Loading...
HomeMy WebLinkAboutBLD-19-4466REVISIONS: NO. DATE DESC. I' CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, - DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY. INSTRUMENT SURVEY .AND AS. SHOWN OW *THIS PLAN ARE,C ECT. o� ~ � tura 3M PROFESSIONAL LAND SURVEYOR DATE PLAN. TO ACCOMPANY 'AN RDA AT 43 COVE ROAD' 1N WEST -YARMOUTH � - _­ (GREAT IS -LAND) MASSACHUSETTS. (BARNSTABLE COUNTY) MARCH 22, 2017 WICIAK MUST CONFORM TO ALL S& REGULATIN 4,rY —_l8%7H WATER DEPT J)AT PREPARED FOR:' STEPHEN DUNN. 305 UNION ST. FRANKLIN, MA 02038 GROUP. 349 Route 28, Unit D West Yarmouth,. Massachusetts 02673 508 778 8919 © .2017 The BSC Group, Inc. SCALE: : 1" = .1.0' 0' 1.25 2.5 5 �rfrts 0 5.' 10 20 n!rr PROD: MGR:: C. FIELD FIELD: C.- ARNOLD CA-LC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD FILE:. 50089--CPP,OWG . DWG. NO: 6437-01 SHEET 1 OF 1 JOB. NO: 50089.00 i \ �51 -- 'x GRASS \ \ i STEPHEN DUNN & JEANNE fOX ASSESSORS MAP 14 1 GRASS PARCEL 46 / N. 7 \ `� BITUMINOUS \ DRIVEWAY \\ GRASS ' APPROXIty►rTE \ LOCAJION OF ' EX1§31NG SEPTIC ROBERT ONEIL (104' BUFFER 70 / \ ASSESSORS MAP 14` TOP OF COASTAL BANK % 10 PARCEL 47 t�ta�utt�ntar.na�t� ttaatw�aa�atitrar ~�• Ld 1-c! IN�l.q�ft - t ` ••` 2 STORY •rte WOOD FRAME t HOUSE #43 r . FF=137 $ f / . 24.0. ♦ .. - ST,SnN • ,59, a� ` TO TOP OF BUFFER BANK 146ORY p�CkCpNO ` • • iy aarr�na�rrr ■s�arra�rt..�anr�sswai�a■ s r • Win/ 2Z.4' \ S,s' 1 • N/F CARYOLN GRIMES P� ..SECOND OVER ASSESSORS MAP 14 P�J►TfORIri TO . F7fZS'i • PARCEL 45 • BE REBI!@.T 35' BUFFERT 70 1 STORY DECK • ..` BE CONSTRUCTED TOP -OF COASTAL BANK h r�na�ta �aarrraaa�aaaruaetaaa�aar�rara�arar„ �� '�.�' �'tr ���• . . so 4 - - •rte Cv �•.` \ CONC. BOUN) GRASS n - / 31VG 1d3G U 1VM HA00VA '�% z cpyc A / G , / '8,►�1�8 NMOI Ao SN011tflliO3� 11v 01 �l�0�i�i�U.O`1S(lIN �UOM �2 COASTAL BANK a '' • -� r e NOTES: 1. THE EXISTING SECOND STORY DECK IS TO BE EXPANDED WITHIN THE- FOOTPRINT OF THE EXISTING FIRST STORY DECK. - 2. THE EXISTING SHOWER AREA* AND PLATFORM ARE - TO BE REBUILT. 