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0028 HIDDEN VALLEY ROAD - Health
28 Hidden Valley Road I �98-008.007 Marston Mi(Is I own ol Barnstable Department of llcaldl,Safely, and Elivil-011111CIIIaI Services RE Public Ilcaltlt Division Dale 367 t,•Inin Slrccl,I lymmis MA 02601 uAnnuTAnt.e, I ArA9s ��pJ4D ��� Dale Scheduled �� Time 4=— [Fee I'll. Soil Suitability) Assessment fin, Se►vage Disposal I'etformed Ilya )`11C 9. MAt SE� i�tAt�"6xiG ING� Witnessed By: PQAlAl!¢ H/OR (mwN A?,P#RO L(7c 11110 & GI'NI"ItAl, INtFC)R(YfATIdIV Localion Address HID/'1/'1V V,64�^J pn()tvncr's Name /)f� G ffg�•Y� �Ll/'60 /fiA tes—ro s Inlus�C/�Address 60 /7 CAA/ �//ILG /'1/fO16 Assessor's Asap/Parcel: 8l�`� latginccr's Nmnc 04"-v c#Pr �Ng per; NEW CONSTIUCT1ON It EPAIR. Tdclihone ll 5(f Pj Y► _ti Q5'41 I-nod Ilse IV A-Gi' � 5 fP�l(/ hL Slnpcs(40) "'s Sorfnce Swims / Distances from: Opcn Willer holly � II Possible Wd Area a n Drinking Water Well � 0 ft Drainnge Wny /v II I'tnperly Line 3 e0ru'0av II other O f1 fv�o :- Avar M�CktlCp S KE I CI I: (Slrccl nnmc,dimensions of.lol,exncl locations oftcsl holes&pert Icsts,locate Wctlmids in proximity to holes) 'PIP a� V=, Sd 0) tv Coe le Parent tttnicrinl(geologic) S' &P . 1;_6'q f,#e T1 pirm,T Mild,to Iledrock A110 Depth to(houndmicr: Slnnding Wnter in I Iulc: 7" 0 Weeping from Ili(Fnce_ A110 Estimated Scasonnl Iligh(irrnmdwn(ct 'All I)ETERIVU NATION VOR.SIMSONAI, IIIGII.�'V�1`I'I�IZ.'I'AI3L1� hiclhod ilsed: Depth Observed stmtding in oils.hmlc: Al,.0 in. Depth to soil mottles: N Ucplh to eeping from side of oil .hole: _� O In. Groundwater A m1mcnl Index Well// _ N o ItmndlnR Dnlc: �{/�f Index Wcll Icvel-:'�/ Ad}.fnclor; t� A�j.Oroundwolcr Lcvcl 1/l/� PII,ZC4)L;A'I'10N 'I'LS'I' 'ti1ile �t7AJ Tillie Observatitmt Iloie 11 llyl rH2 (y D' 0b"Ilp d,o6;i5 Throe o � st9u Dcplh of Pere BB ffof it go _ Time nl'6" SUM Pre-soak Time n 0 ov,00 ®)M"OV floc(9"-6")�� fool('rc-soak _ • Knlc Min./Inch �'�� y Jf'.� �2�1 �3' 2 .4 �lfLGfJN/S' Site Suilnbilily Assessment: Site Pnssed •'V Site pnilcd: Addilionnl'I'esling Nccdcd(YIN) 'V Original: Public Ilcnldi Division Observil(loll Ilole Dalm To 13e Completed on lined j Copy: Appliennl OCIIIII fillill soil ifolizoll soil Tc�(fqlrc Soil color soil Other Sullilce(in.) (tl,;,) (M I III SC Moll I hig (S(tllcflllc,slolics,lloill(ICIC.S. 1211 5 &V Culignuf A11, 0 -30 `1 R M/O 5;ffAlp 2,5 Y YO Allp DEEP O11SERVA11ON 11(*A- L Loc., Hole it 7-//z DC11111 filoill Soil Ifol!7.tlfl Soil Texime Soil Color Soil Other Surface(111.) (1 IS DA) Nivillhig (Simcitirc.Slimes,liniii(icics. RPVCD 12- 11 loll DEPTOBSKAOIATION 1101.4", 1,()(-Il Dclilil I'loill soil I lot izotl SoUTC.olirc soil Color soil 0111cr Soth-ice(ill.) (USI)A) ((Mansell) 100111111t; (Sillidloc.Shlocs.llooldcfes. D11'WE P OMERVATION HOIX, LOG I lole 11 I)CI)III horn Soil 11007.011 Soil TeAllte soil Color soil 0111cr Surface(ill.) (11SDA) Nloillifig (Struchirc.SlolIC5.liollitICIC.S. 11MIAU its li u-niKe—jIffie Maju l9'965- C Above 500 year flood hollildnry No Yes v Willill 500 year boullthily No V Yes W111,111 100 year flood botiminry No U Yes 1)-91AILU)MIAILl AnY Occuuing-Ee �viQtis III Li(evi L11 Does at least Foor feet or linfill ally OC6,111-1-ing pervious material exist in all af Cas oh5cl ved (111 