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HomeMy WebLinkAbout19-A007,�r 15 16 1 / UPPER,— DECK PPER DECK t LOWE DECK 5" TREE d T / GRAVEL DRIVE \\ 1 o / V off 508-362-4541 fax 508-362-9880 I downcope.com dOWJ7 cQ#0e engineering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 18-419 PINE 76 DECK \ � i EXIST. DWELL. \v> TOP FNDN. EL. 20.0' FF = 20.9' \R GAS v MTR 17 X16 LOT 3 46,130± SF I — O — I EXIST. WELL �o Imo--, DATE LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 109 FollinS Mill Pond Pond ZONING SUMMARY Road h ��ift od Stoney Hill Roo o l 0 MIN. LOT FRONTAGE 'vi MIN. FRONT SETBACK Q a Locu� Ro 20' Whites Poth 20' Be0con RECORD LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 109 PARCEL 22.3 LOCUS IS WITHIN FEMA FLOOD ZONE X DATUM: NAVD '88 ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20' OWNER OF RECORD DANIEL HELMAN P.O. BOX 875 HARWICH REFERENCES DEED BOOK 30003 PAG PLAN BOOK 490 PAGE p ED FEB 11 2019 177 R -f D-4 JAN 2 2 2019 YARMOUTH OLD KING'S HIGHWAY YARMOUTH t 1VE OLD KING'S HIGHWAY Eg � 22.01 TOWN Ci -ER -H MA SITE P L A N;OUTH YARM)U OF 20 NICK—EM WAY YARMOUTH PORT PREPARED FOR DANIEL HELMAN DECEMBER 7, 2018 Scale:1 "= 20' 0 10 20 30 40 50 FEET 19-A007 I I, I L— — — — — — — — — --- — — — — — — -- t��, ----- PROPOSED LEFT ELEVATION SCALE, 1/4" . V-01, 4 — — — — — — -- -- — — — — — — — — -- — — — — - r - - - - - - - - - -- - - - - - - - - - - -- JAN 2 2 2019 YAKIViUU I H OLD KING'S HIGHWAY APPROVED FEB 11 2019 YARMOUTH OLD KING'S HIGHWAY Wecimesde�, Ds saber 12,2016- 4- 2,2016- lit" APPROVED: CEI Vii.;'. ---�-- EB F�----- EXISTING REAS: ELEVA 1 I 1°� ' €�;� ,r,���r: FEB 1 � LQ q 19 SOUTH Yr �+i:t+ i?iH, MA e� w `9 I I, I L— — — — — — — — — --- — — — — — — -- t��, ----- PROPOSED LEFT ELEVATION SCALE, 1/4" . V-01, 4 — — — — — — -- -- — — — — — — — — -- — — — — - r - - - - - - - - - -- - - - - - - - - - - -- JAN 2 2 2019 YAKIViUU I H OLD KING'S HIGHWAY APPROVED FEB 11 2019 YARMOUTH OLD KING'S HIGHWAY Wecimesde�, Ds saber 12,2016- 4- 2,2016- lit" APPROVED: CEI Vii.;'. ---�-- EB F�----- EXISTING REAS: ELEVA 1 I 1°� ' €�;� ,r,���r: FEB 1 � LQ q 19 SOUTH Yr �+i:t+ i?iH, MA I kit I-iEAF7tMF2 "A .. �1 : i ...... ! ... T~tt WALL: _ .... ...........t£p0 DECK OFTPCNA.