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HomeMy WebLinkAbout56- 60 South Shore Dr planL? L-ts c : - vU(I/ (0 05 (ep NEW DECK FRAMING PLAN SCALE:114" 1'-0" NEW DECK SCALE:114" = 1'-0" Robert W. Dennis Jr. Registered Structural Engineer P.O. Box 634 East Bridgewater, MA 02333 608-326-2464 i"w, g Le n ni s in - in-& c o m q a s zetOtt Plan Review Joyce Cottage 56 South Shore Dr. Yarmouth, Ma March 17, 2022 To Whom It May Concern: I have reviewed plans titled "Joyce Cottage, 56 South Shore Dr. Yarmouth, Ma dated 3/17/2022 drawn by Fine line Design and find the structural design, size and spacing of structural members to be satisfactory and in accordance with applicable building codes. Bob Dennis PE An GER W. � JR. a , tUCTURAL o. 13834�a CiIS����� "10NAL FINE LIME design 508,420.1296 3826 MAIN STREET BARNSTABLE MA www.FineLineArchKecturaiDesign.com NOTES: D O Q W � (/) Imo- W I--- oW 00 W W U � >- O Oz F O c0 LO RENOVATION (r SET ISSUE DATES REVISIONS ►w1 A §"► A2 DATE: 3/17/22 Q0 00 '10 lI 81.12 E N 6.10 6 188.48 fiX 5,85 She 5,57 Total area= 25,686f S.F. 5,42\ \ 0.59t AC. 0')Z M0P 19 1I , - ol w oParcel 25 PG. x 4.88 I V o 203 BjsterectLo Landr s` PL. )nr U 856A i Regis � 6.69 �/ L-C 2 I 5.72 DO F M, x 3,69 ,�. 5,62 , FEMA ZONE AE(EL 12) Pfi(tOP� a FEMA ONAE(EL 13 DECK: 60.2.' g0.1' \ Z x 5,82 O ' SQUARE OFF EX. DECK; O O co � 5 5 Sh ell o Drell e yly Stockade FencJ,05 '86 i I i 7,60 5.42 LAND SUBJECT COASTAL STRO ExIsT. ��,OF= USE(#56 OECK 7 551 x 7,64 a,. _H,� N5 7,06 8.13 Woll E conc. QD x N o 7/,41g'40„ N) / _--__---; 7,6o N 26 76' x 6,78 i x 7.60 N O /o O x 6.35 x FL 0 5,98 \ 6,25• �c 6,71 Rk fir`• � `" Stn. r Patio (EXISTING HOUSE (#60)' ITOF= Z 60 % 6.42 Off. O. N -�- " 6.23 \ W 6,3£ 191.p9, �,� \ UPo22r S g0.29100 W568 r, 5,60 PJSET 3A IN `.� e of Povemef541 4,74 4,94 Ed9 �j jV 4,85 E VIF ND DR V S j-�i�R S 0uT� Sh ell Drive x 7,18 EXISTING CONTOUR 0 R y i YAR11%AOU aH .._ x 6.98 EXISTING SPOT GRADE —W EXISTING WATER SVC. - I —0.f a°-- OVERHEAD WIRES i LEGEND 0 O �i yo � O m x 7.20 bU f f er./.— 100 6,55 FEMA ZONE AE(EL 12)7.8' EL 13) �.5 FEMA ZONE AE( 6.16 BENCHMARK 5.67 0 TOP CONC. BOUND EL.=6.35 (NAVD88 77 "Sea 8,20 63 -� 00 8, 8,20 ®� r• ..--�- Concrete ,..-- �,�8�3 23 8.70 �.—__— -- COASTAL DUNE 8.44 LOCUS MAP WIND ZONE CATEGORY — Exposure C FLOOD ZONE DESIGNATION FLOOD MAP: 250010589J OF MgssgcyG 01130 RAE(ELD12)U& ZONEMAP AE(EL ZONING CLASSIFICATION: R-25 o PETER � McENTEE SETBACK REQUIREMENTS CIVIL FRONT YARD = 30' No. 35109 SIDE YARD = 15' REAR YARD = 20' p S1 �� LOT FRONTAGE = 150'(MIN.) F \ A LOT AREA = 25,000 SF(MIN.) •�� -Z'Z MAXIMUM BUILDING COVERAGE = 25% �J EXISTING BUILDING COVERAGE = 2141 SF (8.3%) PROPOSED BUILDING COVERAGE = 2534 SF (9.9%) COASTAL BEACH MAP ID.• 19-25 - - _____ ______ -.� �etrnen -<- - - - 2,99 3.22 PROPOSED DECK ��S tone~'' e x 3,10 Lid 56 & 60 SOUTH SHORE DRIVE, S. YARMOUTH, MA ' 3,4a Prepared for: Martin Joycem 135 Academy Drive, Weymouth, MA 02188 Engineers: Surveyors: SCALE "=30' DRAWN JOB. NO. OWNER OF RECORD Engineering Works, Inc. WARNER SURVEYING 1 P.T.M. 195-22 - NANTUCKST SOUND '�.49 JOYCE, ELIZABETH A 135 ACADEMY DRIVE 12 West Crossfield Road Forestdole, MA 02644 22 Long Road Harwich, MA 02645 DATE CHECKED SHEET N0. WEYMOUTH, MA 02188 (508) 477-5313 (508) 432-8309 5/3/22 P.T.M. 1 of 2 EXISTING FLOOD PLAN SCALE:114" = V-0" SQUARE OFF DEC ADD 10' CONCRETE W/ 22" BIG 17O01 DECK FRAMING PLAN SCALE:114" = 1'-0 ANDERSEN 400 SERIES FWG 6068R R.0.72"x80" ANDERSEN 400 SERIES G34 R.O. 36N48" ANDERSEN 400 SERIES G34 R.0.36"x48° i 1 2 NEW FLOOR PLAN SCALE:114" = 1'-0" EXISTING 10' CONCRETE PIERS SECTION