oughout life MeR I)VOI)OSed for file Soil nbsurp(joll SySlell17 If F.5 If not, what is the (Ieptll or 11,11 ornIly occurring pervious Inalel ill? I certify that oil (dale) I have passed life Soil ev,1111,11or ex,1111filatioll approval by (Ile I)cparimcnt or i--ovironmellt-.11 Protection 1111(l 111,11 the above RM-11)'SiS Wits pul"ol-loc(l by life coll.sislell( will tile I-C(Itfired Iraiijilig, expelfls7 and CXI)Cf.lcllcc(IcsCl-ibed ill 310 CM It 15.017. / TOWN OF BARNSTABLE LOCATION �o 444AV414 y j SEWAGE # Za3O ?yy�� VILLAGE& c�°f rI�S ASSESSOR'S MAP & LO11T (( —i/ -00 INSTALLER'S NAME&PHONE NO. &�ik C g 4 k SEPTIC TANK CAPACITY 'LS' ®O 910 LEACHING FACILITY: (type) Z" QQ&-: Ar -1 (size) NO.OF BEDROOMS BUILDER OR OWNER eta II. PERMTTDATE: D COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of..leaching facility) Feet Furiusild by 3-,y �.CIO 2 n �3. i. 13Y 2 j P .3 5T 3 P it / 6 q 7 6 f• 6 _ �cf� s • No. ��" ��F" THE COMMONWEALTH OFMASSA.CHUSETTS FEE BOARD OF HEALTH OF APPLICATION FOR DISPOSAL SYSTE CONSTRUCTION PERMIT Application for a Permit to Construct XRepair ( ) Upgrade ( ) Abandon ( ) - [:)Complete System []Individual Components Location Owne N Map/Parcel# 77i /Vv�Jss Lot# ) Telephone# installer's Name Designer's Name Address 1 Ilddre O_�7 Telephone# Tel one# Type of Building: Lot Size Sq.feet Dwelling—No.of Bedrooms Garba Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(trlin re u' ed) gpd Calculated design flow 3��gpd Design flow rovidej gpd Plan: Date (,� 17 Numbe Of sheets Revision Date Title Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further r not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date FORM � �• C�" FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 ( \ {/(. ,..''J �+j�/cif/µ-IG - 4 +Npeyy,,r{..�,gwc.,A•,-,...,g-,.,R- �e• �, &.` fy ry T^".'• / s 1 s Y.w..r .....st.JI,T'.i'y{ ' I w 1 No. < THE COMMONWEALTH OF,,%aS.SACHUSETTS FEE BOARD OF RTALTH j V oLG OF APPLICATION FOR DISPOSAL SYSTE CONSTRUCTION PERMIT Application for a Permit to Construe OA Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components Location r Owne A. Na x 9B 9-7 �� Map/Parcel# 77,F ,J¢dwss r- 7- Lot# Telephone# < < t7!' tE l s✓ 1 �/��Installer's Name er's Name P-1 DesV Address AdV Telephone# Telephone# Type of Building: Lot Size 10 � Sq.feet Dwellings—No.of Bedrooms �� Garba Grinder ( ) Other ',T pe;of Building No.of persons Showers ( ), Cafeteria Other fixtures Design Flow(ri}in re u ed) �gpd Calculated design flow� ,O gpd Design flow prlovideJ gpd Plan: Date V Numbs of sheets Revision Date ) Title_ Description of Soil(s)_ Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation 3 ~DESCRIPTION OF REPAIRS OR ALTERATIONS ✓ The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further g not to place the system in operation until a Certificate of Compliance has been d by the Board of Health. Signed Date #Inspuct�n,�— � C-- � ./�• �° Z Z�77�""'. FORM 1 -.APPLICATION FOR DSCP DEP APPROVED FORM 5/96 _-�---r.----rr--- '--_ —r_®r.----v---.----------_.ems.--v---tee—via—c�----T=r�=J�.