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HomeMy WebLinkAbout51 Park Ave Demo Delay TOWN OF YARMOUTH 1146 ROI i7'E 28.SOI 1'111 YARMOI ITI I.MASSACI IHSF ITS 02664-4451 .I.clephonc(508)398-2231 Ext.1292 Fax(508)398-0836 YARMOUTH HISTORICAL COMMISSION NOTICE OF INTENT TO DEMOLISH A HISTORIC BUILDING To be submitted to the YHC along with Demolition Permit Application Date of Application: 74/ZO Demolition: (circle one): Partial or(fotal)Building Address: S -1111.1% A 4 ) T y/4,C44o 14, Am Assessor's Map # 2-0 Parcel# 2 Li Year built: 11-57 Rea on Building is Considered Historic(check all that apply): —Over 75 Years Old Located in the South Yarmouth/Bass River National Register Historic District_Listed on National Register of Historic Places Resource for historic listings:Massachusetts Cultural Resource Information System:www.mhc-macris.net Property Owner: J e SS ICI -- 61--61.1,‘d04 Ze I Qt', OW Address: s1 pat iL J 3 City/Town: State: Zip Code: Phone#: Cellll# 1A)t S�`//}vl(3U , MO-- 0 Z,(� q 3 31 a 1 Email: deSSI�IDpSt� 9rV1Gtit,. LdM Signature: Date: 21 Z) 2021 Agent/Contractor: /vlvl.�E.00---- J , M,vu.F� -so.)r L)1�7h 1� /LF�ior 61)C-LIA47 , t CC Address: 17,111 S-roith Mlu-a7 , 444- U24YS/'?7 487 - 1,"?7 5 City/Town: State: Zip Code: Phone#: Cell# Email:TODU ® Muh1-&JT5U11-"D/ , COM Signature: Date: Al 7, dz,/ RECEIVED Reason for demolition'equest: 3Q11-4)1NCI &16-J 14M C FEB - 2 2021 YARMOUTH OLD KING'S HIGHWAY Proposed reuse of property: iz_oumb Fti GL.— 7144_ X51 N Description of structure to be demolished: ILA 5TDrti`( ( A. "J t10A4-t '•c STYIIc K>;r " Please include with application: •Color photographs of all sides of the structure being proposed for demolition • Map showing location of property • History of the building/property (if known) Updated 91017 •1 ihninei ri- ',,s ip ,.. , - ------,:i . 1, . . .0 - . :.:,-.. 1 01,.,,,k _i _ 7/ ., ' '.' \i'irj ,* ` f Vali . 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DECRIPTON ROUGH OPEN'G NOTES — — A MNDOW 15 MID./11104410 DH 30 1/e•.60 7/e• DOUBLE mo POCKET • O • S AND./111 N 40 2432 D.. 30 1/6'. 7/6' stainless teal 0 0 R co R cable • ,I system ^ •„ /�v I C • ♦ MO.KC335 CASEMENT 72 1/2-.41 5/6- R TEMPERED GLASS — SITTING O — E 2 Iwo.#A21-3 IMNI IG n 1/e•.z�5/8" G.• o MM.#.2442 off JO 1/6•.52 7/6• DOUBLE STUD POCKET • ' „ AREA B O1 •••-, N - e AND.11112431011OH 30 1/r.46 T/e- DOUBLE 5100 POCKET ulr-6'2 K 13'-6'i: ,.1 ROOF DECK — © I -0 — 0 • 1 AND.forma.)OVAL 24 1/2'.36 1/2• •^ .w�L • F'I SI SKYLIGHT I VELUM OWEROOF ACCESS WINDOW 26 1/2'.46 7/6• FOR ROOF DECK ACCESS OR EOUN. \/\ / SERFS SME ..