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HomeMy WebLinkAboutPetition 4848 -29 Crest CircleTOWN OF YARMOUTH BOARD OF APPEALS APPLICATION FOR HEARING r- ix A peal#: 948 Hearing Date: –/'& Fee$ Owner -Applicant: ';� F N N 1 S, ba74N A- Q -0r -P -E Y SR I— (` I I c (Address) Uji��Ef3 and is the (check one) Owner (Full Names- including d/b/a sog-Shy-ash r DC�}Nl SPCoF 11 A (Telephone Number) (Email Address) 0 Tenant [I Prospective Buyer 0 Other Interested Party Property: This application relates to the property located at: Z 1 C Rr57- C I Z C LF and shown on the Assessor's Map #: ' as Parcel#: J0 O Zoning District: If property is on an un -constructed (paper) street name of nearest cross street, or other identifying location: Project: The applicant seeks permission to undertake the following construction/use/activity (give a brief description of the project. i.e.: "add a 10' by 15' deck to the front of our house" or "change the use of the existing building on the property"): RELIEF REQUESTED: The applicant seeks the following relief from the Board of Atmeals: its_ w a U I El., L -DG �4T`(ar-,f 1) REVERSE THE DECISION OF THE BUILDING INSPECTOR OR THE ZONING ADMINISTRATOR dated attach a copy of the decision appealed from). State the reason for reversal and the ruling which you request the Board to make. 2} SPECIAL PERMIT under § of the Yarmouth Zoning By-law and/or for a use authorized upon Special Permit in the "Use Regulation Schedule" §202.5 .(use space below if needed) 30L VARIANCE from the Yarmouth Zonin¢b By-law. Specify all sections of the by-law from which relief is requested, and, as to each section, specify the relief sought: Section: 20�?, S7 Relief sought: Section: Relief sought: Section: Relief sought: ADDITIONAL INFORMATION: Please use the space below to provide any additional information which you feel should be included in your application: KAIL. mwk FACT SHEET Current Owner of Property as listed on the deed (if other than applicant): S-ttWj Name & Address Title deed reference: Book & Page#� �b d or Certificate # Land Court Lot # Plan # (provide copy of recent deed) Use Classification: ExistingSl4G(� CAiy+it_- bVJ_k_W,J6-§202 5 # — Proposed -5A wi §202.5 # � 1�iM T7.J� �. Is the property vacant: GMS ,tJ�e�.� ('�7.1STF1,w C.i l� aCC, If so, how long?: SAI Lot Information Size/Area: 0 C7 Plan Book and Page Lot# Is this property within the Aquifer Protection Overlay District? Yes No Have you completed a formal commercial site plan review (if needed)? Yes No X Other Department(s) Reviewing Project: Indicate the other Town Departments which are/ ITE or will review his project, and indicate the status of their review process: AVT4 1A I -IN A►o� Repetitive Petition: Is this a re-application: If yes, do you have Planning Board Approval? Prior Relief: If the property in question has been the subject of prior application to the Board of Appeals or Zoning Administrator, indicate the date and Appeal number(s) and other available information. Include a copy of the decision(s) with this application: Building Commissioner Comments: Applicant's/Attorney /Agent Signature Address:q 1 ( �� v. o" f A. Phone E -Mail: Building Commissioner ,� gn re Date �� X323'7 6p0K3576PABE 181 MA13ACNU6tTTa OU$TCLA$M Oaan SNORT FORM ttNoMbUALI 681 We, John J. Leahy and Martha A. Leahy, bath of 5 Taft Street, Nashm, New Ha!1pshire dPIX beh,�t arMrno"ied, for mnsidention pud, and in frill consideration of Vitty-Seven Thousand and 00/100 ($57,000.00) Dollars grsntsto Dennis P. Coffey and Donna Coffey, Husband and wife, as tenants by the a entirety, both with quMebtu 9MMWttb of 155 Butrwn