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HomeMy WebLinkAboutDecision 4793LOCUS MAP 1 01,508-362-4541 SCALE 1"=2000'± fox 508-362-9880 ASSESSORS MAP 51 PARCEL 92 d0WJ7 cede engineering, MC. NOTE: LOCUS IN EEMA FLOOD ZONE AE (EL12), AE (EL 11) & X ? OWNER OF RECORD �Hv YARMOUD PORT MA 02575 DOR P. DIAu10 ELEANOR D. ACHESON y4 AUT EDITH'S ROAD 297 OLD MAIN STREET MA�51 PCL 93 SOUTH YARMOUTH. MA 02664 —`�xJDD 25561 PG 318 —� CB/OH END REFERENCES D DEED BOOK 26719 PAGE 46 PLAN BOOK 223 PAGE 51 PLAN BOOK 131 SIR PPG C 14 PLAN BOOK 98 141 r NOTES W. 1. DATUM IS NAWBBROSAMO WESTMORELAND, TR. 2. THIS PLAN IS ONLY AND NOT 1D 2AUNTEDWS /j12 AUNT BOAC LFOROT ONE STAKING G OR BE USED FOR LOT ONE SiPKING Wt ANY OTHER 1 PCS MAP 51 PCL 94 T PURPosE. DB 24824 PG 101 PB 184 PG 131 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-880-344-7233) AND WRIFYING THE f, LOCATION OF ALL UNDERGROUND & OMERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WVRK. 0. EXIST SEPTIC LOCATION PER SIE—GRD ON FILE NM TOM, 5. FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS F� S \qJ �F \ II I � I I I I I I I I II I I I la l I /-� W LOCUS '] Y1JJJ��L 1 #170 PLEASANT STREET BO*T UPLAND = 49,891± SF WETLAND'=.6,941± SF w TOTAL - 56,832± SF 51 MAP 51 PCL 92 b( r p I I CB/DH END �p 17 y E I I m DAVID C. ACTI LIFE LL g162A PLEASA STREET _ — MAP 51 -KL 89 i DB 4929 PG//TBI I In Z I EI SEE TITLE 5 °i III SITE PLAN n DATED MAY. 2, 2012 pN -' DFIAO W �Pyyeo BUILDING PORTIONS o 1 1 ENOVATE t ) I/ EXISTING o STORAGE a A/ TSI ID ', BUILDING CB/DH TUI IT OSIINC FAXG� �- TO BEElSEA ON NEW LA�OAT1 � SI -AB 12.1 � ,.. �.. ..... — �3 r/ \I \I /� '•/ � . Thi S� DOL FOR 1 '\„ oAr.� oT°A 0 E AE EL 11 p — — OJAL. Z*� U ,,,A ZONE AE El 12� a noeso A� s C L x� No as�z2k y; �FA x GATE DANIEL A. OJALA, P .. P S. PLAN OF LAND D N �)TOP C r n I 3 / IDA C, gCRESCN LIFE ESTATE-�c-1-/,—T Rt6 MASISPCL 9072 �'F/ V --- X\) r77 CO 100 OFF (dP GD 9MIK /f 100' 0f RIVER Ti / \/I INE APE EEE112) coI ru erNu r SOUTH YARMOUTH, MA pvT"'NG��xLALL � /_� 1��✓) T WNL #170 PLEASANT STREET PREPARED FOR X12) S SET w ZONE CE tr A Ka f, %® P`1 A r%L 1= Q f' %R{ J 1 E— lEL 13 F sALT MARSH w/ / DATE: JANUARY 31, 2019 Scale: 1"=20* 0 10 20 30 40 50 FEET nc µt2-2zs 4793 DE RwxR MHA ZONE END r' /`' 1 01,508-362-4541 fox 508-362-9880 III downcape.com B d0WJ7 cede engineering, MC. civil engineers land surveyors _ 939 Main Street ( Rte 6A) YARMOUD PORT MA 02575 d -- -i �i3�y r' '�m JI 3i�� ' -.1^ m�^n8o ��q 03�_ d PLOT PLAN l MARK S. ANSCHUTZ, TO. ALL FINISHES SHALL COMPLY WITHIN THE LIMITS FOR FIRE PB 184 PG 131 I, '1° - $162 PLEASANT STREET L GUARANTEE ALL MATERIALS AND WORKMANSHIP FROM THE DATE OF THE BYLAW, SUBJECT TO THE FOLLOWING CONDITIONS AND MAP 51 PCL 88 DAVID C. ACHESON LIFE OB 21983 PG 2�T L_ ESTATE A-00200 PERSPECTIVE RENDERwcS AND PHOTOS CSFSTORAGE ` I g162A PLEASANT STREET 916 GEFJ1E 20 MAP 51 PCL 89 LOOSED ON NON -CONFORMING LOS, MAY BE ALTERED, 13, THE CONTRACTOR STALL INDEMNITY AND HOLD HARMLESS THE OWNER AND THE 4 DB 4929 PG 151' ];) -� EACH CONTRACTOR SHALL PERFORM ALL REQUIRED CUTTING )WEwNc (NO woRk) CODES THE INTEGRITY OF EXISTING RATED PARTITIONS AND THE FIRE 5TA: G• i•T ESTATE PRIVATE WAY - SEE PB / PLEASANT STREET 98 PG 141 .MAP 51 PCL 91 DB 4929 PG 151 wwLINE .....................e..........e. :3]5600'E ��JF W 3 LOCUS Hca r 'I N 8170 PLEASANT STREET ©RGA (n 1 rn AS _- UPLAND 49,891± OF PRE -EXT TING h V' 3 e WETLAND = 6,9413 SF NON- NFORMING TOTAL - 56,832± SF ACC SEES STRUCTURE AAAL AP/AX Q y ----- -- ------ - MAP 51 PCL 92 (S ZONING NOTE Qa DEMO EXISTING BUILDING 1 _ - ��� X, - -- _ PORTIONS, TYPICAL --DRIVEDV TO STREET -�� J m ry ,- d a ......... :3:.31:3 W 0 187.63 MM eeeeeeeeeeee N ..o DOROTHY P. SAUTEED e 4? #4 AUNT EDITH'S ROAD O� MAP 51 PCL 93 °0TH DB 25561 PG 318 EXISTING °O ,1 EXISTING ROSAMOW. Q 1 WESTMORELAND, D, TR. q12 AUNT EDITH'S ROAD J' / MAP 51 PCL 94 DB 24824 PG 101 O/ ��CE>'j3 AS 20f k,) 3,VG? DAVID C. ACHESON LIFE ESTATE NO2 O p p5' y162B PLEASANT STREET 15 1T G OP MAP 51 PGL 90 O� AS �.� �yA`i020 o- DB 4929 PG 151 ° 2��0 C10dR'OJ 1`v JP4.�G O'v '4 ,� OHUT G �. G a IOF EXTS➢HLI 04""�•ri^2? z IIz MIiIGATI ��(O�QO 'IV° ON ION 5 1 L / FOOT PATH � WIDE I I n..... r......n« M.... 9e.Xe.nneeh+inn••.r TWENTY EIGHT AUNT EDITH'S RD. REALTY TRUST PORCH CONFORM TO THE CONTRACT DOCUMENTS. ALL FINISHES SHALL COMPLY WITHIN THE LIMITS FOR FIRE PB 184 PG 131 I, '1° - (/28 AUNT EDITH ROAD I L GUARANTEE ALL MATERIALS AND WORKMANSHIP FROM THE DATE OF THE BYLAW, SUBJECT TO THE FOLLOWING CONDITIONS AND HOUSE SAN NO ) J_ THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING HIS BEST ACCEPTANCE AND SHALL REPLACE ANY DEFECTIVE WORK WHEN THAT MAP 51 OF 16816 PCL 95 PG 288 SETBACK AND DOES NOT EXCEED THE CURRENT MAXIMUM 2D NN N� L_ A-001 DO TRE SHFET, PLOT PLANS & NOTES A-00200 PERSPECTIVE RENDERwcS AND PHOTOS CSFSTORAGE ` ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES SEQUENCES A JFI FAMILY STRUCTURES, AND THEIR ACCESSORY STRUCTURES, 916 GEFJ1E PROCEDURES ANO FOR COORDINATING ALL PORTIONS THE CONTRACTOR SHALL REMOVE AMC EXECUTE ALL UNSATISFACTORY A-60400 FEMA FLOOD ZONE MAP 2014 LOOSED ON NON -CONFORMING LOS, MAY BE ALTERED, 13, THE CONTRACTOR STALL INDEMNITY AND HOLD HARMLESS THE OWNER AND THE TOTAL EGGS ASF r-4 xIST1NG 3 -STORY i 4 � ];) -� EACH CONTRACTOR SHALL PERFORM ALL REQUIRED CUTTING )WEwNc (NO woRk) CODES THE INTEGRITY OF EXISTING RATED PARTITIONS AND THE FIRE EXTENSION OR RAZE AND REPLACEMENT: A,ITSELF CONFORMS TO ARCHITECT AND THEIR AGENTS AND EMPLOYEES, FROM AND AGAINST ANY CLAIMS, fOF = 11 93 �-.I PROTECTION OF STRUCTURAL MEMBERS THAT ARE DAMAGED DURING THE APPLICABLE BYLAW REQUIREMENTS, AND DOES NOT INVOLVE 24 RRR = 12.9 a L CONSTRUCTION. �I H �I T L A NON -CONFORMING NATURE OF THE SHREDDING THESE - � r X11 I 11 I- A A-103.00 ROOF PLAN tI 534'31 53 � A-104.00 POWER DATA PLAN 600 04'f TO'� M.Lw A-10500 REFLECTED CEILING PLAN A-201 DO EXTERIOR ELEVATIONS LIST OF DRAWINGS CONFORM TO THE CONTRACT DOCUMENTS. ALL FINISHES SHALL COMPLY WITHIN THE LIMITS FOR FIRE PB 184 PG 131 I, '1° - (/28 AUNT EDITH ROAD I wI. GUARANTEE ALL MATERIALS AND WORKMANSHIP FROM THE DATE OF THE BYLAW, SUBJECT TO THE FOLLOWING CONDITIONS AND HOUSE SAN NO ) J_ THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING HIS BEST ACCEPTANCE AND SHALL REPLACE ANY DEFECTIVE WORK WHEN THAT MAP 51 OF 16816 PCL 95 PG 288 SETBACK AND DOES NOT EXCEED THE CURRENT MAXIMUM 2D NN N� L_ A-001 DO TRE SHFET, PLOT PLANS & NOTES A-00200 PERSPECTIVE RENDERwcS AND PHOTOS CSFSTORAGE ` ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES SEQUENCES A TO OTHER PARTS OF THE BUILDING CAUSED BY REPAIR OF HIS WORK FAMILY STRUCTURES, AND THEIR ACCESSORY STRUCTURES, 916 GEFJ1E PROCEDURES ANO FOR COORDINATING ALL PORTIONS THE CONTRACTOR SHALL REMOVE AMC EXECUTE ALL UNSATISFACTORY A-60400 FEMA FLOOD ZONE MAP 2014 LOOSED ON NON -CONFORMING LOS, MAY BE ALTERED, 13, THE CONTRACTOR