•_T• 3-0 s'-6' 7.-10' --C) _/) — I DOOR 1 3/0.6/6 WAN STELE'S1L 3e 1/2•.e3 1/2• SEE OWNER �f �J N DOOR J 2/6.5/e FULL YIEW OIL 36 1/2 •.53 1/2• RUINS BETWEEN 0 0 II ® 1`,_J• i7 •� IM FX.WO.0600 1 ANO.IFWH 6066 PALR T2'.50• CUSS — RR ^ IV DOOR 1 3/0.6/6 ST.11RE-0008 36 1/2'.63 1/2- NO CLASS WWS4 - IL 3F: .4.,..61,,,.:.3 © - w BASEMENT ■ r 12'�6 �, r USE E GLASS BE DETERMINED BY OWNER B II r L •i I '� I L_--' - 47,l ',reabce -OPTIONAL INTERIOR/EXTERIOR CRIME SnlW ^ I 1. -VERIFY AU.ROUGH OPENINGS PRIOR TO CONSTRUCTION I. • I 71. I I •w m -VERIFY ALL MILLWORK PRIOR TO PURCHASE --- A_,270 o*IT — I 1 iL-_L 11 Ir 1 � r--- 11 A 11= -0 — 7 i r m1k/e6T N r r NOON I'Iii:TiJn°. I I e.a.ems I --I -© FiMIs Ij I� 11.1 pocket a IIS �eL IlL in I 16 .uf :0,:LINEN 6 LINED 't' : s CL° .nIII. ID . : 113 II A-151 t SF. Al__..._.`1j 1,1 O ®*Oil! N B Q 1„ I I 1 P LIMINAI? Y 1 `2`6' I 0 1 2 H H 12 IIIIIMMMIEM=M=M= =— PROPOSED RENOVATION AND ADDITIONS ALL CONSTRUCTION TO BE PERFORMED IN STRICT BRAD and JESSICA Z E LC H COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING 51 PARK AVENUE WEST YARMOUTH CODE, NINTH EDITION AND WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS FOR EXPOSURE C WIND LOADS - 110 MPH -PROPOSED SECOND FLOOR PLAN ARC Designs.LU: ANY STRUCTURAL ENGINEERING REVIEW, IF NECESSARY, 0141 R.CABRAL IS AT THE DISCRETION OF THE BUILDING COMMISSIONER SON.737.N261 AND WILL BE THE RESPONSIBILITY OF THE OWNER OCTOBER 2020 7 OF 9 (4) 12'x 36' CONC.PIER ON STATEMENT r BFOB"Wo-Foot FOOTING FORM ���I OF ELEVATIONS RSA, Ia1 1 ( �- 40) L E3 - ' I 1 PROVIDE SIMPSON STHO1ORJ T EXISTING 99— HOLDOWN STRAP AT EACH ( 1/2" = 1' - - -_- 2"x 8'JOISTS CORNER(6 TOTAL) FIRST FLOOR 16"O.C. •VERIFY ALL DETAILS WITH BUILDER I 7-4"2 I EL=14.0't _ ADJUST AS REQUIRED ITOP OF FOUNDATIONLi 2'x 6"PT SILL EL. 13.25'± 0 /4 HORIZONTAL ON SEALER :'_° I a �a-ti TOP BAR TO ENGAGE DESIGN FLOOD "9.g-` . 2DECK HOLDOWN EL.=12.0'± 9, H x m I (ABOVE) SET BARS DOWN Iv 80 3"TO CLEAR FAR I DRILL-ORAE BOLTS BASE FLOOD(AE 11) f—10'CONCRETE WALL EL-11.0't - 7'-9't HT. TOP OP EXIiTINU CORNER ANCHORS; 22'-9't - Fi!UNLATION SIMPSON STH010RA EL. = 0.0'0 HOLDOWN STRAP AT EACH STANDARD 10"WALL; - -- CORNER(6 TOTAL) i!,OW FULL W/PARS OF/4 BARS TOP,MIDDLE(BELOW BASEMENT UFTNG BEAMS)& kl BOTTOM _-^'- A f)'1 f7l r]l f-1 - r J •10"x 7'-9"t CONCRETE WALL 2' 4' DROP WALL 12' KEYWAY — AT GAR.DOORS GARAGE SLABEXISTING ROAD EL.