINET 1 1/2" THK DOORS W/ FIVE PANELS MATCHED TO EXISTING DOOR 4'-9 5/16"6'-6"T.O. EXISTING FINISH FLOOR - FIRST FLOOR EL: 0'-0" T.O. EXISTING FINISH FLOOR - SECOND FLOOR EL: 7'-6 1/2" BASEMENT EL: -7'-7" LEVEL 3 EL: 15'-7" 3 NEW ROOF CONSTRUCTION NEW COPPER ROOF ICE & WATER MEMBRANE 30# FELT 5/8" THICK PLYWOOD SHEATHING WOOD ROOF FRAMING PER STRUCTURAL FULL DEPTH HIGH DENSITY SPRAY FOAM INSULATION (R-49 MIN.) NEW EXTERIOR WALL CONSTRUCTION NEW STUCCO MESH 1/2" CEMENT BOARD DRAIN SCREEN WATERPROOFING MEMBRANE 1/2" PLYWOOD SHEATHING 2x WALL FRAMING PER STRUCTURAL FULL DEPTH HIGH DENSITY SPRAY FOAM INSULATION (R-20 MIN.) GWB -PAINTED STUCCO WATER TABLE TO MATCH EXISTING NEW BATH FLOOR CONSTRUCTION FLOOR FINISH PER FLOOR PLAN 3/4" T&G PLYWOOD SUBFLOOR PER STRUCTURAL WOOD FLOOR FRAMING PER STRUCTURAL GUEST BATH 108 12 5 NEW MEDICINE CABINET NEW CUPPER FLASHING 7" STEP DOWN -GOSHEN STONE, TYP. V.I.F. EXISTING LEVEL CONTINUOUS 2X CLEAT NAILED TO EXISTING ROOF 5/8" EXTERIOR PLYWOOD ROOF SHEATHING 2X8 OR 2X10 @16" O.C. 3-2X6 WINDOW HEADER 2X10 @16" O.C. CONT. REINFORCED BOND BEAM @2-#4 TOP 8" CMU 2X6 PT SILL W/ 1/2" DIA ANCHOR BOLTS @32" O.C.0'-10"1'-8" 2-#4 BOTTOM CONT. CMU FOUNDATION WALL. SEE STRUCTURAL DWGS DRAINAGE MAT WITH FILTER FABRIC & DAMPPROOFING BELOW GRADE, TYP. AT NEW FOUNDATION WALL CONSTRUCTION SLOPED CANT REINF. CONC. FOOTING -PER STRUCTURAL 6" DIA. PERFORATED PVC PIPE, DRAIN TO DAYLIGHT OR STORMWATER MANAGEMENT SYSTEM CAPILLARY BREAK, TYP. UNDISTURBED SOIL DRAINAGE FILL FILTER FABRIC #4 @16" O.C. W/ DOWELS FROM FOOTING TO MATCH GROUT AT CELL SOLID 9 GA WIRE LADDERS @16" O.C. S300 1 S300 2 S300 3 FROST LINEMIN. 4'-0"TOP OF WINDOW+/- 5'-9 1/2"SILL HT+/- 2'-6"REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: LDa Architecture & Interiors, LLP 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/2" = 1'-0" 05/09/2022 SJ TL SECTION @ GUEST BATH1187 CRAIGVILLE BEACH RDCENTERVILLE MA 02632BERMAN-NEWBURG RESIDENCEFIRST FLOOR BATHROOM ADDITION/RENOVATION - PERMIT/HISTORIC COMMISSION SUBMISSION A230P30072.00SCALE: 1/2" = 1'-0"1 WALL SECTION @ GUEST BATH SCALE: 1/2" = 1'-0"2 INTERIOR ELEVATION @ CRIB ALCOVE SCALE: 1/2" = 1'-0"1.1 WALL SECTION @ GUEST BATH ALT-CMU 3 7 5 R1 CL SCR1R1 R1 XF 6'-9 7/8" 8'-9 3/16"6'-10 1/2"6'-10 1/2" R1 R1 SC R1 R1 R1 0'-7 7/8" 6'-9 7/8" R1 1. COORDINATE WITH FRAMING AND ADJUST FRAMING & ADD FRAMING MEMBERS AS NECESSARY TO ACCOMMODATE LIGHT FIXTURES AND DEVICES IN THE POSITIONS SHOWN. DO NOT EXCEED FRAMING SPACING SHOWN ON FRAMING PLANS. 2. LIGHT FIXTURES ARE TO BE CENTERED IN ROOMS UNLESS DIMENSIONED OTHERWISE. 3. TRANSFORMER LOCATIONS ARE FOR REFERENCE AND DO NOT INDICATE ACTUAL PROPOSED LOCATIONS. FINAL TRANSFORMER LOCATIONS ARE TO BE APPROVED BY THE ARCHITECT. 