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HomeMy WebLinkAbout0145 OCEAN AVENUE �, : v: -. _. s .� : - . ,�. . F > � t�� - .. ... _ .. .. '.: -. .. -. � _� z - 1 v ., .. y z j �. - ri r ., � k .. - � � � .. I �� .. .. „ _ - �� ottt�r� HAMRrABLF _ BARNSTABI,E t6yg. 7q. 10� Town of Barnstable " Growth Management Department Barnstable Historical Commission ` ' www.town.barnstable.ma.us/historicalcommission NOTICE OF INTENT TO DEMOLISH A SIGNIFICANT BUILDING Date of Application 3 Full Demotion Partial Demolition Building Address: f I O cEn w A� Number Street p �E N l �_U I ILLfl- 02(9� Assessor's Map# Assessor's Parcel# Village ZIP Property Owner:Na �, I��LI�j me one �9O G Property Owner Mailing Address (if different than building address) S J Property Owner e-mail address: � { =� Contractor/Agent: Contractor/Agent Mailing Address: , .... Contractor/Agent Contact Name and Phone#: Name Phone# Contractor/Agent Contact e-mail address: Detail of Demolition Proposed: E Type of New Construction Proposed: D r)-r1 n M ex�N 1) b��1 Provide information below to assist the Commission in making the required determination regarding the status of the Building in accordance with Article 1, § 112 Year built: _ I goo Additions Year Built: 1 (p 0 +1/ Is the Building listed on the National Register of Historic Places or is the building located in a National Register District? No Yes Property Owner/Agent Signat re May,2014 FO%Nl 3 - BUILDING �1 Area Form no. _ CVD 44 LaSS:ACHUSE:TS HI5i0RICAL COMMISSIQ;V 8U. tioylston Boston, MA 02116 - r rownBariis�table {Centerville-Crai vj 11eL� s acldres s Ocean Ave. e Al ha CoGta - •� Historic Vame P __.g.- 1 Use. Original residential Present - � ' ownership: Private individual - � �� •. � �I : ,. Private organi_ation A'. Public Original owner unknown... 'a o - _ a DESCRIPTION s • •. �.o r�-ram--: - location znlrelation to nearest cross streets and other buildings Date c1 1872 or geographical features. `. Indicate north. Source style, Camp history _ Style Gothic Revival D G:de1 Architect unknown Exterior wall fabric flush board a _ t ' Outbuildings .none. Mayor .alterations (with dates) l / addition of chimney E20th? a ' ;coved no Date., Approx.lacreage under .5 acre Maril n Strauss Setting residential Recorded Organisation Barnstable Historical-,COMM.., - Date Photo 03-29-QJ44 (Stable additional sheets here) ARCHITECTURAL SIGNIFICAM:CE (describe important architectural features and e,.aluate in terms of other buildings within community) Alpha Cottage is an excellent and intact example of the type of fanciful cottage being erected at Camp Meeting .grounds and at secular developments of the period.+ It is undoubtedly one of the buildings erected during the first years of the Camp's existence. Standing lz stories high this diminutive cottage is decorated with a carved vergeboard . round and flat arched labels over windows and doors, and a carved second story balcony. The exterior chimney was probably an early 20th century addition intended to extend residency beyond the warm summer months. HISTORICAL SIGNIFICANCE Cexplain the role owners played in local or state history and how the building relates to the development of; the community) . Alpha Cottage is an excellent representative example of the 40-60 cottages which now P g comprise the Craigville Christian Camp Meeting Association. Most of these small dwellings were erected during the late 19th century when the settlement was establising a permanent summer religious meeting place and needed shelter for the many families who traveled to-Craigville. - This dwelling is among the earliest erected. - i BIBLIOGRAPHY and/or REFERENCES Barnstable County Atlases- 1880, 1907. ` Vuilleumier, Marion. Craieville on Old Cape Cod. 1972. The Seven Villages of Barnstable. 1976. 20M-2/80 f i 4 y ,1991or "r 7 •b •�. i R i yx t , R I Cti ly M. CE 'P o lie chaim�of C�a�gti pile �s � t ! dy {[age is the number of cottagesws►xmilaixm stile to The' `pha. r Cottag on Oce59an��+enue t8ui1[to l 72�inihe� Goths Reival'style wuh jts flush board xicnor and fan y��n,Tbicatl trunx[hh A1ph Cbftagc is.an czcc1„ acrctample of the fanciful cottagcs erected a[camp riccun6 g ands an ndoub c"dlyhone of the build[ gs erected dunng the 4first s ohthe Cm1Svtlle camp ground s exut¢nce dunn�g the late. 19thccF ntury nihcn Ehhc Craiigviillle Chnsuan Came Mecuns Assocta i �tion was es[ itsh na?pew-ent ?"�r relgious mecung place i d mxded shelter for tteefamiltes[rav�eUng ioCra�gtlie. ''A1phaC to agc is -0 s6nic forty to lifty cott - agcs compnsmg the WsetticmcnL S n A- MEtanding nc ad'.a half stones ht h the little cottage is # dcc ra[cd W,�avcd Vcr�eboaid around snd flat arch dlabels ! o�ci the ar ndows and doors:mod a Carr ed sec nd lOs yib�d°tuon n' • � �c tcnoi''c}iuriicyprob3b�Y.was an early 20th centi:�y ��,, � '` � dcd to�excend""restdencv licy_on�d the warm spmmer mont�its �, !7"� phoo mfnrmanon` coiu YofBarnstableHistoncaiCommtsston; i , r s � e 25,1957 3Jd� is b1� �fxBot �Iyann §;Massa I a tea' � yx F e yyyyyy+++.e�y�, f a#1 7 k * i iv , I F .r o Qt7 YIELA(°£=Many of haaars pigi like this o�,aie of lse 1�lDa vtumgs Ott theYc aim The CraigviIIe Tahe:na��e,focal ii*of thew Commnntty,oeZsb� tte`I OQt� t?, ti i;r `* .:., s - 'y�'�syr� '�'t,t:... � w•wt�' ti- �a ���,`tit�'' .X' t*x'* 3 Y f N ,.� jx. ..t . � " .J, _,,.. ,�.r. r.}k:, a� �,rv, �L �T',,. ,i,. "".`°"•'y- .LF� � ,yy�S 't% .�+-r. -�' ,ak �� ��r,-" o. t '� ,.�','� uses 5:, �,�^4,. ,Ifx'•. 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ZONE: CRAIGVILLE BEACH DISTRICT (CBD) NEIGHBORHOOD OVERLAY DISTRICT: CRAIGVILLE VILLAGE (CV) ss Article XIV.District of Critical Planning Concern Regulations - 60, 240-131.4.Craigville Beach District Village Craigville Neighborhood Overlay t I - VOLUNTARY DEMOLITION (240-131.3) AREA SUMMARY(GSF) LOT COVERAGE(240-131.6) AREA OF EXISTING EXTERIOR WALL: 2,029 GSF EXISTING PROPOSED LOT AREA: 3,595 GSF BASEMENT 612 512, PROPOSED DEMOLITION OF m 1st FLOOR ALLOWABLE BUILDING COVERAGE: 1,339 GSF EXISTNG EXTERIOR WALL: 410 GSF / EXISTING 512 254 PROPOSED BUILDING COVERAGE: 1,335 GSF =20% ADDITION 593 PERCENTALLOWED: 20% 2nd FLOOR ALLOWABLE TOTAL COVERAGE(50°/,) 1,798 GSF a EXISTING 247 247 PROPOSED TOTAL COVERAGE: 1,379 GSF .AREA OF EXISTING ROOF: 866 GSF ADDITION 332 PERCENT COVERED: 38% �11 TOTAL: 1,271 1,938 PROPOSED DEMOLITION OF EXISTING ROOF: 341 GSF NET INCREASE=667 GSF =401A PERCENT ALLOWED: 50% TERRY KENYON,AIA 18 SEPT EMBER2015 Stye t 45Appleton sve TITLE SHEET & ZONING COMPLIANCE _ ADDITION&RENOVATIONS Bost(617)549-3138 on,MA 02116 151 OCEAN AVENUE SCALE:1/16"=T-0" tenykenyon@gmail.com CRAIGVILLE,MASSACHUSETTS 2,-2 v2" .. Ut CL OS XISTING DECORATIVE BALCONY TO REMAIN 12'-0 1/2" 7'-7 1/2" BEDROOM 2 BEDROOM 3 OPLAN-2nd FLOOR (SCALE:1/4'=1'-0^) 2'-2 1/2" 25'-3' 20'-2" CLOS. UP BEDROOM 1 ❑ BATH KITCHEN 10 I 1/2 LIVING ROOM j i • I 0-1 " A2 DECK A 2 7'-11 1/2" OPLAN-1st FLOOR (SCALE:1/4^=V-0") TERRY KENYON,AIA 18 SEPTEMBER 2015 45 Appleton Street ADDITION SRENOVATIONS FLOOR PLANS - EXISTING _ Boston,MA 02116 A (617)549-313e 151 OCEAN AVENUE SCALE:1/8"=1'-0" terrykenyon@gmeil.mm CRAIGVILLE,MASSACHUSETTS 3 7 F O o 0 I I LL o a a 1 I C C w 1 I K .