-5.75'3 4"CONCRETE TOP OF FOOTING GRADEN. EL. All -5.4't EL..95.!'tAB w E.CC EXIST.2'.6' GARAGE. UOOH EMI~- JOISTS.Or O.C. T LSE i � I I I in aSTANDARD 10"WALL; ` in D.... • W/PARS OF/!BARS �5 OBS.GW • LL * TOP,MIDDLE(BELOW t r L' OUFRNG BEAMS)k ' ----- fj 3 0 EL-2.4't ^M^ L_ - N •i BOTTOM I I I u H n 2"x 6"STUD WALL i DWELLING: II ON B"v 48"CONC. a • NEW BASEMENT FROST WALL/FOOTINGO 5/B"ANCHOR BOLTS I STAR LOCATION 36'O.C.MAX. &W/IN 1'OF I, 9' v. OVERHEAD ALL CORNERS VERIFY DOOR&WIN DOW USE 3"x 3'x 1/4' LOCATION WITH OWNER IGAPAGt Dudd, PLATE WASHERS —1; i— BUN SAM TWlll I AS MRM 1------- ALIGN WALL SO 3/4"CDX BEAM POCKETS;DEPTH TECHNICAL SPECIFICATIONS STANDARD FOOTING; ENGAGES THE OF BEAR+1'FOR WALK-OUT BEARING WALL; NG; 4"v 6"SILL PLATE.THE GROUT&1/4"LEVELING 2'x 6"KD SPF 0 18"O.C. 20"v 12"CONT. RIM-JOIST&12"OF THE PLATE. 'NOTE THAT TOP W/DOUBLE BOTTOM PLATE. ,I 3 CONCRETE FOOTING FIRST FLOOR WALL STUDS OF BEAM+SLEEPER- SOLE TO BE PT W/LONGER PROPOSED FOUNDATION PROJECT NO.P20-X% (REMOVE EXISTING BOARDS) TO TOP OF 4'x s'SILL 10248'100.IN WALLBW% 1.RE-BON-GRADE 60 ASTM A615,CLEAN AND FREE FROM HEAVY RUST 4. FILL(BACKFILL)-TO CONSIST OF CLEAN,COMPACTABLE MATERIAL EXTENDING I 42'-B"2 FOUNDATION I -MINIMUM BAR LAP DISTANCE:24"FOR j4 BARS INTO IN-SRU SILTY-SAND SUBBASE. UPON EXCAVATION OF FOUNDATION -MINIMUM BAR LAP DISTANCE;2B"FOR/5 BARS HOLES ALL BASES AND FILLS TO BE MECHANICALLY COMPACTED WITH ROLLER -STEEL BAR LAYOUTS AS SHOWN OR PLATE COMPACTORS PRIOR TO PLACING BOARD FORMED FOOTERS OR -STEEL BAR COVERAGES; 3"WHEN CAST IN SOIL, 2'AT FORMWORK SLAB STRUCTURE. IN THE ABSENCE OF SPECIAL TESTING FILLS TO BE BUILT- PERIMETERS UP AND COMPACTED IN UNIFORM LIFTS NOT TO EXCEED 9"MEASURED BEFORE FOUNDATION PLAN WELDED WIRE MESH-GRADE 60 ASTM AI B5,CLEAN MND FREE FROM COMPACTION. APPLY TO EACH LAYER A MINIMUM OF FOUR(4)COVERAGES HEAVY RUST ( -MINIMUM SIZE 6v6x2.1 x2.1 WITH EITHER A VIBRATORY ROLLER OR FLAT PLATE COMPACTOR. 1/4' : 1, -PROVIDE 3"RISERS FOR CENTERING IN SLAB CONSTRUCTION 5. FOUNDATION DESIGN ASSUMES SOIL IS A MEDIUM-COARSE GRAVELLY SAND. SHOULD VERY DIFFERENT IN-SITU MATERIAL BE ENCOUNTERED A DETAILED •VERIFY ALL DETAILS WITH BUILDER 2.CONCRETE-FOOTINGS-MINIMUM F'E-3,000 PSI ANALYSIS WILL BE REQUIRED. ADJUST AS REQUIRED -EXPOSED WALLS-MINIMUM FE-4,000 PSI DESIGN ALLOWABLE BEARING-3,000 LBS/SO.FT. -FLOOR SLABS(EXPOSED,HARD WEAR)-MINIMUM rC-4,000 PSI MAXIMUM AGGREGATE SIZE -/'BLEND; TYPE IA 5-7%NR THIS IS BEFORE DEPTH INCREASES AND APPUCATION OF A 1.5 FACTOR OF p 11L 1 M I N A I Y ENTRAINMENT SAFETY AGAINST SETTING,SLIDING AND FLOATION DUE TO FLOODING O STRIP WALLS ACTION ARE APPLIED. 