STALL INDEMNITY AND HOLD HARMLESS THE OWNER AND THE TOTAL EGGS ASF 4. -INS APPUCATON IS FLED V'RH THE SOUTH YAR50 TH ZONyG 19_ THE CONTRACTOR SHALL RESTORE TO VALUE SPECIFIED IN APPLICABLE EXTENDED OR RAZED AND REPLACED PROVIDED THE ALTERATION, 8, EACH CONTRACTOR SHALL PERFORM ALL REQUIRED CUTTING A-100.00 FOUNDATION DEMOLITION PLAN CODES THE INTEGRITY OF EXISTING RATED PARTITIONS AND THE FIRE EXTENSION OR RAZE AND REPLACEMENT: A,ITSELF CONFORMS TO ARCHITECT AND THEIR AGENTS AND EMPLOYEES, FROM AND AGAINST ANY CLAIMS, HIS 0'!!N TRADE, UNLESS OTHERWISE NOTED. PROTECTION OF STRUCTURAL MEMBERS THAT ARE DAMAGED DURING THE APPLICABLE BYLAW REQUIREMENTS, AND DOES NOT INVOLVE 24 CONTRACTOR SHALL PROVIDE ALL PERMITS AS REQUIRED BY A-101 10 GROUND FLOOR DEMOLITION PLAN CONSTRUCTION. A CHANGE OF USE, OR, B. DOES NOT OTHERWISE INCREASE THE NON -CONFORMING NATURE OF THE SHREDDING THESE A-102.00 GROUND FLOOR PLAN A-103.00 ROOF PLAN A-104.00 POWER DATA PLAN A-10500 REFLECTED CEILING PLAN A-201 DO EXTERIOR ELEVATIONS A-202.00 EXTERIOR ELEVANONS A-301.00 WALL SECTIONS A-40100 INTERIOR ELEVATIONS A-402.00 INTERIOR ELEVATIONS A-601.00 SCHEDULES AND DOOR TYPES GENERAL NOTES ZONING NOTES SITE S ZONING INFORMATION L ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL (MASSACHUSETTS 14. THE OWNER RESECVES THE RIGHT TO AWARD OTHER CONTRACTS IN ZONING CODE NOTES: ZONING DISTRICT_ RS -40 MRN LOT ZE SI 40,000 SF EXISTING LOT SIZE 58,832 - COMPLIES -_ BUILDING, ZONING, AND ELECTRICAL CODES_ CONNECTION WITH OTHER PORTIONS OF THE PROJECT_ GENERAL L' THE TOWN OF YARMOUTH ZONING BYLAW (MAY Z, ANSI 203.5-L. CONTRACTOR IS TO COORDINATE HIS WORK WITH THE WORK OF OTHERS_ THE DEVELOPED FOOTPRINT OF IMPERVIOUS SURFACES MIN FRONTAGE 150 ED PROPOSED FRONTAGE 460 FY - COMPLIES _ 2. CONTRACTOR TO VISIT SITE AND SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. CONTRACTORS TO REPORT ALL DISCREPANCIES TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. 15_ THE CONTRACTOR SHALL PAY ALL FEES AND SECURE PERMITS FROM ALL AGENCIES HAVING JURISDICTION AND AT COMPLETION SHALL SE' THAT THE PROJECT IS SIGNED OFF IN THE DEPARTMENT OF. BUILDINGS (STRUCTURES, PAVEMENT, ETC.) INCLUDING ANY UNPAVED PARKING FRFAS, SHALL NOT EXCEED JO% OF THE TOTAL SQUARE FOOTING OF ANY LOT. POAROLS FACING SHALL BE COUNTED AS IMPERVIOUS IN LOT HIPHAT COVERAGE CALCULATIONS_ PROPOSED YARD (NO CXANGE) FRONT SIDE 460 FT - 20 W - COMPLIES COMPLIES MIN YARD FRONT 30 FT BIDE 20 ET 3_ THE CONTRACTOR SHALL MAINTAIN COMPLETE AND UP-TO-DATE DRAWINGS AT COMPLIES REAR 20 ET REAR 140 FT - COMPLIES THE JOB SITE. - 4_ THE INTENTION OF THE CONTRACT DOCUMENTS IS TG INCLUDE ALL LABOR, MATERIALS EQUIPMENT AND ALL OTHER ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 5. BY EXECUTING THE CONTRACT, THE CONTRACTOR REPRESENTS THAT THEY HAVE VISITED THE SITE AND HAS FAMILIARIZED HIM/HERSELF WITH THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED 16. D. WEATHER PROTECTION- THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAINST THE RAIN; WIND, STORM, FROST. OR HEAT SO AS TO MAINTAIN ALL WORK MATERIALS; APPARATUS AND FIXTURES FROM INJURY OR DAMAGE. THE CONTRACTOR SHALL PROTEST ALL AREAS OUTSIDE THE CONTRACT LIMITS AND RESTORE ALL SUCH PROPERTY TO ITS CONDITION PRIOR TO THE START OF THE WORK 2 THE TOWN OF YARMOUTH ZONING BYLAW (MAY Z, 2016) 414.8.9 GNCSCAPHNG 20 ANY FREESTANDING ELECTRICAL STRUCTURES, HVAC STRUCTURES OR FREESWASTE RECEPTACLES ELECTRICAL EEGSTRUCTURES, N GSE TRAPS E O SHALL BE TO LY SCREENED FROM VIEW THROUGH THE USE OF EVERGREEN VEGETATION, FENCING, OR A COMBINATION THEREOF PEOPLES 3. THE TOWN OF YARMOUTH ZONING BYLAW (MAY J, 2016) 04}� NONCONFORMANCY THE LAWFUL USE OF ANY STRUCTURE OR LAND EXISTING AT THE DME OF ENACTMENT OR SUBSEQUENT MAX BUILDING HEIGHT 35' BUILDING HEIGHTS WITH PROPOSED ALTERATIONS BUILDING COVERAGE WITH PROPOSED ALTERATIONS C ----- IMPERVIOUS COVERAGE WITH PROPOSED ALTERATIONS COTTAGE: STORAGE 5.755 BE -- 10.555 SF 14.]5' (2.18 NET INCREASE) - COMPLIES 14.0' IND CHANGE) - COMPLIES - / LOT SIZE a 10.1% - COMPLIES - --- _ --.--- /LOT SIZE - BLACK5-COMPLIES MAX BUILDING 259 COVERAGE - ---RV -- IMPERVIOUS ]0% COVERAGE COVERAGE 18. DAMAGE. ALL WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION PRE-EXISTING PRE-EXISTING BUILDING HEIGHT AREA OF PRE-EXISTING AREA OF PRE-EXISTING BUILDING 6. THE ARCHITECT WILL HAVE AUTFOR17Y TO REJECT WORK WHICH DOES NOT SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE AMENDMENT OF THIS BYGVI MAY BE CONTINUED, ALTHOUGH SUCH BUILDING HEIGHT SUMMARY SUMMARY WITH PROPOSED ALTERATIONS BUILDING COVERAGE COVERAGE WITH PRO'CSED ALTERATIONS STRUCTURE OR USE DOES NOT CONFORM WITH PROVISIONS OF E%ISTING CONFORM TO THE CONTRACT DOCUMENTS. ALL FINISHES SHALL COMPLY WITHIN THE LIMITS FOR FIRE CONTRACTORS EXPENSE_ THE CONTRACTOR SHALL UNCONDITIONALLY - AREA (GROSS SF)GROSS COVERAGEAL REABUILDINGS SFJEXISTING PRE-EXISTING F007RINT AND HEIGHT OF THE STRUCTURE OR GUARANTEE ALL MATERIALS AND WORKMANSHIP FROM THE DATE OF THE BYLAW, SUBJECT TO THE FOLLOWING CONDITIONS AND HOUSE SAN NO ) J_ THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING HIS BEST ACCEPTANCE AND SHALL REPLACE ANY DEFECTIVE WORK WHEN THAT EXCEPTIONS 104.32 CHANGE EXPANSION OR ALTERATION_ 1. THE GENERAL CONTRACTOR SHALL PERFORM ALL REQUIRED NECESSARY SETBACK AND DOES NOT EXCEED THE CURRENT MAXIMUM SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PERIOD WITHOUT EXPENSES TO. THE OWNER AND PAY FOR ALL DAMAGES LAWFULLY PRE-EXISTING NON -CONFORMING SINGLE AND TWA CSFSTORAGE ` ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES SEQUENCES AND TO OTHER PARTS OF THE BUILDING CAUSED BY REPAIR OF HIS WORK FAMILY STRUCTURES, AND THEIR ACCESSORY STRUCTURES, 916 GEFJ1E PROCEDURES ANO FOR COORDINATING ALL PORTIONS THE CONTRACTOR SHALL REMOVE AMC EXECUTE ALL UNSATISFACTORY THE NINA-CONFORMHNG NATURE OF THE STRUCTURE. LOOSED ON NON -CONFORMING LOS, MAY BE ALTERED, 13, THE CONTRACTOR STALL INDEMNITY AND HOLD HARMLESS THE OWNER AND THE TOTAL EGGS ASF 4. -INS APPUCATON IS FLED V'RH THE SOUTH YAR50 TH ZONyG 19_ THE CONTRACTOR SHALL RESTORE TO VALUE SPECIFIED IN APPLICABLE EXTENDED OR RAZED AND REPLACED PROVIDED THE ALTERATION, 8, EACH CONTRACTOR SHALL PERFORM ALL REQUIRED CUTTING AND CHOPPING FOR CODES THE INTEGRITY OF EXISTING RATED PARTITIONS AND THE FIRE EXTENSION OR RAZE AND REPLACEMENT: A,ITSELF CONFORMS TO ARCHITECT AND THEIR AGENTS AND EMPLOYEES, FROM AND AGAINST ANY CLAIMS, HIS 0'!!N TRADE, UNLESS OTHERWISE NOTED. PROTECTION OF STRUCTURAL MEMBERS THAT ARE DAMAGED DURING THE APPLICABLE BYLAW REQUIREMENTS, AND DOES NOT INVOLVE 24 CONTRACTOR SHALL PROVIDE ALL PERMITS AS REQUIRED BY BUILDING HEIGHT OF THE PRE-EXSTNG COTTAGE CONSTRUCTION. A CHANGE OF USE, OR, B. DOES NOT OTHERWISE INCREASE THE NON -CONFORMING NATURE OF THE SHREDDING THESE E%ISTING EXISTING ALL FINISHES SHALL COMPLY WITHIN THE LIMITS FOR FIRE EXISTING HEIGHT (ALTERATION) EXISTING