------J O ' RADE VARIE ` GRADE VARIE - _2 P f © SECTION O SECTION TERRY KENYON,AIA 18 SEPTEMBER 2015 45 Appleton Street ADDITION&RENOVATIONS SECTIONS A & B- EXISTING Boston,MA02116 151 OCEAN AVENUE (617)549-3138 SCALE:1/4"=V-0" terrykenyon@gmail.mm CRAIGVILLE,MASSACHUSETTS 2 d FLR ._� tat FLA tat FLR 4 � OEAST ELEVATION BASEMENT O NORTH ELEVATION BASEMENT s �rN 2ntl FLR p .h " %I 33 a � p§ s Ai L Mom , fi fat FLR let FLR . BASEMENT _ BASEMENT 3 WEST ELEVATION ®SOUTH ELEVATION TERRY KENYON,AIA 18 SEPTEMBER 2015 45 Appleton Street AooITIONaRENOVATIONs EXTERIOR ELEVATIONS - EXISTING Boston(617)5,MA 9-313816 151 OCEAN AVENUE (6n)54&31 a8 SCALE: 1/8"=1"-0" 'i terrykenyonpgmail.com CRAIGVILLE,MASSACHUSETTS li 3'-5' 0'-8 'S'-21n 20'-Z a-11^ ENTRY CANOPY TO RENGHOUSE 3-0" ABOVE 9 a ` gI. �{%ISTING STAI RWA8EMAIN CLOSET CLOSET TO BE REMOVED 2 .1 0'.F- FAMILYROOM 1 " 15-T• DECK ' KITCHEN ' " S'-21n° O1st FLOOR PLAN T-5 a-e 21-21n •2� ' -EXISTING WASHER fl DRYER : .:".... ...�... ... ... .. ...._` ---IXISTING FOUNDATION ram.........._-.- - -..-I �o 7BINK ...EXISTIN I"`\h- BEPTIO _J;-- --- - EW SZRUCTURAL COLUMNS EXISTING SOBE REL -EXISTING STRUOTURALCOLUMN TO BE REMOVED-- EXISTING BASEMENT --EXISTING ELECTRICAL PANELL......,.--..- /E /-fXI6TING WATER METER TO REMAIN— I. I/ 20 4- LMU INFILL® EXISTING WINDOW 15-T REPLACE EXISTING DOOR Y - 1 Up __COVERED EXTERIOR SPACE EXISTING EWB-STEEL REINFORCED DECK CMU WALL DOWELLED INTO (ABOVE) EXISTING SLAB 8 SIDE WALLS 1 t` `\ EXISTINGLEACH 1 FIELD BASEMENT PLAN TERRY K Street AIA AD EPTEMBER ITION&REN V BASEMENT & 1st FLOOR PLANS 48 Appleton Street ADDITION 8 RENOVATIONS A 4 (617)5 9-3138MA 6 151 OCEAN AVENUE SCALE: 1/8"=V-0" (617)549-3138 terrykenyon®gmail.com CRAIGVILLE,MASSACHUSETTS R-38 BLANKET - INSULATION (T1P.FOR ROO WOOD DECKING ON SLEEPERS OOF WINDOW3� NEW WOOD SHINGLES PAINTED WOOD RAILING 1 '� � I �/� /,,,�p • ISODSEOC.KF T.1 I _ - ---------- 21SLANKET 'ENTRY (TYP,INSULATION YFOR WALL%— ANOP SHINGLES TO REMAIN O - Z I I XISTNG BRICK CHIMNEY NEWt VERT.WOOD SIDING (PAINTED) OVEREXISTING W000 SIDING S AIRIMOISTURE BARRIER O REMOVE AND REINSTALL O EW WOOD SHINGLES - ALL DECORATIVE TRIM ADD NEW 2><6 STU09, ¢ (TYP:FOR ALL EXISTING 2'-0"o.c.MAX. ° LL 4)ROOF PLAN WALLS TO REMAIN. (TYP.®EXISTING WALLS) D C p - \ w E T F XISTING STAIRWAY TO BE REMOVED &FLOOR STRUCTURE INFILLED y-1. H LF.. NTRY —_ -- R30 BLANKET INSULATION C_O_ Q$ET 0-1 t2" (TYP.FOR tet FLR ABOVE INHEATED SPAC u ADD 2XS JOISTS. - RADE VARI LL S � Q. O O BEOROOM2 r S19TERED TO - EXISTING FRAMIN BEDROOM 1 i6-0' 6'-0" DECK ISO so.Ff.)FT.) � I I Y,V OOF— O �OOF 2 SECTION A-NEW 2nd FLOOR PLAN SCALE: 1/4"=V-0" O SCALE: 1/8"=1'•0" TERRY KENYON,AIA 18 SEPTEMBER 2015 45 Appleton Street ADDITION&RENOVATIONS 2nd FLOOR &ROOF PLAN & SECTION A _ Boston,MA 02116 151 OCEAN AVENUE 5 (617)549-313e SCALE: AS NOTED terrykenyon@gmell.ConI CRAIGVILLE,MASSACHUSETTS NEW}'PAINTED WOOD SIDING TO MATCH EXISTING,APPLIED OVER EW WINDOW UNIT,SIZED EXISTING BALCONY TO REMAIN. ESTORE AND PAINT EXISTING WD EXTERIOR EXIST'G SIDING&NEW AIR/MOISTUIRE BARRIER.REMOVE,RESTORE& XIBTINO WOOD SHINGLE TO MATCH EXISTING(TVP.) RESTORE AND OREPAINT DOORS.ADD WEATHER STRIPPING REINSTALLALLEXISTINGDECORATIVE TRIM.(GARLAND TRIM ABOVE ROOFING TO REMAIN REMOVE,RESTORE AND REINSTALL OOF WINDOWS DOORS&WINDOWS,WOOD SILLS&BRACKETS®WINDOWS ALL EXISTING DECORATIVE TRIM. REPLACE w/NEW OF LIKE MATERIAL AND PROFILE WHERE NECESSARY. -- N I �ECORATWE WOOD DECORATIVE WOOD GABLE 9SEEEE SECTION C/A-T FOR GABLE&EAVE TRIM &SAVE TRIMTO REMAIN _ WINDOW TYPES. r TO REMAIN.RESTORE RESTORE AND REPAINT " .� I EW WOOD SHINGLE ROOFING EAST BIDE OF ADDITION AND REPAINT / O WOOD 9MINGLE SIDING 1 11'I \ ;, NTRY CANOPY l � Z EXISTING BALCONY TO REMAIN. O I Y RESTORE AND REPAINT AINTEO WOOD RAILING ., _ PACED WOOD SLATS.PANT � E SEA ' r t 1 .- ¢ ¢ NEW}°PAINTED WOOD SIDING TO MATCH EXISTING.APPLIED OVER EXISTG 61DINO &NEW AIR/MOISTUIRE BARRIER.REMOVE,RESTORE AND REINSTALL ALL EXISTING DECORATIVE TRIM.(GARLAND TRIM ABOVE DOORS&WINDOWS.WOOD BILLS 8 BRACKETS @ WINDOWS)REPLACE w/NEW OF LIKE MATERIAL AND PROFILE WHERE NECESSARY. A " %ISTING BASEMENT WINDOWS O EAST ELEVATION 2 NORTH ELEVATION TO REMAIN NEW WOOD SHINGLE ROOFING EXISTING WOOD SHINGLE ROOFING TO REMAIN PAINTED WOOD RAIL rSTIN11A3ALCONY REANRESTORE DREPINT / - may'' .ENTRY CANOPY I I ENTRY CANOPY EWIENTRV DOOR;tea 1 I '; 7 I _ �& O PAINTED W000 RAIL ;t. 1 t t EW WINDOW UNIT TO XI REPLACE EXISTING ENTRY O CLOSURE BELOW 1Bt FLOOR cc ® �,./. DOOR / O AND DECK RAIL TO BE 1X4 \ \ \\ / / / ' A 9PACED WOOD SLATS,PAINTED / METING W000 RAILINGS F (— TO REMAIN(REPAINT) WOOD SHINGLE E SIDING— CLOSURE BELOW 1e FLOOR AND DECKRAILT013E 1x4 SPACED WOOD SLATE.PAINTED N "wR el•: . ti ACCESS DOOR CONSTRUCTED EW}"PAINTED WOOD SIDINGST MATCH EXISTING,APPLIED OVER —WOOD SHINGLE SIDING EXISTG SIDING&NEW REINSTALL E BARRIER. TO MATCH BURROUNDINO SIDING REMOVE,RESTORE AND REINSTALL ALL EXISTING DECORATIVE TRIM. O WEST ELEVATION ®SOUTH ELEVATION Q WINDOWS)ILAND 1 REPLACEw//NEW OF LIKE MATERIAL M ABOVE DOORS&WINDOWS, A D PROFIILLEEWHHEERE NECESSARY. TERRY KENYON,AIA 18 SEPTEMBER 2015 45 Appleton Street ADDITION&RENOVATIONS EXTERIOR ELEVATIONS A�6 Boston,MA 0211E 161 OCEAN AVENUE (617)549-3138 SCALE: 1/8"=1"-0" terrykenyon@gmail.com CRAIGVILLE,MASSACHUSETTS PROFILE OF EXISTING ALPHA COTTAO DECORATIVE WOOD TRIM _ �`— ROOF WINDOW ®EXISTING GABLE TO + REMAIN - 388LANKET I ` INSULATION _ (TYP.FOR ROOF) R-IN BLANKET INSULATIONLl xB'e®2'-0'c.c.MAXI' (T .FOR ROOANKET INSULATION (TYP.FOR WAL OPEN �� 2%B RAFTERS EXISTING WALL AND II 0 T-0"o.a MAX.ROOF TO BE REMOVE I '� I �1�� ING WALL ANDV BE REMOVED�e i .a ..,0.del `i'� O >r ob II�D / J J / / r •1-! \`,1 j. LL O 4xl2WDBE h zXe WOOD STUDS °Gwe STRUCTUIRAL I I I ;5 SHEATHING, 1 OPEN m4 AIMMOISTURE BARRIER&SIDING 4 I 9 (TIPICAL FOR WALLS I I 1 i itt I ' AT ENCLOSED SPACE)/ 2xe FLOOR JOISTS SEE EXTERIOR MAX. I 1 j ELEVATIONS it i I 1 I I FOR TYPE OF SIDIN I I -xmma+amam..i ---.�-- -__- �,.. _.....--. I - ...-....F... .A.•�.. _.__.��.._- -.. �....�i__ ...._.._.. .__- -- _--..___a.-_ W R-W BLANKET INSULATION i (TVP.FOR 1a1 FLR REMOVE EXISTING FLOOR .ABOVE UNHEATED SPAC STRUCTURE THIS AREA j q REMOVE EXISTING FLOOR j &REPLACE WITH NEW , Q STRUCTURE THIS AREA I R-21 BLANKET INSULATION I &REPLACE WITH NEW I (TYP.FOR WALL O ,.. j EXISTING CMU FOUNDATION I TO REMAI EXISTINGWINOOWTOSE C EXISTING CMU FOUNDATION I I TO REMAI 1 I w/SP2x8 WOOD STUDS ACED SHEATHING REMOVED&INFILLED w/CM ... &WOOD SHINGLES EW CONC.FOUNDATION © SECTION O SECTION TERRY KENYON,AIA 18 SEPTEMBER 2015 - Bost n, ton 2116 ADDITION&RENOVATIONS SECTIONS C & D A 7 Boston,MA 02116 (s17)549-3138 161 OCEAN AVENUE SCALE: }"-V-0" t,,ykenyon@gmail.com CRAIGVILLE MASSACHUSETTS NEW D/H WINDOW R.O.=2'-3 3/4"w.x 4'-4 3/4"h. CC / NEW SLIDING PATIO DOOR R.O.=8'-0 "w..x 6-8 2'h. O „ o 0 -38 BLANKET INSULATION `\ / TYP.FOR R009 NEW D/H WINDOW / R.O.=2'-3 3/4"w.x 4'-3 1/2"h. 0 IIIIIIIIIII 0 R-21 BLANKET INSULATION ' NEW D/H WINDOW NEW SLIDING PATIO DOOR NEW ENTRY DOOR& (TVP.FOR WALL LL R.O.=2'-3 3/4"w.x 3'-7 3/4"h. R.O.=6'-0 "W.x 6-8 21"h. SIDELITES w w/}'STRUCTUIRAL =5'-10 2'W.X 7'-1 4"h. 24 WOOD STUDS R.O. )'GWS OPEN SHEATHING, J m¢ AIRMIOISTURE '� aARRIER8SIDING ICAL FOR WALLS AT LOSE.SPACE) ERIOR NEW D/H WINDOW EL ONS O / FOR TYPE OF 51 R.O.=2'-3 3/4"w.x 2'-11"h.' NEW AWNING WINDOW / R-3a BLANKET INSULATION R.O.=2'-9"w.x 1'-4"h. (TYP.FOR 1st FUR ABOVE UNHEATED SPAC / - 2.6 WOOD STUDS wl SPACED SHEATHING 8 WOOD SHINGLE --WOOD GIRDERS-(42x12 D/H WINDOW NEW AWNING WINDOW NEW ENTRY DOOR (RESTORE EXISTING) R.O.=2'-3 3/4"w.x 2'-0 1/2"h. R.O.=3'-01' w.x 6'-8 1/2"h. SONOTUSE FD R.O.