1�Gr R NO -SOONER THAANIC 36 VIBR r {.R M I 1 T I N G 0 1 2 tl 12 -MECHANICALLY VIBRATE ALL REINFORCED FOOTINGS -FORMED IN PLACE FOOTERS ARE NOT ALLOWED. NO FOOTERS SHALL EISFIIW PLACE 6 EA SMART-VENTS MDL 1540-524 IN THE LOWEST GARAGE I_11 BE PLACED IN WATER. I--I DOOR PANEL(3 PER DOOR) 3. FOUNDATION TE-GOWNS -UPUFT ANCHORS;SIMPSON NOUS HOLOOWNS OR SIMPSON 5THOR014 PROPOSED FOUNDATION STRAP-TIE HOLDOWNS -STANDARD;r x 12"GALVANIZED BOLTS. MINIMUM 2/PIER OR 24"O.C. BRAD and JESSICA ZELCH _ — — — — _ 51 PARK AVENUE WEST YARMOUTH ALL CONSTRUCTION TO BE PERFORMED IN STRICT P20-XX -FOUNDATION PLAN -TECHNICAL SPECIFICATION COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING ARC D4sipnW.uc CODE, NINTH EDITION AND WOOD FRAME CONSTRUCTION PHILBROOK -STATEMENT OF ELEVATIONS ALAN R.CHIRAL MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS ENGINEERING WW.nz4:4 FOR EXPOSURE C WIND LOADS - 110 MPH OCTOBER 12, 2020 1 OF 1 INSULATION: 0"FIBERGLASS INSUL-R20(WALLS) HIGH RAFTER PES; 9"FIBERGLASS INSUL.-R30(FLOORS) I'x 8"RAFTER TIE COMBINATION OF TIGHT TO UNDERSIDE 7 i'CLOSED CELL SPRAY FOAM INSUL. OF RIDGE &14"FIBERGLASS INSUL m 151(CEIUNG) OR OVER DGEAIB STRAPCASPHALT SHINGLES/ CONTINUOUS RIDGE PE OVER RIDGE EACH 5/8'PLYWOOD 801107 1.LVL RAFTER SET SHEATHING 11.875'LVL (NON-BEARING) PROVIDE SOLID BLOCKING AT a PANEL EDGES PERPENDICULAR TO FRAMING MEMBERS IN THE IT O JOIST BAYS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 o4.-F0-RS 4'-00"O.CV(FLOORS&ROOF) 42" HAND RAIL - -a -4'a 4'PT 5TH POSTS SHORT GABLE RAFTERS; -POST CAPS 2'x 10"KO SPF -i"a 6"TOP RAIL . - 0 18"O.C. -2"a 4"TOP&BOTTOM _ RAIL - -1 j"A 1 i"'CAPTURED" SHORT GABLE RAFTERS; + . BALLUSTERS 0 5'O.C. 2"a O 1e KO 16'O.C. ] p 1 1 ] ] 1 1 ] ] 1 ] 1 1 ] ]_] 1 1 - 4"a A"PT SYP THRU-DECK POSTS T _..LI _-_- _- .-- '11 = 4 - (]EACH SIDE). LET THRU DECKING CEIUNG JOISTS; TIGHT TO LVL RIDGE AND VALLEY 2'x 8"KO SPF 2"a K.a T-9"KD SPF I/2'PLYWOOD --- ---- - - J, - BE Of MPSON STAIDBWSTRAP PAIRTIE 0 18'O.C. 16'O.C. PROVIDEB EXT.SHEATHING SINGLE SHOE AND DOUBLE •j (RUN CONTINUOUS ..__ TOP PLATES. m TO ENGAGE TOP PLATE HEADERS IN-WALL TO TO TOP PLATE) > FLUSH DOUBLE PT BOX JOISTS. BE 2/2"x 10" PROVIDE SOLID BLOCKING z - THRU POSTS W/PAIRS OF i" W/i"COX FLITCH PLATES FOR FULL PERIMETER O HEIGHTS SPECIFIED I INCLUDENLV.CARRIAGE Of BOLTS(TO 5/4"T&G ADVANTECH PLYWOOD NNUNG DEPTH OF BACK SUB FLOOR(N&0) C BLOCKING) RIM. JOIST; CONT. r . O 1.VE a 11.875" - BCI VERSA-LAM UM LVLs (� —..--- - - ADO(5)2"x 4" z OPENING HEADERS . RUN THE FULL FACE TOP PLATES TO OF THE 2N0.FLOOR EXISTING STUD WALL i &TRIMMERS; BOX ONLY ''i 2/2"a 10"PT SYP DOUBLE HANGERS; SECOND FL.JOISTS; r - 7 SIMPSON LUS28-2 ZMAX 11 i"TJI FLOOR JOISTS - _ OR GALVANIZED •12'O.C. M I LI I O I p —.