Road, Lowell, Middlesex County, the imd in Yarmouth (West), Barnstable County, Massachusetts described as follows: IDs Mpdon and encumbrmm, If amyl Int No. 5, as shown on plan entitled "Wimbledon Thirty Acres on Cape Cod in West Yarmouth, Mass. Property of Edwin L. Ballard, Harold W. Share, George F. Clements, scale 1 inch = 100 feet, George F. Clements, Civil Eng'r, Nov. 1929, copies Oct. 1943 by E. H. Hinckley, Eng'r" duly recorded with ►i+++'*+,.table County Registry of Deeds in Plan Hook 68, Page 145, more particularly described as follows: w SCVi7MMY: by Crest Circle, as shown an said plan, eighty and 00/100 (80,00) feet) EASI'EMY: .3y ;Piot A6, as shown on said plan, one htmdred sixty and 00/100 (160.00) feet, mare or less; H[k�E�RitY:. Land of owners unknown, as shown on said plan, ninety and 00/100 Ln ; [9p.00) feet; MMOW: (-b" lac 113t N 4, as shown m said pian, ane hundred seventy-five and 00/100 W%00) feet, more or leas. Together vdf;h a Ztaitght of %%W in am molt with others entitled theretW over the mads and streets -is d tom on said plan. Being the seine premises conveyed to us by deed of Wendell L, Carduff of 31 Exeter D+ Street, West Springfield, Hampden County, Massachusetts and Eugene A. Nannini of 336 Lancaster Road, West Springfield, Hwgxlen county, Massachusetts dated Hmmuber 18, 1977 end recorded in the Barnstable County 3aegistry of Deeds in Book 2617, Page 265, F Mh?'r':'lUSE'TS ' OCT saz s`�,6W, �ttare6 ...,O11r,. heads tad seals this.thirtiet?! day of-,ALLAMlk=. ..... ......... —.19,..ax.. ............. .............. ......... _............. ........,.,.......... ........ ........ . _... . atiri�rtin.rk... ,.,.5........,� ................... John J. Legby _.................... .........,,,,.._............, . Marft A. / �i(C �D1Ailliltlfnt�ij pi 1�ttA8ltlipmti±Y 6 Middlesex, ss. September 30, 19 82 1' en personally appeared the above named John J. Leahy and Martha A. Leahy rk •,F{. and ackoowledgW the foregoing inshumewt to it free ad and „otry Ptlhlk—{ txmmWm api1* (tlndfTiduel — Joint Tenants ---Tempts in Common.) CHAPFsa 187 SBC. 8 AS AMENDED BY CHAPM 197 OF 1989 8.try deed ptamted roc record sham rvauio or 1rTe mdoned upon It the fa rune. mddmm and Poet office add,ae of the frennr and a ,edtal of the amotmt of tbo full mmldendon dwad is doatis of the aurae of the oder muldentlon thwefor. it not d4wend for a apatlfic moe�ae� sum. The full temidttatim shall torn the total price fot the conveyance without deduetlm for A" Ikon or ttnntmbnooe awumed br tht araoke m runakun; thence. All umb tmdormmn aad rt6mb YrL be mmrded r part of fhe doed. Failure to, CQn*7 with thh aectlon drm a"t Wfw the eatidit7 of m7 deed. No n*shn of dada aWl adept a d"d for mudiq talar h is in mmplia m with the Nquittynmb of this radion rr.,N"', RtCUiwLU OCT 6 82 YARMOUTH BOARD OF APPEALS ABUTTERS LIST Petition# 4840 _Narne lelL;�gV Filing Dat : Hearing Date: Property Location: Notices must be sent to the petitioner (applicant), abutters, and owl of land directly opposite on any public or private street or way, and abutters to the abutters (only within 300 feet of the property line) of the petitioner as they appear on the most recent applicable tax list. Provide only the abutters map and lot number. Postage charges for all applications will be determined by multiplying the number of abutters (and the parcel (s)in question) times .560, which is the current cost for the two required mailings. Add that to the application fee and include your check with the application. Map Lot Number Map Lot Number Number Number Applicant # Q Abutters #'s G 2 Labels -1 Hard Copy Assessors Field Card with photo Andy Machado, Director of Assessing �4 CY4-, Grdk 301 1151 1 1 HALLORAN JOHN B HALLORAN MARY JANE 65 WEBSTER RD WEST YARMOUTH, MA 02673 301 1211 1 1 POULOS PETER TRS POULOS LUCY TRS 192 OLD BARN PATH MARSHFIELD , MA 02050 301 1221 1 1 KOUNADIS GERASSIMOS KOUNADIS VASSILIKI 76 WEBSTER RD WEST YARMOUTH, MA 02673 301 1231 ! 