=1'-4 3/4"w.x 4'-11 1/2"h. 4'LANDSCTIVE ST I11 - OVER LANDSCAPE FABRI OSECTION WINDOW/DOOR SCHEDULE TERRY KENYON,AIA 18 SEPTEMBER 2015 45 Appleton Street ADDITION&RENOVATIONS SECTION E &WINDOW/ DOOR SCHEDULE Boston,MA 02116 151 OCEAN AVENUE A-8 (617)549-313e CRAIGVILLE,MASSACHUSETTS SCALE: }"=1'0" terrykenyon@gmail.mm WOOD GARLAND TRIM WINDOW SPECIFICATION (REAPPLY TO FACE OF NEW WOOD SIDING) NEW AIR/MOISTURE BARRIER 1. Malvin StormPlus Clad Ultimate Insert EXISTING t a& Double Hung ' WOOD �' 0 3 B"x 1 8" ! 2. Features: GARLAND �, - STUD TRIM NEW a. � Interior finish-white painted �,� „e# sc+' WOOD SIDING b. Exterior finish - aluminum clad, EXISTING T&G .; White WOOD SIDING c. Hardware finish-Satin Nickel EXISTING T&G WOOD SIDING - "~ d. Glazing-LoP-k272@ 1, Auxiliary Materials: High SINGLE GLAZED Transparency insect screening. WOOD SASH TYPICAL EXT.WALL CONSTR.- x W' TYPICAL EXT.WALL CONSTR.- 2 6 D STUDS,SPACED BETWEEN 7/8"� f�Off$„ 2 x 6 W'D STUDS,SPACED BETWEEN EXISTG WO STUDS 2'-0-O.C.MAX., W'EXISTG D STUDS 2'-0"O.C.MAX., w/R21 BLANKET INSULATION w/R21 BLANKET INSULATION & "GWB NEWD/H &q GWB WINDOW UNIT EXISTING T&G WOOD SIDING NEW D/H 2n WINDOW UNIT SINGLE GLAZED WOOD SASH NEW WOOD SILL TYPICAL MUNTIN @ to NEW INSULATED C k N WINDOW UNIT N WOOD SILL T 'M - A el 1s EXISTING 7¢ CO STUD �,5/8" NEW AIR/MOISTURE NEWT&G EXISTING WOOD BRACKET BARRIER WOOD SIDING T&G WOOD (REAPPLY TO FACE � SIDING OF NEW SIDING WOOD BRACKET A ODETAIL-HISTORIC WINDOW,HEAD&SILL 2 DETAIL-WINDOW TYPE A,HEAD&SILL O DETAIL-WINDOW TYPE A,JAMB O TERRY KENYON,AIA 18 SEPTEMBER 2015 45 Appleton Stet ADDITION&RENOVATIONS WINDOW DETAILS Boston,MA 02116 151 OCEAN AVENUE _9 (617)649-3138 SCALE: 3"=1'0" terrykenyon@gmail.wm CRAIGVILLE,MASSACHUSETTS 10'-6" 10'-10" 25'-2 1/2" XISTING WASHER&DRYER ----- I H , I EXISTIN r 'r--------- ---------- I SEPTIC ;------- -- ---- EXISTING HWH TO EW STRUCTURAL COLUMNS BE RELOCATED �XISTING STRUCTURAL COLUMN TO BE REMOVED , - - ----------..-------------� EXISTING BASEMENT --EXISTING EL EXISTING UTILITY REMAIN / EXISTING W INK TO L ,[ 20-4" CMU INFILL @ I. EXISTING WINDOW 15-7" REPLACE EXISTING DOOR bum UP —COVERED EXTERIOR SPACE ------------------------------------ 1 EXISTING LEACH FIELD TERRY KENYON,AIA 18 SEPTEMBER 2015 45 Appleton Street ADDITION&RENOVATIONS BASEMENT LAYOUT e_ Boston,MA 02116 151 OCEAN AVENUE 1 /"� 1 O (617)549-3138 SCALE: b terrykenyon@gmail.-m CRAIGVILLE,MASSACHUSETTS 3'-5" 10'-6" 10'-101, 25'-2 1/2" r_5rr 0'-11" __ �"m"P �f_fa4F-7— — ���� %r CLOS. z i i . _ ENTRY CANOPY ABOVE 3'-0" o 0 0" C) N �{` XISTIN C L CLOSET CLOSET LIVIN DWN 20-4" L-3'-1" FAMILY ROOM 15 DECK R1 KITCHEN 9'-2 1/2" 2,6„ 19'-2 1/2" � Al-0 1/2" TERRY K t Stre AIA ADDITION 8 RENOVATIONS 1st FLOOR LAYOUT 45 Appleton Street Boston,MA 02176 151 OCEAN AVENUE (617)54&3138 SCALE: }•'=1'-0" terrykenyon@gmaii.00m CRAIGVILLE,MASSACHUSETTS T 4" 19'-2 1/2" 6'-0' XISTIN &FLOC 3'-1T HALF` -ENTRY Z _ le CANOPY CLOSET X-11/2" 3'-0" (� - CI S O ( O " DECK BEDROOM 16 (50 SQ.FT.) r------ 3-111. I I Intl ' I i i I I I OOF� I I �I�____•---------ROOF TERRY KENYON,AIA 18 SEPTEMBER 2015 45 Appleton Street ADDITION&RENOVATIONS 2nd FLOOR LAYOUT - Boston,MA 02116 151 OCEAN AVENUE —1 2 (617)549-3138 SCALE: }"=7'-0" tenykenyon@gmail.com CRAIGVILLE,MASSACHUSETTS • - OOTING A (SOT.FTC1 TO BE EW 3}•LALLY COLUMN ®BOT.OF SEPTIC TANK) ON NEW CONCRETE FOOTING CUT EXISTING SLAB&EXCAVATE • 4'-8 'J 12 T03ELOW EXISTG SLAB 1 ______ ____________________ \ 1 1 -11 12 -7 y.-.,. �-EXISTING FOUNDATION . EXISTING SEPTIC 11 1 1 i I/-FOOTING C j - &FOOTING } } } TANK(VERIFY LOCATION.IN FJELD_ EXISTING COLUMN - 1 I I TO BE REMOVED-� NEWS"WALL DOWEINFORED I ^ I C. WALL DOWELLED ION'TO , 8.612' B'•3' I EXISTING SLAB&SIDE WALLS VERIFY LOCATION __________________.1 FOOTING ' I OF EXITING PIPE I L.______________ _ ----- I 1 FOOTIN AJ D-0 `'\ 1 1 �--COVERED EXTERIOR SPACE-,,: -COVERS EXTERIOR SPACE--� B - 1 10, EXISTING DECK mom ..B 7 \ 1 ,l EW 8'GONG.FOUNDATIO WALL } .. ....w... .... N FOOTING A 1\ ; W/V-8'SPREAD FOOTING EXISTING LEAD �-FOOTNOA FIELD(VERIFY / LOCATION IN FI ) --LpWEq TOP OF FOUNDATION NDATION THIS AREA TO S-8' _ BELOW 80TTOM OF let FLOOR STRUCTURE. '-S 3'-112 .212 8'-11 FOOTING SCHEDULE FOOTING A 12-CONC.FILLED SONOTUBE V-6 x 1'-8'SPREAO FOOTING' , FOOTING B 12 CONC.FILLED SONOTUBE SPREAD FOOTING NOT REOD _ FOOTING C 12'CONC.FILLED SONOTUBE 76'z 2-6-FOOTING NOTES: - 1) LOCATION OF EXISTING SEPTIC SYSTEM IS BASED ON FIELD OBSERVATION.VERIFY IN FIELD BY FULLY EXPOSING TOP OF EACH ELEMENT OF THE SYSTEM.NOTIFY ARCHITECT OF ANY DISCREPANCIES. 21 UNLESS ANY NOTED,BOTTOM OF FOOTINGS IS TO BE 4'-0"BELOW THE SURFACE OF THE GROUND. 3) UNLESS OTHERWISE NOTED,TOP OF NEW FOUNDATION TO BE WITHIN S•OF FINISHED GRADE. 4) TOP OF NEW SONOTUBE FOUNDATIONS TO BE @ FINISHED GRACE. TERRY KENYON,AIA 18 SEPTEMBER 2015 FOUNDATION PLAN 45 Appleton Street ADDITION&RENOVATIONS Boston,MA02116 151 OCEAN AVENUE (B17)54B-313B SCALE: AS NOTED ten,Ken1@gmaB.wm CRAIGVILLE,MASSACHUSETTS E �, •I XISTING TAIRWAA TO BE REMOVED 8 FLOOR TRUCTURE INFILLED AREA OF DECKING ON SLEEPERS ABOVE 1 OPEN O _ _ O 4 O m 2-2X12's 24 RAFTERS @ 12-O.C.MAX. SLOPE @ k PER FOOT O 2nd FLOOR FRAMING PLAN E 'T T 7 D ISc A A 3• C.FILLED . STEEL LALLYLLY COLUMN RAWNO AREA UPB DOWN -....�r" ,wu,.... "g'•� - 3'-0'BEL.W THIS 1st FLR ELEV. .. i �XISTING FOUNDATION WD GIRDER @ PE - GROUNDLEVEL 4-2x12'S(Irh f 2,000 LB8) ; V. 1 OC AX ' j IIIII III F.-I 1 e�a ' t 3:wwARdJb,wxw:i'. ' IIIII II w EXISTING I EW 8'STEEL REINFORCED I((Nn!1 2,OO�Lffb)I I I i I I I I OA{BOVE1 OMU WALL OOWELEOINTO EXISTING 8 S1DE WALLS WO GIRDER L XIS G SLAB GROUNL , D LEVEL--- EVEL - r ALL STRUCTURAL LUMBER IN THIS NOTE: O1 AREA TO BE PRESSURE TREATED UNLESS OTHERWISE NOTED,f=1,200 FOR ALL 1st FLOOR FRAMING PLAN UNLESS STRUCTURAL LUMBER TERRY KENYON,AIA 18 SEPTEMBER 2015 45 Appleton Street ADDITION B RENOVATIONS 1st & 2nd FLOOR FRAMING PLANS _ _ Boston,MA 02116 151 OCEAN AVENUE 2 (e1 )548-3138 SCALE: k'=V-0•' terrykenyon@gmall.00m CRAIGVILLE,MASSACHUSETTS ' 2 x 4'e®E'A"c.c.MAX. EXISTING ROOF FRAMING TO REMAIN It -------------------- I I 1 I ♦ I , F71 I F 71 I I I I L' L=ull.1 I r YxBY®2'•e'o.c.MAX.. OROOF FRAMING PLAN TERRY K Appleton Street AIA 18SEPTEMBER2015 ROOF FRAMING PLAN _/� Bo 6 ADDITION&RENOVATIONS 3 Boston,MA o2tt 151 OCEAN AVENUE (617)5493138 SCALE: }"=1'-0" terrykenyon@gmall.com CRAIGVILLE,MASSACHUSETTS -'" TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION f 7 �1 Map A' 6 Parcel O Application# ,�(, 7006q 7 Health Division -7 6(p& _ Conservation Division Permit# Tax Collector F • . Date Issued )� Treasurer ,• , Application Fee Planning Dept. s�� �3 f Permit Fee Date Definitive PI,!an pproved by Planning Board C:� II7Ip2 Historic-OKH I P eservation/Hyannis Project Street Address V 1 vt Village -�E..� Owner �..&001>16 G Address 1yS OMAQ AQG. 6RAY%MAk1Z Telephone 58.77$'bN% Permit Request_)�'�tDt�10U �Q�.�C30� C �Evu 4%TC54c� V1fo1lUG-E �rtt�oow�� Square feet: 1st floor:existing .576 proposed 540 2nd floor:existing5 76 proposed Jr y 0 Total new 1060 Zoning District Flood Plain Groundwater Overlay Project Valuation �1.� �0. Construction Type U1 D Lot Size 15 o0o Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#uni ts) � � Age of Existing Structure Historic House: ❑Yes No On Old King's Highway: ❑Yes klo Basement Type: ❑ Full Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) a Basement Unfinished Area(sq.ft) O Number of Baths: Full:existing new Half:existing a new t — Number of Bedrooms: existing_ new Total Room Count(not including baths):existing L4 new 2 First Floor Room Count Heat Type and Fuel: VGas ❑Oil ®'Electric ❑Other Central Air: ❑Yes ®'1Vo Fireplaces: Existing New Existing wood/coal stove: ❑Yes umo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:®'existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes If yes,site plan review# Current Use Proposed Use ` n BUILDER INFORMATION Name %J NS Telephone Number 51 �42-Yu -?