BUILDINGS AREA (GROSS SF)GROSS COVERAGEAL REABUILDINGS SFJEXISTING PRE-EXISTING F007RINT AND HEIGHT OF THE STRUCTURE OR ARCHITECTS, P.C. HOUSE SAN NO ) TRIPLED ROUSE 4 GAP mm OPERATIONS. THE GENERAL CONTRACTOR SHALL PERFORM ALL REQUIRED NECESSARY SETBACK AND DOES NOT EXCEED THE CURRENT MAXIMUM COTTAGE ALTERATION 1475'(M 16H ATE INCREASE) EXISTING COTTAGE 604 GS99 PATCHING. REFINISHES, ETC. ARISING FRAM CONTRACTORS WORK ON SITE. CSFSTORAGE ` TIMES. MAINTAIN REQUIRED EMERGENCY EGRESS DURING CONSTRUCTION_ S ALTERATION 14 O (NO CHANGE) EXISTNG STORAGE 916 GEFJ1E GSE- THE CONTRACTOR SHALL REMOVE AMC EXECUTE ALL UNSATISFACTORY THE NINA-CONFORMHNG NATURE OF THE STRUCTURE. w. 13, THE CONTRACTOR STALL INDEMNITY AND HOLD HARMLESS THE OWNER AND THE TOTAL EGGS ASF 4. -INS APPUCATON IS FLED V'RH THE SOUTH YAR50 TH ZONyG S.J55 GSF 9, DRAWINGS SHALL NOT BE SCALED TO OBTAIN DIMENSIONS. - 20. ALL NEW MATERIALS TO MATCH CO TI QUALITY AND COLOR AND DETERBUILDININATIONSG SPALL IN THE FIRST INSTANCE NT MACE BY THE AREA OF IMPERVIOUS COVERAGE IG_ CONTRACTOR SHALL PROPERLY PROTECT AND MAKE SAFE WORK PREMISES. TEXTURE, WHERE NEW MATERIA'S ARE CONTIGUOUS WITH EXISTING. HULLOING INSPECTOR AS THE ZONING ENFORCEMENT OFFICER FOR PURPOSES OF THIS sEcnDN, ANY ALTERATION OF EXTENSION OF WITH PROPOSED ALTERATIONS . DOB NOTES 11, THE CONTRACTOR AT ALL TIMES SHALL KEEP PREMISES FREE FROM 21, ALL FINISHES SHALL COMPLY WITHIN THE LIMITS FOR FIRE SUCH A STRUCTURE WHICH WILL REMAIN WITHIN THE WALKWAY➢INC ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY NIC/HER COVERAGEAL RESISTANCE/FLAMMABILITY AS SPECIFIED IN ARTICLE 5_ PRE-EXISTING F007RINT AND HEIGHT OF THE STRUCTURE OR ARCHITECTS, P.C. R RAZE AND REPLACEMENT WHICH (VEEP THE CURRENT 61INIM1UM J OPERATIONS. 22. THE GENERAL CONTRACTOR SHALL PERFORM ALL REQUIRED NECESSARY SETBACK AND DOES NOT EXCEED THE CURRENT MAXIMUM 212 414-4500 FAX . ! NA apmcnitects.c0m 12. ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND UNOBSTRUCTED AT ALL \ V PATCHING. REFINISHES, ETC. ARISING FRAM CONTRACTORS WORK ON SITE. BUILDING HEIGHT AND CURRENT MAXIMUM BUILDING COVERAGE ` TIMES. MAINTAIN REQUIRED EMERGENCY EGRESS DURING CONSTRUCTION_ S ewe\ REQUIREMENTS SHALL BE PRESUMED NOT TO BE AN INCREASE IN 44,271:' 23. THE CONTRACTOR SHALL REMOVE AMC EXECUTE ALL UNSATISFACTORY THE NINA-CONFORMHNG NATURE OF THE STRUCTURE. w. 13, THE CONTRACTOR STALL INDEMNITY AND HOLD HARMLESS THE OWNER AND THE WORK AT NO ADQITIONAL COST TO THE OWNER. 4. -INS APPUCATON IS FLED V'RH THE SOUTH YAR50 TH ZONyG all > 5I o o BOARD OF APPEALS FOR A SPECIAL PERMIT TO INCREASE THE N ARCHITECT AND THEIR AGENTS AND EMPLOYEES, FROM AND AGAINST ANY CLAIMS, 24 CONTRACTOR SHALL PROVIDE ALL PERMITS AS REQUIRED BY BUILDING HEIGHT OF THE PRE-EXSTNG COTTAGE ROPOSEDma LTERATIONS R„ rox nNG DarvewnrTING r4w- WALKWAY➢INC N1 COVERAGEAL PERMIT - M s °CANS A.\ R„ rox AMETHYST r4w- N1 Up �nli PERMIT - PITO ARCHITECTS, P.C. R SITE J 10 NEW YORK, NY 10011 J I 212 414-4500 FAX . ! NA apmcnitects.c0m 212 229-3819 \ V W l l� ` S ewe\ 44,271:' w. all > 5I o o YJ N SCALE: NOT TO SCALE NO R„ rox AMETHYST I RARE N1 FILING FOR SPECIAL PERMIT 02/04/2019 PRIVATE RESIDENCE STORAGE & COTTAGE REPAIR 170 PLEASANT STREET SOUTH YARMOUTH, MA 02664 1. LOCUS IN FEMA FLOOD ZONE AS (EL 12), AS (EL II, & X. REFER TO 4. REFER TO FLOOR PLANS FOR EMERGENCY ESCAPE & RESCUE OPENINGS. DRAWING A-064 TEMA FLOOD ZONE MAP 2014. 5. REFER TO SITE SURVEY PERFORMED BY DOWN CAPE ENGINEERING, INC. 2. NOT USED DATED JANUARY 31, 2019_ 3. REFER TO GROWING SHUT EN -001 ENERGY ANALYSIS FOR RESCHECK ENERGY CODE COMPLIANCE DAMAGES, LOSSES AND EXPENSES INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCES OF THE WORK MASSACHUSETTS BUDDING CODE TITLE SHEET, PLOT PLAN & NOTES ANCHEAUS oeaea rvuuazR. 51607.01 scut: _wrc AS NOTED 01.04.2019 DRAI CHECKED ssniN ev:LP/DR o-vnww M' ueDO A-001.00 TAIWAN 01 OF 15. AMETHYST ACHESON DOYLE PARTNERS ARCHITECTS, P.C. SITE PLAN 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX . ! NA apmcnitects.c0m 212 229-3819 rL W l l� 1. LOCUS IN FEMA FLOOD ZONE AS (EL 12), AS (EL II, & X. REFER TO 4. REFER TO FLOOR PLANS FOR EMERGENCY ESCAPE & RESCUE OPENINGS. DRAWING A-064 TEMA FLOOD ZONE MAP 2014. 5. REFER TO SITE SURVEY PERFORMED BY DOWN CAPE ENGINEERING, INC. 2. NOT USED DATED JANUARY 31, 2019_ 3. REFER TO GROWING SHUT EN -001 ENERGY ANALYSIS FOR RESCHECK ENERGY CODE COMPLIANCE DAMAGES, LOSSES AND EXPENSES INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCES OF THE WORK MASSACHUSETTS BUDDING CODE TITLE SHEET, PLOT PLAN & NOTES ANCHEAUS oeaea rvuuazR. 51607.01 scut: _wrc AS NOTED 01.04.2019 DRAI CHECKED ssniN ev:LP/DR o-vnww M' ueDO A-001.00 TAIWAN 01 OF 15. PHOTO OF EXISTING 1 COTTAGE LOOKING EAST PHOTO OF EXISTING a COTTAGE LOOKING WEST NO SCALE I Epa E%ISiING FFLR = 11 3 4'S'6 I pOe: E, PROPOSED FFILE 12.3 Q b _� J A TOP. EL. TxTStIaGV 4E� tyo T ° top .�° '. T.pRAGE T13m F,�s�4�E CVI EXISTING G) — d& 3 -STORY DWELLING LONG EEL n (NO WORK) EXISTING DRIVEWAY 3 — — —Mb3 N KEY PLAN -°0 SCALE: 1/32" - 1' 0" FOUNDATION EL+2 EXIST FINISH FLOOR EL. +11' 8" EXISTWATERTABLE EL. +I�� EXISTING PERSPECTIVE s DIAGRAM LOOKING WEST -°0 NO SCALE \ REMOVE EXIST ASPHALT SHINGLE ROOF \ EX SHEATHING TO REMAIN, PATCH & A A ' 9FEAR AS REQUIRED V EXIST RAFTERS TO REMAIN, ttPICAL EXIST CEILING FRAMING TO REMAIN\_qA\\ 7 `REMOVE EXIST WD GUTTERS. TYPICAL REMOVE EXIST PLASTER CEILING. TYPICAL ET WE SHINGLE SIDING TO REMAIN EXIST SHEATHING To REMAIN EXIST 2X4 WD FRAMING TO REMAIN REMOVE EXIST PLASTER WALL FINISH, -REMOVE EXIST FINISH FLOOR. SURFLOOR, & FRAMING, TYPICAL. PROVIDE TEMPORARY SHORING PRIOR TO REMOVAL -EXIST 2X4 WD FRAMING TO REMAIN REMOVE EXIST SHINGLES, SHEATHING AND RANO JOIST: PROTECT SHINGLES - ABOVFIO_REMAIPL -REMOVE EXIST BRICK MASONRY = FGINJOATI@IuVALirt%CAVA4E SM& - - RE -GRADE AS REQUIRED _ I I J f i' `;=II I—I'. IV s BUILDING SECTION AT EXISTING COTTAGE A -0D SCALE: 1/2" - l'-0" NEW CLOSED CELL SPRAY -FOAM CAVITY INSULATION (WIN. R-38) NEW PLD OWE CATHEDRAL CEILING NEW ALUM GUTTER SYSTEM. TYPICAL PAINT EXPOSED TIE BEAMS (EXISTING) —EXISTING 2X4 WD FRAMING NEW Pip WD STOOL &- CHAIR RAIL _ NEW 2X4 FRAMING WITH CLOSED CELL SPRAY -FOAM CAVITY INSUTATION (MIN. R-1]) NEW T&G WD FLODR — JOVER PLYWD SueFL00R NEW 2%4 SLEEPERS ® 16 RELNEF CONCSIAR W VAPOR RETARDER - NEW 2' RIGID INSULATE 'MIND � ¢t NEW- COMPACT u 1 t=IEl — LI.I:.� FROST LINE - EL. TO4 - -- SOIIOM OF FOOTNG EL. +7'-l' EXIST WE SHINGLE SIDING 1�EXIST SHEATHING ANEW CLOSED CELL SPRAY -FOAM CAVITY INSULATION (MIN. R-20) ANEW PTO OWN FINISH. nPICAL —EXISTING 2x4 WO FRAMING ANEW 2X4 WO FRAMING & REINFORCEMENT ANEW I CHAIR RAIL ` THE W NEW WD SHINGLE SIDING OVER BUILDING PAPER OVER NEW SHEATHING ANEW 'AZEKDANDBOARD TO MATCH HOUSE �J 4_SHIGK1tEINF9RCER BOND STEM HINDI_ EW BERM 7 ____ BUILDING SECTION y AT PROPOSED COTTAGE ALTERATIONS -DD2 SCALE: 1/2" = V-0" III) I .IIIA« MI FILING FOR SPECIAL PERMIT 02/04/2019 PROPOSED PERSPECTIVE DIAGRAM LOOKING EAST s -00 No SCALE PROPOSED ROOF EL, +2�_ -__— 41 Tr PROPOSED t- - WATERTABLE �4 HT EL +13 -]" PROPOSED L - F p FINIS{ FLOOR L?? PROPOSE�OER� +11'-4 _ E%IST GRADE l 1 - EL. +10' 9" i - PROPOSED PERSPECTIVE DIAGRAM LOOKING WEST e NO SCALE )POSED RIDGE -__-----.