1 WHITE JAMES T WHITE KATHLEEN B 44 E VILLAGE RD EAST LONGMEADOW , MA 01028-1335 301 130! 1 1 WALL MARY E CIO KEVIN J JUDGE 13 PARK ST HARWICH, MA 02645 301 1191 1 1 MALONEY PETER J MALONEY DEBRA M PO BOX 483 MILTON, MA 02186 221 571 1 1 COLEMAN CHRISTOPHER F COLEMAN GRETCHEN U P O BOX 924 NORTH DIGHTON , MA 02767 221 581 1 1 PIERCE MARY ELLEN CIO THOMAS SARAH P TRS 1522 GREAT PLAIN AVE NEEDHAM , MA 02492 221 591 1 1 PALMER DAVID PALMER MELISSA 63 PROSPECT ST MELROSE, MA 02176 301 31 1 1 GIBBONS PHILIPS J 19 HUDSON DR HYDE PARK, NY 12538-2014 301 41 1 1 HOVSEPIAN ROBERT B HOVSEPIAN DEBRA L 58 ROBERT RD HOLLISTON , MA 01746 301 51 1 ! FOLEY JAMES W 17 CREST CIR WEST YARMOUTH, MA 02673 301 1141 ! 1 CALLAHAN JOSEPH DACEY MARY ELLEN 234 BAILEY ST CANTON, MA 02021 221 491 1 1 PALMER DAVID PALMER MELISSA A 63 PROSPECT ST MELROSE, MA 02176 221 481 1 1 NAHILL KATHRYN M 152 BROAD MEADOW RD NEEDHAM , MA 02492 301 61 I 1 221 471 ! 1 WILLET ELLEN L TRS LAGUE SUSAN E ELLEN L WILLETT TRUST AGREEMENT C10 SUSAN E COLGAN 15 CREST CIR 24 CREST CIRCLE WEST YARMOUTH, MA 02673 WEST YARMOUTH, MA 02673 301 91 1 1 TOWN OF YARMOUTH 1146 ROUTE 28 SOUTH YARMOUTH , MA 02664-4463 301 951 1 ! TOWN OF YARMOUTH 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 301 961 1 1 QUELL META 8JOANNE COURT WEST SAND LAKE, NY 12196 301 971 1 1 REGGIO CHARLES D SULLIVAN REGGIO PAULA 43 PLOVER HILL RD IPSWICH, MA 01938 301 1121 1 1 WEIDHAAS OLAF H WEIDHAAS DEBORAH A 5 EDWARD DUNN WAY WESTBOROUGH , MA 01581 301 21 1 1 SUNDERLAND CHARLES W (EST OF) C10 PILLING KATHERINE L 92 OLD CHARTER RD MARLBOROUGH, MA 01752 30! 1! 1 1 PIRES CACIANO TRS PIRES HELENA TRS 27 UNION ST MILFORD , MA 01757 221 461 1 PILLING SUSAN PO BOX 43 ASSONET , MA 02702 221 421 1 1 CHRISTODOLOU CHRISTA J TESSMANN WINFRIED 107 WIMBLEDON DR WEST YARMOUTH, MA 02673 221 501 I 1 BARKSDALEELEANOR P 0 BOX 45 WEST YARMOUTH, MA 02673 221 60! 1 1 301 1131 1 1 221 451 1 1 COFFEY DENNIS P CALLAHAN JOSEPH RMDJ REALTY LLC 29 CREST CIR DACEY MARY ELLEN 14 SOLOMON POND RD WEST YARMOUTH, MA 02673 234 BAILEY ST EAST SANDWICH, MA 02537 CANTON, MA 02021 221 441 ! LOWERY MICHAEL LOWERY KATHRYN 39 LONGMEADOW DR DELMAR , NY 12054 221 43! 1 1 LOWERY MICHAEL C LOWERY KATHERYN K 39 LONGMEADOW DR DELMAR , NY 12054-2325 301 120! 1 1 TOWN OF YARMOUTH 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664 Please use this signature to certify this list of properties abutting within 300' of the parcel located at: 29 Crest Cir., West Yarmouth, MA 02673 Assessors Map 22, Lot 60 Andy IIrY,�chado, Director of Assessing 29 CREST CIR WEST YARMOUTH, MA 02673 " 1 inch = 713 feet�zp w��� S Data and scale shown on this map are provided for planning and informational purposes only. YARMOUTH (MA) and Vision Government Solutions are not responsible for any use for other purposes or misuse or misrepresentation of this information. 3/12/2020 N MS JOB NO. Y17-09 Cb Asb:d 1. LOCUS IS A.M. 22, PARCEL 60. Fg 34-44 2- ELEVATIONS SHOWN ARE NAVDW *O.1' USING VERTCON. 3. LOCUS IS IN FLOOD ZONES: AE(EL 11), X(0.2% RISK), X(OUTSIDE 0.2% RISK) ON FIRM PANEL 0569) DATED JULY 16, 2014. N/F TOWN OF YARMOUTH �. NOTE, CONTOURS ADDED AROUND COTTAGE � G� AS GRADES ALTERED SOME THERE. CL co ea �•} EDGE OFF00, }� U a 19� • 5. , T017=12.66 a Ole-, �6 N n� 10, �` 0. GIBBONS X10 u , ToF=13.1_ �n BE" MARK --SPM Mt �DM � &73A%MA' w of �9 of ■bfty Get.) 14 Diam.Ile Footing i x'"10 REWN MARK --SPIKE SET . • �o ''� . W M e- 13M NAMMl13 LOX ON Doak lr-"- an "ow. Cam.) f • .