`Vq. T Address `2 tS: iA (`�Q ,� License# ©J Oc,7y P . 02�6L1 " . A Home Improvement Contractor# ©� Worker's Compensation# • -y ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CAM" §, 4&f0 03 ttAA CrI r" SIGNATURE DATE / F FOR OFFICIAL USE ONLY ° a ^PERMIT NO. DATE ISSUED - MAP/PARCEL NO. 1 ADDRESS VCLAGE '� •-� - OWNER J DATE OF INSPECTION: M' _ FOUNDATIONqlz .47 t� a� — r FRAME �fs? S11487 $ INSULATION 0 $ o ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL Li } :GAS ROUGH FINAL 4 FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. y g J The Commonwealth of Massachusetts Department oflndustrialAccidents Office of Investigations i 600 Washington Street Boston, M4 02111 wrvw.mass.gov/dia Workers' Compensation Insurance Affidavit: builders/Contractors/Elects icians/Plulnbers Applicant Information ]Please Print Legibly Name {Business/Organizationadividual): - Address: V v \A C`qa c-- . MA. 0W4 9 City/State/Zip: Phone#: �So8' L�jg"vl Q Lq Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6 ❑ New construction b_Amployees(full and/or part-time). have hired the sub-comractors 2. I am a sole proprietor or p artner- listed on the attiched sheetl Remodeling ship and have no employees These sub-contractors have S. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9.{ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] i officers have exercised their 10. Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12,❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such ;Contractors that check this box must attached an additional sheet showing the name of the subcontractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy andjob site information. Insurance Company Name: Policy#or Self-ins.Li_c. #: Expiration Date: k Job Site Address: City/State/Zip- Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500,.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the for insur e coverage verification. I do hereby certify nde th ains ' J UJ F erjury-that the information provided above its true an-d7correci. Signafore: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# t Issuing Authority (circle one): 1.Board of health 2.Building Department 3.City/Town Clerk 4.Electrical inspector 5.Plum hing Insp€for 1 6. Other 1, Contact Person: Phone#: f OfTME,°,,� ,. Town of Barnstable Regulatory Services • " Thomas F.Geiler,Director 9 �►ss. $ Ep 9 Building Division Tom.Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us )ffice: 508-8624038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization, conversion, improvement;removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units.or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. 0-0 Type of Work: �JJ ��" / Estimated Cost D �a Address of Work: Owner's Name: � r z 6C0co Date of Application:fD I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER P N TIES OF PERJURY I hereby apply for a permit as the age of o er: Date Contractor Signature Registration No. OR Date Owner's Signature Q:wpfiles.foT=-.homeaffidav Rev: 060606 eon a Pmcriptive Packages for One and Two-Fanu7r ResidentW BaOdiogs Heated with ouil Fuel+ MAXIMUM MINIMUM Glazing Glazing Ceiling Wall Floor Ruemard : slab Heating�cooling Area'('/2) U-valuer R-valuer R-value' R-valwj Wall PerimcW Equipment EMcieacrr Package R-value' R-valve' 5701 to 6500 Heating Degree Days' Q� 12% 0.40 38 13 I9 _ Normal---__� R 12% 0. 2 30 � 19 19 IO 6 Normal s 12% 0.50 38 I3 19 10 6 85-AFUE T 15% 036 38 13 25 NIA NIA Normal U 15% 0.46 38 19 19 10 6 Normal V 15% 0.44 31 1 13 25 NIA N/A 85 AFUE w I5ye 0.52 30 1 19 19 10 6 85 AFUE X 19% 032 38 13 25 NIA N/A Normal Y 18%. 0.42 38 19 23 NIA NIA Normal t 13% 0.42 38 13 19 16 . 6 90 AFUE AA 19% 0.50 30 19 19 1 10 6 90 AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 6 N 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(*3 DIVIDED BY 42): Ja,IL 5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FORTIES INFORMATION. BUILDING INSPECTOR APPROVAL: YES:. NO: q-forms-080303 a tMME� Town of Barnstable Regulatory Services 9saxMAES. Thomas F.Geiler,Director 1 �p`e Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject roer l p p ry hereby authorize Qw � to act on my behalf, in all matters relative to work authorized by this building p permit application for: 1� •l�v e- (Address of Job) Signature of Owner Date G �-- C)CDC3--�' fi Print Name Q:FORM&OWNERPERMISSION ,� ✓fie -�ominxoouuea� o�./�aaaaclucaella BOARD OF BUILDING REGULATIONS 1 License: CONSTRUCTION SUPERVISOR Number- 058376 Birtfi��a£� 8A- 1959 . •r,r ..� HE Ez fires 08092 U7 Tr.no: 318.0 Res OTC sal 1 i DAVID P SHAST `\ j 12 VISTA CIRG— MASHPEE, MA.026 ( Commissioner ` i a i �=.... ✓/ze -�n-.nimoouuea/! o� �s .. Board of Building Regulations and S✓U HOME IMPROVEMENT CONTRACTOR Registration' f �108901 ExpA rab on___8%27/2008 �Typ��-.;Pnva1�6�Corporation REVISIONS, INC David Shastany 12 VISTA CIR MASHPEE, MA 02649 '``' �% Deputy Administrator, i s j t QUITCLAIM DEED The Christian Camp Meeting Association, a Massachusetts Corporation, having a mailing address of 39 Prospect Avenue, Centerville, Barnstable County, Massachusetts, 02632, for consideration paid in the sum of Thirty Thousand Dollars($30,000.00),grants to Myra Gooding,of 19 Hitchcock Road,Amherst, Massachusetts 01002,with Quitclaim Covenants, The land, together with all improvements thereon, located in Barnstable (Craigville), Barnstable County,Massachusetts,more particularly described as follows: Lots 245,258 and 259 as shown on Plan recorded'as"Perrys,Plan of Cottage Lots,No. 1,Christian Camp Ground, at Centreville Barnstable Co., Mass., C.H. Paine Surveyor 1872" recorded at Barnstable County Registry of Deeds in Plan Book 24,Page 1. Reserving to the Grantor and its assigns forever the perpetual right and easement to use in common with the Grantee and others from time to time entitled to use the same the said Lot 258 for the purpose of installing, maintaining, replacing, removing and using utility lines, sewers, drains, water mains, gas pipes, electric light,power and telephone lines and cable television lines therein and thereunder(all of which shall remain the property of the person installing same). If, in connection with the exercise of said right and easement, the Grantor shall make any excavations in any portions of said Lot,the Grantor shall,as soon as possible restore said portion and the surfaces thereof to their prior condition. V cal The Grantor further agrees to indemnify and save the Grantee harmless from and against any loss, damage or liability arising out of their exercise of said right and easement. p1�1 The Grantee, its successors and assigns shall have the right to relocate any such utilities installed by Grantor or its assigns,pursuant to this right and easement provided(i)the entire cost of a new survey and plan and drafting and recording of all documents necessary to effectuate such changes are borne by Grantee, its successors or assigns and including all costs of such relocation. The foregoing rights and easement shall be exercisable onlybythe Grantor and its successors and assigns and;others to whom said rights and easement may be specifically