4. PROVIDE INTERIOR AND EXTERIOR POWER OUTLETS QUANTITY, TYPE AND LOCATION AS REQUIRED BY THE APPLICABLE ELECTRICAL CODE AND AS APPROVED BY THE ARCHITECT. 5. DEVICES SHOWN IN THE SAME LOCATION ARE TO BE ALIGNED ON A VERTICAL CENTERLINE. 6. CENTER OUTLETS AS INDICATED ON PLANS, CONFIRM WITH ARCHITECT IF LOCATION IS UNCLEAR. 7. OUTLETS ARE TO BE MOUNTED @ 16" A.F.F. TO CENTERLINE UNLESS NOTED OTHERWISE. AT COUNTERTOPS OUTLETS ARE TO BE MOUNTED AT 48" A.F.F. UNLESS NOTED OTHERWISE. 8. SWITCHES ARE TO BE MOUNTED @ 48" A.F.F. TO CENTERLINE UNLESS NOTED OTHERWISE. 9. PROVIDE 24" WHIP AT WALL MOUNTED SCONCE LOCATIONS FOR FIELD POSITIONING. 10. PROVIDE 36" WHIP AT FLOOR OUTLETS FOR FIELD POSITIONING. 11. VERIFY REQUIREMENTS FOR APPLIANCE OUTLETS. 12. PROVIDE CO AND SMOKE DETECTORS PER CODE. GENERAL ELECTRICAL NOTESELECTRICAL KEY R1 SC SURFACE MOUNTED SCONCE, SEE SPECIFICATIONS SF SURFACE MOUNTED LIGHT, SEE SPECIFICATIONS LIGHT FIXTURE SWITCH DUPLEX OUTLET QUAD OUTLET4 SD SMOKE/CO DETECTOR STRUCTURED CABLE DESTINATION PENDANT LIGHT, SEE SPECIFICATIONSP SURFACE MOUNTED LIGHT, SEE SPECIFICATIONS EXHAUST FAN UNDERCABINET LIGHT, SEE SPECIFICATIONSUC XF R2 LOW VOLTAGE LED RECESSED DOWNLIGHT, SEE SPECIFICATIONS 3-WAY LIGHT FIXTURE SWITCH3 DIMMER LIGHT FIXTURE SWITCHD WET PROTECTED DUPLEX OUTLETWP GROUND FAULT CIRCUIT DUPLEX OUTLETGFCI HD HEAT DETECTOR LOW VOLTAGE WET LOCATION RECESSED DOWNLIGHT, SEE SPECIFICATIONS FLOOR DUPLEX OUTLET SM LOW VOLTAGE LED WALL WASHER, SEE SPECIFICATIONSWW F U UTILITY LIGHT, SEE SPECIFICATIONS FLOOD LIGHT FL PLUG MOULDP CIRCUIT WIRING REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: LDa Architecture & Interiors, LLP 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 05/09/2022 SJ TL REFLECTED CEILING PLAN1187 CRAIGVILLE BEACH RDCENTERVILLE MA 02632BERMAN-NEWBURG RESIDENCEFIRST FLOOR BATHROOM ADDITION/RENOVATION - PERMIT/HISTORIC COMMISSION SUBMISSION A240P30072.00SCALE: 1/2" = 1'-0"1 1-LEVEL 1 - PHASE 3 T.O. EXISTING FINISH FLOOR - SECOND FLOOR EL: 7'-6 1/2" NEW ROOF CONSTRUCTION NEW COPPER ROOF ICE & WATER MEMBRANE 30# FELT 5/8" THICK PLYWOOD SHEATHING WOOD ROOF FRAMING PER STRUCTURAL FULL DEPTH HIGH DENSITY SPRAY FOAM INSULATION (R-49 MIN.) NEW EXTERIOR WALL CONSTRUCTION NEW STUCCO MESH 1/2" CEMENT BOARD DRAIN SCREEN WATERPROOFING MEMBRANE 1/2" PLYWOOD SHEATHING 2x WALL FRAMING PER STRUCTURAL FULL DEPTH HIGH DENSITY SPRAY FOAM INSULATION (R-20 MIN.) GWB -PAINTED NEW COPPER FLASHING 2X8 OR 2X10 @16" O.C. 3-2X6 WINDOW HEADER 5/8" EXTERIOR PLYWOOD ROOF SHEATHING 5/8" GWB. PTD. T.O. EXISTING FINISH FLOOR - FIRST FLOOR EL: 0'-0" STUCCO WATER TABLE TO MATCH EXISTING 7" STEP DOWN -GOSHEN STONE, TYP. V.I.F. EXISTING LEVEL 2X6 PT SILL W/ 1/2" DIA ANCHOR BOLTS @32" O.C. 2X10 @16" O.C. CONT. REINFORCED