��"� �� i r ' LOT 5 N/F INN, PALMER 31 900± S. F. - cNr. som MA I CERTIFY THAT THE LOCATIONS SHOWN ON THIS PLAN -0 22/20. �22�2 0 .i � � I �/� r� V AS -BUILT PLAN FOR DENNIS P. & DONNA COFFEY LOT 5. 29 'CREST CIRCLE, W. YARMOUTH. 'MA JANUARY 22„ 2020 SCALE: 1 "=30' RONALD J..CA©fLLACM PLS, RS PFX FESS MAL LAND SURVEYOR do REGISTER® SANITARIAN P.O. BOX 258 WEST YARMOUTH. SIA 02873 BY R.J. CAOLLAC {808} 778--9700 TYPICAL NOTES STRUCTURAL ENGINEER/DE5IGNER TO PERFORM FRAMING INSPECTION WHEN FRAMING IS COMPLETE AND PRIOR TO ETICLOSURE BY INTERIOR WALL BOARD/FINISH. CONTRACTOR SHALL SITE IN5PECTNERIFY ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS WORK PROGRESSES. CONTRACTOR TO OBTAIN A COPY OF CONSERVATION COMMITTEE'S ORDER OF CONDITIONS AND ALSO COMPLY WITH ALL APPLICABLE BUILDING CODES. FOUNDATION NOTES: L MAIN FOUNDATION WALLS TO BE 10' POURED CONCRETE W-3000 pei, W/ 2@ ri5 BARS TOP 4 BOTTOM. FOUNDATIONWALL TO BE ON 20'x10' STRIP FOOTING. PROVIDE 3P #b HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ KEYWAY. PROVIDE K5 VERTICAL DOWELS P 24' O.C. EXTENDED V-6' MIN. ABOVE TOP OF FOOTING. PROVIDE W ANCHOR BOLTS P 36' O.C. MAX. MIN. 7' EMBEDMENT W/ 3'x34' PLATE WASHER. 2. ALL STRUCTURAL STEEL COLUMNS TO BE 314' CONCRETE FILLED LALLT COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 016x96' CAP PLATE t 71x121xi'4P BASE PLATE W/ 2e i'f DIA, BOLTS. WELD ALL CONNECTIONS. FOOTINGS TO BE 36'x30112' 56UARE CONCRETE W/ 3@ ILS BAR5 EACH WAY. S. DOUBLE FLOOR JO15T5 UNDER ALL PARALLEL PARTITIONS, 4. CONCRETE SLAB TO BE 2' POURED CONCRETE DUST CAP ON COMPACTED FILL.PROVIDE CONTRACTION JOINTS 1' DEEP AT COLUMN LINES. CUT W/ 'EARLY ENTRY' SAW, 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY CODE SWINDOWS OR MECHANICAL) CONTRACTOR TO INSTALL 'SMART VENT5 FLOOD VENT5 No MORE THAN P-0' ABOVE CONCRETE EV57 CAP AND FINISH GRADE. L. CONTRACTCM2 SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN 4'-0' MINIMM COVER. 7. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS, 8. CONTRACTOR 514ALL NOT SCALE DRAWING5 FOR DIMENSIONS. ANY MISSING, INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF TWE DESIGNER BECOME THE RE5PONSIBILITY OF THE CONTRACTOR. 1 BEAM, 10' DIA1'1. SOS,fOTUBE W/ SIGFOOTCI FOOTING (BF24)_ -a A.3 r- I I I I I I I I I FOUNDATION PLAN PROVIDE 10' DIAM. SCNOTUBE W/BIGFOOT FOOTING (BF24) FOR POST SUPPORT ABOVE aPy PROPOSED AREA FLOOR AREA 490 SF SCREEN PORCH 148 SF TOTAL AREA 638 SF NOTE: CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DE5IGNER OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED ���q0 FFOR CONSTRUCTION GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2x6 0 16' O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2XA 016" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. I1 EXP. DECK Will 2 FLOOD VENT 1111!1 3 ENTRANCE P1812 NO. REVISION DATE C COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. BUILDER: DESIGNER: NORTHSIDE DESIGN ASSOCUTES LVWN TNEAWDENIWL t OWMIOICUI MIGN lag MNMMW-TA OUfNf ORT' M,wt02673 OW)362-2210 Imo) m2ac0x NolfrmowESIGN.ow NOMmlm@COMG3T.NET STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT: PROPOSED COFFEY RESIDENCE 29 CREST CIRCLE W. YARMOUTH, MA. TITLE: FOUNDATION PLAN SCALE: W= 1'-0" 0 1 2 4 8 PROJECT*: I : i A.0 i in i T-6' ' Lin 14'-6' DATE: 1112116 9 2817 J I r — — , 10' THICK x V -ID' ' I I — — — — — — — — — CONCRETE WALL ON 3-2x10 DROP BAM I CONTINUOUS 20'x10' I N C C C .. I