--_____-__ _- NATE PaoPbsT°nLiERnTIONs reA15E____ v\ EXISTING ROOF HEIGHT (COTTAGE ONLY) NEW ASPHALT SHINGLE ROOFING OVER UNDERPAYMENT, TYPICAL NEW COLLARYIE� PATCH IN REPAIR EXIST \ SHEATHING AS REDID ST RIDGE --- - — �--------�xlsT�%s T ------ NEW CLOSED CELL SPRAY -FOAM CAVITY INSULATION (WIN. R-38) NEW PLD OWE CATHEDRAL CEILING NEW ALUM GUTTER SYSTEM. TYPICAL PAINT EXPOSED TIE BEAMS (EXISTING) —EXISTING 2X4 WD FRAMING NEW Pip WD STOOL &- CHAIR RAIL _ NEW 2X4 FRAMING WITH CLOSED CELL SPRAY -FOAM CAVITY INSUTATION (MIN. R-1]) NEW T&G WD FLODR — JOVER PLYWD SueFL00R NEW 2%4 SLEEPERS ® 16 RELNEF CONCSIAR W VAPOR RETARDER - NEW 2' RIGID INSULATE 'MIND � ¢t NEW- COMPACT u 1 t=IEl — LI.I:.� FROST LINE - EL. TO4 - -- SOIIOM OF FOOTNG EL. +7'-l' EXIST WE SHINGLE SIDING 1�EXIST SHEATHING ANEW CLOSED CELL SPRAY -FOAM CAVITY INSULATION (MIN. R-20) ANEW PTO OWN FINISH. nPICAL —EXISTING 2x4 WO FRAMING ANEW 2X4 WO FRAMING & REINFORCEMENT ANEW I CHAIR RAIL ` THE W NEW WD SHINGLE SIDING OVER BUILDING PAPER OVER NEW SHEATHING ANEW 'AZEKDANDBOARD TO MATCH HOUSE �J 4_SHIGK1tEINF9RCER BOND STEM HINDI_ EW BERM 7 ____ BUILDING SECTION y AT PROPOSED COTTAGE ALTERATIONS -DD2 SCALE: 1/2" = V-0" III) I .IIIA« MI FILING FOR SPECIAL PERMIT 02/04/2019 PRIVATE RESIDENCE STORAGE & COTTAGE REPAIR 170 PLEASANT STREET SOUTH YARMOUTH, MA 02664 VSGMER: ARINTLI ACESESON DOYLR PARINM ARCHITECCB, P.C. 44 WEST 18th STREET NEW YORK. NY 10011 212 414-4500 FAX 212 229-3619 inro®oaPa,mnects.Com PERSPECTIVE RENDERINGS AND PHOTOS En3 PRPP T Nuuecre. 51607.01 sEuc: AS NOTED wrz_ 01,04.2019 LP/DR DA PNL mme mnem. A-002,00 02 OF 15 NOTES TO USERS This Map ad br use In Wm,,W g to If Flood I nsu mew Program. n Bees v Design Ole n ea g. p .' I tiv nom awl drainage mMms 1 onel size. The Y map readmobtroper III WE COMWEed AN pMSIAle moted 11 lashimal flood M1 r0 morml To obs, I mad tl. tl information in allows whereFilters Elevatloll FREE) flaatlWays hall been p Bee Flood Dow Andy,of Spinner F Wn 1mm the USA laid �i Safety 5h(F S] T FIRMPepsipee Fo 1ao1 IDWeFFs am haddrided lar none nSUml 11lpnmose¢Only and snWld We be used 85 the sale Searle m flood elevation lnfarmallon, ANNOCIngly, food Bari data presented 1, rho FIS Rspod should Ad branord in mnlunpon win We FIRM for purea N mmWchen end/m aboard, management Cavfal BASS Finaa Etmmre Ihmn on MIs me, appy antic Lsnawam of 0.0 Nunn aware War Mntai Owed wkwatios, are Alsop° dednW[no Swararv�l foll,mre in the Flood Insurance Study Blood for Ml, ludsdnon. E ¢hewnfun illy summary of Stillwater Elwatons bible sham La uwtl for comtm"n anchor females management purpose, When may are b shch lFan the ami ,hall AD MIS PRM The AE Zen, . category F W divided by a Lim t of Moderate Wall Anion A) The LMWA rourpows the galwarere mn6sMm11 or Mo 15full bmaxing wavy The of of wave hazards Ww ,,n the BE Zone and the F,M A poor onew, re and Pe LIMWA bra VE Zones are notldaral III be N"I'm In but less severe Men those in the EZone. DENNIS,o in l 4 Special e ecial n rand Areas maybe ppmmned by Read m Refr 10S ¢fon 'Floodbcf Pmon MyB' of the Floyd Insurance BW% Refused bnnfmmaLon on flood an SWnures Or this lWealglBn, The projection used in the preparation Up UPS map Is icza deMS State Plane Zone (PIPE Gone 2001}The horizontal datum we, WN 03, 6261900 Whomm. Blmrenms in datum SPIOMId. pmmdmn m ATM Zones Mad in me Floyd elevations us rearenred m the Notes a American VarCards N 1966. se Lord ell aarlonE at be w anground rederruni We al tlar 8begaral l cors9n betweenele NUCLEI G e Datum of 192and N North Vare l Solum of INCH Iust on, Nrltr Goodrich Aunty A n,AeKV or wtmm the National Geodetic Arly at the nollwlng address ULF 'on 5en'Ices NOAq NINGSI2 Mariana PROJECT $,Way SSMC 3 B9N 1315 SALES :291 0209103232 () 71 3 9 To ERA HE DEC glare ]fury 4 ... Eaton ¢,dtm Special noukataft for bench mesa ry 1 p, pleaseconflictnNt the n Sery en1 me NOMBe G odure Swvoye(3 DID -3242, rvl tn¢web¢Ile atnno wmvnos noeBSgY Be,, map Inlwm n INA FIR w vetllrOm dlglta onM1ophoograph¢6a¢ema p 111eB were proNtled 11 per at WAS byMaSMAIMOlR N 1: 5000 and SUBBd AOhic Wall T 2W6amftl lca 9 Tlheapro,9min'aed InmB a5Ba@ pmpamaon Offill map IS Ma¢at9uwb State Plane Mainland (PPSZONEWAL). The hnrallel dIr a Boal ORS19W asheml6 Corporate nm9¢e¢owe m the map are rwwe on the Wall aW'Ilble o the file of p cellon Baa a change, dee b may Blvd remmue alter M¢ map pabfiSh n. m ¢omen tip mphei lto Ari to FmNmummw�rna ]undo oamnS. Please refer Ed the tie y primed Map 1n ea for On OVIIIII MIP of N pre munarsomes e raft of ComsAMng Me m...:,a meUp te pmmaNmng NarmMI Flood peuraai community Map ne Pmgmm date, for Keith oommunRyaswell ea a Ilying Line parelsonwhlch eecn common A For information an enle pmdums associated with 0s PRM vast rho Mal wl See Mir MSA) webSlm e n a Available pm UCC¢ may K tle pmvrouBly Round Nd r; Li Map ChangeMd I'll Study Repml, annual for or versions NO WE map, m ens a Many of them pn be weapon or nbmNBetldlrecdy Wm the M6G web,lum If you have nd this map, ow to OFFICE products Iv ll Flood InsumueP,a,m In general,MawofFEMAMAPnlomio Wa FMN%) at MAN4P 11dlFdd6-2527) or N¢t the FEMA WOW 'toano lwkm, mvAunfa COASTAL BARRIER RESOURCES SYSTEM(CBRS) LEGEND 11.16.1991 Orbemlee Pmtenea Area (ORA) DEPASIVITHIMITHECI Boundaries of John H. Chafae coastal Bamer Resources slate purposes CoastalB whamff or not an area is located within the CBRS 9e Wall and at nnp:fw Wfws.gov. For an ca l determination of r not an area Is located within me CBRS, or for any yoasdona the C6aS, phase contact the MS R¢Id once for Sols area at 825000 M 4ruv5"EM 70'13'0].5' 194w -E 3060001 JOINS PANEL D580 FLOODING EFFECTS FROM 00m'"E BASS RI ER FEMA MAP NUMBER 25001CO587J MONOm 70-11 NO BRIE 41-41'15' e1s.N Hl4mN 170 PLEASANT STREET THIS PROJECT IS LOCATED IN FEMA FLOO ZONE AE (EL 12), HILL (EL 11) ,113,1,14 ���'ta ZONE AE Rt x fOwn Dennis F05 41'3Y Z25 SOgEBAE LEGEND L .,��ll SPRYAL FLOOD HAURD AREAS (SPHA)SUENER To INUNDATION BY THE 1%ANNUAL CHPNCE FLDDD wpm mMnrcwlMamnH Slow ZONE A WE al Fl� Emsewd War COASTAL WOMMAN MAN qhs o at m 3 FORT airy ammo A pareavery; MR Pipge reuw xoxsAo MAN Oscar 19 a to m(v.IFV Fol sew pe gamer ALL 11, amape DWs arc d. For Also AT suns In nymy, AWARE elm demmMm. Zox,AR RIFs A 5remem pm mf me 1% annual arattfir en n'mmt w`dem�rm dwanm semamr WMDIreAm �nMr Ad F error dam owner FBI ROSS ABU ANN D AsFTH n " �foMUSSUM,, dall res' ZONE. 