assigned, including without limitation, any entity providing utility services to said Lot. In exercising its rights under these reservations,Grantor and its successors and assigns agree not to interfere with the septic system of Grantee to be constructed on a portion of Lots 258'and/or 259. Further reserving to Grantor and its assigns the right to use for parking of motor vehicles so much of the Westerly portion of Lot 258 as is presently paved and used for such purposes. Bk 21754 Pg 123 #7271 7 . . Subject to and with the benefit of all rights,reservations,restrictions and easements of record, insofar as the same are in force and applicable. For title:see Deed recorded in Book 117,Page 468. WITNESS the hand and seal of the undersigned this ;'4 I` day of J z.t"kC,�r , 2007. CHRISTIAN CAMP MEETING ASSOCIATION By: Carl F. Schults,Jr. By: Richard Ireland Its: President its: Treasurer COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. f� On this .,)`1 day 2007,before me,the undersigned Notary Public,personally appeared Carl F. Shults, Jr., proved to me through satisfactory evidence of identification, in the manner set forth immediately below, to be the person whose name is signed on the preceding or attached document,and acknowledged to me that he/she signed it voluntarily for its stated purpose as the President of Christian Camp Meeting Association. Identification based on at least one current document issued by a federal or state government agency, bearing the photographic image of the face and signature of the individual being acknowledged. Identification based on the oath or-affirmation of a credible witness unaffected by the document or transaction who is personally'known to me and who personally knows the individual being acknowledged. ✓ Identification based on my personal knowledge of the identity of said principal. Attach official seal here Notary Pub c My commission expires: v �y R • o Bk 21754 Pg 124 #7271 R COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. i On this$T N day of 8W4&4W 2007,before me,the undersigned Notary Public,personally appeared Richard Ireland,proved to me through satisfactory evidence of identification,in the manner set forth immediately below, to be the person whose name is signed on the preceding or attached i document, and acknowledged to me that he/she signed it voluntarily for its stated purpose as the Treasurer of Christian Camp Meeting Association. Identification based on at least one current document issued by a federal or state government agency, bearing the photographic image of the face and signature of the individual being acknowledged. _ Identification based on the oath or affirmation of a credible witness unaffected by the document or transaction who is personally known to me and who personally knows the individual being acknowledged. Identification based on my personal knowledge of the identity of said principal. i yA 1 seal here Notary Public l My commission expires: ccting Assoc\Quitclaim Deed-02.wpd MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 02-05-2007 D 11%58am C04: 794 Doc'! 7271 Fee. $102.60 Cons: $30►000.00 I'Alia'IETABl...I `OUNTY [XCl:�F'�A•: PARNSTANI..�_ COUNTY REGISTRY OF DEEDS Dai;, i?" '15 200 c:! I i.o'�$ar; i t; BARNSTABLE REGISTRY OF DEEDS 0.. 1 noises Double 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Header\RB01 BC CALCO 9.3 Design Report- US 1 span No cantilevers 1 0/12 slope Tuesday,April 03, 2007 09:37 Build 057 09-00-00 OCS File Name: Revisions_Gooding.BCC Job Name: Peter& Myra Gooding Description: Roof Beam Address: 145 Ocean Avenue Specifier: City, State,Zip: Centerville, MA Designer: Joe Madera Customer: Revisions Company: Shepley Wood Products Code reports: ESR-1040 Misc: �o 12 1 12-00-00 BO,3-1/2" B1,3-1/2" DL 880 Ibs DL 880 Ibs SL 1620 Ibs SL 1620 Ibs Total Horizontal Product Length=12-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 12-00-00 15 30 09-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 6938 ft-Ibs 28.4% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 1966 Ibs 21.7% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U813(0.17") 22.1% 3 1 output as evidence of suitability for Live Load Defl. U1255(0.11") 19.1% 3 1 particular application.Output here based Max Defl. 0.17" 17.0% 3 1 on building code-accepted design properties and analysis methods. Span/Depth 11.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 2500 Ibs 28.2% 27.2% Spruce-Pine-Fir ( ask questions,please call 800)232-0788 before installation. B1 Post 3-1/2"x 3-1/2" 2500 Ibs 28.2% 27.2% Spruce-Pine-Fir BC CALC@,BC FRAMER®,AJS-, Cautions ALLJOIST@,BC RIM BOARD- BCI®, BOISE GLULAMTM SIMPLE FRAMING Column at Bearing BO analyzed for bearing.only, column analysis has not been performed. SYSTEM®,VERSA-LAM@,VERSA-RIM Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDS are Notes trademarks of Boise Wood Products, Design meets Code minimum(U180)Total load deflection criteria. L.L.C. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope=0, consider drainage. Connection Diagram �I b d a c a minimum=2" c=7-7/8" b minimum= 3" d= 12" Member has no side loads. Connectors are: 16d Common'Nails Page 1 of 1 Boisw Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam\RB03 BC CALC®9.3 Design Report-US 2 spans No cantilevers 0/12 slope Monday,April 16, 2007 15:10 Build 057 File Name: Revisions_Gooding.BCC Job Name: Peter&Myra Gooding Description: ridge. Address: 145 Ocean Avenue Specifier: City State,Zip: Centerville, MA Designer: Joe Madera Customer: Revisions Company: Shepley Wood Products Code reports: ESR-1040 Misc: �o 12 3 Illlllllllllllllllll � � l 10-00-00 20-00-00 BO,3-1/2" B1,5-1/4" B2,3-1/2" DL 683 Ibs DL 3972 Ibs DL 1314 Ibs SL 2097 Ibs SL 7117 Ibs SL 2430 Ibs Total Horizontal Product Length=30-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 30-00-00 15 30 09-00-00 2 Conc. Pt. (Ibs) Left 01-06-00 01-06-00 753 1293 n/a 3 Conc. Pt. (Ibs) Left 14-06-00 14-06-00 753 1293 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 15893 ft-Ibs 47.6% 115% 194 2-Internal Completeness and accuracy of input must Neg. Moment -19988 ft-Ibs 59.9% 1156/6 3 1 -Right be verified by anyone who would rely on End Shear -3134 Ibs 29.3% 115% 194 2-Right output as evidence of suitability for Cont. Shear 6151 Ibs 57.5% 115% 3 2-Left particular application.Output here based Total Load Defl. U377 (0.63") 47.8% 194 2 on building code-accepted design properties and analysis methods. Live Load Defl. U573 (0.414") 41.9% 194 2 Installation of BOISE engineered wood Total Neg. Defl. -0.092" 12.3%LL 194 1 products must be in accordance with Max Defl. 0.63" 63.0% 194 2 current Installation Guide and applicable Span/Depth 16.9 n/a 2 building codes.To obtain Installation Guide or ask questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALC®,BC FRAMER@,AJS-, BO Post 3-1/2"x 3-1/2" 2780 Ibs 31.3% 30.3% Spruce-Pine-Fir ALLJOIST@, BC RIM BOARD-, BCI@, B1 Post 5-1/4"x 3-1/2" 11089 Ibs 83.2% 80.5% Spruce-Pine-Fir BOISE GLULAM- SIMPLE FRAMING B2 Post 3-1/2"x 3-1/2" 3744 Ibs 42.2% 40.8% Spruce-Pine-Fir SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD@ are Cautions trademarks of Boise Wood Products, Column at Bearing BO analyzed for bearing only,column analysis has not been performed. L.L.C. Column at Bearing 131 analyzed for bearing only,column analysis has not been performed. Column at Bearing B2 analyzed for bearing only,column analysis has not been performed. Notes Design meets Code minimum (U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Member Slope=0, consider drainage. Page 1 of 2 1 J BOISE- Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Roof Beam\RB03 BC CALCO 9.3 Design Report-US 2 spans No cantilevers 0/12 slope Monday,April 16, 2007 15:10 Build 057 File Name: Revisions_Gooding.BCC Job Name: Peter&Myra Gooding Description: ridge Address: 145 Ocean Avenue Specifier: City, State,Zip: Centerville, MA Designer: Joe Madera Customer: Revisions Company: Shepley Wood Products Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide d= 12 or ask questions,please call b minimum=3" a minimum=2" = 1 " (800)232-0788 before installation. " BC CALCO, BC FRAMER®,AJSTM Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ALLJOISTO,BC RIM BOARD-, BCI®, please consult a technical representative or professional of Record. BOISE GLULAMM,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM®, Connectors are: 16d Common Nails VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Page 2 of 2 pFIKE Tp►y,� 'Town of Barnstable Barnstable Historical Commission BARNSTABLE, * 200 Main Street, Hyannis, Massachusetts 02601 9 MASS. (508) 862-4786 Fax (508) 862-4725 �pA i639• ♦0 www.town.barnstable.ma.us rED MA'S A O —i ED 3 C� March 23, 2007 Peter &Myra Gooding ° r 19 Hitchcock Road N Amherst, MA J RE: 145 Ocean Street, Centerville, built 1903 Map 226087 Heintz Cottage c1903; Listed as a contributing building within the Craigville National Register District. Plans dated 2-4-07; drawn by: Revisions, Building and Renov .one-entitled: "Peter and Myra Gooding, 145 Ocean Ave. Centerville.\ Dear Mr. Gooding: The Barnstable Historical Commission reviewed the above referenced plans at their duly noticed meeting of March 20, 2007, and found the addition to your historic building to be designed in keeping with the style of the existing building; there is no substantial alteration of the historical elements of this building. Based on these plans, the Commission finds no further action is required. The Commission would'like to thank you for working'with us in an informal design review. Sincerely d NancyChairman cc: Thomas Perry, Building Commissioner Sarah Korjeff, Cape.Cod Commission Ruth Weil, Director, GMD 0 F0 Pum NO. RM .B - BUILDING ASSACSETTS HISTORICAL COMMISSION 94 WASHING TON STREET, B )?f4 C OSTON, .MA 02108 ✓/ Cl s 2'. ai ville Town Barnstable Cr ����•: � �1't�5 Ocean Ave. = ddress _ A istoric Name • H .Heintz Cottage . summer cottage, ' .Use: Present Original same DESCRIPTION: 'c1903 Date -=------ -. Re istry..o Deeds --------------------------------- Source g Carpenter Gothic SKETCH MAP style Show property's location in .relationunknown to nearest.cross streets and/or Architect geographical features. Indicate . all buildings between inventoried. Exterior wall fabric nin le & vertical and nearest intersection. boards property , Indicate north. j,�r Q Outbuildings none N C O�etin, �p fide' Major alterations ('with dates) - C� • zed• rear wing added modernized; n Q o . Q Date n/_ _ QMoved no Approx.. .acreage .12. . Setting near central green Recorded by Patricia J. Anderson Organization Barnstable Historical Comm. Date Au ust 1986 Photo #115-7-CVD79 (Staple additional sheets here) JOB o d YQ Z AD, TAYLOR DESIGN ASSOC., INC. SHEET NO. OF ) P.O. Box 1313 aN FORESTDALE, MA 02644 CALCULATED BY r DATE 4- Z.S--O7 TEL./FAX: (508) 790-4686 CHECKED BY A- o ZN OF xjT�e.t/c� SCALE ........ - --------- - - .E. _�- J l.J' C ►..N :.................... ._......._ ".TC. f Q -- - -- -- - --- _ ..... ...... i Gr90 g .............. ..... ..... _... ._.. - --- - - a-... .. x. - ...... ... .-.. - . ---- -...... - ....:.... .:.:.... .....---y.._:_...--------- - -......---..._. - - - -.. ..._ .._. ---- .-- - c.s� 37G. -- _ ...... ...... - ----- .. 5.......... r r. ......r ....._, �... --. 4n1 V V _... -- ..... i s- ...... ...... W; ------------- ..... - . ��1 4 Iwew .. �-- ....... ..... - -- ....:... ... _......._.........._--_-_- -.---............. _ ...___ ..- • ..._ __ ... t' g, �-: ...-. . ..... : : : ..... _ . ..... ........................... _.... ..... _.. _ r tc ........:.--........... ......... d .... . ........... ....... ' t>L • Y i . 4... ..... -_ - ; ' ._. _... _A. .._.. -_.. _._. .-._. _.-. ...... .__. ..... _ �pTHE Tp�� Town of Barnstable Barnstable Historical Commission BARNSTABLE, 200 Main Street, Hyannis, Massachusetts 02601 9 MASS. g (508) 862-4786 Fax (508) 862-4725 $A 1639. 10 www.town.barnstable.ma.us rED MA'S A O 3 OD March 2s, 2007 Peter &Myra Gooding _:i s 19 Hitchcock Road N ` Amherst, MA x RE: 145 Ocean Street, Centerville, built 1905 Map 226087 Heintz Cottage c1903; Listed as a contributing building within the Craigville National Register District. Plans dated 2-4-07; drawn°by: Revisions, Building and Renovation; entitled: "Peter and Myra Gooding, 145 Ocean Ave. Centerville" Dear Mr. Gooding: 0 7 The Barnstable Historical Commission reviewed the above referenced plans at their duly noticed meeting of March 20, 2007, and found the addition to your historic building to be designed in keeping with the style of the existing building; there.is no substantial alteration of the historical elements of this building. Based on these plans, the Commission finds no further action is required. The Commission would like to thank you for working with us in an informal design review. Sincerely Nanc Clar Chairman Y cc: Thomas Perry, Building Commissioner Sarah Korjeff, Cape Cod Commission Ruth Weil, Director, GMD i INJC ENGINEERING, Inc. Civil & Environmental Engineering 2854 Cranberry Highway. East Wareham, Massachusetts 02538 - Ph. 508-273-0377—Fax 508-273-0367 June 19, 2007 t-1VIr. Thomas Perry Town of Barnstable Town Hall Building Division 367 Main Street Hyannis, MA 02601 RE: Revised Foundation Asbuilt Plan for 145 Ocean Ave, Craigville, MA Dear Mr. Perry: Please find enclosed a revised Foundation Asbuilt Plan dated May 3, 2007 (last revised 6-19-07) for 145 Ocean Ave for your records. The reason for the revision was due to the fact that the location of the recently constructed addition was shown incorrectly on the original foundation asbuilt plan dated May 3, 2007 that was previously submitted to your office. This revised plan now shows the newly constructed addition to be in its correct location,which is 22.3' from the western property line, 20.8' from the rear property line, 38.0' from the eastern property line, and finally 49.9' from the front property line. Should you have any questions or comments, please feel free to contact me at our office. Thank you for your assistance on this project. Sin erely, John L. Churc ill, r., P.E. JLC/mcp NJISIA10 0S 8 WV ZZ I'ii L0OG s+ EE] i 7 F: t ; REV IWONS BUILDING & RENOVATIONS (508)428-9929 �c l vt 14 To&vAvs t BUILDING & RENOVATIONS (508)428-9929 0 - - ' IMPORTANT - UPGRADE REQUIRED ��� "���°C+�RS RSVISWED1. STATE BUILDING CODE REQUIRES THE UPGRADING OF SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN AB ILDING PT. DATE • ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED. . NOTE: A SEPARATE PERMIT iS— &QUIRED FOR THE --Ei}�E bI�PaAFtTMENT" DATE INSTALLATION OF SMOKE DETECTORS—THE ELECTRICAL PERMIT SNOT SATISFY THIS REQUIREMENT. �Tf!'Sd�A dA25 SIRE REQUIRED FOR PERMITTING • 1 T!` CARBON MONOXIDE ALARMS ' ' MUST BE INSTALLED PER ___ -- - MASSACHUSETiS C : T 1 TP .. t .- t I : . M ,f _. i _ - - 1 t , T4 I RMSJONSI . +�- Wle> I Coe -- --- - BUILDING&RENOVATIONS (508)428-9929 w : A(w i �` eI B BB 144 ti K�2� �64 e ry is -, :.. u- WALL : y 2 12- 2+ ly _ 777777 0 � - . __.............. - - BUILDING.