BOND BEAM @2-#4 TOP NEW BATH FLOOR CONSTRUCTION FLOOR FINISH PER FLOOR PLAN 3/4" T&G PLYWOOD SUBFLOOR PER STRUCTURAL WOOD FLOOR FRAMING PER STRUCTURAL BASEMENT EL: -7'-7"0'-10"8" CMU 2-#4 BOTTOM CONT. DRAINAGE MAT WITH FILTER FABRIC & DAMPPROOFING BELOW GRADE, TYP. AT NEW FOUNDATION WALL CONSTRUCTION SLOPED CANT REINF. CONC. FOOTING -PER STRUCTURAL 6" DIA. PERFORATED PVC PIPE, DRAIN TO DAYLIGHT OR STORMWATER MANAGEMENT SYSTEM CAPILLARY BREAK, TYP. DRAINAGE FILL FILTER FABRIC #4 @16" O.C. W/ DOWELS FROM FOOTING TO MATCH GROUT ALL CELLS SOLID & PROVIDE 9 GA WIRE LADDERS @16" O.C. 1'-8" UNDISTURBED SOIL CENTRAL REBAR ALT HOOK REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: LDa Architecture & Interiors, LLP 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1 1/2" = 1'-0" 05/09/2022 SJ TL TYPICAL STRUCTURAL DETAILS1187 CRAIGVILLE BEACH RDCENTERVILLE MA 02632BERMAN-NEWBURG RESIDENCEFIRST FLOOR BATHROOM ADDITION/RENOVATION - PERMIT/HISTORIC COMMISSION SUBMISSION S300P30072.00SCALE: 1 1/2" = 1'-0"1 WALL SECTION @ EAVE SCALE: 1 1/2" = 1'-0"2 WALL SECTION @ LEVEL 1 FLOOR SCALE: 1 1/2" = 1'-0"3 WALL SECTION @ FOUNDATION FOOTING 3 7 5 A2302 1.1 A230 NEW COPPER FLASHING SHOWN DASHED 5:12 COPPER ROOF ICE & WATER MEMBRANE COPPER GUTTER & DOWNSPOUT 2X8 @ 16" O.C. OR 2X10 @ 16" O.C. 2"X8" OR 2"X10" ROOF RAFTER TAILS @ 16" O.C., TYP. SHOWN DASHED FOR CLARITY. CONTINUOUS 2X CLEAT NAILED TO EXISTING ROOF REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: LDa Architecture & Interiors, LLP 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/2" = 1'-0" 05/09/2022 SJ TL ROOF FRAMING PLAN 1187 CRAIGVILLE BEACH RDCENTERVILLE MA 02632BERMAN-NEWBURG RESIDENCEFIRST FLOOR BATHROOM ADDITION/RENOVATION - PERMIT/HISTORIC COMMISSION SUBMISSION S301P30072.00SCALE: 1/2" = 1'-0"1 ROOF FRAMING PLAN 24 WOLF TREE DRIVE WOODBRIDGE, CT 06525 186052 LEONI, RAY D TR RAY D LEONI NOM TRUST Property ID: PLAINFIELD, NH 03781 206030 NOELLE, RANDOLPH J & BARBARA G 301 FREEMAN ROAD Property ID: 93 BIRCH HILL ROAD BELMONT, MA 02178 206033 TELLIER, EDWARD A & DOMOS, CANDACE EA TELLIER REALTY TRUST I Property ID: NEEDHAM, MA 02192 206034 BERGERON, JAY & CROWLEY, JOANNE L 337 GREAT PLAIN AVE Property ID: MARLBOROUGH, MA 01752 206037 MCCABE, DAVID J & KATHERINE G 11 JACKSON CIRCLE Property ID: MARLBOROUGH, MA 01752 206038 MCCABE, DAVID J & KATHERINE G 11 JACKSON CIRCLE Property ID: 73 BROOK STREET WELLESLEY, MA 02482 206039 CANAVAN, MARY HILL & M CHRISTOPHER JR MARY HILL CANAVAN TRUS Property ID: 73 BROOK STREET WELLESLEY, MA 02482 206040 CANAVAN, MARY HILL & M CHRISTOPHER JR MARY HILL CANAVAN TRUST Property ID: 650 CHARLES VAN DAMME WAY SONOMA, CA 95476 206041 GUILLET, EDWARD E & MARGARET A TRS EDWARD E GUILLET REV TRUST Property ID: BRIARCLIFF MANOR, NY 10510 206042 FRANKS, THOMAS M & BELL, BETH A 39 HORSECHESTNUT ROAD Property ID: 194 GROVE STREET WELLESLEY, MA 02482 206043 HEALY, GERALD B & ANNE H TRS ANNE H HEALY REV TRUST Property ID: KINGSTON, MA 02364 206044 TONSBERG, ROBERTA J 144 COUNTRY CLUB WAY Property ID: 650 CHARLES VAN DAMME WAY SONOMA, CA 95476 206045 GUILLET, EDWARD E TR EDWARD E GUILLET REV TRUST Property ID: WALPOLE, MA 02081 206049 KENNEDY, DOUGLAS & NICOLE 96 MILLBROOK AVE Property ID: 35 BERWICK ROAD NEWTON CENTRE, MA 02459 206050 NEWBERG, JENNIFER L TR 1187 CBR REALTY TRUST Property ID: 200 MAIN STREET HYANNIS, MA 02601 206051 BARNSTABLE, TOWN OF (CON) CONSERVATION COMMISSION Property ID: 200 MAIN STREET HYANNIS, MA 02601 206052 BARNSTABLE, TOWN OF (CON) CONSERVATION COMMISSION Property ID: CHESTNUT HILL, MA 02467 206053 LEBOW, BERNARD & GUILFOILE, BARBARA J 40 ALGONQUIN ROAD Property ID: 1211 CRAIGVILLE BEACH ROAD CENTERVILLE, MA 02632 206054 THAMM, CHRISTINE E & CONRAD A TRS CHRISTINE THAMM LIVING TRUST Property ID: 7 BROWNS ROAD GRAFTON, MA 01519 206056001 PADULA, JAMES W TR LADD ROAD REALTY TRUST Property ID: GRAFTON, MA 01519 206056002 AIRLIE REALTY INC 7 BROWN ROAD Property ID: 7 BROWNS RD GRAFTON, MA 01519 206057 PADULA, JAMES TR LADD ROAD REALTY TRUST Property ID: HAVERFORD, PA 19041-1908 206065 CICCOTTI, MICHAEL G & PATRICIA A 207 LAUREL LANE Property ID: CENTERVILLE, MA 02632 206066 KOURI, JOSHUA & ALEXIS HRYNKO 45 HORNBEAM LANE Property ID: ACTON, MA 01720 206070 WOODRING, STUART D & HEATHER D 31 STONEYMEAD WAY Property ID: LAWRENCE, KS 66049 206071 WELLS, KIM B & BONNIE K 208 RUNNING RIDGE ROAD Property ID: PO BOX 922 CENTERVILLE, MA 02632 206085001 BALSAMO, ANTHONY J & MARY E TRS 1204 CRAIGVILLE BEACH ROAD REALTY Property ID: PO BOX 922 CENTERVILLE, MA 02632 206085002 BALSAMO, MARY E TR C/O MURPHY & MURPHY Property ID: PO BOX 1678 NAPLES, FL 34106 206085003 BALSAMO, ANTHONY J & MARY E TRS 1220 CRAIGVILLE BEACH REALTY TRUST Property ID: CENTERVILLE, MA 02632 206087 BALSAMO, ANTHONY J & MARY E PO BOX 922 Property ID: BOXFORD, MA 01921 206088 132 BAY SHORE ROAD LLC 17 PYE BROOK LANE Property ID: WEST BARNSTABLE, MA 02668 206089 BARNSTABLE LAND TRUST INC 1540 MAIN STREET Property ID: 32 WILD GROVE LANE LONGMEADOW, MA 01106 206095 AGNOLI, DONALD G & MARGARET TRS DONALD G & MARGARET S AGNOLI REV Property ID: CENTERVILLE, MA 02632 206097 LASHGARI, VIDA 11 SHORT BEACH ROAD Property ID: SHREWSBURY, MA 01545 206103 SHORT BEACH REALTY, LLC P O BOX 639 Property ID: 198 LANCASTER ROAD NORTH ANDOVER, MA 01845 206105 PINHO, JAMES F & KERRI J TRS CKB REALTY TRUST Property ID: CENTERVILLE, MA 02632 206123 FITZGERALD, MICHAEL T & BETSEY B PO BOX 305 Property ID: SHREWSBURY, MA 01545 206124 SHORT BEACH REALTY, LLC P O