—xu-�----- ` NO. Gi�tl t/ �� THE COMMONWEALTH OF MASSACHUSETTS FEE / h S 441F BOARD OF HEALTH CERTIFICATE OF CO�VIPLIANCE Description', f•.,rke El Individual Component(s) Complete System The undersi ed her y certify that the Sewa e Disposal System;Constructed ,Repaired( ),Upgraded( ),Abandoned( ) X) by: 13c- 7L-A U I/ at has been installed in accordanc with the_provisions o�3 f C 15.00 (Title 5) and the approved desigrilais/ s-built plans relating to application No dated �j A proved Design Flow 5 lzJ (gpd) Instal le� Dell ne t•.... , Inspecto 17,1 The issuance of this certificate shall not be construed as a guarantee that_ tl�e syste m••will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 Co. -3a f THE COMMONWEALTH OF MASSACHUSETTS FEE 8": j` -oo &-eh ) X4i BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Constr ct ( Repair ( ) U grade ) Ab o ( ) an individual sewage disposal system at 7 /7 /(l ! U�C�J�r /C/JC i ) ��.f as described in the application for Disposal System Construction Permit No. dated Tom. Provided: Construction shall be completed within three years of the date of this permit.All locate itions m t be Date Board of Health C' FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBSB WARREN'" O'UBLISHERS- BOSTON i l! >� d� TOWN OF BARNSTABLE LOCATION 'Kor -714'd yAb(4 y(.j SEWAGE # Zc0o' VII LAGE_M -11,A44)6 "N,-Sr1 ^� r A ASSESSOR'S MAp & LOT _ �-K INSTALLER'S NAME&PHONE NO. %J�IQ C ({e S Tit C n on � SEPTIC TANK CAPACITY S oo 6• N to i - , LEACHING FACILITY: (type) _Z S o o A (size) NO.OF BEDROOMS _ BUII DER OR OWNER �t L1 TJ� /") ��cMr PERMITDATE: O COMPLIANCE DATE: t7 Separation Distance Between the: i Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet j Private Water Supply Well and LeachingFacility ty (If any wells exist III on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet F d bcb) -un ( � 119 , 19 ' S O f 1 _ C -�Svr�nnrt--=-----.. -- -_Ts .-_ ��te4ioK -. <14:'• :p { 4 . d _ Susto/w I � - � 1 I � a s .. ...o w•::`- -a.a. .;CS.:: 'I�.` Mad ,:•- -_.,.-.'.. ,:... ..�.- 1 771 - — :�,� r ago- 1 v - G -�1-.. tt - _ "btlnly�_ • ie LL 1 .Dl ..I I �• r 1 .. .. a.y O rayaers 4y OC.D.•••re �. y...ry= l•E+tr: a 1 • r . ill - -- _ • : - - -. - - � - -_ - - II�■WA I i■I■► • _ I/■1■1�■1■1■ice - _ _ - -- - -® III■1■1■1�■1■1■1�■► - - ��■it■1�■ice■1■■1�■1�■1\ '■■1■■1■iiil' ---- ■��■�i■�i■�si■i■I ■ice■ii■�i■�i■ii - s■�i■�is�ii■i■�ialimmill iii■i■i1i is ■■ iiii---------------iiil iiil ■■ �■�i■�i■' ��� ■�Ii■�i■�i �'� lii■�i■� i•■ilil®i1■I■11 ■■■ ■1■I■1�■1■1■1�■1■1■ ■■■ ■■1■1■1�■1■1■1�■1■11 ■.■ ■■■ ■1■1■I■1�■1■I■1�■i■1■1 ® ®® I■1■1�■1■ ", I■1 u■1■ ■1®1 milt ■I■1�■1■I■ I 1■1�■Iel■1�1 1�■1■1■1\ Xrj It■ice■1■■it■I ■■1�■it■1�■i■■ill ® 1■■i/e1�e1/■1�■i■ Ii�■it■1�■it■1�■1■■ li■■1■■11 ■■ .■ ■■11 ®I I■i■ IIII ..Ii/■1/■1■1 ■■1/■1/■1■ „' ■1/■1■Ie1\ I■■■■■■■■■■■■■■■■ 1■■■■■■■■■■■■■■■■■I ■■■■■■■1 ■■I ■■■I ■■■®I ■■■I Ili 1■■■■■■■■ i■■■■■■■■■I i■■■■■■■■► ■■■■■■■■■■■■ ®■■ 1■■■■■■■■■■■■■■■■ ■■® ■■■ ® ® ■■ ■■■ ■■ ■■ ■■1■1■ice■1■1■il I■i■1■1®■1■1■1�■1■1■ ■■■ a■i■1■1■1■1■1■ice■1■11 el■i■1■1■1■1■1■1�■1■1■1 I■1■1�■1■ 1■1 11■1■.-.-•------•----.-.JI�1 ■11 ■1■ice■1■1■ I 1■ii■i■1■1m1 1■1■1■1■1�\ Im■i■■i■■1/el ■i■■/m■i■■i/■fell 1■■io■i■■i■I■i■■i■ ��. ... 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PLAN 8c 1 ST FLOOR FRAME . ADDITIONS AND RENOVATIONS SHEET #• © LIVING DESIGNS 2002 JEFFREY A. BARNABY, CPBD GILMORE RESIDENCE CERTIFIED PR❑FESSI❑NAL BUILDING DESIGNER LIVING S HEREBY EXPRESSLY RESERVES ITS B D2 8 HIDDEN VALLEY ROAD A - 2 COMMONN LAW LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED. 