THROUGH NEW COVERED PORCH BUILT OVER EXISTING DECK SCALE:= - Robert W. Dennis Jr. Registered Structural Engineer P.O. Box 634 East Bridgewater, MA 02333 508-326-2464 Lmd—eflln-(ikq-o t Plan Review Joyce Cottage 56 South Shore Dr. Yarmouth, Ma March 17, 2022 To Whom It May Concern: I have reviewed plans titled "Joyce Cottage, 56 South Shore Dr. Yarmouth, Ma dated 3/1712022 drawn by Fine Line Design and find the structural design, size and spacing of structural members to be satisfactory and in accordance with applicable building Bob Dennis PE SECTION THROUGH VAULTED CEI LI NG OF 13834 STS- u st ti�6 FINE LINE design 508.420,1296 3826 MAIN STREET BARNSTABLE MA www.FineLinekchftecturalDesign.com NOTES: f'— D O Q W vj I- W O L.L. 00 W W U � i- O O = F-- O U) LO RENOVATION SET ISSUE DATES I DATE ISSUE REVISIONS # DATE DESCRIPTION r 3EPARTMEMT RE EiiVED PLANS / SECTIONS SHEET#1 OF 1 Al DATE: 3115/22 Yenchmark No. Left car, cone. blk, E. = Z 43 (NG VD) LAND SU8,/E'CT TO COASTAL STP,OV FL0IV_ P� SK' d ✓ e Unregls y - Lan l e0 re ed 24856A CLEANOUT SEWER N0.1 INV.=6.16(PR6)P03ED) Total area= �_ 25, 6B6 ± S, f r� v 0.59E AC. _ flop 19 44. Parcel 25 EXISTING CESSPOOL (FOUND) CONTRACTOR, SHALL PUMP & FILL W/ SAND STRIPOUT SEE NOTE 10 cn Nl 818 48° E . _40, 6 7 - 0 a IV p An' LEGEND PROPOSED CONTOUR DC�1 PROPOSED SPOT GRADE EXISTING CONTOUR EXfSTING SPOT GRADE _ Zb F-t • • , W - EXISTING WATER SERVICE �39 . EXISTING OVERHEAD WIRES �o (9 TEST PIT j SEWER N0.2 . 1 I N V : 62(EXIST:N0) 6 a `I1 w; Q E•l©U E(,56j 4 EXIST/NG - TC1F-8.24 OUST (Sf!) (NGVD) rOf =8.29 (NO VD) 191.09' �29'00 �f 8-0 SLJDRE SOUTH Concrete Benchmark — No -Town of Yarmouth Benrhm El. = 9.32 (NGVD ) REGEIVEID MAR 2 2 2022 rh HEALTH DEPT. Na n��CKGV I0 -PROPOSED 1000 GALLON PUMP CHAMBER (H-20) -PROPOSED 1500 GALLON SEPTIC TANK (H-20) EXISTING CESSPOOL (NOT FOUND) CONTRACTOR SHALL LOC ATE, PUMP Kc FILi, W/ SAND O L0j 0 CL o W N Q tUtn r„y = Lo � J lL`u1 cwn W �mseA =,�►I►�Iq�tli� m-�- a �1 '441, *Jam AmJ" �! % q jo pins 40 HIVdU Jel PIKE+ AIM s Drive \� Nantucket 5�n LOCUS MAP N.T.S. GENERAL NOTES: 1 ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER, 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE RE LOCAL RULES AND REGULATIONS EXCEPT AS OUESTED BELOW: -310 CMR 15.405 1 a b 1) A 1 ` reduction to the requited 5' sePata]on between rnoximurn seasonal high groundwater elevation and bottom of S.A.S., for a 4' separation. 3- THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON NGVD. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILOPE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER 1NSPECiIONS DURING CONSTRUCTION 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 9. P SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE: THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 10, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5 FT, ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). -------. -. WETL?ND D I INFQTIQN FLOOD P ai VACCARO -- —�- h--D SIC ATIOP r Environmental ConsultingCommunity-Pone] No. 250015 0006 D P.O. Box 955 Mop Revised. July 2, 1992 Zone "Al " (EL 12 ) QF qs Sandwich, MA 02563 J (508) 888-5855 Cj0(JiiG PETER T. PROPOSED SEPTIC SYSTEM UP M�ENTEE GRADE PLAN CIVIL 56 & 60 SOUTH SHOR No. E DRIVE, YARMOUTH, MA �Fv%35109 ST��``� Prepared for: Marty Joyce, 109 Academy Ave., Weymouth, MA 02188 Fss/ t C� Engineering by: Surveying by: SCALE DRAWN S. NO. E�8%�%H'otiv Werner Surveying, 1 "®30' P.T.M. 112-06 ?!ZY Io ` 12 West Crossfield Road 22 Long Road Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. (508) 477-'i5313 (508) 432-8309 7/23/06 P.T.M. 1 of 3