�.... ..t .......................................................................................................................... AU1G F€Cs.t E SEE Cf (ClCLI�T 1 I --_ - PROPOSED 15T FLOOR FLAN -AC.AL E. 1/4" A V-0"?" S"X 4' POURED CONCRETE FOUNDATION TO ACHIEVE 3000 PSI IN 28 DAYS (2) 04 REBAR TOP W/2" CLEAR SET UPON A 10" X 20" KEYED FOOTING W/(2)'04 RE13AR THROUGHOUT, VINYL WINDOWS SUPPLIED EY FOUNDATION CONTRACTOR 2" POURED CONCRETE FLOOR THROUGHOUT 301'X30"XIO` CONCRETE FOOTING W/3 1/2" CONC, FILLED STEE LALLY. W/LCC CAPS PRODUCT CODE SIZE A321 5'-117/a_x 2'- TW243 2'-55A ti x X-8 ------- TW2442-2 4'-11.3/8" x 4_'• — M12442 2'-55/6" x 4'-4 �a 3" O/C EDGE I_ - 44a L C=• t i. y � I-iEAF7tMF2 "A .. �1 : i ...... ! ... T~tt WALL: _ .... ...........t£p0 DECK OFTPCNA.�.... ..t .......................................................................................................................... AU1G F€Cs.t E SEE Cf (ClCLI�T 1 I --_ - PROPOSED 15T FLOOR FLAN -AC.AL E. 1/4" A V-0"?" S"X 4' POURED CONCRETE FOUNDATION TO ACHIEVE 3000 PSI IN 28 DAYS (2) 04 REBAR TOP W/2" CLEAR SET UPON A 10" X 20" KEYED FOOTING W/(2)'04 RE13AR THROUGHOUT, VINYL WINDOWS SUPPLIED EY FOUNDATION CONTRACTOR 2" POURED CONCRETE FLOOR THROUGHOUT 301'X30"XIO` CONCRETE FOOTING W/3 1/2" CONC, FILLED STEE LALLY. W/LCC CAPS L\\ \ $1 E,.\ Typa t'32 C § 215-3.1i £3£ Ya..E.MIr. 8d;int z2. y 3JJ23E 2Sa 8. �f NOTE- eALL0014 FRAME CABLE END Ul/MD t-11EiGHT SLOCKiNC-s. ROOF TO CONSIST OF: E#, at>=tmp -- 30 YEAR ARCH ASE PHA.LT S, SINGLES . ... ... ..... .. .... .... ... ... ...". ., .. .-... ...: � may\•'@; ,aj � �Q:� h�' � xi. f.2 )' - , y 5» C:�DX SHEATHING -:..'AT: AT ALL NIP,�� ICE AND WATER , RAPES AND EAVEStCt 24" i. VL RIDGE r .... wT'i��i 's r r w 2X10 RAF ERS 1 OC 12 2X8• COLLAR TIES 1016" O. . P 3:35 FG. INSUL.� 2 _ 2_ 2...�..... .. .. ......:... ....... :. �Ct 2 2Xb WALL TO CONSIST OF. 1211 F . WHITE CE 4P, SHINGLES s 3 > . �( / 5" TO 1JJ;w STI-1ER TYVEK/TYPAR HOUSEWRAP 1/2" PLYWOOD w4-IEATt�IINC 2Xe e 16" OC, R21 FG. INSU)A. / FLOOR. SYSTEM TO CONSIST OF: r =f FINISH FLOOR ON, 3!4" ADVAN T E-�.: SUefiL.00R 2X10 6 fro" O.C, R30 FG;.. 1N5UL, SCALE �, /f3►�X £i E'J" BOLYS Wl 3"X3" >c1/4" PL WASHERS EVER), 22r 01 4, RAW�l BY: v ,� tr BALLOON F i .. E GA61 -F LN. LL. �£�r1NAID-I 1 #• I L0:._.K'G>�-. � �tI[a t » _ » .. »� ..� a» . w� » _. on ... .. �»» »w ..» �m .�»._ kd W X 4`-0" POURED CONCRETE FOUNDATION TO ACHIEVE 3000 P61 IN 28, DAY,5 '.' 