i J _ _ _ _ CONCRETE FOOTING — — — 5/5' ANCFIOR BOLTS T L -- P 32' O, C. (TYP.) 4' COW. SLAB ON 6x6 P05T'UNDER I ID MIL VAPOR RETARDER DROPPED BEAM 4 I 3�' CONCRETE PROPOSED 1. FILLED STEEL LALLY COLUMN I s I BASEMENT I p 2 pN 36'x36'xl2'D 3 I CONCRETE I I N TYP. I I J —FOOTlNYt. I r-- a .c. FLOOD VENT5 TO BE P.T. 2x6 AT I4' o - L. .. .r T.. — — — — — — — — — 'SMART VENTS' (200 50. FRAMING ON 10' — ,', ry I FT. COVERAGE) 12' (MAX.) CONCRETE WALL ON I �o i I ABOVE CONC. SLAB 8 CONTINUOUS 20'x10' I si L FINISHED GRADE, TYP, CONCRETE FOOTING ., 2x10 P.T. LEDGER I - w/2) 31<' DIA. LAG BOLTS 16' O.C,®vI ---"—'-- 2519---- ---- --IJ �Lf/ I A.3 1 i A.3 o B IOUTLINE OF SCREEN 1 PORCH ABOVE I a7 I a R.3 I 1 I 1 I ry FOUNDATION PLAN PROVIDE 10' DIAM. SCNOTUBE W/BIGFOOT FOOTING (BF24) FOR POST SUPPORT ABOVE aPy PROPOSED AREA FLOOR AREA 490 SF SCREEN PORCH 148 SF TOTAL AREA 638 SF NOTE: CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DE5IGNER OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED ���q0 FFOR CONSTRUCTION GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2x6 0 16' O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2XA 016" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. I1 EXP. DECK Will 2 FLOOD VENT 1111!1 3 ENTRANCE P1812 NO. REVISION DATE C COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. BUILDER: DESIGNER: NORTHSIDE DESIGN ASSOCUTES LVWN TNEAWDENIWL t OWMIOICUI MIGN lag MNMMW-TA OUfNf ORT' M,wt02673 OW)362-2210 Imo) m2ac0x NolfrmowESIGN.ow NOMmlm@COMG3T.NET STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT: PROPOSED COFFEY RESIDENCE 29 CREST CIRCLE W. YARMOUTH, MA. TITLE: FOUNDATION PLAN SCALE: W= 1'-0" 0 1 2 4 8 PROJECT*: SHEET 17-14 A.0 OF DATE: 1112116 9 34'-D' I2'-0' SHEET 17-14 22'-0' NO MANUFACTURER TYPE MODEL # 14'-lVq` 4'-W4 P-2 AWNING AWN21 2'-0 1/2" x 2'-0 1/2' 4 -LITE 7'42. DBL HUNG 2442 V-6" x 2'-5 1/2" 6/1 8 DBL HUNG 24210 2'-6" x 3'-1 1/2' 6/1 D VELUX A.3 V51E M06 30 1/16" x 45 3/4" Q DOOR SCHEDULE 3b' C.O, NO MANUFACTURER TYPE MODEL # UNIT ROUGH OP'G REMARKS 1 HARVEY BLDG PROD, GLIDING DOOR 6068 2 HARVEY PROPOSED i VERIFY O THS M ]0':74 LF7NT il,_41'7 1 PROPOSED LIVING RM. CL. 1 v ATTIC F LINE OF -2M ACCEs9I VAULT B'-qV4' I ROPOSED TCHEN PROPOSED BEDROOM I v I O REF I 1 1 I I I � I I 1 g• © O 'y � l G 1 I I C 2'-4' 9'-3' I 4'-0' I VENT FOR I I HOOD ' 1 r i B L=---- I SPRE N ;-----� A.3 RORC H I I I I I 3088 1 1 N 12'-0' 2'-0' �� FIRST FLOOR PLAN fl WINDOW SCHEDULE SHEET 17-14 NOTE: ALL WINDOWS ARIr TO BE HAVEY CLA551C SERIES NO MANUFACTURER TYPE MODEL # UNIT ROUGH OP'G REMARKS A HARVEY BLDG PROD. AWNING AWN21 2'-0 1/2" x 2'-0 1/2' 4 -LITE B HARVEY DBL HUNG 2442 V-6" x 2'-5 1/2" 6/1 C HARVEY DBL HUNG 24210 2'-6" x 3'-1 1/2' 6/1 D VELUX SKYLIGHT V51E M06 30 1/16" x 45 3/4" Q DOOR SCHEDULE NOTE: ALL DOORS ARE TO BE HARVFT SMOOTH STAR COLLECTION NO MANUFACTURER TYPE MODEL # UNIT ROUGH OP'G REMARKS 1 HARVEY BLDG PROD, GLIDING DOOR 6068 2 HARVEY ENTRY DOOR VERIFY 36 1/2" x 82 1/2' 6 -LITE NOTE; ALL WINDOWS ARE TO BE HARVEY CLASSIC 5ERIE5 WITH APPLIED GRILLES iN51DE AND OUTSIDE. WHITE VINYL EXTERIOR FINISH WITH STAIN GRADE FINISH INSIDE. DOUBLE HUNG WINDOWS TO BE TILT WASH, TYPICAL. CAL NOTES I. CONTRACTOR 544ALL 51TE INSPECT ALL EX15TING VS, PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED, 2. CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME THROUGHOUT CONSTRUCTION ANY EXISTING CONDITIONS ARE FOUND THAT MAY PREVENT THE 5UCCE55FUL COMPLETION OF ANT PORTION OF PROPOSED BUILDING. CONTRACTOR SHALL NOTIFY DE51GNER OF SUCH PRIOR TO MAKING ANY ADJUSTMENTS OR ALTERATIONS TO PROPOSED BUILDING A$ PRESENTED IN FINAL CONSTRUCTION DOCUMENTS. 