3. A NEW WOOD PA'10 IS TO BE CONSTUCTED .ON THE SOUTH SIDE OF THE EXISTING HOUSE. AS DEPICTED ON THIS PLAN. EW DISTURBANCE AREA PATIO 250 SECOND STORY DECK 8 SHOWER PLATFORM 29 TOTAL 287 RECORD LOCUS INFORMATION CURRENT OWNER: STEPHEN DUNN & - JEANNE FOX TITLE REFERENCE: CERT. 1299727 PLAN REFERENCE: LC #14426-H ASSESSORS MAP: 14 PARCEL: 46-. RESIDENTIAL ZONE: R-25 SETBACKS: FRONT 30' SIDE .15' REAR 20' MINIMUM LOT SIZE: 25,000 S.F.- GROUNDWATER OVERLAY USTRICT: NOT IN A ZONE II DISTRICT LOCUS PROPERTY IS IN FEMA FLOOD ZONE AE (ELEV. 11) ZONE, • AS' SHOWN ON COMMUNITY PANEL NUMBER 25001CO588J, REVISED JULY 16, 2014 REVISIONS: NO. DATE DESC. I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS.* DIMENSIONS AND SETBACKS TO THE STRUCTURE . AS DETERMINED BY. INSTRUMENT SURVEY .AND AS. SHOWN ON. THIS PIAN ARE C ECT. A�/f . PROFESSIONAL LAND SURVEYOR DATE PLAN. TO ACCOMPANY AN RDA ' • AT 43 COVE ROAD IN WEST "RMOU H -- . - (GREAT ISLAND) MASSA.CHU.SETI'S • (BARNSTABLE COUNTY) MARCH 22, 2017. VVIORK MUST CONFORM TO ALL TOI N BY A S & REGULATI N 3-.. IARM UT•H WATER DEPT' . DAT; PREPARED FOR: ' STEPHEN DUNN. 305 UNION ST.. FRANKLIN, MA 02038 349 Route 28, Unit D West Yarmouth,. Massachusetts " 02673 508 778 8919 @).2017 The BSC Group, Inc. SCALE: :1" =.10' 0• 1.25 2.5 5- 0 5. • 10 20 nu PROJ: MGR:: C. FIELD FIELD: C. - ARNOLD - CALL./DESIGN: P. HAGIST DRAWN: P: HAGIST CHECK: C. FIELD FILE:. 50089-CPP.DWG . DWG. NO: 6437--01 SHEET 1 OF 1 JOB. NO: 50089.00 THIRD LEVEL SECOND LEVEL FIRST LEVEL APPROX. GRADE 4-#5 DOWELS -� j Qi Cr I I ---1 NEW SONOTUBE FOOTINGS I' 1 PROPOSED REAR ELEVATION BRACING 4X6 TYP. THIRD LEVEL l7 Z Q �_ — —_—. —.--- SECOND LEVEL PROPOSED GRADE LEVEL WOOD PATIO ON GRAVEL — — — _ — FIRST LEVEL APPROX. GRADE PROPOSED WEST ELEVATION 4'-0" NEW SONOTUBE FOOTINGS 41-0" THIRD LEVEL IAL GLASS HYLIC WIND J PROPOSED GRADE LEVEL WOOD PATIO ON GRAVEL 12" DIAN. WITH 4-#5 DOWELS TYP. PROPOSED GRADE LEVEL FIRST LEVEL — — — — — — WOOD PATIO ON GRAVEL APPROX. GRADE NEW SONOTUBE FOOTINGS OCOLUMN DETAIL SCALE: N.T.S. PROPOSED _ EAST ELEVATION z 0 z g ❑ z W x III J Q J w�� >j❑ JOV ❑ 2 ❑ W fY Y X F- W Z WZ❑Z-j W<w 0 IYwJZO .Z wopD wo� rn U) m (D " PT. BLOC w Z g >- W F- GDX PLY. vi ❑ ❑ 25<0 xLES Z Q Q p a CL to 00 00 r° W � � "o, LL Loco T- M M L COMPLI- I _ c ANCE. ERRORS OR OXY-MISSIOMS DO NOT RE LIEVE THE Z 00 J Q" ❑ W S BUILT" z (9 THIRD LEVEL BRACING 4X6 TYP. OPTIONAL GLASS OR ACRYLIC WIND SCREEN