'N.e y Flood[� Under Mf on WE �FaWS w Bete w ela.adem GONEVE wemn At { Y FLOODWAY AREAS IN ZONE AE � MhMI tag141annBl[MnPP CMC ream sen ou nrprmal roma z¢In FL OTHER FLOOD AREAS ZONE AMANSO, Iemtrme E1BueW I rya • n ixBWlease ll %assy OTIER AREAS ZONED ANNE In hel Wild h .. E, am u�err un Mobs ® AL RYRRIER REEOURff55YSTE CONTM (GBPS) ARCS ORIERWM PROTECTED AREAS (Op ) Ee65a use re maM-4are]nlTno aamn[mspxn Foe Muduaz, 1% Ad IA Chall la wn0 Can Armere Ch, Adp El neary 6vvz..a a— A turns I Fared Haver d¢d deems, m Ism xxesme fdnexs easegmt Eernlms, �A5, — LITH of Hyderate card �m a, As _ LIM AMMLaaWave � plamentNO Eery. Awa ^^^513'^x• ®m qua Ell lira and JIM, Sharon mfours Else„ any Fluor MOO anKill Where Ambell xthin one e,� in mmAthe Nunn An ASEAN amo OWN gmr m a— A. And umIX ^-0p ommfmuw cras O Vplumm Mr, OWN a,mca m02U ����m IrxIW11WEKenn"mm�reyLI B[amIm lend"nm Ertl NIA : NBmrO,a ES Pam W,JMmore AnyeAW',1e olktm "Fearx IBM n alwarsalTl v'le Ell ERAmw 19H wyel j( M.WELmeea6rum In asm is MA,mI a mu FIRM 0 ain SHUT 1. Map opoulder, III I Map SAN EFFECTIEVE DATE OF as U� DE RANGE DAN RANGE KATE MAP BA a she Prabnew OTE(l)OTE(l)OF Fannie TO Tme PANEL Map MNamry Only hi tar REAL nea/rse,�e,Sonyyyhhw+mrasas in. Clients Aevlmz Mn en.I mvd Pres. 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Zox,AR RIFs A 5remem pm mf me 1% annual arattfir en n'mmt w`dem�rm dwanm semamr WMDIreAm �nMr Ad F error dam owner FBI ROSS ABU ANN D AsFTH n " �foMUSSUM,, dall res' ZONE. 'N.e y Flood[� Under Mf on WE �FaWS w Bete w ela.adem GONEVE wemn At { Y FLOODWAY AREAS IN ZONE AE � MhMI tag141annBl[MnPP CMC ream sen ou nrprmal roma z¢In FL OTHER FLOOD AREAS ZONE AMANSO, Iemtrme E1BueW I rya • n ixBWlease ll %assy OTIER AREAS ZONED ANNE In hel Wild h .. E, am u�err un Mobs ® AL RYRRIER REEOURff55YSTE CONTM (GBPS) ARCS ORIERWM PROTECTED AREAS (Op ) Ee65a use re maM-4are]nlTno aamn[mspxn Foe Muduaz, 1% Ad IA Chall la wn0 Can Armere Ch, Adp El neary 6vvz..a a— A turns I Fared Haver d¢d deems, m Ism xxesme fdnexs easegmt Eernlms, �A5, — LITH of Hyderate card �m a, As _ LIM AMMLaaWave � plamentNO Eery. Awa ^^^513'^x• ®m qua Ell lira and JIM, Sharon mfours Else„ any Fluor MOO anKill Where Ambell xthin one e,� in mmAthe Nunn An ASEAN amo OWN gmr m a— A. 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PLO 1� y Q Aurma.one awm MAP SCALE W A SEE' 21W 0 me 1000 FEET VMRS No s scmP mi PANEL 0587) M1 FILING FOR SPECIAL PERMIT 02/04/2019 FIRM At BeFLOOD INSURANCE RATE MAP BARNSTABLE COUNTY, ® MASSACHUSETTS (ALL JURISDICTIONS) AT PANEL 587 OF 875 (SEE MAP INDEX FOR FIRM PANEL LAYOUTI 11"i BEER R PANEL SUFFIX Be YwMOJTH.TMMOF 53,11 An 1 NEED HE ® 01 to MENIANDI p a.mew For OG�TION Noflad to Use The Map Number n below A, cum ass nw ryes days, above mound ee Mard ON anwa aopl0oImA for tb sub] commumpit MAP NUMBER ® 25001CD587J EFFECTIVE DATE JULY 16, 2014 pederal EmmRoney Management Agwcy No s scmP M1 FILING FOR SPECIAL PERMIT 02/04/2019 PRIVATE RESIDENCE STORAGE & COTTAGE REPAIR 170 PLEASANT STREET SOUTH YARMOUTH, MA 07664 Al DOYLE PARTNERS ARCHITEC l P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4300 FAX 212 229-3819 info@cdparchitects.com ARoma'rs PRYER xuuam. 51607.01 AS NOTED 01.0 cxm 4.2019 ad CHECKED DA ELL mA G about A-004.00 www' 03 OF 75 CONSTRUCTION KEY 0 EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED LOT LINE FLOOR AREA SUMMARY AREA OF EXISTING STORAGE: 915 SF AREA OF EXISTING STORAGE TO BE REMOVED: 200 SF AREA OF EXISTING COTTAGE: 504 IF AREA OF EXISTING COTTAGE TO BE REMOVED: 24 SF BUILDING HEIGHT SUMMARY HEIGHT OF STORAGE WITH PROPOSED ALTERATIONS: 14.0' (NO CHANGE) HEIGHT OF EXISTING COTTAGE: BEAR HEIGHT OF COTTAGE WITH PROPOSED ALTERATION: 15.14' (NET INCREASE OF 2.5') RE 0 0 YlIP v—a v v a v v v v FRAG K /� 7 ROVE E%IStING UNE OF 4XIPADG ABOVE BD s �EompinENt PM o E. 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No CHANGE To SF s� / / / �pNERGAVKfEj / / / / / a / EXISTING FOOTPRINT . 1 I / ROGER E011NDAL0V WALL CONCREtE ROAR ON GRADE ANO GID RHEUGRAOE -- _— — ——--_----_. _--- _ LINE OF E%ISTING - / / / i� / / / / N ENCLOSURE : BPCAFILL AND _—._--------- / AS REQHOUSE AHovE REQUIRED UNE OF EXISTING L_<_ 1 WA 1LKWAY ABOVE <r.l_-ZONE AS (EL no) i TEEL 10.0) 0 _ —' l IXCPU�pNE OF E%1 MOVE — oRmEu+Av ne ANG FOUNDATION DEMOLITION PLAN i \ v AloO SCALE: 1/4" - V-0" \ LOT LINE ANCA OF All / ArceA Or n JOILLITHIL, UNIT?TWHI_ Ly _ ______________________�___ NI FILING FOR SPECIAL PERMIT 02/4/2019 I / y A I r LOT LINE ---- _ ______J / 1 ON AAA PLOT PLAN & KEY�PLOT PLAN KEY PLA AIDo SCALE: 1/64•' LANDING NY I nVF,ENCEa„ . NI FILING FOR SPECIAL PERMIT 02/4/2019 PRIVATE RESIDENCE STORAGE & COTTAGE REPAIR 170 PLEASANT STREET SOUTH YARMOUTH, MA 02664 ARCHRECT ACAESON DOYLE PARTNERS ARCHITEM, P.C. 44 WEST 18<h STREET NEW YORK, NY 10011 212 414-4530 FAX 212 229-3819 EfioOmPar=hitecls.com FOUNDATION DEMOLITION PLAN 51607.01 SCALE rz AS NOTED 01.04.2019 BMW BF _.. VAL LP/ore DERAI xuu �A A-100.00 04 OF 15 CONSTRUCTION KEY EXISTING CONSTRUCTION TO REMAIN _ EXISTING CONSTRUCTION TO BE REMOVED LOT LINE REMOVE ALLI$TING MISCELLANEOUS WOOD SHELVING. TYPICAL ALL EXISTING WNOOWS TO REMAN, TYPICAL LOT LINE FLOOR AREA SUMMARY AREA OF EXISTING STORAGE: 916 SF AREA OF EXISTING STORAGE TO BE REMOVED: 200 SF AREA OF EXISTING COTTAGE: 504 SF AREA OF EXISTING COTTAGE TO BE REMOVED: 25 SF BUILDING HEIGHT SUMMARY HEIGHT OF STORAGE WITH PROPOSED ALTERATIONS: 14.0' (NO CHANGE) HEIGHT OF EXISTING COTTAGE: 12.5' HEIGHT OF COTTAGE WITH PROPOSED ALTERATION: 15.14' (NET INCREASE OF 2.5) 33--- 11'-34 - 3 - - - ----- -- s 1� � mss_ I �® 15 54 E STN -- / I -REM ME NGES GING AND O E pU1PMENi &PAD %ISTNG DONS REMOVE E%19wG DOORS 1 I € M N_T ROOFING IN 16 ENnREr `i < �. AV FSE & HAADWO T 5 zFF // C% BRIOR v / v/ / //)1�II " �1 .y KA LJ -y- - \ _REMovE I Ix�r TTeMPORARr \ I ./t ./ /_1 ---- - � m 1 l / .. i z'- I A 1 - EXISTING WAKE SIDIINGL0�— .REMAIN AT THIS . LE%NIN66 MO REMSA B % / rREMOVE ALL EXISTING MISCELLANEOUS W00p GRUNTERS, CABINETS & SHELVING, TYPICAL I L % 1 ExAD GRACE REMAINS / RN GRADE 1. 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TYPICAL \ THROUGHOUT COTTAGE y:d FE ]qq] T I Xl\V i i� REMOVE EXISTING WOOD DOOR TO CELLAR EXISTING WOOD SIDING,- CORNERSOARDS. FORTRESSES & TRIM TO REMAIN, TYPICAL ALL EXISTING WINDOWS TC REMAIN, TYPICAL LINE OF EXISTING o� REMOVE E%IS1 APPLIANCES, PLUMBING FIXTURES & t REMOVE EXISTING FLOOR TILE A EXISTING COTTAGE 570 SFj EXISTING DOOR & WINDOW TRIM TO REMAIN, Y'Rat REMOVE EXISTING PLASTER FINISHES AT WALLS AND CEILINGS. TYPICAL \ X - E G, TROD;CR,PnGIN N1 FILING FOR SPECIAL PERMIT 02/04/2019 z w \ REMOVE EXISTING PLUM N6 FIXTURES & � �PNSTER & TR£ FINIS 5, TYPICAL REMOVE LOOKEXPTING AN REPS & LOWERED T�fINISH FLOOR AND FLOOR FRAMING AT -,ZONE AE (EL 11,0) (EL. 10.0)--- - \ j0 EXIST BERMS 'I s. AE ae 4 � A V% REMOVE EXISTING J' BRICKSTEP C - �REMOREAIOVE EXISTING DOORS. 