3. STRUCTURAL ENGINEER/ DESIGNER TO PERFORM FRAMING INSPECTION WHEN FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL BOARD/ FINISH. 4. CONTRACTOR TO OBTAIN A COPY OF CONSERVATION COMMITTEE'S ORDER OF CONDITIONS AND AL50 COMPLY WITH ALL APPLICABLE BUILDING CODES. I FICATIONS: I.'DENSARMOR' GYPSUM WALLBOARD TO BE USED IN PLACE OF GYPSUM WALLBOARD. 2. EXTERIOR: CERTAINTEED CEDAR IMPRESSIONS INDIVIDUAL 5" SAWMILL SHINGLES, DRIFTWOOD BLEND, LIGHT 4 MEDIUM SHADES TO BE MIXED. 3. ROOFING+ 40 YEAR ASPHALT ROOF SHINGLE, COLOR TO MATCH THE EXISTING HOUSE. FINAL SELECTION BY OWNER PRIOR TO CONSTRUCTION. 4, PORCH: DECK TO BE COMPOSITE DECKING, STYLE AND COLOR SECTION BY OWNER. USE OWNER SUPPLIED PINE PANELING FOR INTERIOR WALLS, CONTRACTOR TO PROVIDE INTERCHANGEABLE SCREENS AND GLASS PANELS, 5. WINDOW5: HARVEY TILT WASH DOUBLE HUNG WINDOWS. b OVER I GRILL PATTERN. INTERIOR WINDOWSILL SHOULD BE NO LE55 THAN 3 1/2 INCHES. 6. UTILITIES: NEED TO HAVE GAS FOR COOKING OVEN/ STOVE, AND PERHAPS FOR HEATING UNITS (MOUNTED ABOVE CEILING). ELECTRICA AND CABLE FOR WI -Fl. TOWN WATER FROM STREET, AND SEPTIC TO BE CONNECTED TO EXISTING SEPTIC SYSTEM. 7. FLOORING: MAIN ROOMS TO USE PRE -FINISHED HARDWOOD, STYLE TO BE DETERMINED BY OWNER. BATHROOM TILE TO BE PORCELIN, STYLE TO BE DETERMINED BY OWNER. 6. CONTRACTOR TO USE HIGH EFFICIENCY INSULATION! IN FLOORS, WALLS AND ROOF. INSULATION TO CODE. 9. FOUNDATION FLOOD VENTS 12' (MAXIMUM) ABOVE CONCRETE FLOOR, 2" CONCRETE DUST CAP. FOUNDATION MIN 4'-0' BELOW GRADE. PROPOSED AREA FLOOR AREA 470 SF SCREEN PORCH 148 SF TOTAL AREA 618 SF WALL KEY 0 EXI571NG HALLS WALLS TO BE REMOVED PROP05ED HALLS NOTE: CONTRACTOR SHALL 51TE INSPECT ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED FOR CONSTRUCTION GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2x6 0 16" O.C. UNLESS OTHERWISE NOTED. 2, ALL INTERIOR WALLS SHALL BE 2x4 0 16` O.0 UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. I EXP. DECK 917118 2 FLOOD VENT 1111!1 3 ENTRANCE 211812 NO. REVISION DATE 0 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER %MTHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. BUILDER: DESIGNER: NORTHSIDE DESIGN ASSOCIATES NC7i4E R W OENII4L8 CQNMEROPl DESIGN 141 MAIN STREEE' YMMOIRMORT • MA 026]5 15061562-2710 1506) 5624E NORTNSIDEDESIGN.WM NOKDWDE1®COMOAST.NET STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROPOSED COFFEY RESIDENCE 29 CREST CIRCLE W. YARMOUTH. MA. TITLE: FIRST FLOOR PLAN SCALE: 1/8" = V-0" 0 1 2 4 B PROJECT #: SHEET 17-14 A.1 OF DATE: 1112/18 9 VERIFY AND MAINTAIN 4' FOOTING COVERAGE BELOW GRADE PROVIDE 10' DIAM. SONOTUBE W/BIGFOOT FOOTING (BF24) FOR COLUMN SUPPORT ABOVE �� BUILDING SECTION n (2) 2 x Ips' RIDGE 51DING SEE ELEVATION I I I OF 'TYVEK' HOUSEWRAP , 2.6 TIES P IV O.C. 9 k" CDX PLYWOOD a DO NOT BACKFILL WALL o e 2x6 P 16' O.G. I 1. ALL EXTERIOR WALLS SHALL t2 Qe BIT. JOINT FILLER, TOP oFF WITH pLrKIBLE vELux sKnlGl+r vsEcpb © -- -- BE 2x6 0 16' O.C. UNLESS 2x10 RIM JOIST OR DBL. PERIMETER R.O.- 45 W4'.21' 2M 115 REBARS, CONT. TOP SBOTTOM /\ 2- WIND BUXK$ BETWEEN [ON71NU0u5 P.T. 3-2.10 CARRY DAMPROOFINGOVER TOPGTYPOF RAFTERS, TYP. HEAOER W/ 1/2' PLTWD, Ff3- Fp OGNTWUOVS RIDGE VENT IX fA50A W/ BETWEEN, TYPICAL BE 2x4 @ 16' O.C. UNLESS ALUMINUM GUTTER 777 A.4 TOP OF PLATE OTHERWISE NOTED, 2.6 TIES P fb' O.C. ` '� 3P US REBARS, CONT, FLOOD VENTS TO BE 'SMART a. coNrltacroR SHALL VERIFY Ix SOFFIT W/ VENT f \\/IM \\\ �j/ VIE T5 (200 5Q. FT. COVERAGE) I I I 2xfO RAFTERS P 16' O.C. I IX FRIEZE PRIOR TO ORDERINGWNOOWS, DX SHEATHING 159 AL WILDING, PAPER JALT I CONTINUOUS P.T. 3-2#10 2.6 P.T. SILL 4. CONTRACTOR SHALL VERIFY ASSPHA AROOF SHINGLES SULATION PER CODE �C. I I I' (MIH) CLEAR AIR, TYP ALL DIMENSIONS PRIOR TO SIMPSON 412.5 CLIP, ONE — 2- 19/4'x7 FLUSH HF.4AF-R I4/ 1/2' PLYWD. ' CDX P.T. PLYWD. BOTTOM 6' 2x w1ND BLOCKS BETWEEN CONTRACTOR CONSTRUASSUMES PER RAFTER, TYPICAL ATTIC ACCESS S EEN RAFTERS, TYP. j j BETWEEN, TYPICAL T m B B IX FASCIA W/ ALUMINUM GUTTER B CH P ` 1 II II L ter/ Ix SOFFIT W/ VENT II fx DEQKI ON P.T j [� II 5 V TYPICAL SLAB 4 FOOTING DECK IX FRIEZE DESIGNER. 