& RENOVATIONS (508)428-9929 f: ICI -_. _� .-�.-..-�--_---�--•-� - , " - - r Elf O _ -- - -- BUILDING &RENOVATIONS �(508)428-9929 I' I. , r i - 5 �.. _ F-g IT e +? ONS BUILDING &RENOVATIONS (508).428-9929 ! f r j ' y a _ ; : y 3 o y r. ; T : 771. i ! ' f - i f_ t t' e r f . � f LAM - l ` • 8 _. "" t REVL I ----------- 07 ._ ____._�_.... ... .... .. - - - BUILDING -,RE TOVATIONS '(508)428-9929 PLOT PLAN OF LAND " CLIENT FILE NO. 943 DEED REF: SEE BELOW OWNER: PETER & MYRA GOODING PLAN REF: PL. BK. 111, PAGE 2 ADDRESS: 145 OCEAN AVENUE LAND COURT CERT. OF TITLE: CRAIGVILLE, MA 02632 LAND COURT PLAN: ASSESSORS MAP: 226 PARCEL: 87 & PORTION OF PARCEL 86 DEED REFERENCES:. 1) BOOK 4255, PAGE 283 2) BOOK 11409, PAGE 93 3) BOOK 21754, PAGE 122 MAP 226 w PARCEL 86 a (LOT 260) N/F CHRISTIAN CAMP MAP 226 m PARCEL 86 , a (LOT 261) 12p0 LOT 259 N/F CHRISTIAN CAMP o \ 3g 0 0 LOT 258 \ NEWLY \ \CONSTRUCTED \ \FOUNDATION \ MAP 226 PARCEL 87& \ \ PORTION OF PARCEL 86 1' \ LOT 244 \15,000±S.F.TOTAL LOT 243 Nr MAP 226 #145 \ PARCEL 86 0 EXISTING \\ 34 (LOT 246) FOUNDATION \ N/F CHRISTIAN CAMP LOT 245 EPN Pv ENv� OG "FOUNDATION AS-BUILT" I hereby certify that the lot corners, dimensions, and setbacks to the JC ENGINEERING, INC newly constructed foundation as shown on this plan are correct. Conformance to the Town of Barnstable By-Laws and Regulations 2854 CRANBERRY HIGHWAY shall be determined by the Zoning Enforcement Agent. EAST WAREHAM, MA 02538 TEL. (508) 273-0377 FAX. (508) 273-0367 DATE: MAY 5, 2007 SCALE: 1" = 20' "OFMAss,^ REVISION: JUNE 19, 2007 JOHN - o R N No, A REVIEW OF FLOOD INSURANCE RATE MAP COMMUNITY PANEL d. 335 3353G f��;�.. NUMBER 250001 0008 D DATED 7/2/92 HAS BEEN psi L CONDUCTED AND TO THE BEST OF MY INTERPRETATION,THIS DWELLING IS IN FLOOD ZONE C AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. Date Professional Land Surveyor 1 JOB#943 t . . - PARKING LOT 264 4. N/F CHRISTIAN AREA ' ( �� \ '! •. , 4 CAMP \ LOT 266 LOT 265 LOT 267 N/F CHRISTIAN N/F CHRISTIAN CAMP N/F CHRISTIAN CAMP Pv F CAMP EOG�' �, n n LOT 241 8S� \L T 240 °�� LOCUS MAP 4 F CAMP"A" Q s� SCALE 1" = 2000 UP PARC L B N/F CH STIAN r CAM 60 AREA=4j -S.F.t N/F CHRISTIAN ;,� Q ti, 9GF F��F - #151 OCEA. AVE \ 'Li 1 cAMP �- PRELIMINARY }�w , ,S: ,.c PLAN OF LAND LP UP ;, ARCE \ r 7 S. AT 31 3 LOT 261 DDT G;� co - •2- ,L:_.-,. , , LOT 259 -' l= 145 OCEAN AVE N/F CHRISTIAN ��; w_ �, 153�OCEAN AVE CAMP a r - IN st a 1 LOT 258 �e RAIGVILLE 1 3 C -�tP ��, MASSACHUSETTS ✓ ` :` 4A ��' `NC' Q. 239 (BARNSTABLE COUNTY) vo } T . O N HEY 9-0 II, N N/F GO r; LOT 24 L T 24 a PREPARED FOR: G N/ ODIN , 3 /F H m PETER & MYRA GOODING 19 HITCHCOCK ROAD # MA 01002 �\ AMHERST, . m LOT 245 << rr3v LNG ��Z • l \�cr O`er ME�� PREPARED BY: JC ENGINEERING, INC. LOT 246 N/F CHRISTIAN �o��,�,5 2854 CRANBERRY HIGHWAY \ � i CAMP Q� EAST WAREHAM, MA 02538 508-273-0377 SCALE: 1'= 2V 20 40 FEET \ _ �� w` P��v DATE: FEBRUARY 28,2006 ``� �EMEN� QC,�P' it / FIELD: JOBM \ SIGN P (TYP.) .114 EpC,E OF / CALC./DESIGN: JRF/MCP DRAWN: MCP 2T , CHECK: JRF / JOB NO: 943 DRAFT / SHEET 1 OF 1 k I ' 1 o54 PLAN OF COTTAGE LOTS way AT CENTREYILLE BARIMABLE f0. 24 � MAss- G.H Pat me SWOWIY04/fly. —' �4 \ f.wTiwpa!3`/lootcss J.A.Patf7:Paovtuelrcf.l�% Al.4i " \ Gp♦/, /!J j ly 7./1.5«.rn Botw r f� - ��__ _� c .1�i,y a 9� i pp 1 �• � #dam } 4 �� f �N �.•T }ai'� L��� �1'' �ice._►•��. � � ... -- — or .. ...w I .. n , a-a•n.a.,.xa•4....•,�.�wL..w..0•w:-.a.� ; �' �Y.' 1.`, � y � •'e:,�� ..•..w M��� w-. .o...�' '•v.._„y x.,�.i4F:: C 3 }-G. �% 'p(�li(' ^ Cs;r, S'! y- F n w.wf �. wrn•. .. " '•'4 - � P C SF V- > � 'w' � y.)'(��• {' ,• ., �( - -� N' "` 't - a r.a.µ..�.4•• �.•n... ,W-2 Ts r�G •. tl �' F AR >.{ t�i�.•� L 1,�,, d — 1� n..-.r„„ •...rA. `- '..'wry `,�•'•,••,...'.. ..'a:�-,ny(.ly� tf �4�}g3i -i, _P �y - -- -- � � 2 I •i f N71 I ! I f ,,Y� �®`t�fsfAt�.'`•,t.•. �...'L f7°•�c,��-F e �� �... � ~�� ?C. •L �� � _ -.�� .E J 1 f f I77/ l! / �9',e,,. '' '�;.;1.rM.•i.. �....a,� '..-. L3 4 icy r,. c.n. ./ •SeµF •;� 0 C �V/ f � I I ' // f N 1/ F. �����,��rri•��✓ .�,ai..:O � 2 ...r._�....1-i f. ... ' ��` ( `` C3 _ ��(', 60 6 /I .0 f � � r � f' !�• .n,,.x•Yv.�� ��'%'�,'''c-��.`=�,':�`,..a,.: "/i' t l.� . — I/1l/I� '�O^• ) 7 U / f '"�� , � '�,•p-_,_ n..�r. `i��Tj.., .<�:._t..'....�...x�. ..,r�� q' �`�t .' •� Il1`V'V.V. n a / t ` ,+// �V• ,ti^ •./I^«'••'n"- am:4.4.!.L..PI.n...m � (�\NJ`-/ —�-.- � ... ,�� � 7�c� �/ / I I I.1 f 7 •w•f n r ` N u F �'Y,'►�,��{ tty' ��`��� ~ (((iii ///�����` .J Ar— IE �_�• 9 ''.p �V� /i f 8 I E � huh"6w t1• w�� u C ��� d"''!��:.� � �� � �7/�6 ' —_ �•of/1/ f. n. tf `-.¢ ��� E E j)� �V�-�"1 7I 6 S N f a'nw� gaA4,2 1 a�� ► FINISHED FLOOR PRUMS-RR 0-N-M.-EX"rENSIGN- FINISH GRADE OVER CHAMBERS ELEV.= 16.7' RISER WITH CONCR. COVER TO WITHIN 6" 15.6'-15.9' GENERAL ± OF F.G. OVER INLET, CENTER, &OUTLET FINISH GRADE OVER FINISH GRADE OVER D-BOX= 15.6'+ SLOPE @ 2% MIN. OVER SYSTEM 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS CRAWL TANK EL.= 12.0' + 4"SCHEDULE 40 PVC MIN SLOPE 1% 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE SPACE FINISH GRADE @ FND. EL.= 1331 11 .091-\ REMOVABLE COVER TO WITHIN ACCESS BOX WITH COVER TO GRADE SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY PROPOSED 4" 6"Of FINISH GRADE _ SEE NOTE ifJ22) 2"OF 1/8"TO 1/2"DOUBLE WASHED STONE APPLICABLE LOCAL RULES. 20"MIN.ACCESS 9"MIN. 5-DIA. OUTLET(S) ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND H PVC SEWER PIPE COVER(TYP 3) 36"MAX. DESIGN ENGINEER. EXISTING F 9"MIN. TOP OF SAS 14.83' PLACE RISERS ON ALL 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SYSTEM JOINTS TO BE I CHAMBERS WITH S­ ER PIP,--A 3"_ _',,�ATERTIGHT(TYP) 9"MIN. 14.00' 36"MAX. BREAKOUT EL 14.50' PIPED INLETS TO UNLESS OTHERWISE NOTED. 36"MAX. UN. lu OPE 6" 3" 9. WITHIN 6" OF F.G.--"� 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN 2" MIN. 2" PVC TEE-� I I - 1 -)-- - ELEVATION = 14.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS, UNLESS 3" MAX. a V 'I b C % A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" C%Fk:P 4"PVC OUT TO 0 C > 0 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. PROPOSED 2" FM TO 00- 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 10.00 DISTRIBUTION BOX LEACHING C) Coo 1 9.75' FACILITY oo 00 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 3.0'+* 48" L 0 2' 00 C>c:> 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN SYSTEM IS 10.01 22"ZABEL FILTER NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED mIN, 10 MODEL#A18014X22- F 14.3711 (.::p WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. C 1 �C C) 0 -7 1 F3 Coo 00] C> C:) 14.20' 1 Cpc> I - L 8. ELEVATIONS BASED ON APPROXIMATE MSL DATUM OF 16.08' ESTABLISHED ON A NAIL IN THE CRUSHED STONE ­J 2.250 2.5' - PAVEMENT AS SHOWN ON PLAN. �6" OVER MECHANICALLY 2.25'[-- 8.5'(TYP) 2.5' 4.9' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH 6"CRUSHED STONE COMPACTED BASE 30.0' (TYP.) OVER MECHANICALLY DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE COMPACTED BASE 5 OUTLET DISTRIBUTION BOX Z GROUND WATER ELEV.