— FUSHUG',IUD LI- — - - ,- -, 1 WALT. - 14'-0"(JOIST SPAN) _JL. II II II II 1 II II ll II II II 1 II II_ IL . —.� Roof Deck • ' Sale: 1/4•-1' AREA = 196 ± SF. SEE FOUNDATION PLAN •, f" l I I rl- - 11 FRAMING SECTION "N" ( V4" - 1. ) L 24.-2" •VEIFY ADJUST�AS REQU1IRRED LIN BUILDER P p 1, 1 M I N A p Y 0 1 2 4 8 12 TFINWI PROPOSED RENOVATION AND ADDITIONS BRAD and JESSICA ZELCH ALL CONSTRUCTION TO BE PERFORMED IN STRICT COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE, NINTH EDITION AND WOOD FRAME CONSTRUCTION 51 PARK AVENUE WEST YARMOUTH MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS FOR EXPOSURE C WIND LOADS - 110 MPH -FRAMING SECTION "M" ARC Design•,uc ANY STRUCTURAL ENGINEERING REVIEW, IF NECESSARY. -ROOF DECK FRAMING PLAN AAS RST ABRAL IS AT THE DISCRETION OF THE BUILDING COMMISSIONER OCTOBER 2020 9 OF 9 AND WILL BE THE RESPONSIBILITY OF THE OWNER INSULATION: PROVIDE STUD BLOCKING AT HIGH RAFTER TIES; HIGH RAFTER TIES; 6'FIBERGLASS INSUL R20(WALLS) PANEL EDGES PERPENDICULAR1'z°'RAPIER TIE TO FRAMING MEMBERS IN THE 1'z B'RAFTER TIE 9"FIBERGLASS INSUL.-R30(FLOORS) ASPHALT SHINGLES/ TIGHT TO UNDERSIDE FIRST TWO JOIST BAYS TIGHT TO UNDERSIDE 5/8"PLYWOOD OF RIDGE COYBIIA710N OF •4'-0OF RIDGE'O.0(FLOORS&ROOF) SHEATHING OR SIMPSON RIDGE- STRAP 7]'CLOSED CELL SPRAY FOAM INSUL. OR SIMPSONOVERLSTAIB STRAPTIE OVER -EACH &14'FIBERGLASS INSUL.-R51(CEILING) TIE OVER RIDGE-EACH LONG SLOPE RAPIERS; RAFTER SET RAFTER SET 2"z 10"KD SPF 0 16"O.C. LONG SLOPE RAFTERS;...- _ ASPHALT SHINGLES/ I r f f f I I t f f 1- 2';',06".K°SPF5 SHFATHWOOD LllLILlL O.C. CEILINGJOIST LAP SPLICE; 6 CA. 16E BOK ��� (.131 PNEPNEUMATIC)IWLS I s +III 1 Ii illi /16_i t IIIIII/IIII - _— -III ' _ PROVIDE HR CEILING JOIST LAP SPLICE: SIMPSON H°TIE 2'z°'KD SPF 6 FA 16d BOX - EACH RAFTER CEIUNG JOISTS (.131 PNEUMATIC)NAILS 0 16'O.C. 115 1/2"PLYWOOD 2'z 6'z 7'-9'KO SPF .44 2'z 6"z 7'-9'KD SPF UT.SHEATHING 0 16'O.C. PROVIDE 0 16'O.C. PROVIDE (RUN CONTINUOUS SINGLE SHOE AND DOUBLE O1 SINGLE SHOE AND DOUBLE TO ENGAGE TOP PLATE TOP PLATES. TOP PLATES. TO TOP PLATE) HEADER/IN-WALL2"x TO ' ' L 3'-5" B'-]' 4 6'-S' f- 5'-7' HEADERS TIN W LTO BE PROVIDE SOU°BLOCKING W/3"COX FUTCH PLATESk G ADVANTECH W/i'CDX FLITCH PLATESFOR FULL PERIMETER O HEIGHTS SPECIFIEDLOOR(N&G) 0 HEIGHTS SPECIFIED PLYWOOD NAILING I I I I I I J 11111111 ci I I 1111111 I`Z I I I I I I I ° LFIII ' ADD(3)2"X 4' TOP PLATES TO EXISTING STUD WALL RIM JOIST; CONT. 1.75'z 11.875' SECOND FL JOISTS; BCI VERSA-LAM LVL. II 11 a'TJI FLOOR JOISTS RUN THE FULL FACE 0 12"D.C. N OF THE 2ND.FLOOR BOD ONLY 1 II Go . . i',TIN.S TUC I III 3/4"T&G ADVANTECH _ I SUB FLOOR(N&0) 17 • SEE FOUNDATION PLAN 4'CONCRETE SLAB 12'z 20'CONT.STRIP f•••I u • FOOTING W/PAIR OF HORIZONTAL/5 BMS. 