BOX 639 Property ID: ASSESSORS REF: CI'af u 29a, .. OVERLAYDISTRICT:Aa -F Ahuffer footecMal ttu4ke e_ '{ FLOOD ZONE: - Zones � VkR 13' A AE OCR 12' Mo oi'osei i No y 10, 2014 REFERENCES: LOCATION MAP ¢ (r•-zant9 Dead foust "39112 ZONE: Men lf� se/46 aobwie thhoo orddd Centerville River Pier ="9' Ask Na. offer 602 P. 49 Am i xi r Fruitage rmai Setkahan Front 20' Shia 15 hour 14' DIRECTIONS: Flern�ta er.mTilde Smolder Yakthreat to Meese o Use Bdi ess wro.h lux"d 11167 Cautious on the left. If the Via he looked ours W kont Rod ask around Me gaus. SEPTIC VAR NCES REOUR1ED .,io a6 16221- shooks sdt Yash < � \ 25 Five Refused to seam Tw,e °N lotion? r FUM , Esta N..a Ds• ye e,ro) � 9 "�A" Is, .,,,Yee to- Provoke to A9 -�m.(T' voa,rol y, So Ftan ;'iwiY ''" r , . . " sWAs NV Austell le .Yn IV Release) WV eMw M'6WVµT sY�x / / + �� a.. .f samMaMe Chapter soil skowi 2 - sd.ed: Re9,.".ro�e r "` of REw w«N102 ace n J�°PA � / / \. \\ \ 100' Requali to Otashal Mike s i _ \ ' Y" to- looked to Suits: Took (W Resume) Sat marstIN /IV Proudest he Admoo?" A ( ' )IW FkAkeef to SS9Reee . . 'f IV thawed le Alk /I �< s e- Ro`0E 0Y�0 mer _ y BUFFER ZONE CALCULATIONS: I ` \ \\\\ q BwtlIM9 �<n—� iso ., .,4,,. '� \ n PN'^ro edft"Rxu9aaw*_ I <. \\/\ ; , zz' , 6.> Wrl � s Y \ \ '" "%AzIe a- \ m rQ �ed O�P-tst - s1 t.4 \ \ \ X v`� L _Px' 1 ,. l O •/ ` I \ \ 4 AHt x "max .266 Mil Roussel e2Ny NORam IF +60 sr L. ff? ED Reacted � «onloo ed Mwear� r' %sMake wM © y� I 1 said IF +4W IF Yf looks Mottled IF 292 a X 4 = 1,624 ST1 — uttM.1/m vroWaee = 1.690 sr ` . sRP9N6 5ra'E Y. . HAW M AIL \ \t Yn lis. P� E��'jone . . i rVTR9 \ • , w _ _ _ _ colo N — — _ . . FEt� i 6j14 ,IE ,r. \\ n,\ — — zr AILEffectW 7/1y du. \\ \Q t� _ Ak \ . il. AE \ i'+ro- zatr-�4 W 0, Q\ . �` 1 x016 0 \ z � iR4t+ � AIL C) YL sat Youth a o Ishad.dANa114. o Cx 4. \b LEGEND: Centerville River rl Add Will at dyolt heat. ce UMlt Pldt(9 y M401: 4 30 19 2Qr�E WT Tear Tm RENSION. Add K"yvk Rock, Atl' et Tem9ce, Atltl Ofirew" Sreles OJ B L RT Novy Toro NOIES: PREPARED FOR: PREPARED Bla RRE: Site Plan eOT0«howaslo.e Jennifer L. Newberg Tr. � CTadfwa„ free l " shook ease a6ew.e Yay 1187 CBR Realty Trust � Engineering & Proposed Improvements � e¢, limey Pda R conventional srs0�>."a6°aro�ea .. .6. waa. 35 Berwick Road SUM At o �i — Boom 2) «malka sho" h°rero ro, ul� all Consulting, Ina 0a, led Most aro9aa» «Chad „famathaNewton, MA 02459 � Masterly a, of 1187 Crai ville Beach Road : t.ig",t Pas ' s, McMex"ro used NAM 9M e.,ea o, ro RIR „Y,M� em . w. 9 LY/aN Teach H µ Moulded y A9affed eaoefd ReseaM e: 20 0 toM Ordlf: CBt veld: CTR/NNK Barnstab/ (Centerville) Mass. Centerville N ReWew: CIR/J00 Comp.: CTR OATS SCALE —25— Bew�Y. 0«eaa Project Hr00or Project / BenR9n February 12, 2018 1 "=20'