62 PRIVATE RESIDEN STORAGE & COTTAGE REPAIR 170 PLEASANT STREET SOUTH YARMOUTH, MA 02664 ACHESON DOYLE PARTNERS ARCHTTEms, P.C. 44 WEST LED STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 r ® dporchEects,com DRAWING TNE GROUND FLOOR DEMOLITION PLAN ARYfXMF Saam nusca. �rF 51607.01 -. c AS EDGED 01 042019 XNECKLO DDAL RAWN SDRAWINGwn LP/DR owuD x ueoe A-101.00 ,WIND. 04 OF 15 e REMOVE EXISTING T&G WD FINISH FLOOR, \\ SUBFLOOR AND FRAMING AND PROTECT EXISTING WALL AND ROOF CONSTRUc710N i A TO REMAIN, PROVIDE TEMPORARY SHORING BEFORE REMOVAL. TYPICAL \ THROUGHOUT COTTAGE -,ZONE AE (EL 11,0) (EL. 10.0)--- - \ j0 EXIST BERMS 'I s. AE ae 4 � A V% REMOVE EXISTING J' BRICKSTEP C - �REMOREAIOVE EXISTING DOORS. 62 PRIVATE RESIDEN STORAGE & COTTAGE REPAIR 170 PLEASANT STREET SOUTH YARMOUTH, MA 02664 ACHESON DOYLE PARTNERS ARCHTTEms, P.C. 44 WEST LED STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 r ® dporchEects,com DRAWING TNE GROUND FLOOR DEMOLITION PLAN ARYfXMF Saam nusca. �rF 51607.01 -. c AS EDGED 01 042019 XNECKLO DDAL RAWN SDRAWINGwn LP/DR owuD x ueoe A-101.00 ,WIND. 04 OF 15 e REMOVE EXISTING AT DOORS, FRAME & HARDWARE. -,ZONE AE (EL 11,0) (EL. 10.0)--- - \ j0 EXIST BERMS 'I s. AE ae 4 � A V% REMOVE EXISTING J' BRICKSTEP C - �REMOREAIOVE EXISTING DOORS. 62 PRIVATE RESIDEN STORAGE & COTTAGE REPAIR 170 PLEASANT STREET SOUTH YARMOUTH, MA 02664 ACHESON DOYLE PARTNERS ARCHTTEms, P.C. 44 WEST LED STREET NEW YORK, NY 10011 212 414-4500 FAX: 212 229-3819 r ® dporchEects,com DRAWING TNE GROUND FLOOR DEMOLITION PLAN ARYfXMF Saam nusca. �rF 51607.01 -. c AS EDGED 01 042019 XNECKLO DDAL RAWN SDRAWINGwn LP/DR owuD x ueoe A-101.00 ,WIND. 04 OF 15 CONSTRUCTION KEY FLOOR AREA SUMMARY BUILDING HEIGHT SUMMARY EXISTING CONSTRUCTOR TO REMAIN AREA OF STORAGE WITH PROPOSED HEIGHT OF STORAGE WITH PROPOSED 0 ALTERATIONS: 718 GF ALTERATIONS: 14.0(NO CHANGE) O NEW CONSTRUCTION AS SCHEDULED AREA OF COTTAGE WITH PROPOSED HEIGHT OF EXISTING COTTAGE: 12.8' ALTERATIONS: 579 SF HEIGHT OF COTTAGE WITH PROPOSED ALTERATION: 15.14' (NET INCREASE OF 2.5'1 '-INE WnNDows, TYP—�V� lW2 IAC A2U2 II ZN CEDAR SHINGLE 0S DRNER,BANY9AP� ;TRIM. VPICA �L TEW DOOR AS COPED -NEW DOOR AS OM`" NEW RO{L/UP 0000. AS SCHED. TPPICA_ ) sjmkqEA J JEW RM -UP DOOR AS SCHEDUUD EXISRNG WOOD SIDING 10-- REMRH AT THS WW AL- LPREP & SCARIFY DDI / STAB F ONCR FW y THICK REINFORCED TOPPING SITE 3 1 A401 5 09) DOOR HEV, CONCRETE GRADE SLOPE UP TO TOP OF FINISH FLOOR SIA, AT STORAGE UNE OF F DRNEWAY GROUND FLOOR PLAN SCALE: 1/4" = )'-0" 17-y4 ----------- - — — HIED 05 EXISTING HVAC NEW PA / FINISH AS SCHED EEOUIPMEM & PW NEWWITH BUIL UP (3) 2%12 HEADER VO i�.#n POSTS TO EACH SIDE REFERRTO DETaIS w5 I06 GEf e c O A LPREP & SCARIFY EXISTING OR NW CONCRETE SUB 2 THICK REINFORCED TOPPING EUB TOA 1 T1 5T,_ G€T pA -E 718 SP 01 4 6 FINISH FLOOR L TF -3 NEW SLn01NG DOORS A n£o, TYPICAL G102 R / / ORM \ k\ Ll pe°OE G� A E ]-G"f 1 MD� \ NEW ppNY FENCE & �— NEVI. 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LINE OF EXISTING QNgVAeG / 3 -STORY HOUSE (NO WORK) LINE OF E%141NI I� pRIVEWAY ONE OF EXISTING WALKWAY I it / I -,-ZONE AE (EL 11.0) (EL. 10.0) t � � OER �+ / Z �40� vjEa% vp? / ROOF PLAN N Alm SCALE: 1/4° - P-0" EXISTING STORAGE FXISTNG COTTAGE EXISTING 3-57ORY AREA OF WORK OT LINE AREA OF WORK DWELLING (NO WORK) --- LOT LINE Ar CU+ \ PLOT PLAN & KEY PLAN A1O3 SCALE: 1/64" - 1'-0" UNE OF PLANTER Ks ��N $1 FILING FOR SPECIAL PERMIT PRIVATE RESIDENCE STORAGE & COTTAGE REPAIR 170 PLEASANT STREET SOUTH YARMOUTH, MA 02664 ACHMN DOM PARTNERS - ,•� ARClIT iMS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414 4500 FAX 212 229-3819 nnf µgoddarchitects.com ROOF PLAN MWND 06 OF 15 u+CWRCP alEtT x 51601.01 - AS rvDTEo 01.04.261e �.x KM a. LP/DR DA A-103.00 MWND 06 OF 15 LIGHTING KEY OA A RECESSED DOWNLIGHT 4" DIA. H�B B WALL SCONCE --D D UNDERCABINET LIGHT �F E PENDANT (OF F FLUSH MOUNT CEILING LIGHT $ SWITCH ZEF EXHAUST FAN csD COMBINATION CARBON MONOXIDE & SMOKE DETECTOR (INTERCONNECTED SYSTEM) INTERNATIONAL RESIDENTIAL CODE 2009 (MA STATE BUILDING CODE) SECTION 314.3 SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. IN EACH SEEPING ROOM. COMPLIES. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. COMPLIES. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWLSPACES AND UNINHABITABLE ATTICS. COMPLIES. REFLECTED CEILING PLAN SCALE: 1/4° = Y -O" G WALL FRAMING TO OSEO RAFTERS ABOVE ON TES AS REQUIRED BOVE CKE $1 FILING FOR SPECIAL PERMIT 02/04/2019 PRIVATE RESIDENCE STORAGE & COTTAGE REPAIR 170 PLEASANT STREET SOUTH YARMOUTH, MA 02664 ACB SON DOYLE PARTNERS ARCHI7EC15, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX 212 229-3819 mm®oer,o,ohNecte.com REFLECTED CEILING PLAN awmcns ✓5vm xuuem. 51607.01 scuc, AS NOTED 01.04.2019 swam er. OA A-105.00 a me 08 OF 15 � NOLE PROPOSED ALTERATIONS RAISE NEW ROOF &FRAMING LINE OF IXISRNG EXISTING ROOF HEIGHT (COTTAGE ONLY) OVER BATHROOM ONLY ROOF TO BE REMOVED _.-_.-_------ ____----..---__---------------. - - -_ NEW ASPHALT SHINGLE ROOFING, TOP NEW GUTTER & DOWNSPOUT, ttP Y LI�J j EXIST CORNERTYP IA TI T EXISTING WINDOWS, ITP LLLJ - E%IST WINDOW TRIM, TYP E%IST CEDAR SHINGLE -- SIDING, TYP --- NEW iBkNRX0ARG-TYP a NEW BERM NEW CONCRETE FOUNDATION NP S\ J—L--IJE1N3i4NLS1FL `DNE OF PROPOSED FOUNDATION BEYOND COTTAGE -SOUTH ELEVATION Atm SCALE: 1/4" = 1'-0" NOTE: PROPOSED ALTERATIONS ROSE EXISTING ROOF HEIGHT (COTTAGE ONLY) NEW ASPHALT SHINGLE 1 ROOFING, TYP ]] IXIA CO0.NEROOARD TYP NEW GUTTER & DOWNSPOIR, TYP 1 J , EXISTING WINDOWS, TYP EXIST WINDOW TRIM, TYP '101 o C102 IXIST CEDAR SHINGLE SIDING, TYP --- NEW BANDBOARO TP4 NEW BERM -- NEW CONCRETE FOUNDATION, TIP NEW STONE STEP COTTAGE -NORTH ELEVATION nzm SCALE: 1/4" — 1'-0" $1 FILING FOR SPECIAL PERMIT 02/04/2019 NOTE: PROPOSED AUERA70NS RAISE NEW ROOF & FRAMING TOP OF PROPOSED RIDGE IXISTING ROOF HEIGHT (COTTAGE ONLY) OVER BATHROOM __----- ----- ---- ----- NNE OF EXISTING ROOF TO BE EL+25_2•'__- eryi REMOVED _ TOP OF EXIST RIDGE AA HE W NEW ASPHALT SHINGLE -- ' \\ ROOFING, M a NEW GUTTER & DOWNSPOUT, v yr 0 o j EXIST CORNEREOARD TYP- - - - a w ' EXISTING wlNDows, TYP EXIST WINDOW TRIM, TYP - ---- PROPOSED WATERTABLE v "" EXIST CEDAR SHINGLE EL +13-7 SIDING, TIP _ PROPOSED FINISH FLOOR - - - - - EL +12-4. 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ARD ttP - - - NEW SPENT - " -- BASE FLOOD ELEVATION EL +1 Y -O" TDP OF EXIST GRADE EL +10._5.. a I I I I I NEW STONE STEP ,0 --FROST UNE ----s ---_-1 - -r _--z- -- _ LJc V FR a.-4, BOTTOM OF FOOLING NEW STONE STEP zgcxxan 7 1" ONE OF NEW FOUNDATION BEYOND ACfIB50N DOIT.E PARTNERS COTTAGE - WEST ELEVATION ARCHITP"= P.C. P201 44 WEST 18th STREET NEW YORK, NY 10011 SCALE: 1/4" = V-0" 212 414-4500 FAX: 212 229-3019 Into®aaparcnitects.com EXTERIOR ELEVATIONS AKA rs P� NU eM 51607.01 su¢ oa�nxc09 OF AS NOTED 01.042019 MiAn BY:LP/DR exCat[e EW DA I A-201.00 oa�nxc09 OF IS TOP OF EXISTING RIDGE TOP OF EXISTING RIDGE ---_..------------\---_._._. _. __----------- __ __ -- EL +25-I -- - EL +25-1 -- \\ NEW CARIE TRIM, TYP TOP OF EXISTING FAVE / _. _ - �� n TOP OF EXISTING FAVE - _ 'V _---------------.- EL.+20 SQ D NEW GUIIER & DOWNSPOUT, -- �i NEW CORNERBOARD EYE b BIQ] Exlsnrvc wwoows, TYP. 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PROPU ALTEERATIONS RACE ' EXISTING ROOF HEIGHT (COTTAGE ONLY) NEW ASPHALT SHINGLE ROOFING i ' OVER UNDERIAYMENii TYPICAL - NEW COLLAR -TIES PATCH & REPAIR EXIST D0P OF EXIST RIDGE _________________ n N _ _ _ SHEATHING AS REO'0 - V EL.+23-0' -- --- ��--- �%LST3XT WD�AFTERS(VIF) NEW CLOSED CELL SPRAY -FOAM CANtt ----- ------ INSOLATION (Mw. R -3e) NEW PTD ARAB CATHEDRAL cEluNc NEW ALUM GUTTER SYSTEM, TYPICAL REMOVE EXIST ASPHALT SHINGLE ROOF PAINT EXPOSED ilE EXIST SHEATHING TO REMAIN, PATCH & r REPAIR AS REQUIRED. - _ BEAMS (EXISTING) EXIST RAFTERS TO REMAIN, TYPICAL EXISTING 2%4 WE FRAMING aaa[n. rX >REMAIN o }i �jj� SII REMOVE EXIST WE GUTTERS, TYPICAL PRIVATE RESIDENCE REMOVE EXIST PLASTER CEILING, TYPICAL p,�/`I 0.0. 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PROVIDE NEW VAPOR RETARDER IGEN SEES PLATE - ---- -'- -- SOV 1R YA MOU , MA 02664 [4 TEMPORARY SHORING PRIOR TO REMOVAL PROPOSED IT FLOOR ^ `NEXT WE SHINGLE SIDING OVER BUILDING EXIST 2%4 WD FRAMING TO REMAIN EL +12 -4 NEW 2 RIGID INSOUTION PAPER OVER NEW SHEATHING ('REMOVE EXIST SHINGLES SHEATHING (MIN R-10) NEW 'AZEK' BANDBOARD i0 MATCH HOUSE ANp BAND JOIST, PROTECT SHINGLES oPROPOSEp SUB ON GRADE _ - _ .NEW 6. THIGH REINFORCED NC COSTEM WALL_ ¶ __ ABOVEJO_REMANL --- EL.+t2-II" _ NEW BERM - --_ OE9GVER. REMOVE EXIST BRICK MASONRY 0 EOP 0; PROPOSED BERM / IIT Y y LNyEW COMPACTED GRAVEL- T tttt I. I II RE-GGRAIR S REQUIRED S V BASE FLOOp ELEVATION / III-� III III III I' li Y Y -+ iN EL +11'-p" y �n _ TOP OF EXIST GRACEh� C� III III III - IEL +10'-5" III NEW IW-)I{IOK R 1N OitCED CONL` II I III-' CRUS�WALt I E- D l FpRGEDl4�o0 .- I III VI FROST LINE�I�I III � I I Y �I -—I -_ f- � EL +]—a ____ ILL _ r A I� -- — EBDTTDM — CF FORCING k_ kb P c 1 � 1 7 -- 11 IIP I' I�I �� rCIIIIP. 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R-20) NEW PID GWB FINISH, TYPICAL t NEW T&G WO FLOOR IXISBNG 2X4 WE FRAMING 6• OVER PLYWD SUBFLOOR NEW 2X4 WE FRAMING & REINFORCEMENT - NEW 2X4 SLEEPERS NEW 2X4 WE FRAMING & REINFORCEMENT 1 NEW 'AZEK CHAIR RAIL _ 'G-NEW-SDIE PLATE - _.- NG _ NEW WO SHINGLE SIDING OVER BUIWING�� PAPER OVER NEW SPENDING NEW 'AZEK' BANDBOARD TO MATCH HOUSE NEVL6"iNICKREINFORCEOCONL STEM WALL- W BERM T., rs �, 0 tfi 0 G _ __ p€tq-RE{NF-LO LAR- 'uir NEW VAPOR RETAR ER �lE]N2 RIGID INS NSIO ,.'. ° -._ FILING FOR SPECIAL STONE TOP AT TUB 02/04/2019 NEW 'AZEK' CHAIR RAIL -NEW-SOL€-PLATE _R B NEW R SHINGLE SIDING OVER BUILDING PAPER OVER NEW SHEATHING NEW AZEK BAND MATCH HOUSE _ _ NEW_6-All REINFORCEO�pNC STEM WALL NEW BERM T J C \- _ _ _ C _.- .- _ ---� .- - NEW-C&APAGtEO GRAVEL --- 1j 6" PLUCILUMPACTED _ - I 7`•••""•'••CRWHED STONE BASE 10" NEW REINFORCED GONG FOD➢NCRUSHED STONE BACKFILL—COMPA I -I FROST LINEYC1[D BACKFILL 1 JIT—IIL_IL~I E . +Z'-1 \� BOROG OF _----- �FOOTING #5 DOWELS TO MATCH VERT. 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ER wa KITCHEN 'bw • Q PROPOSED HAIR RAIL FI COOIQOP _ PROPOSED INSOOUIING CO i A p�l MW I _ RTM'� SLID - ., 1 PE _ PROPOSED FINISH FLOOR ""� PROPOSED FINISH FLOOR - TUB SP001 EL +12'-4}" --_ < TUB '21-61-171-'2 2-'2 NORTH ELEVATION NORTH ELEVATION NORTH ELEVATION --- --- A4P1 $GALE: 1/4° - 1'-0" A4m SCALE: 1/4" = 1'-0" A4m SCALE: 7/4" - 1'-0" A TOP OF PROp SEO CEILINGn4o TOP OF PROPOSED CEWNGEO PRIVATE RESIDENCE ,9-� AIN STORAGE & 00COTTAGE REPAIR pROpasEO WAINECOT¶NGPATH EL +16'x"PDOPOSED� PROPOSED ISH FLOOR PROP95ED FlNISH FLOOR T El. +12'-4" -f 'e - _n _ EL +12'- ". - - r., I, - _ ___ �I PLEASANT pTpi]C I70 PL1if SAN1 STREET ` J SOUTH YARMOUTH, MA 02664 SOUTH ELEVATION SOUTH W A4oi SCALE: 1/4" - 1' 0" A4m /4"ELEVATION SCALE: 1 - 1' 0" 'TEED CEILING - --- EE KITCHEN GF1 ❑NNG ROOM HEPARTNEREMSON {AIR RAILulsH aooR DOYLE -- ARCHIEFDMS P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX' 212 229-3819 infoOodparchRects.cam �w EAST ELEVATION aaot SCALE: 1/4" = 1'—o" INTERIOR ELEVATIONS avcmrrzers axvccr xuusex 51607.01 A-401.00 w,xc. 12 OF 15 IDP OA F HE 'b M1 TOP OE WALL ,P EL. +20-1 TOP OF CEII ' TOP WAL 8 ,y TOP OF SIAB x Ta PA of 144 _ V EL +2a'_Sf• Top OF WALL ELV +20'-1" TOP OF SIAR _m _ EL +11 -} s COTTAGE NORTH ELEVATION A4az SCALE: 1/4" = 1'-0" z WEST ELEVATION A4a2 SCALE: 1/4". = 1'-0" #1 FILING FOR SPECIAL PERMIT 02/04/2019 PRIVATE RESIDENCE STORAGE & COTTAGE REPAIR 170 PLEASANT STREET SOUTH YARMOUTH, MA 07664 e SOUTH FLEVATION A4a2 SCALE: 1/4" = 1'-0" e EAST ELEVATION A4a2 SCALE: 1/4" = 7'-0" ACBESON DOYLP PARTNMS ARCHITECTS, P.C. 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 FAX 212 229-3819 info®ad0architects.com D�VNG TRE INTERIOR ELEVATIONS .� Tr S 51607.01 AS NOTED 01.04.2019 cxttxeo : oxcwx er:sr LP/DR DA A-402.00 wws_ 13 OF 15 HARDWARE SCHEDULE FIXTURE DESCRIPTION BRAND PRODUCT NUMBER SET j DESCRIPTION ITEM Y PEA UK MODEL FlNISH NOTES BRUSHED NICKEL A LOCKSET 1 BALDWN MORTSE LOCK, 5060 SERIES OIL RUBBED BRONZE ENTRANCE DOOR ELECTRON, NO ESCUTCHEON PLATE WATER CLOSET/SEAT KNOBPTANDUE EXTERIOR I BALLING 5015 ESTATE KNOB OIL RUBBED BRONZE - FLUSH LOVER MATCH FINISH KNOB ANDLE INTERIOR I ENTER, 8100 -MI -U515 MADISON IVORY (MI) SATN NICKEL 0515 SEEM 1D MATCH REGULAR ROSETTE JACLO ROSSTSCUTCHEON EXTERIOR I BALDWN 5020 ESTATE ROSE 2" OIL RUBBED BRONZE - KOHLER i ROSE ESCUTCHEON INTERIOR I ENTER, REGULAR ROSETTE - 6200 MADISON IVORT (MI) - K -7510583 -4 -BN BRUSHED NICKEL THUMB TURN 1 6751 TURN KNOB WILL ESCUTCHEON SATN NICKEL - - - HINGES 4 BALDWN ID80, 4%4 OIL RUBBED BRONZE - B103 Lx' OUR STRIKE 1 BALDWN (TO BE COORDINATED INTI LOCKSET FUNCTIONS OIL RUBBED BRONZE - HOSE METAL 6C HOSEKOHLER 000R STOP I BALDWN, 4505 FLOOR BUMPER SATN NICKEL SUPPLY ELBOW BANCROR WATER SUPPLY UNION ROHLER SILENCERS -3 LIVES GRAY PAINT WHITE KOHLER K -9069 -BN DOOR KNOCKER 1 SOUTH YARMOUTH BRASS BRONZE FRANKE CU%11021 STAINLESS - STRAINER STRAINED BASKET FOR SINK FRANKE 906 STAINLESS 0 UTCHSET 1 PRICE SATN NICKEL MORAM RAINLESS - 9 KNOB 1 EMTED 8100 -MI -U515 MADISON IVORY HAD SATN NICKEL (US15) STEM i0 MATCH REGULAR ROSETTE GO ROSE 1 EVER, REGULAR ROSETTE - 82DO SATN NICKEL RHR A 3'-O" TURN 1 BALDWN, 5751 TURN KNOB WTH ESCUTCHEON SATN NICKEL COMES WITH EMERGENCY RELEASE GZ EETHUMB HINGES 3 BALDWN 1080. 4X4 SATN NICKEL - PTDWOW g DOOR STRIKE 1 BALDWN i0 BE COORDINATED WlH LOCKSEi NNCTONS SATN NICKEL - 7-0" 1j' SILENCERS 3 IBES, SR66 GRAY PAINT WHITE - g DOOR STOP 1 BALDWN, 4505 FLOOR BUMPER SATN NICKEL 1'-9" 1'-6" PT HI J1 S1 Cv UTCHSET 1 EMTEK SATN NICKEL KNOB 1 EMTEK, BIOD-MI-US15 MADISON IVORY (MI) SATIN NICKEL US15) STEM TO MATCH REGULAR ROSETTE V-8° ROSE 1 EATON, REGULAR ROSETTE - 8100 SATN NICKEL - - - HINGES 3 BALOWN 1080. 