1_Imm '�' SET UPON,4 1O" > 20"3EYE%J FOOTING t:J V� WI(2) EIB`' RE AR TH;ROU(.'% TOUT. WA4TERPI;P,O0FING B�,Y CONI TRS-'kC T OR. 2E4 POURED CONCR=ET I E FLOOR THROUGHOUT. UPON' 10 1111 - POLY VAPOfR BARRIER, .SECTION THROUGH- SCALE- 114 * I'-01' `tom ANDER6EEN 400 SERIES ' --- OPENING SCHE PRODUCT CODE SIZE A321 5'-117/a_x 2'- TW243 2'-55A ti x X-8 ------- TW2442-2 4'-11.3/8" x 4_'• — M12442 2'-55/6" x 4'-4 �a 3" O/C EDGE I_ - L\\ \ $1 E,.\ Typa t'32 C § 215-3.1i £3£ Ya..E.MIr. 8d;int z2. y 3JJ23E 2Sa 8. �f NOTE- eALL0014 FRAME CABLE END Ul/MD t-11EiGHT SLOCKiNC-s. ROOF TO CONSIST OF: E#, at>=tmp -- 30 YEAR ARCH ASE PHA.LT S, SINGLES . ... ... ..... .. .... .... ... ... ...". ., .. .-... ...: � may\•'@; ,aj � �Q:� h�' � xi. f.2 )' - , y 5» C:�DX SHEATHING -:..'AT: AT ALL NIP,�� ICE AND WATER , RAPES AND EAVEStCt 24" i. VL RIDGE r .... wT'i��i 's r r w 2X10 RAF ERS 1 OC 12 2X8• COLLAR TIES 1016" O. . P 3:35 FG. INSUL.� 2 _ 2_ 2...�..... .. .. ......:... ....... :. �Ct 2 2Xb WALL TO CONSIST OF. 1211 F . WHITE CE 4P, SHINGLES s 3 > . �( / 5" TO 1JJ;w STI-1ER TYVEK/TYPAR HOUSEWRAP 1/2" PLYWOOD w4-IEATt�IINC 2Xe e 16" OC, R21 FG. INSU)A. / FLOOR. SYSTEM TO CONSIST OF: r =f FINISH FLOOR ON, 3!4" ADVAN T E-�.: SUefiL.00R 2X10 6 fro" O.C, R30 FG;.. 1N5UL, SCALE �, /f3►�X £i E'J" BOLYS Wl 3"X3" >c1/4" PL WASHERS EVER), 22r 01 4, RAW�l BY: v ,� tr BALLOON F i .. E GA61 -F LN. 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Ui'1Ei1i�lCx 1�''.Cii�s 2X,110 RAFTER5 IV i(o" OC, ,..._.. _ W2.r—:,A HURRICANE TIES 3-16" LVt- ON GAI���`Crs STUDS 3:.OUA' 1:0F��v=� 0 VI DT�I..i EA r --N CEILING J©IuTS � 3k. i ;o 3. aa'a s i r �00F FR AMING PLAN P05T TO 4-4EADR/ FOUNDATION wr tea:. JAN 2 2 2019 YHKrvoUUTH OLD KING'S HIGHWAY ! "` APPROVED FEB 11 2019 AFFRO` F..rll- -� YARMOUTH OLD KING'S HIGHWAY RECEIVED----�_�. FEB 12 2019 TOWN CLERK SOUTH YARMOUTH, MA 1 9®AO O T . ...... ...... *.- ................ . .. . ......... ............. f _TI_���_ r' z0'1N' ` ELEVATION -ld- --- SCi..E- 114° ;nrL 114" 4 20'-%s EX16TING FOUNDATION FLAN :SC',ALE X16TI G 2ND FLOOR PLAN Lit t. r 4`4 Ilk) k 4 c .� JAN 22 KJ3 a YAKivluu 1 r, OLD KING'S HIGHWAY EXIZYIPICs GQI�x?il"It:)ilra F3 m f :SC',ALE X16TI G 2ND FLOOR PLAN Lit t. r 4`4 Ilk) k 4 c .� JAN 22 KJ3 a YAKivluu 1 r, OLD KING'S HIGHWAY EXIZYIPICs GQI�x?il"It:)ilra