3 P.T. 2-2x10 FLU514 IDR. I/2' YFi591"II LL TOP OF SUBFL . 3-2x5 HEADER P.T. 2-2x10 FLUSH HDR. P.T. 70 JOISTS Fir o A.3 c ELEV. 14.0' FURL ���---- ^ F C O P.T. 6x6 POST STAINLESS HANGERSIF---SIMP° J ABU66Z VERIFY AND MAINTAIN 4' FOOTING COVERAGE BELOW GRADE PROVIDE 10' DIAM. SONOTUBE W/BIGFOOT FOOTING (BF24) FOR COLUMN SUPPORT ABOVE �� BUILDING SECTION n SHEET 51DING SEE ELEVATION I I I OF 'TYVEK' HOUSEWRAP , GENERAL NOTES 9 k" CDX PLYWOOD a DO NOT BACKFILL WALL o e 2x6 P 16' O.G. I 1. ALL EXTERIOR WALLS SHALL UNTIL CONCRETE HAS ATTAINED 7 DAY STRENGTH OT AND BH TDP 4 BOTTOM BIT. JOINT FILLER, TOP oFF WITH pLrKIBLE INSULATION PER CODE I OF WALL ARE PROPERLT SERCURED. BE 2x6 0 16' O.C. UNLESS 2x10 RIM JOIST OR DBL. PERIMETER / 2M 115 REBARS, CONT. TOP SBOTTOM /\ OTHERWISE NOTED_ CARRY DAMPROOFINGOVER TOPGTYPOF FODTfNFOOT , ICAL 2. ALL INTERIOR WALLS SHALL OGNTWUOVS RIDGE VENT 4 BE 2x4 @ 16' O.C. UNLESS 2- 13/4'01 rid" LVL RIDGE 777 A.4 OTHERWISE NOTED, 2.6 TIES P fb' O.C. ` '� 3P US REBARS, CONT, FLOOD VENTS TO BE 'SMART a. coNrltacroR SHALL VERIFY f \\/IM \\\ �j/ VIE T5 (200 5Q. FT. COVERAGE) I ALL WINDOW ROUGH OPENINGS 2xfO RAFTERS P 16' O.C. 12' (MAX, ) ABOVE CONC. SLAB AND FfNI5H GRADE, TYPICAL PRIOR TO ORDERINGWNOOWS, DX SHEATHING 159 AL WILDING, PAPER JALT 2.6 P.T. SILL 4. CONTRACTOR SHALL VERIFY ASSPHA AROOF SHINGLES SULATION PER CODE I' (MIH) CLEAR AIR, TYP ALL DIMENSIONS PRIOR TO SIMPSON 412.5 CLIP, ONE — 2- 19/4'x7 FLUSH CDX P.T. PLYWD. BOTTOM 6' 2x w1ND BLOCKS BETWEEN CONTRACTOR CONSTRUASSUMES PER RAFTER, TYPICAL ATTIC ACCESS S RAFTERS, TYP. RESP ASSUMES RESPONSIBILITY FOR TOP OF PLATE — _ I T m FILL i TAMP S' OUT FOR P/FT. 5LOPE= PROVIDE IX FASCIA W/ ALUMINUM GUTTER ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO J P ` 1 II II L ter/ Ix SOFFIT W/ VENT WHERE NO GUTTERS THE ATTENTION OF THE j [� 5 V TYPICAL SLAB 4 FOOTING IX FRIEZE DESIGNER. 3 SCALE 1-1/2' - I'-0" I/2' YFi591"II 3-2x5 HEADER L I I Ida A.3 c FURL � ^ F C O = 1 EXP, DECD( 91/118 KIT BATH INSULATION PER CODE jj I/2' CDX. SHEATHING 2 FLOOD VENT 111I11 -AN T I/2" 'pENSARMOR' GWB TOP OF 5UBFLR. SURFER. TYPICAL/ I� VAPOR BARRIER 3 ENTRANCE 1812 _ _ _ _ _ OF FOUND. 20Vd P 16' o.c. TYVEK HOUSEWRAPDP SIDING (SEE ELEV5.)NO. REVISION DATE 9- 13/4'x9 1/4' LVL J 2.6 P.T SILL 0 COPYRIGHT IEY_14,00' P.T. 2x6's P 16' ac. W/ W/ SILL SEALER NORTHSIDE HEREBY EXPRESSLY 1/2' PLYWOOD, TYP. 2 RESERVES RS COMMON LAW BASEMENT A.3 10` THICK x W-10' CONCRETE WALL ONTHESE COPYRIGHT. P OF SLAB v. 20'x10'D, PLANS ARE N07 Tp BE EU. B.SO _CONTINUOUS , , I CONCRETE FOOTING CHANGED OR ANY W6X6 COPIEREPRD IN FORM OR MANNER 1 BOTT011 OF FFG._ �. `•' � ,� _ _ _ _ _ _ � • +' 3 OF SLAB .9 TOP 13 OF S WHATSOEVER WITHOUT PIRST OBTAINING THE EXPRESS WRFTTEN 6" COMPACTED FILL \ J /� PERMISSION AND CONSENT OF 4' CONK. SLAB ON � 1 NORTHSipE RESIGN ASSOCIATES. 