= 6.80 9.91 AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN TO BE INSTALLED ON A LEVEL STABLE 12.00' ENGINEER. PROPOSED 1 ,500 500 GALLON TWO BASE. FIRST TWO FEET OF OUTLET 5'MIN. 10- ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL BE MADE COMPARTMENT CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 3 - 500 GAL. CHAMBERS WATERTIGHT. END VIEW *CONTRACTOR TO VERIFY ELEVATION LENGTH 12.17 WIDTH 6,67' DEPTH 5,67' CROSS SECTION VIEW TYPICAL CHAMBER PROFILE CHAMBER 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM **TEE w/FILTER SHALL BE PLACED DIRECTLY SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL CHAMBER DETAILS APPROPRIATE AUTHORITY. UNDER CENTER COVER OPENING NOT TO SCALE NOT TO SCALE 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED JOINTS TO BE WATERTIGHT(TYP) UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND NOTE: TANK DIMENSIONS PER WIGGINS PRECAST CORP. H-20 LOADING. 13- DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. NOTE: TEST PIT DATA MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE i 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE TOP EDGE OF ALL SEPTIC SYSTEM COMPONENTS. C-0--) INSPECTOR: Donald Desmarais MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. �: V,PN SOIL EVALUATOR: Michael Pimentel REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, gG UP FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). August, 24 2006 MAP 226 DATE: 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN TEST PIT#: 1 SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. PARCEL 86 (LOT 260) ELEV TOP= 13.00' 16. PROPOSED PROJECT IS LOCATED WITHIN: N/F CHRISTIAN CAMP ELEV WATER= <2.16' ASSESSORS MAP 226 PARCEL 87 & PORTION OF PARCEL 86 MAP 226 4 PERC RATE= <2 MIN/IN 17. OWNER OF RECORD: MYRA E. GOODING PARCEL 86 DEPTH OF PERC 34"-52 ADDRESS: 19 HITCHCOCK RD 04 (LOT 261) 410 AMHERST, MA 01002 N/F CHRISTIAN CAMP TEXTURAL CLASS: 1 FEMA FLOOD ZONE C UP AS SHOWN ON COMMUNITY PANEL# 250001 0008 D Olt 0 13.00' 0 rv\�2 'CP- Litter 18. PLAN REFERENCE: EXISTING CESSPOOL TO was • Is 10" Loamy Sand 12.17' 1. PL. BK. 111, PAGE 2 00 PROPOSED 3-500 GALLON LOT 259 off E a_ BE PUMPED AND FILLED 10 YR 4/2 00 LEACHING CHAMBERS WITH CLEAN SAND • goo too 120' 12.00' 19. DEED REFERENCE: 0 Loamy Sand 1. BOOK 4255, PAGE 283 -1 10YR4/4 In PROPOSED DISTRIBUTION BOX B 2. BOOK 11409, PAGE 93 LOT 258 (tree roots) 3. BOOK 21754, PAGE 122 17" 11.58' LOCUS PLAN 20. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. CP, B-2 Loamy Sand PROPOSED 21. PROPERTY LINE INFORMATION IS APPROXIMATE, ONLY. THIS PLAN IS TO BE USED ONLY (3) 60� SCALE: 1" 1000' 10 YR 5/6 ADDITION TO BE FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY o At I CONSTUCTED ----------------------- 34" 10.17' FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. TP2 • ON SLAB PROPOSED 1500/500 GALLON 22. A 4"PERFORATED SCH.40, PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION, TO A Perc 12.50 V DESIGN DATA TWO-COMPARTMENT 52" 8.50' DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A 0 CONCRETE SEPTIC TANK NUMBER OF BEDROOMS (assessors) 3 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. (4) ?0 CID 0 NUMBER OF BEDROOMS (design) 3 Medium Sand 91 . . . '01 C 2.5 Y 6/6 23. THE "B"SOIL LAYER IS CONSIDERED PERVIOUS. 0 V . DESIGN FLOW 110 GAUDAY/BEDROOM <5%gravel TOTAL DESIGN FLOW 330 GAUDAY lop • HC2 DESIGN FLOW X 200 % = 660 GAUDAY '0. 5 TPJ- USE PROPOSED 1500/500 GALLON MULTI-COMPARTMENT SEPTIC TANK 13.00 0 (2) 0 INSTALL 3 - 500 GALLON CHAMBERS 130" 2.16' LEGEND HC1 \ �� N + SIDEWALL CAPACITY No Mottling, Standing or Weeping PROPOSED 40 MIL. IMPERV. (P 50 EXISTING CONTOUR - MAP 226 �3_ (LENGTH + WIDTH) (2 SIDES) (21 HIGH) (0.74 GPD/S.F.) GAUDAY GEOMEMBRANE LINER (30.0'+9.9')(2 ) (2' ) (0.74 GPD/S.F.) GAUDAY! TEST PIT DATA IM) PROPOSED SPOT GRADE PARCEL 87& PORTION (P BOTTOM CAPACITY Donald Desmarais PROPOSED CONTOUR I OF PARCEL 86 INSPECTOR: -cm- 1'5,000±S.F. TOTAL (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY(30.0'x 9.9') (0.74 GPD/S.F.) = 219.8 GAL/DAY SOIL EVALUATOR: Michael Pimentel O/H, EXISTING OVERHEAD UTILITIES August, 24 2006 REMOVE AND REPLAC DC TOTALS: DATE: EXISTING WATERLINE UNSUITABLE MATERIAL TO LOT 243 TOTAL NUMBER OF CHAMBERS 3 TEST PIT 2 -X-X-X-X-X- EXISTING FENCE C-SOILS;WITH CLEAN, ELEV TOP 12.50' COARSE SAND TOTAL LEACHING AREA 456.6 SQ.FT. TEST PIT LOCATION TOTAL LEACHING CAPACITY 337.9 GAL./DAY ELEV WATER= 6.80' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE #145 DOSING & STORAGE REQUIREMENTS PERC RATE = Aro EXISTING 3 PROPOSED 2"SOLID SCHEDULE 40 PVC PIPE BEDROOM LOT 244 DESIGN FLOW: 330GPD DEPTH OF PERC DOSING REQUIRED: 4 CYCLE/DAY DWELLING 330 GPD/4 =82.5 GAUCYCLE 13 PROPOSED DISTRIBUTION BOX MAP 226 FE 16.7'± 16 DISTANCE REQUIRED BETWEEN PUMP TEXTURAL ❑ CLASS: 1 - PROPOSED 1500/500 GALLON TWO-COMPARTMENT 0 ' PARCEL 86 LOT 245 ON AND PUMP OFF FLOATS: Litter 12.50 CONCRETE SEPTIC TANK (LOT 246) 82.5 GAUCYCLE 125 GAUFT = 0.66 FT/CYCLE 8' 11.83' PROPOSED 500 GALLON LEACHING CHAMBER N/F CHRISTIAN CAMP DECK TO PROVIDE FOR BACKFLOW)(USE 0.75 Loamy Sand 0 13 STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GAL. 10 YR 4/2 STORAGE PROVIDED ABOVE WORKING LEVEL: 354 GAL. 1011 11.67' NEMA 4 JUNCTION BOX CORROSION RESISTANT& INSTALL 1-1/4"PVC TO HOUSE. JOINTS TO BE MADE WATERTIGHT. 3Benchmark LIQUID-TIGHT CABLE CONNECTORS SUPPORTED WIRE PUMP AND FLOATS TO SIMPLEX CONTROL PANEL No. 1-CC2 2 2-27-07 MCP JLC BOH AGENT COMMENTS Nail Set Loamy Sand 1 2-23-07 JLC JLC; DEED REFERENCE e'DGE OFElev. = 16.08inPavement' CONNECTORS SUPPORTED BY 1-1/4"PVC CONDUIT, NEMA-1 MFG. HOOVER INSTRUMENTS. B 10 YR 5/6 Approx. M.S.L. JOINTS TO BE MADE WATERTIGHT HOISTING CABLE 7 x 19 STAINLESS STEEL REV. DATE BY A Pp,n DESCRIPTION 1/8" DIA./ 1,760 LB. STRENGTH PROPOSED SEPTIC SYSTEM UPGRADE 2"BALL VALVE w/UNIONS SCH. 80 PVC 40" 9.17' C)F k4AS,,,. PREPARED FOR: SIGN GEORGE FISHER CO. MODEL NO. 560 cl_ .'N' P PETER & MYRA GOODING 3' 2"SCH.40 TO D-BOX Medium Sand 0 JOH.", Oce 2.5 Y 6/6 C -------2"SCH. 40 TEE w/CLEAN-OUT CAP <5%gravel LOCATED AT zo ALARM ON 68.4" Adjusted G. W. 6.80' 145 OCEAN AVE U� Pum ON 1/4-WEEP HOLE IN DISCHARGE PIPE�' SWING-TIE MEASUREMENTS CRAIGVILLE, MA 02632 - in PUMP \-2- BALL CHECK VALVE SCH.80 PVC 100 OFF I I DESCRIPTION HC1 U.P. HC2 DC 4 P.S.I. FLOWMATIC MODEL No. 208S Weeping @ 88" V BUOYANCY CALCULATIONS 88" - 5.17' SCALE: 1 INCH 10 FT. DATE: FEBRUARY 14, 2007 SEPTIC COVER IN (1) 04 16.0' 21.9' 1/4"WEEP HOLE IN DISCHARGE PIPE Standingn 94" 4.67' 0 5 10 20 40 FEET SZ 1500 500 TWO-COMPARTMENT CONCRETE SEPTIC TANK : (2)WIDE ANGLE CONTROL FLOATS 94 SEPTIC COVER OUT(2) 23.6 25.3' ELEVATION OF HIGH GROUNDWATER EL.= 6.8'± (ADJUSTED G.W.) (BARNES 073618) No Mottling Observed 2"SCH.40 PVC DISCHARGE PIPE ---. -- - - ____ . i PREPARED BY: UP J . BOTTOM OF SEPTIC TANK EL. = 5.42' 1: PUMP ON/OFF 120 ACTIVATION Groundwater Adjustment CH ILL CORNERSTONE (3) 32.0' 38.3' 117/14 WATER DISPLACED =(6.8'-5.42')x 12.17'x 6.67'= 112 C.F. 2: ALARM ACTIVATION BARNES SE411 PUMP 0.4 H.P. 115 V, 1750 RPM, 2- Tech. Bulletin 92 -001 JR. JC ENGINEERING, INC. WEIGHT OF DISPLACED WATER= 112 C.F.x 62.4 LB/C.F. = 6,989 LBS DISCHARGE PASSING 2-SOLIDS (IMP. DIA. =5.44-) August 2006 NO cl'oq� 23.0' 47.1' 41P.07 2854 CRANBERRY HIGHWAY CORNER STONE (4) 1500/500 GALLON TWO-COMPARTMENT WEIGHT OF 1500/500 GAL. TWO-COMPARTMENT TANK= 22,000 LBS± I MIW-29 CORNER STONE (5) 45.8' 44.1' VOLUME OF SOIL ABOVE TANK ,12.17'x 6.67'x 0.9'SOIL= 74 C.F. CONCRETE SEPTIC TANK Zone - B = 7.3' EAST WAREHAM MA 02538 SITE PLAN- WEIGHT OF SOIL ABOVE TANK=74 C.F. x 110 LF/C.F. = 8,140 LBS± Adjustment = 1.6' 508.273.0377 CORNERSTONE (6) B o.94 1 50.9' 1 34.6' 1 SCALE: 1"= 10' 22,000 LBS +8,140 LBS= 30,140 LBS±>6,9_89 LBS (ACCEPTABLE) NOT TO SCALE Adjusted G.W. 5.7' 13GS Drawn By: MCP Designed By:�C�7 Checked By:JLC