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W 0 y 0 d' 1L� o Q a o sv a o Q' a 16 VIII �1� - - II A I ,, I III 11 Zwags - u1 I - RUR1e1-11e Ja '1; 1 SI - ' c1IC11li11ll1111 J r —_ IIIIi111i1111I 1 �IIIi111i111i� _ ,i 4iIi _= 4� IIe11he11uu i I -I '--+;IIIuI ❑s❑•I1,! 1 ._,I Iii i, I \� II,� 1L I 11 r_ ld n1 ___ La 0Wa r • Q zz 1 W ,cfi N� �Fo�i zoo wa uW zv' � LL wo � w rctngJf p`6 8W Km� fl ZOZ W m�<Io ZVN O=Zt; ZOD o FWU wEw U3w0� g I� KJ �jWOWcH Oj�0W '~3 ja'.i� oo�ao z1ZoZ <VU�LL QyNQ +Fg e 11 Rogers, Grayce From: Sarah Korjeff <skorjeff@capecodcommission.org> Sent: Thursday, February 11, 2021 12:24 PM To: Greene, Karen Cc: Rogers, Grayce Subject: Re: Historical Commission Meeting February 11, 2021 Attention! This email originates outside of the organization. Do not open attachments or click links unless you are sure this email is from a known sender and you know the content is safe. Call the sender to verify if unsure. Otherwise delete this email. Hi Karen and Grayce, Unless there is more recent inventory information that hasn't been uploaded to MACRIS yet, this property is not on the National Register of Historic Places and thus its demolition would not trigger a mandatory DRI under Cape Cod Commission purview. MACRIS only shows it as being part of a neighborhood that has been inventoried. The MACRIS Area Form for Hyannis Park does not circle or otherwise identify this building as one of the historically significant properties in the neighborhood, though a lot of time has passed since 1979 when the survey was done. Is this one of the areas that was re-surveyed by Gray and Pape in recent years? Sincerely, Sarah From: Greene, Karen <KGreene@yarmouth.ma.us> Sent:Thursday, February 11, 2021 10:35 AM To:Sarah Korjeff<skorjeff@capecodcommission.org> Cc: Rogers, Grayce <GRogers@yarmouth.ma.us> Subject: FW: Historical Commission Meeting February 11, 2021 CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Sarah Quick question,we have a request to demolish the house at 51 Park Street in the Hyannis Park neighborhood. Grayce had some concern that there was Commission purview—please see the material included in the attached meeting packet(starts on p10). The Commission has voted per their Demo Delay Bylaw that the building is NOT significant, contingent