10 MIL VAPOR RETARDER A 3 SHEET 51DING SEE ELEVATION I I I OF 'TYVEK' HOUSEWRAP , I- 9 k" CDX PLYWOOD a DO NOT BACKFILL WALL o e 2x6 P 16' O.G. I UNTIL CONCRETE HAS ATTAINED 7 DAY STRENGTH OT AND BH TDP 4 BOTTOM BIT. JOINT FILLER, TOP oFF WITH pLrKIBLE INSULATION PER CODE I OF WALL ARE PROPERLT SERCURED. JOINT SEALANT 2' CONK. DUST CAP, TYPICAL 2x10 RIM JOIST OR DBL. PERIMETER / 2M 115 REBARS, CONT. TOP SBOTTOM /\ l CARRY DAMPROOFINGOVER TOPGTYPOF FODTfNFOOT , ICAL 777 2.4 KEYWAY '� 3P US REBARS, CONT, FLOOD VENTS TO BE 'SMART \\/IM \\\ �j/ VIE T5 (200 5Q. FT. COVERAGE) I 12' (MAX, ) ABOVE CONC. SLAB AND FfNI5H GRADE, TYPICAL 2.6 P.T. SILL SILL SEALER CDX P.T. PLYWD. BOTTOM 6' NOTE- FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR NATURAL UNDISTURBED II GRANULAR SOILS FREE OF CLAY, PEAT, LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY FILL i TAMP S' OUT FOR P/FT. 5LOPE= PROVIDE ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED. f2' BED OF X' STONE j II II WHERE NO GUTTERS TYPICAL SLAB 4 FOOTING I � I II SCALE 1-1/2' - I'-0" I PAMPROOFfNG BLOW GRAPE -t- L I I Ida 2 TYPICAL SILL DETAIL SCALE 1-112'= I'-0" BUILDING SECTION B 6 MIL. POLY VAPOR BARRIER 1/2' PAPERLESS SHEETROCK (DENSARMOR OR EQUAL) It' TAG PLYWD. 5UBFLODR GLUE 4 NAIL TO JOISTS 1/2' PAPERLESS SHEETROCK (pENSARMOR OR EQUAL) P.T. 2x6'. P 16' ..c, 5/8' ANCHOR BOLTS P 56' O.C. WIN. 71 rmmmMENT /3'.3'x1/4' PLATE WASHER 2 P 11S REBARS CONT. 4 AROUND ALL.OPENING5 2' CONC. DUST CAP, TYPICAL BIT. JOINT FILLER, ToP OFF WITH FLEXIBLE JOINT SEALANT ASPHALT ROOF 544INGLE5 MATCH EXISTING HOUSE, T ' COX SHEATHING I' CLEAR AIR (MIN.) 2. WIND BLACKS BETWEEN RAFTERS, TYP. ICE AND WATER BARRIER MEMBRANE CARRY UP V -O' FROM SAVE AL. DRIP EDGE OVER ICE t WATER BARRIER ALUMIN. GUTTER CORA-VENT STRIP VENT BED MOLDING IX FRIEZE CERTAINTEED WNYL SIDEWALL SHINGLES — TYP. WALL n 2xB CEILING J015T5 p 16' o., INSULATION PER CODE 1/2' PAPERLESS GWB (DENSARMOR OR EQUAL) W/ SKIM COAT PLASTER ON Ix STRAPPING P 16' ox. 3 TYPICAL EAVE DETAIL FOR CONSTRUCTION BUILDER: DESIGNER: NORTHSEDE DESIGN ASSOCIATES 130!1362-i110 (s )3633L02 NORTH310EDE31GNMM NORT161DEI@ComC .NET L STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROPOSED COFFEY RESIDENCE 29 CREST CIRCLE W. YARMOUTH, MA. TITLE: SECTIONS & DETAILS SCARE: 1/8" = V -O" 0 1 2 4 B PROJECT #: SHEET 17-14 A.3 OF DATE: 1112/18 9 EXPANDED DECK PLAN DECK KEY DECK FRAMING PLAN EXISTING HANDRAILS E_= ] RAILINGS TO BE REMOVED PROP05ED HANDRAILS (MAX.) CLEAR MING BETWEEN .USTER5 4 HANDRAILS AND _U5TER5 TO MATCH 5TING, TYPICAL 6.6 POST NOTE: CONTRACTOR TO PRICE 5TAINLE55 CABLE RAILING 5Y5TEI-1 ON NEW DECK AND REPLACE DECKING (MATCH EXISTING). USE AZEK OR EQUIVALENT FOR ALL NEW TRIM, UNDER NEW RAILINGS 4- (M".) CLEA OPENING BETWE BALUSTERS NEW W BALUS EX15TIl P.T. 6, I I VERIFT AN j I 4' FOOTING 1 I BELOW GRI L___�EXISTINGIp'-O' PROVIDE 10' DIAM. 50NOTUBE PROVIDE ID' 1 (EXPANDED DECK) W/BIGFOOT FOOTING (BF26) W/BIGFOOT R FOR COLUMN SUPPORT ABOVE FOR COLUMN REFRONT ELEVATION FOR CONSTRUCTION GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 24 0 1S" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2x4 0 15" O.C. UNLESS OTHERWISE NOTED, 3, CONTRACTOR SHALL VERIFY ALL VONDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. 1 EXP. DECK 98118 2 FLOOD VENT 11!1!1 3 ENTRANCE 1811 NO. REVISION DATE 0 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED INANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS ARITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. BUILDER: DESIGNER: NORT rDE rim DFSIGN ASSOCIATES RFSIMNNAt & [OMMEA[41 oF11GN 161 MNN MEET' fMMOIRNPDAf • MA02675 Ism)m-mo Ism) Nb m NaRTNS10EDU5 N.COM NOFTNEIDEI®CGNCMT.m STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROPOSED COFFEY RESIDENCE 29 CREST CIRCLE W. YARMOUTH, MA. TITLE : DECK PLANS & ELEVATIONS SCALE: 1/8' = V-0" 0 1 2 4 8 PROJECT#: SHEET 17.14 S.3 OF DATE: 111211 B 9