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. ANY ERRORS OR DISCREPANCIES FOUND ON THESE r TEL 508-888-2747 MARSTONS MILLS MA. 0202648 PLANS ARE TO BE BROUGHT TO THE ATTENTION OF OF v LIVING DESIGNS PRIOR TO THE START OF WORK. L 14'-0" O U (J� > ��. 2446-3 � I Lo 7'-5 1/2" X 57 1/4" a 70 vX xA A t N \ O C \O•, \ W \ NEW FAMILY ROOM o o r •B \ 0" tO `SMOKE k" EDGE OF CONC. 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S' 14'-0 v ) SMOKE DETECTOR W _ O ` 0 HEAT = HEAT DETECTOR r ry 0, \0, a I N ^p S/8•,kls / 0, 603i8.• NEW DECK o r I 0 7'-0" 7'-0" 0 �A ST P DOWN S/8.,CIS � r 60 /,r-S1'EP DOWN " 1� NEW MASTER BEDROOM w9-,� X .. : .. . "0 � 10 LLJ '� � optional stained glass �' ,6„ I' I I NEW CASED OPENING X J // ..Nw, { 6' ?erg•. ATTIC ACCESS c�- ,9 N 3 io01. \61',o MOK N -9 MOK LOFT/BALCONY II OD 5'-4•• 2'-6" 3'-7" 3'-0"" ti O oR DN I • t — I� , 2'-6 6'-6" OCKET DOOR .,a ICL C15 -OPEN HANDRAIL / W.I.C. 05 remove closet 2' s• X s•-6- /� LAUNDRY � `9 9,X � 2•-s• x s• s- ��\ °` X�8 6" I I OPEN TO BELOW �E_==4 .b,z ��____ \\ S"e /I 0� 97 / CLIPPED i i= CEILING j o' �z MASTER BATH LINE _ a ------- II x I --- n - -�, • CLIPPED a f /S CEILING A_ o" �• O SLOPED _ !� , ii -J ' n LINE o Q FLOOR I-4 I - —- I -1 F t - ❑ V J \4 ? y08s6� r g X E X t/ LZ X 2/S -- 2' MOK H I,ZtZiHG [ZtZ1Ht) W I" C\ / r lZtiZl 4SHELF SHELF i ❑ n 3, OIF� 8j7 3 -4' - - - - 5' 0"' i I I / In- 9. 7 2 L�\ OFRrRTION Vl� IItO \ (Q ANY MEAN P(A"!S 8Y _ BW;. A OHi87f 2.. / -------- ---------1T------- , —._---- �� >�1i•-13"OLATIOryS•.• ter)° IIX i ' AM r F F'NES tIP S z! I I I r0 1 I_!'3" tT::LD TF iOS100,000 ALLFAI 4 OFF �`-' THE D'z7,R R TO w !�S• OBT���H GA IANPIES `t FOAL S5•�G� NANTUCKET DORMER G 0� U V J LLJ SCALE: DATE: PROJ. #: _1 1 /4"= 1 '-0" 15—APR-2003 1429 LT) EIL5-- I I L% SECOND FLOOR PLAN SHEET : ADDITIONS AND RENOVATIONS # (C) LIVING DESIGNS 2002 JEFFREY A. BARNABY, CPBD G I L M 0 R E RESIDENCE LIVING DESIGNS HEREBY EXPRESSLY RESERVES ITS A - 4 C COMMON LAW COPYRIGHT. THESE PLANS ARE NOT CERTIFIED PROFESSIONAL BUILDING DESIGNERB D 2 8 HIDDEN VALLEY ROAD TO BE REPRODUCED, CHANGED OR COPIED. 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. ANY ERRORS OR DISCREPANCIES FOUND ON THESE TEL. 508-888-2747 MARSTO N S MILLS MA. 0202 648 PLANS ARE TO BE BROUGHT TO THE ATTENTION OF OF LIVING DESIGNS PRIOR TO THE START OF WORK. 0 - U V) W J CONT. RIDGE VENT (TYP.) 2 X 8'S ® 16" O.C. 2 X 10 RIDGE BOARD 12 2 X 8'S ® 16" O.C. 12 4.75 (MAT EXISTING) — TYPICAL ROOF CONSTRUCTION 6 ASPHALT ROOF SHINGLES OVER \ `mot X 6 STRUT APPROVED SHINGLE BACKING OVER CONT. DRIP EDGE f6" O.C. ® DORME 1/2" EXT. PLYWOOD (FIR) OVER OR SOFFIT VENT \LObATION ROOF RAFTERS (TYPICAL) ---� CONT. DRIP EDGE 2— 2 X 6'S HEADER SKIMCOAT PLASTER QVER 1/2" OR SOFFIT VENT BLUEBOARD OR 1/2"\GYPSUM TYPICAL WALL CONSTRUCTION OVER 1 X 3 STRAPPING`.@ `L6 O.C. WHITE CEDAR SHINGLES @ 5 1/2" T.W. CC (TYPICAL CEILING FINISHES).