04 SATN NICKEL COTTAGE BEDROOM LL �I DOOR SEEKS 1 BALDWN TO BE COORDINATED WITH LOCKSET FUNCTONS SATN NICKEL - - - SILENCERS 3 IVES, SR66 GRAY PAINT WHITE - GJ DOOR STOP 1 BAUDAMN, 4505 FLOOR BWPER SATIN NICKEL DTR A 2'-T 6'-B" if - - - - D - - - C COEADE LUNG ROOM TO BEDROOM C104 BITA COTTAGE 2-3°6'-T W17 2'-2 3'-B" PT H1 J1 S1 C COTTAGE COTTAGE KITCHEN TO EXTERIOR C105 SHE A 2-6' 6'-B' 1j' PT H1 J1 S1 EXISTING WINDOW COTTAGE BEDROOM W19 A 1'-11 " 8'-10" F H1 J1 S1 EXISTING WINDOW COTTAGE UMNG ROOM W20 E PT H1 11 SI EXI STI NG WINDOW COTTAGE UMNG ROOM W21 1'-9" 3'-10" PT H1 J1 51 EXISTING WINDOW COEAGE UMNG RDOM W22 1'-9" 3'-10" BE H1 J1 S1 EXISTING WINDOW PLUMBING SCHEDULE FIXTURE DESCRIPTION BRAND PRODUCT NUMBER FINISH NOTES IAV FAUCET BANCROFT WIDESPREAD W/ METAL HANDLES KOHLER K -10577 -4 -BN BRUSHED NICKEL 3" % 17-1/e" % 21 -1 /2" UV SINK CAXTOR 17 X 14 OVAL UM NOTES K-2210-0 WHITE WHITE WATER CLOSET/SEAT MEMOIRS STATELY 1PC ELONG COMFORT W/ SEAT KOHLER K-3813-0 WHILE 1 FLUSH LOVER MATCH FINISH KOHLER K -9167 -L -BN BRUSHED NICKEL GWP FINISHED SUPPLIES EXPOSED SUPPLY AND STOP MATCH FINISH JACLO - BRUSHED NICKEL - SHOWER ROUGH PRESSURE BALANCE VALVE KOHLER K-8304 STORAGE 1 TO EXTERIOR B102 SHOWER TRIM BANCROFT VALVE W/ HEAD KOHLER K -7510583 -4 -BN BRUSHED NICKEL - DNERTER ROUGH 2-3 WAY MASTER BOLSTER KOHLER K -728-K - - DNERTER TRIM BANCROFT MASTER DIVERTED KOHLER K -T10595 -4 -BN BRUSHED NICKEL B103 HANDHELD BANCROFT 2.5 MULTI LUNG KOHLER K -10597 -BN BRUSHED NICKEL - HOSE METAL 6C HOSEKOHLER - K -9514 -BN BRUSHED NICKEL - SUPPLY ELBOW BANCROR WATER SUPPLY UNION ROHLER K -10574 -BN BRUSHED NICKEL 8104 SLIDE BAR 24° SLIDE BAR KOHLER K -9069 -BN BRUI NICKEL - KITCHEN SINK CUBE 23 X 10 X 9 UM FRANKE CU%11021 STAINLESS - STRAINER STRAINED BASKET FOR SINK FRANKE 906 STAINLESS B105 KITCHEN FAUCET I ARITFACTS DECK MOUNT BRIDGE W1 SS I KOHLER K -76519 -4 -VS MORAM RAINLESS - APPLIANCE SCHEDULE APPLIANCE BRAND/MODEL NUMBER DIMENSIONS (HaW.D) FINISH QTY DESCRIPTION U.C. REFRIGERATOR GE, GDE03GGKWW 33-3/6" % 20-1/8" X 18-3/4" WHITE 1 WIDTH BOORISH GE, JP256BM/COM 3" % 17-1/e" % 21 -1 /2" BLACK 1 FINISH MICROWAVE GE JVM316005 15-3/4" % 29-J 8" % 15-1 4" WHITE 1 JAMB DISHWASHER BOSCH, SP353U52UC 32-1/16" % 17-5/8" % 22-9/0' WHITE 1 RH SEE DOOR SCHEDULE FEE]S � — <A> DOOR TYPE A SCALP 1/2"=1'-0" SEE DOOR SCHEDULE B DOOR TYPE B SCALE: 1/2"=1'-0" DOOR TYPE C SCALE 1/2°=1'-0" INTERIOR DOOR & FRAME SCHEDULE BUILDING ROOM NAME MARK DOOR FRAME HOWR SEF NOTES SWING TYPE WIDTH HEIGHT THK UNDERCUT MAIL FINISH MAIL FINISH DETAIL HEAD JAMB SADDLE STORAGE STORAGE I TO EXTERIOR 6101 RH A 3'-0" 7 -FO 1X'" GWP - - - - - - - A REFER TO PALM AND FINISH SCHEDULE STORAGE STORAGE 1 TO EXTERIOR B102 ROLL -UP C 7-8j" 7 if - - - - - - - - D BATHROOM STORAGE STORAGE 2 TO EXTERIOR B103 SLIDING B Y -e" 7-7m 1p'" - - - - - - - - E - STORAGE STORAGE 2 TO EXTERIOR 8104 SLIDING B 1-8" Y -Y 1j - - - - - - - - E EXISTING WINDOW STORAGE STORAGE i TO STORAGE 2 B105 RH A ZF 7-P 1C°' - - - STORAGE1 CONCRETE STORAGE STORAGE W8 GO PID STORAGE STORAGE 1 TO EXTERIOR 8106 RHR A 3'-O" 7-0' 1p°' - - - - - - - - A PTDWOW STORAGE STORAGE 1 TO EXTERIOR B107 ROLL UP C 7-8�"_ 7-0" 1j' - - - - - - J1 51 EXISTING WINDOW COTTAGE UMNG ROOM W11 1'-9" 1'-6" PT HI J1 S1 EXISTING WINDOW COTTAGE USING ROOM W12 COTTAGE TICKS ROOM TO EXTERIOR C101 RH A 2'-T V-8° if - - - - - - - - A J1 51 COTTAGE BEDROOM C102 W14 A S-6" 6'-8" 1f - - - - - - - - A FOR EMERGENCY ESCAPE & RESCUE COTTAGE BATHROOM TO BEDROOM C103 DTR A 2'-T 6'-B" if - - - - - - - - C COEADE LUNG ROOM TO BEDROOM C104 BITA COTTAGE 2-3°6'-T W17 2'-2 3'-B" PT H1 J1 S1 C COTTAGE COTTAGE KITCHEN TO EXTERIOR C105 SHE A 2-6' 6'-B' 1j' PT H1 J1 S1 EXISTING WINDOW COTTAGE BEDROOM W19 A MATERIAL AND FINISH SCHEDULE BUILDING ROOM NAME FLOOR BASE WALLS (BOUND CROWN LOOR/WNDOW BIMDOORS MATERIAL NOTES MATERIAL FINISH MATERIAL RNISH MATERIAL FINISH MATERIAL BNGH MATERIAL CHIEF MATERIAL FINISHMATERIAL I FINISH COTTAGE LIVING ROOM WOOD J1 S1 MOD STORAGE GWP PRT GO PID GRAB BAR 2 -6' 1'-9° PLO WOW PID REFER TO PALM AND FINISH SCHEDULE COTTAGE BEDROOM WOOD - WOOD - GO PID GO PID Pi WOW PID WOOD PTD REFER TO PAINT AND RNISH SCHEDULE COTTAGE BATHROOM TLE WASTE BIN TLE - AWN PFN/TILF AWN PRI J1 S1 EXISTING WINDOW WOW Pro WOOD PTI REFER TO PANT AND FINISH SCHEDULE COTTAGE KITCHEN WOOD - WOW - NO Pro GO PTD STORAGE 2 *�QDWOOD WOOD PTD WOOD Pro REFER TO PAINT AND RNISH SCHEDULE 1'-11 " 1'- PT H1 A S1 EXISTING WINDOW STORAGE STORAGE 2 W] 1-111 1'-8}' PT STORAGE STORAGE1 CONCRETE STORAGE STORAGE W8 GO PID GO PIDMOD 1-11 ' 1'-8�1" F PID WOOD PID REFER TO PAINT AND FINISH SCHEDULE STORAGE STORAGE 2 CONCRETE GWB PID GO PTDWOW HI J1 S1 EXISTING WINDOW PTD WG"9 PDT REFER TO PAINT AND FINISH SCHEDULE WINDOW SCHEDULE BUILDING ROOM NAME MARK TYPE MODEL j MANUFAC SERIES DIMENSIONS MATERIAL FINISH DETAIL NOTES. WIDTH HEIGHT 2 JAMB SILL STORAGE STORAGE 1 Wt TP HOLDER KOHLER K-14377, PURIST 1 2'-10" 2'-0" PT H1 J1 S1 EXISTING WINDOW STORAGE STORAGE I W2 60" GRAB BAR 2 -6' 1'-9° K-11891, PURIST PT H1 A S1 EXISTING WINDOW STORAGE STORAGE 1 W3 K-11893, PURIST 1 SATIN NICKEL 24" 2'-10' 2'-0" Pi H1 J1 S1 EXISTING WINDOW STORAGE STORAGE 1 W4 KITCHEN WASTE BIN HAFELE EASY CARGO 40 1'-111" I'-81" PT HI J1 S1 EXISTING WINDOW STORAGE STORAGE 2 W5 3'-2" 2'-2" BE H1 A 51 EXISTING WINDOW STORAGE STORAGE 2 W6 1'-11 " 1'- PT H1 A S1 EXISTING WINDOW STORAGE STORAGE 2 W] 1-111 1'-8}' PT H1 J1 S1 EXISTING WINDOW STORAGE STORAGE W8 1-11 ' 1'-8�1" F H1 J1 S1 EXISTING WINDOW COTTAGE MINES ROOM W9 1'-11" 4'-i " Pi HI J1 S1 EXISTING WINDOW COTTAGE END ROOM WIT) 1'-11" 4'-1'L" _ pT H1 J1 51 EXISTING WINDOW COTTAGE UMNG ROOM W11 1'-9" 1'-6" PT HI J1 S1 EXISTING WINDOW COTTAGE USING ROOM W12 1 -9' 3'-10" W H1 J1 51 EXISTING WINDOW COTTAGE KITCHEN %13 1'-9' 3'-10" F H1 J1 51 EXISTING WINDOW COTTAGE BATHROOM W14 1'-8" P-3' PT HI J1 S1 EXISTING WINDOW COTTAGE BATHROOM W15 1'-4" 3'-5" F H1 J1 S1 EXISTING WINDOW COTTAGE BEDROOM W16 2'-2" 3'-8" F HI J1 S1 EXISTING WINDOW COTTAGE 6EDROOM W17 2'-2 3'-B" PT H1 J1 S1 EXISTING WINDOW COTTAGE BEDROOM W18 1'-9' 3'-10" PT H1 J1 S1 EXISTING WINDOW COTTAGE BEDROOM W19 1'-11 " 8'-10" F H1 J1 S1 EXISTING WINDOW COTTAGE UMNG ROOM W20 1'-0" V-6° PT H1 11 SI EXI STI NG WINDOW COTTAGE UMNG ROOM W21 1'-9" 3'-10" PT H1 J1 51 EXISTING WINDOW COEAGE UMNG RDOM W22 1'-9" 3'-10" BE H1 J1 S1 EXISTING WINDOW BATHROOM ACCESSORY SCHEDULE BUILDING ROOM ITEM MANUFACTURER MODEL NUMBER Ory FINISH DESCRIPTION COTTAGE BATHROOM TOWEL BAR KOHLER K-14435, PURIST 2 SATIN NICKEL 18" TP HOLDER KOHLER K-14377, PURIST 1 SATIN NICKEL SHOWER CURTAIN ROD BARCLAY 4100 -60 -CP 1 SATIN NICKEL 60" GRAB BAR KOHLER K-11891, PURIST 2 SATIN NICKEL 12" GRAB BAR KOHLER K-11893, PURIST 1 SATIN NICKEL 24" ROBE HOOK KOHLER K-14443, PURIST 1 SATIN NICKEL COTTAGE KITCHEN WASTE BIN HAFELE EASY CARGO 40 3 PAPER TOWEL HOLDER GEORGIA PACIFIC 12V373 3 PRIVATE RESIDENCE STORAGE & COTTAGE REPAIR 170 PLEASANT STREET SOUTH YARMOUTH, MA 02664 44 WEST 18th STREET NEW YORK, NY 10011 212 414-4500 CAN 212 229-3819 info®Od po rch ltects.com DRAMN4 ICE SCHEDULES AND DOOR TYPES AFSiLTtt PRW= XVu 51607.01 A-601.00 14 OF 15