on there being no Cape Cod Commission purview. Would you please confirm as soon as possible? Feel free to call with any questions. Thanks, Karen Karen M. Greene, Director of Community Development Town of Yarmouth kgreene@yarmouth.ma.us 1 508-398-2231 x1278 From: Rogers, Grayce Sent:Thursday, February 11, 2021 9:34 AM To: Greene, Karen <KGreene@yarmouth.ma.us> Subject: FW: Historical Commission Meeting February 11, 2021 Good Morning, Here is the meeting information. Thank you, Grayce From: Rogers, Grayce Sent:Tuesday, February 9, 2021 2:20 PM To: 'Julie Mockabee' <Julie@vanguardmovingservices.com>; 'George Slama' <george.slama0@gmail.com>; 'Bob Kelley' <bk.bassriver@gmail.com>; 'John Duggan' <bayviewcapecod@comcast.net>; skippy.hyslop@gmail.com; snlawrence1994Pgmail.com; kathe.hyslop@gmail.com; 'Melanie Barron' <melaniebarron54@gmail.com>; beverly Bachand <bachandbeverly@yahoo.com> Cc: Greene, Karen <KGreene@yarmouth.ma.us> Subject: Historical Commission Meeting February 11, 2021 Hello Commissioners, I have included the agenda and the meeting packet for February 11, 2021 here for your review. Thank you, Grayce Rogers Office Administrator Old King's Highway Committee/Historical Commission 508-398-2231 Ext. 1292 2 TOWN OF YARMOUTH 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836 HISTORICAL COMMITTEE MEMORANDUM TO: Mark Grylls, Building Commissioner FROM: Grayce Rogers, Office Administrator of the Historic Commission DATE: February 11, 2021 SUBJECT: 51 Park Avenue – Demolition Request On February 11, 2021, The Yarmouth Historical Commission assembled via virtual meeting and considered the above referenced property in anticipation of a request to demolish. The intended purpose of the total demolition is to enable construction of a new home. A demolition permit application was filed with the Building Department on January 28, 2021 by Doug Mullen of Mullen Building & Remodeling , LLC. on behalf of Jessica and Brandon Zelch. This application along with a Notice of Intent to Demolish was considered by the Yarmouth Historical Commission at their meeting on February 11, 2021. While noting that the house was over 75 years old the Commission agreed that the structure was not historically significant., subject to consultation with the Cape Cod Commission regarding possible jurisdiction. Staff consulted with the Commission who confirmed they had no jurisdiction. Accordingly, the applicant can proceed with demolition. Thank you. Cc: Yarmouth Historic Commission Doug Mullen, Mullen Building & Remodeling, LLC Jessica & Brandon Zelch