\ OVER "TYVECK" OVER 1l2" EXTERIOR G CN PLYWOOD OVER 2" X 4' X 7'-4" STUDS 2 x 6'S 0 16' O.C. SHELF LOFT � @ 16" O.C. WITH 2 TOP AND 1 BOTTOM Q 2 X 1 O'S 0 16" O.C. 00 PLATE = 7'-8 1/2" STUD WALL 0 12 \ �\ 1 .045" RUBBER MEMBRANE ROOFING OVER I 1 3/4" P.T. T & G PLYWOOD OVER 12 3/4 T - 116" TAPERED 2 X 12 FLOOR JOISTS z Z .. &�� N � CONT. DRIP EDGE PLYWOOD SUBFLOOR', `� \ L.LJ STEP DOWN OR SOFFIT VENT OPTIONSHEA i GLUED AND SCREWED LOCATONI� TO JOISTS (TYPICAL)` \ M > 3— 2 X 10'S 2 a' ® 1 " a. . _ _ __ _ _ -T-! EXISTING 2 x 8's ® 1s" o.c. Exlsrlwc 2 x a's ® 1s" O.C. T PER 2 1 S@ 16" O.C. J 2— 2 X 8'S HEADER SKIMCOAT PLASTER OVER 1/2" BLUEBOARD OR 1/2" GYPSUM OVER 1 X 3 STRAPPING ® 16 O.C. cN TYPICAL CEILING FINISHES) FOYER 00 00 10 ADDITIONAL LAYER OF 1/4" LAUAN 3/4" T & G 5" STEP DOWN PLYWOOD SUBFLOOR 3/4" T & G GLUED AND SCREWED PLYWOOD SUBFLOOR 1 X 4 MAHOGANY TO JOISTS (TYPICAL) 00 GLUED AND SCREWED DECKING (TYPICAL) TO JOISTS (TYPICAL) EXISTING 2 X B'S ® 16" O.C. EXISTING 0. STING 2 X 8'S 0 16" O.C. P.T.2 z sS 0 16 Ot- FT 2 10' @ 6" C. YPI L) 2 X 8 KNEEWALL 4— 2 X 6'S a P.T. 2 3— 2 X 1O'S WOOD BEAM P.T. SILL W/ SILL SEAL 1 N P.T. 2 X 6 SILL \\' O \ p IN �� b \ GALV. FND. SILL STRAPS----' �� 0 32" O.C. IMBEDDED IN U z \/ ✓ N BASEMENT CONC. A MIN. OF 12" (TYP.) \ GALV. FND. SILL STRAPS o ® 32 O.C. IMBEDDED IN I o CONC. A MIN. OF 12" (TYP.) W -v 3 1/2" 0 CONC. FILLED STEEL COLUMN14 {Y \ 4" P.C. SLAB e 9,Y o aF' •i4 J STZ LLJ BUILDING SECTION A oq<<ThOco BUIL-[SIN- • SECTION B (EXISTING STRUCTURE) 8Tq•N FDF5.2'USE-��'�"'e�. r ':` -�i OF THIS p�CO%FSO '• ),,�-;a.-.. � ' GENERAL. NOTES: INSULATION NOTES 1 . SLATERS PAPER OR "TYVECK" TO BE USED ON ROOF AND SIDEWALL - 1 .) ALL FLOORS BELOW HEATED SPACE AND ABOVE UNHEATED SPACE TO BE INSULATED WITH 6" R- 19 F.G. INSUL. MIN. 2. BASEMENT UTILITY WINDOWS AS PER STATE BUILDING CODE, 2% OF FLOOR SPACE 2. ALL CEILINGS BELOW UNHEATED SPACE AND ABOVE HEATED SPACE TO BE INSULATED WITH 9" R-30 F.G. INSUL MIN. 3. PROVIDE GUTTERS AND DOWNSPOUTS AS REQUIRED ) 4. PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS 3.) ALL EXTERIOR WALLS ABUTTING HEATED SPACE AND UNHEATED SPACE TO BE INSULATED WITH 3 1 /2 R- 13 F.G. INSUL MIN. 5. PROVIDE CROSSBRIDGING ® MIDSPAN OF ALL JOISTS AS REQUIRED O 4.) (OPTIONAL) ALL HIGH SOUND AREAS I.E. BATHROOMS, T.V. ROOM & KITCHEN TO BE INSULATED WITH -3 1 /2" SOUND INSULATION 6. DOUBLE JOISTS UNDER ALL PARTITIONS AS REQUIRED U 7. ATTIC SPACE TO BE VENTED AS PER STATE BUILDING CODE 8. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION, (� THE OWNER AND CONTRACTOR SHALL COMPLY WITH ALL RULES AND W REGULATIONS IN THE MA. STATE BUILDING CODE AND LOCAL REGULATIONS. 0 SCALE: DATE: PROJ. #: .J 1 /4"= 1 '-0" 15-APR-2003 1429 BUILDING SECTIONS ADDITIONS AND RENOVATIONS SHEET #:M LN Lr) EL_— © LIVING DESIGNS 2002 JEFFREY A. BARNABY, CPBD G I L M O R E RESIDENCE LIVING DESIGNS HEREBY EXPRESSLY RESERVES ITS A - 5 COMMON LAW COPYRIGHT. THESE PLANS ARE NOT CERTIFIED PR❑FESSI❑NAL BUILDING DESIGNER B2 8 HIDDEN VALLEY ROAD TO BE REPRODUCED, CHANGED OR COPIED. ON 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. (� Q ANY ERRORS OR DISCREPANCIES FOUND EN THESE 6 TEL. 508-888-2747 MARSTONS MILLS, MA. 0202648 PLANS ARE TO BE BROUGHT TO THE ATTENTION OF OF LIVING DESIGNS PRIOR TO THE START OF WORK. i 14'-0" L FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TYPICAL LUMBER NOTES JOIST TO SILL OR GIRDER TOE NAIL 3— 8D GRADING MODULUS SOLE PLATE TO JOIST OR BLOCKING 16D ® 16 O.C. GRADE RULES OF STUD TO SOLE PLATE 2- 16D DESIGNATION AGENCY ELASTICITY 2 N D 0 0 R RA M I N D ��'�o• 10 N STUD TO TOP PLATE 2- 16D (S1 2,3.4E 'E" DOUBLE STUDS FACE NAIL 10D ® 24 O.C. MIN. G 3/16" = 1'-0" �'o" BUILT-UP HEADER TWO PIECES W 1/2" SPACER 16D 0 16 —O.C.® EDGE 900E-1.2 MACHINE 1 OOOL000 OI 1200E-1.2E RATED 1 200,000 - p CEILING JOISTS TO PLATE TOE PLATE 3— 8D 1350E-1.3E LUMBER, 1,300�000 UI CEILING JOISTS TO PARALLEL RAFTERS 3- 10D 1450-F-7.4E 2 X 4 1.300.000 ., RAFTER TO PLATE, TOE NAIL 2-16D 1600E-13E 4 AND 1,400.000 �) -0 BUILT-UP CORNER STUDS. 1OD ® 24 O.C. 1 WIDER 000 WI o RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS 4-16D NOTE 1- National Lumber Grades Auttartty; Machine Rated Lumber, 2 x 4 & Wider / 1 �1, Southern Pine Inspection Bureau; Mochine Rated Lumber, 2 x 4 & Wider Q� 'v RAFTER TIES TO RAFTERS 3- 8D NOTE 3. West Coast Lumber Inspection Bureau; Machine Rated Lumber, 2 x 4 & rp" PEE 2 X 2' ® 16 0 C. 4" F R T JOISTS 8D @ 6 O.C. NOTE 4• Western der. MWoodePrRo Products Joists. 2 xn6 & Winne Rated Lumber. 2 x 4 & Wider >: SUBFLOOR TO JOISTS INTERMEDIATE 8D ® 12 O.C. / 1/2" SHEATHING TO STUDS EDGES 8D @ 6 O.C. EASTERN woo0s (surfaced dry or surfaced green) ---� SHEATHING TO STUDS INTERMEDIATE 8D ® 12/ O.C. •'SPECIES OR GRADE SIZE MOD. OF ELASTICITY 1 2 SHEATHING TO STUDS GABLE WALLS 8D ® 6 O.C. • / SELECT STRUCTURAL 1 100a000 -o` 6-0" 4' 0" NO. t & APPEAR. 2 X 5 1 100 000 1.100.000 TEntO�N HEADER S C H E D U L_ E NO. 3t AND soo1oo0 SUPPORTING ROOF ONLY SUPPORTING 1 STORY ABOVE SUPPORTING 2 STORY ABOVE STUD 900°0° SIZE OF HEADER MAX. LENGTH MAX. LENGTH MAX. LENGTH `o• 2 - 2 X 4'S 4-0 N/A N A 1 2 - 2X6S 6-0 4-0 NA / C-4 2 - 2X8S 8-0 6-0 NA 2-- 2 X ITS 1 10-0 8-0 6-0 b BALCONY ABOVE I C 9 � a s F� S, CONT. RIDGE VENT (TYP.) U r4 2 X 1O'S © 16" O.C. 2 X 12 RIDGE BOARD y\o` ,., 2 X 10'S � 16" O.C. - 1 r—_ ---1 L 12 5'-7 5/8" 5'-11" 7'-7" 4'-6" rtr---n---71----)r---M---n---- �'9• 111 1 11 11 11 11 _ 2 x 6 x 8' collar ties 5.25 23'- 1/z' in � 2--n---n---71--- - �s p, n n ii i1 n 1 ® 16" O.C. NEW COVERED PORCH viz' S �FF� , 111 4 11 11 CONT. ' r ni n n 11 DRIP .p, ti / �✓ ., 0 • \�- III II II II ,� EDGE v 12 X118'S 16" O.C. —2 X 8'S ® 16" O.C. ----� OR s-2 1 6 6'-0" 6'-0" s'-o 2 ..4 v ,�.. - -- u 11 SOFFIT -6 1/6" /_. ti., c !, j1 II VENT 26' ?\ SKIMCOAT PLASTER OVER 1/2" a u 7o• r 0q 0 <�wJ BLUEBOARD OR 1/2" GYPSUM y •• a< e OVER 1 X 3 STRAPPING ® 16" O.C. `✓,r Tq�^'<t'DF (TYPICAL CEILING FINISHES) a u CON' DRIP EDGE u OR'SOFFIT VENT W.I"C. MASTER BEDROOM12 " II II 12 I y MATCH EXISTING 3/4" T & G PLYWOOD (GLUED AND SCREWED) u UB _ _ 2ND FL. ELEVATION �.—. o u JOIST HANGER WOOD I-JOISTS (16" - BCI 900S @ 16" & 12" O.C.) SOLID BLOCKING-4 V J/ /^� u X 2 R GE 3 1/2" X 16" LVL W WOOD BEAM HEADER,_----- EADER 1'-6" 1/2 I--,j FIRECODE GYPSUM OVERJ SOFFIT TRANSOM UNIT _ 1 X 3 STRAPPING @ 16" O.C. RO F O ER 2 S S J U 3 2 CAR GARAGE X . 7 2 X 4 P.T. BOTTOM SILL—\ 4" P.C. SLAB PITCHED TOWARDS ENTRY @ 1% MIN. GRADE ~ _ _ 4.? t�• � REP• ' . l� ---- .. f ° FEFp DUCTI " �, •` . •A",�f TH RDDUCrn.., .,Z: nI I AfJ p,EF-� PC o E C'1 R, • EyffDFpp q /' S I 0 C. ` AR f ERp lAW?.0!I'En \' • • �Rf PUNISH yp� SO EF S, pf,VCpa ED -tl J` • V�� AlEg�flA�lCDr +3(, GALV. END. SILL STRAPS ® 32" O.C. ———— ro S+(� T TCCA f %,ODO PCo R - - « �� - �= I I N G S E C T I 0 N ` GARAGE B U LD 2 1 e, w ^'^ ,R P.T. WOOD STEPS----_ ———— F !Li ,. 10 ,I i f:� j,� t,r ter • �.S^ 4" P.C. SLAB ———— ROOF FRAMING w to 3/16" = 1'-0" _> SCALE: DATE: PROJ. J 1 /4 1 ,-0" 15-APR-2003 1429 .1 N L11; LD LI; NBUILDING SECTIONS AND FRAMING EL5-- ADDITIONS AND RENOVATIONS SHEET #: © LIVING DESIGNS 2002 JEFFREY A. BARNABY, CPBD G I L M 0 R E RESIDENCE LIVING DESIGNS HEREBY EXPRESSLY RESERVES ITS C COMMON LAW COPYRIGHT. THESE PLANS ARE NOT A - 6 CERTIFIED PROFESSIONAL BUILDING DESIGNER TO BE REPRODUCED, CHANGED OR COPIED. 2 8 HIDDEN VALLEY ROAD 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. B D ANY ERRORS OR DISCREPANCIES FOUND ON THESE TEL. 508-888-2747 MARSTO N S MILLS MA. 0202 648 PLANS ARE TO BE BROUGHT TO THE ATTENTION OF OF LIVING DESIGNS PRIOR TO THE START OF WORK. _4 e I i i LEGEND V 4 WATER SHUT OFF VALVE /i O° PROPOSED LOCATION 1. THE LOCATION OF EXISTING UNDERGROJND UTILITIES SHOWN ON THIS PLAN IS EXISTING WATER LINE APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING _'�`�CONTRACTOR SHALL MAKE THE REQU!'dED 72 HOUR NOTIFICATION TO DIG SAFE PROPOSED LOCATION (1-888-344-7233) AND ANY OTHER JUTILITIES WHICH MAY HAVE CABLE, PIPE OR GAS SHUT OFF VALVE EQUIPMENT IN THE CONSTRUCTION AF:rA FOR VERIFICATION OF LOCATIONS. 060 ' TO BE LOCATED 04 // 2. ALL SEPTIC WORK AND MATERIALS TC' CONFORM TO 310 CMR 15.00 TITLE 5 AND BARNSTABLE HEALTH REGULATICP EXISTING GAS LINE 1I 3. VERTICAL DATUM IS NGVD, ELEVATION .SSUMED FROM QUAD. TO BE LOCATED ✓°;/ O 4. DESIGN LOADING FOR ALL PRECAST'U, ITS EXISTING PHONE LINE TO BE AASHTO-H10. '' ry 5. THIS PLAN IS FOR A PROPOSED SEW.'.�E DISPOSAL SYSTEM ONLY AND IS NOT TO TO BE LOCATED ��p LOCUS s yyyTyyy� BE USED FOR ANY OTHER PURPOSE EXISTING ELECTRIC LINE Op S• -; �PINEI� LOT 6 6. PUMP DRY AND REMOVE OR FILL WIT SAND ANY EXISTING LEACHING SYSTEM(S). �`` .. TO BE LOCATED O� 7. ALL SEPTIC PIPING SCH-40-4" PVC NLESS NOTED. 8. COMPONENTS NOT TO BE BACKFILLEDR CONCEALED WITHOUT T _; EXISTING CABLE T.V. LINE INSPECTION BY BOARD OF HEALTH All) PERMISSION OBTAINED TO BE LOCATED II w+� N JS9 FROM BOARD OF HEALTH. I 9. MINIMUM PIPE PITCH TO BE 1/8". PE: FOOT. --33 -- EXISTING CONTOUR MARSTON MILLS NrypR ,��---� �j3 10. PIPE JOINTS TO BE MADE WATERTIGH"I� HIDDEN / --_ i ^ 11. WATER TEST D-BOX FOR LEVELNESS. }31.82 r °R�veW EXISTING SPOT GRADE �. ,�y � 12. NO VEHICLES OR CONSTRUCTION EQU?MENT ALLOWED OVER PROPOSED SYSTEM. VALLEY \„ ? HIES SAVE TREE` '� ` .10 13. WATER SERVICE APPROXIMATE AS SH jWN. GAS, 'ELECTRIC, TELEPHONE & CABLE UTILITIES {`J EXISTING TREES (TYP.) 1\ �+ {�QINE 12 WHITE {`� TO BE INSTALLED TO THE PROPOSE[ BUILDING A5 REQUIRED BY VENDORS. LOCUS MAP ROAD PINE AVE THE ?0" WHITE (ALL SUBJECT TO FINAL DESIGN ANC LOCATION AS REQUIRED BY UTILITIES VENDORS). --.J3-- PROPOSED CONTOUR 2 ' WHITE OU L 1g SCALE 1" = 1000' S I LE TREE {` � wHITk IN Es PINE �� X33 PROPOSED SPOT GRADE { X TH� ASSESSORS MAP 98, PARCEL 8-7 N 14'pIY I E 33� SOIL TEST HOLE FLOODZONE: C, BARNSTABLE PANEL #15 SAVE EE a``� - 7S• SEE TEST HOLE LOG(S) ZONE GP (GROUND WATER PROTECTION OVERLAY DISTRICT) *ZONING DISTRICT:.RF BEIDN%MN TRK �� ^y 2 ? FRONT: 30 r, ` SIDE: 15TAG LT #1144 12" WHITE REAR: 15 ASSUMED Q �A P11 E ` LOT 7 *TO BE CONFIRMED BY BUILDING COMMISSIONER v'o ire 12 MI { ,,J�� �� rr 43,860 SFf Y ,\PINE �� `b `k�^� 33 T. F. AT EL34 o, Nti ti0 2 ti y �. �,, REQ4ALiE AS S 9010V 2 DOUBLE WASHED PEASTONE �. ?t• ^� �-' _�RowJIE 571'ALES 7D DlwRr S7A4N NA7D? fZ0 ACCESS G'OVER WITHIN 6" TO FIN. GRADE ACCESS COVER (WATERTIGHT) 3 8 DO r4 ABA `� PROPOS D {! ' �'�t 31.8 MIN. WITHIN 6" TO FIN. GRADE 2% SLOPE REQUIRED OVERSYSTEM Iidt`_S DWELLIN 33 ,� 14" WHITE ' ` MINIMUM !75' OF COVER OVER PRECAST MAX SA TREE EL. .0 PINE 1 UTILITY- 31.8 0 ,� SAVE TREE {h;� CLUSTER 12 83 ' � NV.=EL.3 .09 h 24"WHITE RUN PIPE LEVEL ELEC,TEL iy �� PINE PROPOSED I.-DO FOR FIRST 2' ni 44.7,t �� �rl cn 6,t ti. s3 l 9. 9 GALLON SEPTIC JLZ: I TEE 10' 67• 3 26" E 10'MIN MO EE ,6� TANK-(H- 1G_) GAS H�EL26.24 EL27.00 PRA°bS�D c)oDBQX ` 33------� BAFFLE EL2 .41 � 0 0 0 M O 0 [] [] 3� C> EL26.17 E] M E] 0 ED 000 0 34� 6" CRUSHLD STONE OR MECHANICA' `-COMPACTION. (]5.221 (2)) �. _ ,. _ . ._ . __ 4' 3 &DES..2 4 O ENDS. 3, i c.Ac. nc rAnor - [�7 Q_C7 C7 L� C7 [� L� CJ 4, o SIDES Z DEPTH OF FLOW = 4' _ m 1 ! 4 O ENDS E� E� E� M [] M L L_I 000 EL24.1I A91200SYS7E V 32 REQUIRED TEE SIZES: H-10 ? rmv - � Crl AWr.4SrCOV49f7�' INLET DEPTH 10" M'N. BELOW FLOW LINE 3�4" TO 1 1/2" DOUBLE WASHED STONE O OUTLET;DEPTH 14" MIN, BELOW THE FLOW LINE AQN/NG C7/ANBER 4'OF S7GWE ALL AI?Al/1V0'31 2B �a (-2--Z SLOPE) ( 7. SLOPE) SLOPE) 30 FOUNDATION 10' SEPTIC TANK 30, D' BOX -2' T LEACHING FACILITY 5.9T TH2 ? �� SYSTEM PROFILE 7.8T 2a 9 f (NOT TO SCALE) LOT 8 N i 4. M w N 29 �oBOTTOM OF TH1 1&2 SEE SOIL LOGS 2' 30 30 DEPTH (in.) TH1 ELEVATION SOIL CLASS: I (SANDS, LOAMY SANDS) BOTTOM OF 2 16 S 0' 30.2 PERC RATE: < 2 MPI (5 MPI DESIGN) SAND LOAM PRESOAK: 0:00:00-0:06:00 SEE SOIL LOGS 10 YR tTA < 9": 0:06:00 I 31 31 �`� 12' 29.2 BOTTOM PERC: AT 48" EL.26.�L SEPTIC DESIGN: (cueenGt DISPOSER NOT ALLOWED) 10YA YR 5 8D NO WATER OBSERVED NUMBER OF BEDROOMS: 3 30. TAIF 27.7 USEDESIGA G/D/BR 330 G/P REQUIRED DESIGNFLOW 30 G/D MEDIUM SAND SEPTIC TANK: 2.5 Y 7/6 144 330 / 2 ( ) = 660 G/D ! USE PROP0SED 1,500 GALLON SEPTIC TANK , DEPTH (in.) TH2 ELEVATION SOIL CLASS: I (SANDS, LOAMY SAN= LEACHING: 0 1, " SIDE AREA: 2 x 2' x (12,83'+25') = 151.3 SF 0 A 28.5 PERC RATE: < 2 MPI (5 MPI DESIGN) BOTTOM AREA: 12.83' x 25' = 320.7 SF SAND LOAM PRESOAK: 0:00:00-0:06:15 10 YR 3 12' I TA 27.5 < 9": 0:06:15 + BOTTOM: 320.7 SF BOTTOM PERC: AT 48" EL.24.5 TOTAL: 472 SF LOAMY SAND NO WATER OBSERVED PROPOSED CAPACITY: 472 SF x 0.74 G/D/SF 349.3 G/D O.K. �. 10 YR 5 8 DATE: 5/30/00 30. N LTA , . 2B.0 -ENGINEER: MICHAEL S. FARIA, SE I SEPTIC SYSTEM DESIGN DST C A EXCAVATOR: RCONSTRUCTION 1.J ITE P Lt1N MEDIUM SAND (DOWN CAPE ENGINEERIr, 2.5 Y 7/6 WITNESS: DONNA MIORAN01, RS 144" 18.5 BO TOLOTTI SCALE: 1 "=30' TEST HOLE LOG P NOT TO SCALE TITLE 5 SITE PLAN OF LAND IN i MAR S TONS MILLS MA OF �O f Mqs sos- 2-as4, MgJJ9\ ARNE �yGJ PREPARED FOR KEITH & CHERYL GILMORE I y H. = LOCATED AT LOT 7 HIDDEN VALLEY ROAD fox 508-362-9880 � d ARNE H. G f` OJALA �*^., u OJALA CAN down cape engineering. inc. 8 CIVIL 90� 9o.2ssae Q MARSTON MILLS, MA 02648 No.30792 E fClSTE�� CIVIL ENGINEERS Q rsip sJQ SCALE: 1 =30 DATE: 6-21-00 BOARD OF HEALTH 'csTt Nq LA110 V LAND SURVEYORS F,�. L ENG� J 939 main st. yarmouth, ma 02675 sl (P 30 0 30 6 I - , MA 0 90 Feet 00-129 APPROVED DATE DATE ARNE H. OJALA, P.E., P.L.S.