D: ac Z Lu J m `w r 1 I SECOND LEVEL 1 QL 10 PROPOSED GRADE LEVEL FIRST LEVEL — — — — — — WOOD PATIO ON GRAVEL APPROX. GRADE NEW SONOTUBE FOOTINGS OCOLUMN DETAIL SCALE: N.T.S. PROPOSED _ EAST ELEVATION z 0 z g ❑ z W x III J Q J w�� >j❑ JOV ❑ 2 ❑ W fY Y X F- W Z WZ❑Z-j W<w 0 IYwJZO .Z wopD wo� rn U) m (D " PT. BLOC w Z g >- W F- GDX PLY. vi ❑ ❑ 25<0 xLES Z Q Q p a CL to 00 00 r° W � � "o, LL Loco T- M M N L COMPLI- V c ANCE. ERRORS OR OXY-MISSIOMS DO NOT RE LIEVE THE 0) Z 00 ❑ W S BUILT" z (9 W N DRAWING #: A CERTIFIED AS BUILT IS REQUIRED �I BEFORE FINAL INSPECTION REVIEWED FOR BUILDING AND ZONING COD COMPLI- ANCE. ERRORS OR OXY-MISSIOMS DO NOT RE LIEVE THE APPLICANT FROM THE RESPONSIBI , OF " S BUILT" COMPLIANCE Q DATE: ' S BUILDING OFFICIAL ac Lu `w r 10 y W C Q ;8 Q O Z W 0 N > Q o O (iJ C CL Mv' W 1N3W12it1d'Ba JN V 6�OZ t 93� n (L F- DATE: 05/06/17 ED WOOD ZM/ DECK/ p� 'EN WOOD 4 SCALE: 1/4" = 1'-0" DRAWING #: A CERTIFIED AS BUILT IS REQUIRED �I BEFORE FINAL INSPECTION EXISTING MAIN HOUSE 7 4X6 POST 6' SLIDER I I I L PROPOSED GRADE LEVEL WOOD PATIO ON GRAVEL 12' SLIDER PROPOSED FIRST LEVEL FOUNDATION & FRAMING PLAN EXTEND PLATFORM i PROPOSED 60" DIA. I SPIRAL STAIR I I I UP TO DECK ABOVE I i ROUGH OPENING 11\ 5 -20+_ i I I L DECK LINE ABOVE I _DN i I I 1 I I H O 0 zQ O Y > (D p z W w (D F- -' z V W a W WOW z w- OF - Z- ~OW W W >- W < N p p Q Q Q z p o O d Q - � ti � � p p to r- oo 00 °r° �. w r y cs co cl) M z r I I 1 I I I I I PERGOLA/ TRELLIS z I PROPOSEID ABOVE :BEAM ABOVE/ BELOW PROPOSED Lu I SHOWER U z IPROPOSED ABOVE LJL EXPANDED LANDING I I IPERGOLA/ TRELLIS w X z I PRGIPOSEb I I i PROPOSED SHOWER Lu I SHOWER I PLATFORM BELOW EXISTING I I I 1 I Q OR ACRYLIC WIND MAIN HOU5E PROPOSED SHOWER cn7� (o A 1 i 06 DN LJ A 3 V1 p>p PROPOSED WOOD 1 w i � 3 Q I PROPOSED SHOWER PROPOSED WOOD DN J 0O U �\ A w PLATFORM p p W , > A.3 u �Y�I H 1 Ni PLATFORM BELOW U W�°z z 6X6 6X6 mz m DATE: 05/06/17 ■ \ ; EXISTING STAIR, 6' SLIDER I CUT BACK A ® \ I I TREAD w 2- 1 3/4" X q 1/4" DN A.3 PROPOSED PROPOSED 60" DIA. r I I I _-FII n I I I 1 SPIRAL STAIR ABOVE O> ALIGN TO EXISTING2 -PROPOSED GRADE LEVEL WOOD PLATFORM M =WOOD PATIO ON GRAVEL 3Q r -i >- 0 Ln II m II A.3 II II STORAGE W w I w F- I (.X61I I 1 Q _ ------------------ �C-- lz'1 BEAM ABOVE O w Q zgco i LL + Lu ---- EXISTING STAIR, / I Z I CUT BACK / \--------------- 6' SLIDER 1 TREAD EXISTING MAIN HOUSE \-12" DIAM. CONCRETE SONOTUSES (TYP.) SIMPSON 6X6 P05T ANCHORS 18'+- (TYP.) @ EACH SONOTUBE ALIGN TO EXISTING 11N A L ISI ING WOOD DECK ABOVE REMAIN --- j1IIjI PROPOSED 60" DIA. Cy N—To L STAIR ABOVE PROPOSED GRADE LEVEL :WOOD PATIO ON GRAVEL STORAGE n NU+ IIIjI w 4X6 1 Ozj POST SLIDER 12' SLIDER 1 o6 z --------------- --- ---------------------- ISPIRA7 PROPOSED BEAM ABOVE Q Q I- 4 J"Xq 4" PT MICROLAM OR EQUAL I I Q o- I I U W + w x I I 10 Q I I I I LL O OC I I PROPOSED GRADE LEVEL i I IZ WOOD PATIO ON GRAVEL L�--- ----------------- ---_J -------------� J 6X6 I 6XG \ IX6 DECKING I- 0. o I ----------- -------------- --- I - x L- �- CASED/ TRIM PER PROPOSED STRIP FOOTING 3'-0' WIDE X IODEEP ELEVATION ALIGN TO EXISTING 2 A A.3 FIRST LEVEL FLOOR PLAN A.3 EXISTING MAIN HOUSE 7 4X6 POST 6' SLIDER I I I L PROPOSED GRADE LEVEL WOOD PATIO ON GRAVEL 12' SLIDER PROPOSED FIRST LEVEL FOUNDATION & FRAMING PLAN ASPHALT ROOF EXTEND PLATFORM i PROPOSED 60" DIA. I SPIRAL STAIR I I I UP TO DECK ABOVE I i ROUGH OPENING 11\ 5 -20+_ i I I L DECK LINE ABOVE I _DN i I I 1 I I H O 0 zQ O Y > (D p z W w (D F- -' z V W a W WOW z w- OF - Z- ~OW W W >- W < N p p Q Q Q z p o O d Q - � ti � � p p to r- oo 00 °r° �. w r y cs co cl) M z I I I I I I PERGOLA/ TRELLIS 3 z I PROPOSEID ABOVE :BEAM ABOVE/ BELOW PROPOSED Lu I SHOWER p ACK ,DS LJL EXPANDED LANDING I I IPERGOLA/ TRELLIS w X z I PRGIPOSEb I I i PROPOSED SHOWER OPTIONAL GLA55 U4I SHOWER PLATFORM BELOW EXISTING I I I 1 I Q OR ACRYLIC WIND MAIN HOU5E PROPOSED SHOWER cn7� (o A 1 PLATFORM BELOW 06 DN LJ A 3 V1 p>p PROPOSED WOOD 1 w i � 3 Q PLATFORM PROPOSED WOOD DN J 0O U �\ A w PLATFORM p p W , > A.3 u �Y�I H 32 14 U W�°z z 6X6 6X6 mz m DATE: 05/06/17 ■ \ ; EXISTING STAIR, 6' SLIDER I CUT BACK ® \ I I TREAD 2- 1 3/4" X q 1/4" LVL PROPOSED 60" DIA. r I I I _-FII n I I I 1 SPIRAL STAIR ABOVE O> ALIGN TO EXISTING2 -PROPOSED GRADE LEVEL O M =WOOD PATIO ON GRAVEL 0)z r -i >- 0 Ln II m II A.3 II II STORAGE W w I w F- I (.X61I I 1 Q _ ------------------ �C-- lz'1 BEAM ABOVE O w Q i LL + Lu / I Z / \--------------- 6 6Xh�/ \-12" DIAM. CONCRETE SONOTUSES (TYP.) SIMPSON 6X6 P05T ANCHORS 18'+- (TYP.) @ EACH SONOTUBE ALIGN TO EXISTING A A.3 ASPHALT ROOF EXISTING DECK W/ PROPOSED DECK ABOVE I PROPOSED GRADE LEVEL DECK BELOW PROPOSED: SECOND LEVEL FLOOR PLAN EXTEND PLATFORM i PROPOSED 60" DIA. I SPIRAL STAIR I I I UP TO DECK ABOVE I i ROUGH OPENING 11\ 5 -20+_ i I I L DECK LINE ABOVE I _DN z EXISTING STAIR, CUT BACK I TREADS I- 4" X 11 7/8" LVL ON 2- 1 3/4" X 11 7/8" LVL H O 0 zQ O Y > (D p z W w (D F- -' z V W a W WOW z w- OF - Z- ~OW W W >- W < N p p Q Q Q z p o O d Q - � ti � � p p to r- oo 00 °r° �. w r y cs co cl) M 0 3 z :BEAM ABOVE/ BELOW PROPOSED 1 I p ACK ,DS LJL EXPANDED LANDING I I IPERGOLA/ TRELLIS w X z I PRGIPOSEb ABOVE w OPTIONAL GLA55 U4I SHOWER EXISTING I I I 1 I Q OR ACRYLIC WIND MAIN HOU5E PROPOSED SHOWER cn7� 1 PLATFORM BELOW 06 SCREEN LJ d Q V1 LL A w i � L W- 00 ww PROPOSED WOOD DN J 0O U �\ A w PLATFORM p p W , > A.3 CL 'Md' �Y�I H 32 14 U W�°z EXISTING DECK W/ PROPOSED DECK ABOVE I PROPOSED GRADE LEVEL DECK BELOW PROPOSED: SECOND LEVEL FLOOR PLAN 4/ TRELLIS )SED SHOWER ORM BELOW EXTEND PLATFORM i PROPOSED 60" DIA. I SPIRAL STAIR I I I UP TO DECK ABOVE I i ROUGH OPENING 11\ 5 -20+_ i I I L DECK LINE ABOVE I _DN Z N 13 w 12 m = I 10 q \ 8 1 7 / 6 DN / 5 :— EX. LANDING EXISTING STAIR, CUT BACK I TREADS I- 4" X 11 7/8" LVL ON 2- 1 3/4" X 11 7/8" LVL H O 0 zQ O Y > (D p z W w (D F- -' z V W a W WOW z w- OF - Z- ~OW W W >- W < N p p Q Q Q z p o O d Q - � ti � � p p to r- oo 00 °r° �. w r y cs co cl) M X6_ - - - - 4 j"X94T MICROLAM OR EQUAL I I I ' P6X --------------------- 3 :BEAM ABOVE/ BELOW PROPOSED 4G STAIR, CzC G ACK ,DS LJL EXPANDED LANDING °� O 2 —I wz >O OPTIONAL GLA55 11 7/8" LVL ON 4" X If 7/8" LVL ~ 0 c/) Z OR ACRYLIC WIND + W d LL 06 SCREEN LJ d Q V1 LL A w i � L W- 00 4-J N 11 arm cm 0 6X6 �\ 6X6 to p , CL 'Md' OJ LL U s 6X6 6X6 0- m DATE: 05/06/17 ■ \ ; SCALE: 1/4" = V-0" 81-01 (� O> ALIGN TO EXISTING2 m O M 0)z r -i >- 0 Ln A m A.3 0 w z O Lu p 4/ TRELLIS )SED SHOWER ORM BELOW Q 4G STAIR, CzC G ACK ,DS LJL °� O 2 —I wz >O 11 7/8" LVL ON 4" X If 7/8" LVL ~ 0 c/) Z W d LL 06 d Q W Z LL A w L W- 00 J 11 arm cm 0 W �\ oy , CL 'Md' OJ LL U w O w F- 0- DATE: 05/06/17 \ ; SCALE: 1/4" = V-0" DRAWING #: