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HomeMy WebLinkAbout0080 FARM VALLEY ROAD - Health 'Rom � A=0 17.032 . a a �Illl �cvctEo�� UPC 12134 .Z-4 3L N � � MSTINOS.NMI F I � � � � m i, � s � �� � � � � /yD TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE Qt tle& Mq *ASSESSOR'S MAP& LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACTTY ®0 LEACHING FACILITY: (type) (size) &g4eclej NO.OF BEDROOMS br ` BUILDER OR OWNER 1 .�'t C®�✓1 � _S!3 ark PERM T DATE: 11) —2-1 - 26 COMPLIANCE DATE: , 9�— 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 Furnished by e � I�t _ r t V � a No. _ +., Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZippYtcatton for ;Dtgpogal 6pgtem Congtructton 3permtt A lication is hereby made for a Permit to Construct QD()or Repair( )an On-site Sewage Disposal System at: Loc tion Address or Lot No. Owner's Name,Address and Tel.No. Lor 0s•rEk-_V1 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel No. I Type of Building: Dwelling No.of Bedrooms_ Garbage Grinder(DC) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 59 0 gallons. Plan Date ISEPT 46 1��Number of sheets ' Revision Date IgQI<s Title sty- C h y� , or-jer- 1" ,LC 5"115-4& Ate{ Description of Soil 60&-2S 0 AA iM 1 Uvti 0 N of Repairs or Iter t' s(Answer when applicable) A i �� 17 sl p Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Env' onmental Code and not to lace the system in operation until a Certifi- cate of Compliance has been issu Signe ' Date —� � Application Approved by 9 Application Disapproved for the following reas Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE. MASSACHUSETTS Certificate of Compliance,, � THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed �)or repaired/replaced( )on by IM'�0—CWQF ��i(�TaL for e�c",;•.r&Cr)r- as L-o-r f LA O jX\&Ly ay bask= constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Use of this system is conditioned on compliance with the provisions set forth below: i f allo. (/ y� , „� �`1° y".-� -�. Fee / t` THE COMMONWEALTH OF.MASSACHUSETTS PU-BLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS , ZXpPlication for Zigpogal *pgte'm Congtruction Permit Application is hereby made for a Per-hut to Construct(� )or Repair( )an On-site Sewage Disposal System at: r Location Addressor Lot'No,. �� S Owner's Name,Address and Tel.No. Installer's Name,Address,and Tel.No'f -- Designer's Name-Address and Tel.No. X. i qui r Type of Building: Dwelling No.of Bedrooms ` Garbage Grinder'g ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures l i .� Design Flow �?� '� "�.gallons per day. Calculated daily flow i5 D gallons. Plan Date S d- 9 Number of sheets Revision Date Title slr RAV4 o� I" rLe- S72�'4G t=orc. '�b�A�raa l�'ssOGIaT�S Description of-Soil CIO 41 G a,n ti16�1 t?w. S A 14 Q K , .F r jN of Repairs or lter tions(Answer when applicable) a1997 l 6is6 + � . Date last inspected: Agreement: l` r „ 1 The undersigned agrees to ensure the construction and maintenance of the afore described on-sife'sewage disposal system in accordance with the provisions of Title.5 of the Env'ronmental Code and not to place the system in,operation until a Certifi- cate of Compliance has been issue.by-this-1 ealfth C- 0 �' xa Signe "Date Application Approved by A0 Application Disapproved for-the following real s y. /Permit No. f Date Issued THE COMMONWEALTH OF MASSACHUSETTS f. PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS <,4 . (fertif irate of OdhP Lance - THIS IS TO CERTIFY that the On-site Sewage Disposal System installed O or repaired/replaced( )on by for -I)z- s<ac_. as L.a i 4-1 U 1 A R_vri a.410 haskeen constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated `C Use of this system is conditioned on compliance with the provisions set forth be ow:,. No. / �t �l Fee C� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -,BARNSTABLE, MASSACHUSETTS 1igpoga1 *pgtem Congtruction Permit Permission is hereby granted toOIL, F ! to construct( re air( O - ite Se age S stem located at l ff K and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction must be completed within two years of the date below. �j Date: ; l �=' Approved b — et� y., yam.; .. 4q 7 Parcel Perriut# lo Conservation Office(4th floor)(8:30-9:30/1:00 2:00; (°U Z±2 ate Issued b ` Board of Health(3rd floor)(8:15 9:30/1:00=4:45) t Engineering Dept..(3rd:floor) House# �0 'FPS LLE 7Usj Planning Dept. (1st floor/School Admin. Bldg.) A/A ' (/J AJ.. 1ANC RON r Definitive Plan Approved by Planning BoardDE AND /--v -P/Q c s e 3 I0;i a TOWN O BA1tTSTABL Building'Nrmit Application g* tfe"et Address Village 97rZ V ( ►- ' ` Owner b. C'ow"Tl/ " II Address -" T V t -�-� Telephone77 Permit Request t .First Floor -Z © 4- I v square fee Second Floor 8 square feecro Estimated Project Cost $}-.- Zoning District T' Flood Plain Water Protectione P Lot Size rA01 %97 t2 : Grandfath red? Zoning Board of Appeals Authorization Recorded a /A— Current Use © L"46,04c�� Proposed Use Construction Type ' Commercial Residential ll,, Dwelling Type: Single Family Two Family . Multi-Family N Age of Existing Structure, i Basement Type: Finished Historic House hh Unfinished Old King's Highway. It� Number of Baths 4 A-1 41 No.of Bedrooms (4— Total Room Count(not including baths) First Floor Heat Type and Fuel— Yy Central Air Fireplaces �Z Garage: Detached Other Detached Structures: Pool ,iA Attached Barn ) None Sheds Other ( 1 ' Builder Information Name l" . W IOW 4' Telephone Number 8 7 Address � - License# Z 4''10 Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO "i +� SIGNATURE671/� WVW � DATE n, ��► 4 BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) MEN no ON ME No 0 SOME OVEN 0 ME 0 1 MENNEN 0 MEN MENEM NoMM mom e 0 ME NONE ME No momMMMOMMEMEMM Nis ME 0 on MENOMONEE 0 son M ME MEMO ONE 0 MEN 0 � No ME momMMMONSIMM MONSOONS MEMMEMEMMEN n ��r■��■ OEM MENEM MEN mom ONE � M n nii i SOMEONE v .e �r Hl�NNONE so n rM■ ■ ■ ■ N v�nv ONE ■ ■ :s a rD -h I Z) rn< - ku �L..41.tf'• sit�� N av q` �• ! to O �> r0 rD 3 ID to 3 0 1k; 1 K Ma ;lY ga �t rD bFRmt .0 {t ,.ME n o s 0 D_ xl. 4,ik 1�k fP 0 9- 13LI ci NFE rD �� :! _ f•Zo rD (D All a.; (MD WF rn ap r r 5 4 3 Ik�,a� PL e� _ Gam• C O � Z, Z O MR.- ;q � 6E, n t o .I �k IFm ro of sk ��'�{ - � :•t � - •i1 v,�Y al !' •.rep.\'�i - - - - O n'` u,u" r "7 etr n- - o 't-E i rz`°'� Y,'�",R�,.' N >alp. x�:f�•'>. p! - r fir ji 3 r sir n 14r a�1 y, U ;-i'3tt 'Ys' ,�a-»-y w a .sy-x� ^r ..•.y,..y r,s-..... >s •5 rr-ire t f s fi ro 1 . ia.+..s?.:'=.::.S:+s... u�..zz t�;,ss=. .,,..:xe..:W-a.«..•xa:..3.na. �,.�.�.,..s.,... .�s�.. `;:".'e•.t:3-:y ..:.:11w�".,;�,'\",,. .0..,_I.,....m$.'�Wes,.a.,.}.�:. '.uM1«�..:... �._M..�'...'.. ...�. .n .,. ... ......:. .... _,..:,., .. , i SI16-OZP(DOS)v Mro VW'Rli!—sp.Q al,nS.laanS u!e ZCO — •• �••`• '�:•` CIA 3111HD�JV ddm - {{ I QI tit Zl rd jo r H�WI i I .;�. ' . l e �P �I 8 Er 40 O ^ � _'�0-�7- o-9 .. ., to-�l a.1� � pp � KI•9�G 0 Qs' F �� Assessing As-Built Cards Page 1 of 1 LO f /y 0 7-7?'--YO TOWN OF BARNSTABLE LOCATION 'l.+ SEWAGE VILLAGE O u, ASSESSOR'S MAP LOT A& I a INSTALLER'S NAME do PHONE NO. SEPTIC TANK CAPACITY 64 O . LEACHING FACH=- (type) NO.OF BEDROOMS BUILDER OR OWNER �CDcl PERMITDATE: It) -2.1 - U—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 Furnished by a� olodu yt lvX SG, 14 r http://www.town.bamstable.ma.us/Assessing/HMdisplay.asp?mappar=097032&seq=1 9/17/2011 r �`"""•��� �,;-���*ems, �� .� k tit.' �i +• ..�, i s t� � �vV_4 0 a : Ar,Y,AA s `.� IS 7, tr#g 3 �N �erms� c�ar�r.•s�ran 1 YOfl E OF WORK l SLOP �!6' c�� f PICTURE WINDOW TO BE REMOVED A -� - 02 6 P AND REPLACED WITH DOUBLE CASEMENT WINDOWS. -REMOVE 3' EXT.DOOR AND CREATE A 9' 6' OPENING INTO NEW ADDITION,KEEPING �ffia SQ896�=66�6 THE FLOOR AT THE SAME LEVEL ADD AN LVL BEAM TO SUPPORT 8' OF TRIBUTARY ROOF AND CEILING LOAD OF EXISTING HOUSE. &a,r" 66-#928 -TO CUT BACK EXISTING DECK AND ATTACH TO NEW ADDITION. -TO GUILD NEW 14'-6'XIS'ADDITION AS PER PLAN. SIDING AND ROOFING TO MATCH. LOCATION OF PROPOSED ADDITION 80 FARM VALLEY RD OSTERVILLE MASS, o d 02655 EXISTING MAIN HOUSE 4 m - Q 0 o g RIDGE _ 0 Q . PLAN FOR o FAMILY ROOM m KITCHEN Dee Innovation con t. Co. N - uild DOOR TO BE REMOVED AND A PO Box 815 S'-6' OPENING IS TO BE MADE West Wareham, MA QFROM THE INTERIOR WALL`, OVER. 46— 02516 0., WINDOW TO BE REMOVED AND -FLOOR OF ADDITION TO I'3E FLUSH 5 , REPLACED WITH DOUBLE WITH MAIN HOUSE FLOOR. Office 508.291.4901 CASEMENT WINDOWS. -SEE MAIN FLOOR PLAN REVISIONS -----; ISSUE DATE 10/1/2010 _ I x 3 3 x 3 0 - NO.DATE DESCRIPTION 6� x 3'-0` 4' x -3' 1'4+'x 31-0' 11/23 BULKHEAD ' 2XIO LO ING BEAMS 31-2° a 5�-Q° s 6�2n IST Cs E K UNDER OR SYSTEM. -------• o , n � NOTE: , o EXISTING PT DECK TO BE CUT -_-_- _ BACK TO ACCOMMODATE FOR THE PROJECT NO: 300 T ------- { ADDITION SCALE 3/16% 1' O' NO SIGNIFICANT LOADS IMPOSED FROM DECK ON ADDITION. (END ARc,,4 DRAWN BY: S�J PERIMETER OF ���`��JOHN 1"4L-, ORIGINAL PROPOSED ADDITION I ��.�� � � . AIN FLOOR � INDICATES PERIMETER OF 9'_ 1/2" PLAN PROPOSED ADDITION (V 26'-4 ORIGINAL MAIN FLOG P SHEET � SCALE: 3/16" = V-O'.' IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AS THEY RELATE TO NEW CONSTRUCTION.REPORT TO THE DESIGNER ALL OBSERVATIONS AND ANY Of 9 DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK THE DESIGNER EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR MONITORING,OR INSPECTING OR SUPERVISING THE ACTUAL CONSTRUCTION r: I I I I LOCATION OF E)(ISTING MAIN HOUSE ;PROPOSCIED COFFERED CEILING -. ' PLAN FOR /I i N �lili l�ilil_ Innovation _ Design 4•. - ••. �tttt_Itttttt■lilil_ _ ulld 1 lilililil_ t► 1 ••- . . I. • - lililtt_lil_ I -• 5ox SID - . Dili lilil_ Wast Warahm, MA i t ' Iiltt_lilil_ . 02516 Office 5O8.2SI.41301 ! OlO ililitiltt_I_ 1G.Z=:4=71sSi.�::Galili Iili liltttG�ll_ __ _ _ �� _• I- I.lili_lil�.ltt_Itt_li Iilililt��l� 1 �. • __•_ __ _ - - • _LE JA 'jKSTunS WITH ♦ I.liltt__Iiltt_.iili li lilili�I_ - � -• • _ 7- • • _ KING STUD NAILED INTO END Itlii�_lil�.lilili ltt_lililtt_I_ I 1 � Itltt_I�_Itt_I�ailili lwlilil���� __ -• •- - Or Itli l�_lil�.ltt_li li It_C- -.�� • _ -- • •- _• � Itli l�_liltt_.lilili l��ltt_lililtt\.' �. . • . • I I 1` I■lil�_Itt_I�.Itttilt�l 1 1 1 1 1 • �' I Inc I.liltt__li ltt_.lilt�lil I I 1 I ■ \ I.1l:tt__Iiltt_.Itt_Iili iiltt_lilil_, • • •. •- ®®®I ----•• - - • �� Itt•iR7_liltt__li li li lilililil_ ! Iln:i:li_liltt_t■lilili lilililil_ • -7 • •.- -• 7. -�-i a PROPOSED Inli'��_Iiitt_.lilili lilt lilt l_ _ Il.ltt_IJ_Itt_Itt_.liltt_li lili_li_li_I_ -•• . • •.. • �-_- \ t 1 Itlil�_1i 1�_Iiiili Itt_I 1 1 7.ii1�_li:>•.itt_Iili lilililil_ '-_-I l.lilt�_Itt_Il\..li li li lilililil_ EXTERIOR - PANELS l.liltt__lilfi.lili li ltt_li lilil_ ♦ I -I . = -_- I.lilttt■_li.�.lilili Itt_Ii ltttt_lil_ >t -- •- - • .I I • I.lilttt■_lii�t/lilili liltt_lili l_ ••- TRIPLE ♦ i ... I.itt_It�_lil�.lttttt_Itt_Ii lilililil_ j CEDAR SIDING 'I.Itt_ittt■_It�ltt�.itt_ii li lilililil_ • BEAM BELOW ADVANTECH PLYWOOD I.Itt_I�_Itt_It�.lilili ltt_li Ali ltttllf APPLIED VERTICALLYI.lilt_liltt__lilili lililililttl! I STUDS I ".�;i1�7Ii I�t■Iilili lilililil/`• ■ .I _ - _ I - - /I_I►_li liltt_.lilili lililili:t_I -• • •• INSULATION jro_Ilttt_li lil�.ltt_li li lililil-Ilt_I I�I�Itt_lilil�.liliti ltt_lilil��lt_I I �' I �`-\ /.�\IIr�/lilttlrrllr■rlltt_.Iili l.�l�t�■Itt_liltt��l/rr� j ♦ •- PLY :`1 �-� _ j`/�u L1�A_lililt�lltt_.Ii liltl_Itt�ltt_lilr�llt_l I. • -- OPENINGS ,,\'�� �wll"%�=�1'It�t�IT.�I�•���•q�T�l�.lA�rl i7t•.Itt��lll••'PL.�.gT�' .- - G �9 no I `-'� //l i��ITlTITtT•Il7�aT�T�1�TrITr�11•rrl•rrl•1•PTrIT7TlTr.1�74�T1 , i /IRh,tl��l_l_til_=:.i11�.lililtltttC:,titililt�litt`. ` FIREPROOF- r--•• PENETRATIONS ' ``;`` `, l/9L1__I_._liliill/•_lili L_.1_.Ii lili�it_I I. '.•.� .�.� ` `'` '✓♦ /�uttr�l9_Iiltt�l�l�_lililt®:®Iilili`I'�: GOING • MAIN HOUSE. . ' `��I�' lli•iltt._lilililtt_.Iiiili lilililil�l 'I � I -- l 1 BEFORE PROCEEDING _ _ RESPONSIBILITY_ _ MONITORING, _ INSPECTING OR SUPERVISING CONSTRUCTION r. FLOOR SYSTEM �etZms' �arJtarn. -3/4" TtG ADVANTECH, PLYWOOD p� SUSFLOOR, W/ CONST. ADHESIVE �� d - 2"X8" FLOOR JOIST 0 16" O.G. PAGE DESCRIPTION v�u�p - R -30 INSULATION I ORIGINAL 5 DECK PLAN - TRIPLE 2XIO PT CARRYINGS BEAM MAIN FLO N a�af�. ars 02�64 SEE FLOOR JOIST PLAN Z MAIN FLOOR. (o SECTION A-A �ffia S08-W 6626 - 4"X4" PRESSURE TREATED POST NOTE: TO SUPPORT CARRYING BEAM. 3 FOUNDATION -� REAR ELEVATION �'a�vr08S66-F988 PLAN SHOWS ONLY THE SECTION OF MAIN - POST TO PIER CONNECTION WITH HOUSE THAT IS RELEVANT TO ADDITION. AS44 POST ANCHORS TYP. 4 FLOOR PLAN 8 LEFT ELEVATION BEAM ATTACHMENT A - 3/4" X 10" GALV. ANCHOR BOLTS. FOUNDATION WALL ROOF PLAN 9 RIGHT ELEVATION LOCATION OF PROPOSED ADDITION SO FARM VALLEY RP 1 1 1 ' ' EXISTING FOUNDATION WALLS OSTERVILLE MASS. -- A ------------- 02655 I/2" AIR SPA i i IS'-10'h" ------ 1 AT END A �. ; •a , SIDES OF WOOD C ` i ° ------ BEAMS EXISTING MAIM HOUSE _ - 1 �' 1 OTOW BEA FOR MUDSILL IF REQUIRED • ' ' - a i n - MAXIMUM NOTCH EQUALS 1/4 DEPTH OF BEAM a ------� �-- - ------------------�------------- ------------- ----=- o• ' SHEET METAL UNDER BEAM AT POINT OF - --- --- ° ,o e d• .o '. o a v' -. v°c °'CONTACT WITH WITH CONCRETE OR GONG. BLOCK ---_--- SHIMS TO LEVEL BEAM •- ---- --- '_- ----------------- ------—o---- -----------Tr-- 3" MINIMUM BEARING SURFACE ,° _ _ _ >oTRIPLE 2X8 BUILT-UP BEAM PLAN FOR FOR WOOD BEAM vl a _ WALLS AT OUTSIDE CORNERS - -- 1 ; - Innovation Cont. Co. --------------------- 3'- " a --- , --�i �'.,.•,` — WALL-4 r WALL- PO Box 815 B JD West Wareham, MA c1 11 1 - TRIPLE 2XIO PT • '�� I'�n \ 0251E . I��O OSED r- " - BUILT-UP BEAM 6-FROST FOOTING 4'BELOW OFFIce 508.291.4901 DECK CONCRETE 1=011NDAT10N PIERS 8 -6 ,, -� —GRAD RAD ,$'CL � N ADDITION o� " 1 - USE 3000 PSI CONCRETE MIX. " _ `` �' ` REVISIONS 5-4 - 1 ;e 1 i 10"X20" PIER. BOTTOM O ISSUE DATE 10/1/2010 - USE •3-10" X 2011 FLARED BASE CONCRETE PIERS, ` _ ' ' U • __�1_ i______ __ ____ t•, PIER 4' BELOW GRADE - •;�_�_________� z- =r------- -------�./..; NO.DATE DESCRIPTION RESTING ON UNDISTURBED SOIL FOR THE 03SWEARLL INSIDE PIERS SUPPORTING THE TRIPLE CARRYING <.9< all .WALL-AI LEVEL 5 < x 1 WALL'FOUND BEAM. ; WALL-5 ,.;�'��� In 2X6 PT SILL, WITH ANCHORS PROVIDED BY 1 LEVEL SHEAR NOTE: WALL SYSTEM. < '' -------- - 4X4 PT POSTS W/ ABA44 _--, -_----- `---I POANCHORS. PEER WITHH 3 SECURED 4'-4 3/4" :6'-2 1/2" 4'-4 3/4" BOLTS. PROJECT NO: 300 - ALL FOOTINGS TO BE 4' BELOW FINISHED GRADE ; Ire' p° FOI�ND,4TION i�LAN SCALE: 3/168• I' O". DRAWN BY: 9-(A? SCALE: 3/16" - V-O" FOUNDATION SHEAR WALL PANELS . FLAN - 06-ISS 12x8 I LEVEL SHEAR WALL PANELS SEE PAGE 6 FOR -02-188 18x8 I LEVEL SHEAR WALL PANELS SECTION VIEW `-------- A FASTNER SC 4MULE INSTALLED ON OUTSIDE CORNERS OF ADDITION. FOLLOW MANUFACTURERS - 4'—X ,4" POSTS TO GONG. PIERS SIMPSON • A544 'C INSTALLATION INSTRUCTIONS. - TOP PLAT OF WALL TO OVER EVERY RAF f;zAFr ER - ``'IMPSON NH2.5 A RIDGE STRAPS NO.0=5 � -SHEET BOSTON IAA IN OF VP— P IT IS THE RESPONSIBtLtTY OF THE GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AS THET RELATE TO NEW CONSTRUCTION.REPORT TO THE DESIGNER ALL OBSERVATIONS AND ANY O� DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK, THE DESIGNER EXPRESSLY DISCLAIMS ANY RESPONSIBIIJTY FOR MONITORING,OR INSPECTING OR SUPERVISING THE ACTUAL CONSTRUCTION DO NOT USE ALUMINUM PAGE DESCRIPTION FLASHING IN CONTACT � WITH PRESSURE TREATED em2zd w:ft Y= LUMBER.USE GRACE RUBBER I ORIGINAL LEAD OR GALVANIZED FLASHING MAIN N DECK PLAN -06-ER t 2 MAIN FLOOR (7 SECTION -A OP PINEGE OF SIDING AND FL LAPPED OVER FIRST CONTIN. 6 �� 3 FOUNDATION I REAR ELEVATION PIECE OF SIDING BELOW."THIS PLAN INSTRUCTION WILL ONLY BE FOR �( FLOOR PLAN 8 LEFT ELEVATION D<TERIoR APPLICATIONS% �fficr M8--Q j�6'626' 4 ROOF PLAN 2x8 JOISTS■I6°D.C. 9 RIGHT ELEVATION 2X8 KD LEDGER BOARD �'r�SQ8�S66-1'928 LAG BOLTS STAGGERED 14"O.G.PRE-DRILL LEDGER IR" PRE-DRILL 5/16"INTO HOUSE LEDGER -LAGS TO BE 1/2"X'4 1/2" JOIST HANGERS ON GALVANIZED W/WASHERS SEE PLANS FOR �0 ALL JOIST ADS - LEDGER BOARD ATTACHMENT FOUNDATION/ - LAG BOLTS STAGGERED LOCATION OF FOOTING S1ZEs n 14" D.C. PRE-DRILL LEDGER i/Z PROPOSED ADDITION �e C DECK LEDGER CONNECTION pRE-DRILL 5/16" INTO HOUSE LEDGER 80 FARM VALLEY RD - 2X8 LEDGER, LAGS TO sE OSTERVILLE MASS. 1/2"X4 1/2" GALVANIZED W/ WASHERS 02655 - ALL JOIST ENDS TO HAVE HANGERS EXISTING MAIN HOUSE EXISTING MAIN HOUSE KITCHEN 2 PLY I /4"Xu 1/2" LVL BEAM C -6� __ _-___--__, .-----, _ PLAN FOR --------------- ------------ -- -- -- -- , -------------------------- -- -- -- -, - , Innovation Comet. Co. '-O"x 4' " x 3 ' - Dasign < Burid C24 OUBLE JACK STUDS,WI H 2X4 KING STUD NAILED INTO END EXISTING PT DECK PO sox 815 ' BUL EAD m OF LVLS. West Wareham,MA � NOTE: 025-16 NO APPARENT LOADS IMPOSED PROPOSED ADDITION S FROM DECK ON ADDITION. OFFiG6 508.291.4901 s -DECK TO BE CUT BACK TO O b'SLIDING a ALLOW THE CONSTRUCTION OF REVISIONS d) ADDITION. U� PATIO DOOR � ISSUE DATE 10/I/2010 U Q� 2XI0 LOADING BEAMS NO.DATE DESCRIPTION O O J LL H X -2XS PT DECK FRAMI G �0 °' , PROJECT NO: 300 TO MATCH EXISTING. -- -- --' , -- -1 ' ■ : p �.� 0 7 -- I= -' - �_ __ _ _- --� _ SCALE: 3/16■ I O DRAWN BY: S�Jk4 - 8" PIERS DOWN TO 42" BELOW GRADS—�' ' 4'-0" x 1'-0 C235 flF-f iG PLAN &'-2P" 4'-45/411 9'-9" DECK FLAN SCALE: 3/16" ■ 1'-0" � SOHN jgCyTtrO -SIZE OF PLATFORM TO E �A DECIDED BY CONTRACTOR ° LECsEND: ��� AND OWNER. IE WALLS SHOWN AS SOLID ARE EXISTING c� ET NO.01%36 U' ' BOSTON AAA FLOOR SURFACE,STAIRS AND�t� - WALLS SHOWN A5 HOLLOW ARE NEW RAILS TO MATCH EXISTING DECK. of 9 R 18 THE ONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AS THEY RELATE TO NEW CONSTRUCTION.REPORT TO THE DESIGNER ALL 08SERVATIONS AND ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK. THE DESIGNER EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR MONITORING,OR INSPECTING OR SUPERVISING THE ACTUAL CONSTRUCTION TYPICAL E7KTERIOR WALL -2x6 EXTERIOR WALL: STICK BUILT ROOF ga7:420an -WHITE CEDAR SIDING I -1/2° ADVANTEGH PLYWOOD SHEATHING -CATHEDRAL CEILING APPLIED VERTICALLY - ASPHALT SHINGLES TO MATCH -2x6 6TUDS 9 I6' o.e. -2XIO RAFTERS 9 16" O.0 FLOOR SYSTEM -R - 19 INSULATION -2XIC HIP RAFTERS -3/4" TtG ADVANTECH PLYWOOD �ir -92-2XI8 HEADERS W/ 1/2" PLY - 1/2" ADVANTECH PLY SUSFLOOR,W/CONST. ADHESIVE �.�f'Gaw 02ro OVER OPENINGS - 1 3/4"X1I 1/2" LVL RIDGE BOARD - 2"X8" FLOOR JOIST 9 16" D.G. Vffix 508 96f=66'6 -FIREPROOF ALL PENETRATIONS -R-38 INSULATION -R-30 INSULATION DO NOT USE ALUMINUM GOING INTO MAIN HOUSE. -2X4 COLLAR TIES ib"OZ. PLACID -TRIPLE 2X10 PT CARRYING BEAM ea/7"-S664928 WITH PRESSUREINCE TREATED -ONTACT TO ACHIEVE AN 18" FLAT CEILING. SEE FLOOR JOIST PLAN MEIER.USE GRACE RUBBER, - IX3 STRAPPING • 16' b.G. -4 X4" PRESSURE TREATED POST LEAD OR GALVANIZED FLASHING - I/2' DRYWALL,SKIP TROWELED TO SUPPORT CARRYING BEAM. - 1 3/4'Xll IR" LVL STRUCTURAL RIDGE FINISH TO MATCH. -POST TO PIER CONNECTION WITH ING TUGGED UNDER -2'XIO' RAFTERS 9 16" o.G. -RIDGE VENT AB44 POST ANCHORS TYP. TOP PIECE OF 51DIF1G AND LAPPED OVER FIRST CONTIN. -HURRICANE CLIPS SIMPSON H2.5 -3/4' X 10" GALV. ANCHOR BOLTS. LOCATION OF PIECE OF SIDING BELOW AT EACH RAFTER END. CATHEDRAL CEILING PROPOSED ADDITION „ -RIDGE STRAPS OVER EACH RAFTER IX3 STRAPPING s 16 O.G. So FARM VALLEY RO 2x8 JOISTS�I6"O.G. 2Xs KD LEDGER BOARD - 1/2 DRYWALL OSTERVILLE MASS. LAG BOLTS STAGGERED FINISH TO MATCH EXISTING 02655 14"O.G.PRE-DRILL LEDGER 1/2" PRE-DRILL 5/16'INTO HOUSE LEDGER LAGS TO BE 1/2"x 4 1/2° -2X10 RAFTERS 9 I6� O.C. JOIST HANGERS ON GALVANIZED W/WASHERS USE RIDGE STRAPS OVER - SEE PLANS FOR �� ALL JOIST ENDS 12 EVERY RAFTER.. - FOUNDATION/ -2X10 HIP RAFTERS . FOOTING SIZES D 12 DECK LEDGER CONNECTION 1/2 —-—� TOP OF PLATE PROPOSED ACIbITION -H2.5 HURRICANE CLIPS PLAN FOR FOR RAFTER TO PLATE -EXTEND PLYWOOD INTO CONNECTION. Innovation Conet. Co. EXISTING HOUSE WALL AS - USE H2.5 HANGERS TO Design t Build EXISTING HOUlil SHOWN,AND NAIL 9 4' O.G. 2 PL113/4"X9 1/2" LVL ATTAGI-I JOIST TO BEAM. PO Box Sly EXISTING BEAM TO SUPPORT 8' HOUSE Q = West Wareham, MA OF TRIiBUTARY ROOF 02516 LOAD OF MAIN HOUSE. -TRIPLE 2XIO PTOffice 505.291.4901 ADDITION WA 1/2" SHEATHING _ -SUPPORTING INNER BEAM aw - SOLID BLOCKING BETWEEN MAIN.FLOOR O' Ifl JOISTS,OVER BEAM REVISIONS LEVEL --_ PLAN VIEW a* 2X8 F OR•f6 O.C. -DOUBLE 2X8 KD ISSUE DATE 10AI2010 —- -�- - ;',e• RIM JOIST NO.DATE DESCRIPTION FINISHED GRADE �� Q - GROSS BRID ING�'•'e:` a s• 1 11/22 FROST WALL -� - -— y` - -—- .A -4X4 PT CENTER POST `�D� -— W/,A5A44 POST ANCHOR NOTE: °1 •.:;, SEE FLOOR JOIST PLAN 10" X 20' FLARED BASE CONCRETE PIERS, <, FOfk DETAIL$. GRADE RESTING ON UNDISTURBED SOIL. ALL FOOTINGS ENTER PIER " TO BE 4' BELOW FINISHED GRADE. SEE FOUNDATION G`$.� D RROtifi pi •��REAR ELEVATION PLAN FOR SIZES AND PLACEMENT OF PIERS. A, -— —9'- +-—- _ 4 � p�O.>, PROJECT NO: 300 PACE DESCRIPTION 3� EM SCALE: 3/16Q. 11011 I ORIGINAL TRIPLE 2X8 KD BUILT O DRAWN BY: 91� MAIN O N $ DEGC PLAN d 'r' •- SIOMSTON 2 MAIN FLOOR • ' UP RIM.JOISTS FOR ROOF h SECTION - A AND WALL SUPPORT. 1 MA SECTION A - >s•i FOUNDATION a.. CONCRETE WALL FOR 12„ FROST FOOTING 3 I LEVEL SHEAR WALL PANEL 4' BELOW GRADE "( SSP PLAN ANCHORAGE. SEE FOUNDATION PLAN L FAS �°' °®' SOFr"""E 41 LEFT ELEVATION TNER SCHEDULE FLOOR PLAN -4" X 4" POSTS TO CONC. PIERS SIMPSON• AB44 SHEAR WALL PANELS ROOF PLAN RIGHT ER ELEVATION -TOP PLATE OF WALL TO EVERY RAFTER-SIMP50N MH N 8 /+T1 9 _RIDGE STRAPS OVER END WALL a EVERY OTHER RAFTER --6-f58 IZO I LEVEL SHEAR UJALL PANELS O I -n-t$B 18x8 I LEVEL&4EAk WALL PANELS S T INStALLED ON OUTSIDE GORmERB OF SCALE: 3/16" = 1'-0" ADDITION. FOLLOW MANUFACTUR328 INSTALLATION INSTRUCTIONS. Of �J R IS THE Pam oNSIPSILITY OF THE dENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AS THEY RELATE TO NEW CONSTRUCTION.REPORT TO THE DESIGNER ALL OBSERVATIONS AND ANY DISCRl9�ANCIffi BEFORE PROCEPD G WITH ANY WORK. THE DMIGNE2 EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR MONITORING,OR INSPECTING OR SUPERVISING THE ACTUAL CONSTRUCTION I I ' - - - � ; i is .f•. - •.- • EEMEEM-MEEM .MEE MEEIM rrMEN rrrrrrrrrrrrrrrr-� • . . . - . .. rrrrrrrrrrrrrrrrrrr� - • • rrrrrrrrrrrrrrrrrrrrr- • rrrrrrrrrrrrrrrrrrrrrr► - • -rrrrrrrrrrr---------- . •. .• •_ .• __ - _ rrrrrrrrrrrrrrrrrrrrrrr� - -rr--EEMM_rr_r_---rrrrrrrrrrrrrr t •• _ _ _ _• -• rrrrrrrrr rrrrrrrrr MMMEEMMMEEM • -- MEEMEEM • _ __•_ __ = rrrrrrrrrrrrrrrrrrrrrrEMEEM_ -_ - - • . _ _ _• • - __ • rrrr �rrrrrrrrrrrrrrwrrrrrrr� •_ _.. rrr• �rrrrrrrrrrrrr r-rrr-r • • �. ri rrrrrrrrrrr ► Tr-rrrrr. c -• •.- - i rrrrrrrrrr �rrrrrrr► I• r '-rMMMMMMM rrrrrrr �rrrrr EEM • •- c• r�rMEN EN 'I� rrrrrrrr� ■J L■ J■I 1`■ ;rrrrrrrrr ■ ■ r■I MEE ME 1.-rrrrrrrrri+ll `rrrrrr-rrrr. ... r rr-�rrr-r -�r-rrr�rr ; ■■. Ifni ■■■ S l ii ... E I CATHEDRALa SKIP TROWEI rrMrrrrrrrrrrrrrrrr .1 rrrrrrrMEErrrrrrrrrrrrFINI5544 TO MATCH,EXISTING. ! rrrr rri rr � PLAN FOR I - - - rrrr��rr rrrr- r� Sri rrrrr-r rrrrrr-r rrr -r ` rrr _ rrrrrra r. rrrr � rrr - _ - ' ; � -- •- rrrrrrr�rrrrrrr� � Innovation Build ._:ign 4 i r� rrrrrr►� rrr • - ••• rrrrr �rrMES rrrrv- �i�ri PO Box 815 � rrrrrrrrrr err--�rrrrrrr� rr-; [Weat Wareham, MA � •- . - __-..-_.-_-_-__rr r. _ rrr. i Office 5,08.2131.41BC11 _ _ ■� - MIN I i--,- ICJ �' ■ ■■ ■■ 1 N Noo in ����� �����I� I I I II -- 1.::::::::. II II III III �• �■�� • •._ = ��IIIIII110 . ■■■■. 1 0' I I i i ' I- ALL WORK SHALL CONFORM TO THE MASS I STATE BUILDING CODE,ITS APPLICABLE REFERENCED STANDARDS AND LOCAL CODES. I STICK BUILT ROOF I ORIGINAL 2- IT 15 THE RESPONSIBILITY OF THE GENERAL MAIN N 5 DECK PLAN CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS - CATHEDRAL CEILING j� AND DIMENSIONS AS THEY RELATE TO NEW - ASPHALT SHINGLES TO MATCH 6T r Z MAIN FLOOR 6 SECTION A-A CONSTRUCTION, REPORT TO THE DESIGNER TYPICAL D<TERIOR WALL - 2XIO RAFTERS i I6" O-C _Dmi ALL OBSERVATIONS AND ANY DISCREPANCIES -" EXTERIOR WALL: -2XIO HIP RAFTERS 3 FOUNDATION -T REAR ELEVATION BEFORE PROCEEDING WITH ANY WORK. -WHITE CEDAR SIDING - 1/2" ADVANTEGH PLY PLAN 3-GENERAL CONTRACTOR TO SUBMIT PLANS OF - 1 /2" ADVANTECH PLYWOOD SHEATHING - 13/4"XII 1/2" LVL RIDGE BOARD �� FLOOR PLAN ALL STRUCTURAL ELEMENTS TO BE ENGINEERED APPLIED VERTICALLY - R-38 INSULATION 8 LEFT ELEVATION FOR APPROVAL CI.E.-LVL'S,POSTS/PAD6 AND �� 02� sF -2x6 STUDS • 16° o.a. -2X4 COLLAR TIES I6"O.G. PLACID ROOF PLAN 9 RIGHT ELEVATION PRE ENGINEERED ROOF TRUSSES)TO SUPPLIER -R - IS INSULATION TO ACHIEVE AN 18" FLAT CEILING. ��J 508 96�=6616 THE DESIGNER EXPRESSLY DISCLAIMS ANY -02-2X8 HEADERS W/ 1/2" PLY - IX3 STRAPPING 0 16" O.G. RESPONSIBILITY FOR MONITORING,OR OVER OPENINGS - 1/2" DRYWALL,SKIP TROWELED �i/f508�66-928 INSPECTING OR SUPERVISING THE ACTUAL CONSTRUCTION -FIREPROOF ALL PENETRATIONS FINISH TO MATCH. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND GOING INTO MAIN HOUSE. -RIDGE VENT DIMENSIONS AT SITE BEFORE BEGINNING CONSTRUCTION -HURRICANE CLIPS SIMPSON H2.5 AT EACH RAFTER END. RIDGE STRAPS OVER EACH RAFTER. -CONTIN. RIDGE t SOFFIT VENTING LOCATION Or- -13/4"xa In" LVL STRUCTURAL RIDGE SHEAR WALL INSTRUCTIONS PROPOSED ADDITION -2"xlo' RAFTErzb• ie° O.G. FOR WALL SHEATHING AT ' -e" SOFFIT PROJECTION CORNERS, 80 FARM VALLEY RV PROPOSED ADDITION -PINE FACIA AND SOFFITS R OSTERVILLE MASS. -CONTINUOUS SOFFIT VENTING -USE CONSTRUCTION ION PLY 02655 -USE CONSTRUCTION ADHESIVE TO MATCH - INSTALL CORNER PLY VERTICALLY y1t9 -METAL DRIP EDGE AND CUT OUT WINDOW OPENING,DO 22.5x34.5 - ICE AND WATER ON ALL EAVES N07 PIECE UP PLY. RIDGE PENT AND VALLEY'S. - NAIL *8 RING SHANK, O.G. IN FIELD ' -.—-—- —ALUMINUM GUTTERS _ 4" ON EDGES. — 12 - - FLOOR SYSTEM 12 T-1/2 -3/4" TtG ADVANTECH PLYWOOD V8 - SUBFLOOR,W/CONST. ADHESIVE -R - 30 INSULATION N1 -2"X8" FLOOR JOIST • I6" O.G. MINGLES TO MAT 1 -TRIPLE 2XIO PT CARRYING BEAM PLAN FOR SEE FLOOR J015T PLAN Innovation Const. Co. -—- - - -—-—-—-�--TOP OF PLATE -4"X4" PRESSURE TREATED POST r W TO SUPPORT CARRYING SEAM. Design t Build EXISTIN M Q -POST TO PIER CONNECTION WITH PO Box 815 HOUSE ® 8" OVER a] to AB44 POST ANCHORS TYP, West Wareham, MA HANG -3/4" X 10" GALV. ANCHOR BOLTS. 02516 _ A 3 Office 5OS.2SI.4SO1 O Q w FASTNER SCHEDULE c4 -4" X 4" POSTS TO GONG. PIERS SIMP50N •AB44 REVISIONS Q -TOP PLATE OF WALL TO EVERY RAFTER - SIMPSON OHS ISSUE DATE 10/V2010 3 -RIDGE BEAM RAFTER PANGERSe EVERY RAFTER-SIMPSON 'RR -RIDGE STRAPS OVER END WALL t EVERY OTHER RAFTER NO.DATE DESCRIPTION II/2'3 MAIN FLOOR LEVEL — - MAIN FLOOR LEVEL ------- _ 2X8 FLOOR SYSTEM 8" CONCRETE '. ' Ar - PRESSURE TREATED c -, -—- - - •:P.ea ' - DECK PLATFORM WITH g"( CL��\ FINISHED GRADE—► STAIRS. qF �QHN ln:'.n :•s. e: �— FINISHED GRADE ` QG�\ � PROJECT NO: 300 FINISHED _ .: _ SCALE 3/16°■ I' on - 10" X 20" FLARED BASE CONCRETE PIER, Y O ; N DRAWN BY: 9" ' 12' FIR TING ':'•.°:` �• ROI `E';.°: RESTING ON UNDISTURBED SOIL. ALL FOOTINGS 806TON ".'.;..`.`'�, DI 10 '.� TO BE 4' BELOW FINISHED GRADE SEE FOUND. , i �'e:•.•e .`.•e. '.'". PLAN FOR 512)=S AND PLACEMENT, AAA LEFT i - --- ELEVATION ,C// ^_.... I1RCMffEC1URN.OERION SOFfNMRE LEFT ELEVATION 16-011 - SCALE: 3116" = 1'-0" SWEET � IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR To VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS As THEY RELATE TO NEW CONSTRUCTION,REPORT TO THE DESIGNER ALL OBSERVATIONS AND ANY Of 9 DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK. THE DESIGN8Q D(PRESSLY DISCLAIMS ANY RESPONSIBILITY FOR MONITORING,OR INSPECTING OR SUPERVISING THE ACTUAL CONSTRUCTION i 1 yam} � I STICK BUILT ROOF CATHEDRAL CEILING - ASPHALT SHINGLES TO MATCH gg - 2XIO RAFTERS 6 16" O.0 �OZnli (JQT 11 - 2XIO HIP RAFTERS pn 1/2" ADVANTECH PLY cJ - I'3/4"XII 1/2" LVL RIDGE BOARD ►rY6 kgk6 � - R-38 INSULATION �i�a�a�f/rrars 02 - 2X4 COLLAR TIES 16"O.G. PLACED lY TO ACHIEVE AN 18" FLAT CEILING. ��fra S089676626- SHEAR WALL INSTRUCTIONS - IX3 STRAPPING o I6" O.G. �°'i/ISC18�66-#928 FOR WALL SHEATHING AT - 1/2" DRYWALL, SKIP TROWELED CORNERS. FINISH TO MATCH. -USE 1/2"ADVANTEC14 PLY -CONTIN. RIDGE t SOFFIT VENTING - RIDGE VENT -USE CONSTRUCTION ADHESIVE - 13/4'XIt 1/2' LVL STRUCTURAL RIDGE - HURRICANE CLIPS SIMPSON H2.5 -INSTALL CORNER PLY VERTICALLY -2'XIO' RAFTERS • 16' O.C. AT EACH RAFTER END. AND CUT OUT WINDOW OPENING,DO -8" SOFFIT PROJECTION - RIDGE STRAPS OVER EACH RAFTER. LOCATION Or- NOT PIECE UP PLY. -PINE FACIA AND SOFFITS PROPOSED ADDITION -NAIL 08 RING SHANK,6" O.G. IN FIELD -CONTINUOUS SOFFIT VENTING 4" ON EDGES. TO MATCH 80 FARM VALLEY RD -METAL DRIP EDGE OSTERVILLE MASS. - ICE AND WATER ON ALL EAVES 02655 AND VALLEY'S. - ALUMINUM GUTTERS - 22 V2°X34 1/2" TYPICAL EXTERIOR WALL VE.uX PLIGHTS -2x6 EXTERIOR WALL: -WHITE CEDAR SIDING 12"WALL - 1 /2" ADVANTECH PLYWOOD SHEATHING PANELS APPLIED VERTICALLY ASPHALT SHINGLES PLAN FOR -2x6 STUDS o 16' o.c. -R - IS INSULATION TOP OF PLATE - — - — Innovation Const. Co. -02-2X8 HEADERS W/ 1/2" PLY Design t Build OVER OPENINGS �o =p PO Box 815 -FIREPROOF ALL PENETRATIONS OI 13 Q F West Wareham, MA GOING INTO MAIN HOUSE. jp I EXISTING 02516 r O 4 = 10'W HOUSE Office 505,291,41301 PANEL FLOOR SYSTEM O .4 V REVISIONS -3/4" TtG ADVANTECH PLYWOOD _ ISSUE DATE 10/1/2010 SUBFLOOR,W/CONST. ADHESIVE _ NO.DATE DESCRIPTION - 2"X8" FLOOR JOIST• 16" O.G. -R - 30 INSULATION MAIN FLOOR 2X8 FLOOR SYSTEM IV23 -TRIPLE 2XIO PT CARRYING BEAM LEVEL SEE FLOOR JOIST PLAN :•,.:.• -' -- -------------- 4"X4" PRESSURE TREATED POST � • ' --�-----' FINISHED GRADE —� -—-— FINISHED GRADE TO SUPPORT CARRYING$FAIN. ;:'e;;:• ;:'s;;:•a:•e; � -POST TO PIER CONNECTION WITH A544 POST ANCHORS TYP. _ 10" X 20" FLARED BASE CONCRETE PIER, y'e; .:e. n.'e. iS' CONCRETE WALL -3/4" X 10" GALV. ANCHOR BOLTS. RESTING ON UNDISTURBED SOIL SEE.FOUNDATION e:. e:.'.'e.'. IT° FROST FOOTING i i i i PROJECT NO: 300 PLAN FOR SIZE AND PLACEMENT. :c: 'i•::'i -ALL FOOTINGS TO BE 4' BELOW FINISHED GRADE " i i i i i SCALE, 3Y: I' O" RIGHT ELEVATION DRAWN BY: �� FASTNER SCHEDULE i SCALE: 3/16" - 1'-0" RIGHT -4" X 4" POSTS TO GONG. PIERS SIMPSON • A544 PAGE DESCRIPTION ELEVATION- TOP P - TE OF WALL TO EVERY RAFTER -SIMPSON •H2.5 � `ir----- ----------�- ORIGINAL RIDGE STRAPS OVER EVERY RAFTER 14 I OLAN DECK PLAN Ic ilcQ, �O� MAIN Z MAIN FLOOR (� SECTION - A NO. to DECK NOT SHOWN 3 FOUNDATION 1 REAR ELEVATION n SEE MAIN FLOOR PLAN PLAN �ISTOW AND DECK.PLAN. B LEFT ELEVATION SHEET ,�' 4 FLOOR PLAN OF SSPG. ROOF PLAN g RIGHT ELEVATION IT 16 THE RESPONSIBILITY OF THE GEN62AL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AS THEY RELATE TO NEW CONSTRUCTION.REPORT TO THE DESIGNER ALL.OBSERVATIONS AND ANY o f 9 DISCREPANCIES BEFORE PROC67_DING WITH ANY WORK. THE DESIGNER EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR MONITORING,OR INSPECTING OR SUPERVISING THE ACTUAL CONSTRUCTION �r O �• i Ilii� f ►�� ������• III illll►;. !',,, . - IMP I 1� tl•I -- II II ! �� a �� � � � � - _ !'lII9;I r� •`':,;:i. N. >1 cut gr Y �G �1 ti 1 . Z m - • .c C d � 71 � O 9 LA p o . 01 , � r • - j '.. ,; {air ��, I I NII' ' I � ,'I• Hl ,l I I I'ill✓�1I}I IT. fir t•i Its C f � , VT 11 .'I ir 11 L.. I ---- ----- -—----- / 1p II ITJ a„ °d I 1 AA llrl71) � Oo All 41 tco IM it n it n. _ r N SoG o .� e�MjOS DESIGN DATA ZONES MAKE JP GZ� RAVER Rp SINGLE FAMILY- 5 BEDROOMS RESIDENCE F & RESIDENCE F-1 ROP�OCUS (1) REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL WITH GARBAGE GRINDER - / WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT DAILY FLOW = 110 X 5 = 550 G.P.D. MINIMUMS MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED MINIMUMS No. 50 SIEVE, OF FRAC11ON PASSING No. 4, 10% OR LESS TO PASS No. SEPTIC TANK = 550 X 200% = 1100 G.P.D. AREA = 43,5= S.F. ON AREA = 43,560 S.F. ? 100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED FRONTAGE 1 ' BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. USE 2000GAL. TWO COMPARTMENT SEPTIC TANK FRONTAGE = 150' WIDTH = 125' � T 72 HOURS COMPARTMENT ONE 550 X 2 1100 G.P.D. MIN. a (2) LOCATION OF UT ILITIES NOT SHOWN ON THIS PLAN, AT LEAS FRONT SETBACK = 30' FRONT SETBACK = 30' PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE COMPARTMENT TWO 550 X 1 = 550 G.P.D. MIN. SIDE SETBACKS = 15' SIDE SETBACKS = 15' THE REQUIRED NOTIFICATION TO DIGS E (1-O S• 322 4844) AND APPROPRIATE G DESIGN WATER DISTRICT TO DETER MINE U '�' REAR SETBACK = 15' REAR. SETBACK _ 15' LOCUS MAP _� BUILDING HEIGHT = 30' BUILDING HEIGHT 30' ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED �Q (OR 2.5 STORIES IF LESS) (OR 2.5 STORIES IF LESS) SCALE 1 25,000 WITH CAPPED ENDS NOTES USE 3 - 4" DISTRIBUTION LINES IN A � ASSESSORS - -4 MAP 97 PARCEL �2 1� FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR 18'X 62' WASHED STONE FIELD SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS. AS SHOWN IN PARTICULAR 310OMR 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5, SYSTEM IS WITHIN 250' OF A RESOURCE AREA 0 44 THE TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS PART VIII: THEREFORE THE APPLICATION RATE EQUALS �� �' ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE BOARD OF HEALTH �Q GRAPHIC SCALE RECOMMENDATIONS FOR ACCEPTED P12ACTICE. 550 G.P.G.�.74 + 50% = 1115 S.F. OF BOTTOM AREA. REQUIRED O2 TWO COMPARTMENT ;SEPTIC TANK REQUIRES 2 WEEKS OF LEAD TIME NO ALLOWANCE FOR SIDEWALL AREA r FNp' � ��' 0 20 40 To ORDER FROM SUPPLIER. USE 18'X 62'= 1116 S.F. AREA PROVIDED � ALL BE SIZED FOR IIoo GALLONS MIN. CLASS i SOIL PERCOLATION RATE 1" IN 2 MIN. OR LESS O O3 THE SEPTIC TANK'S (FIRST COMPARTMENT SHALL x 21.1 (O 40THE SECOND COMPARTMENT SHALL BE SIZED FOR 13%GALLONS MIN. 20 ALL IN ACCORDANCE WITH 310CMR 15.224 MULTIPLE COMPARTMENT TANKS. Al TWO TANKS IN SERIES MAY BE SUBSTITUTED SUCH THAT THE FIRST TANK x (J IS 1500 GALLONS THE SECOND TANK IS 1000 GALLONS AS PER 15:225. fJ 1 Q G .176 - x ;. . Q x _ Sz 13.2 CV `9- �• 9°rage o i'/ 21.3! ,o x , 0, 7.5 14.7 x x C,qS SE, �driveway 01�,21"E x 13.2 deck wA, R SERVIC R ry 26.4 w PROP• � � 12.8 � OSEO 4 x 24.0 ` 4' dwellin � 4 DISZ. 6 x �PTIC S x BOX 2.00 E 7.8�..� 2 x. 13.9 x 12.5 x 12.6 * 5' = - -- .- x 13.4ml x 18.1 x 14.4 x 17.9 N '- 8 -�,_ 1 . - 2a x 11:5 S0, EX � .._.._. .____ _. l .B �MISSING • _ 16.9 I ON x , q x 22 , I � 4 •, , C.B. FND. 1• ,46 x 10�3 8 x _. _ _ ._._.. -- - _... - 4 4 �ii 21 2 7 on' •1 CABLE & ---., pad 1 ! x 8.8n �E DR!VE I r s l a RVICE =� --� / 'V I e r56 E T3. FIr _ ,--, •` _r> � a� 9.� ,..18.2 r.., , x 1 .3 � ,� o NBA 1,0 u� - D1'4 3 ,.I ,00 I + y F.G. 4 449 sq ft. wetland i ; 18 ' C.B. SET ` ' `� 5 . o NR0,40I Z I ' 52,148 sq.ft. upland rP 17.4 cv `O J �I TOTAL s. 23.0 1 x 9.s 56,597 S.F. s.81 I I x 116 11 24.0 I ( (!f C.B. SET 1 1.30 AC, \ WETLAND x 4.6 \ ; x 21.5 f D13 x 11 4 �.._._.._� \ x 19.8 #1644 \ C.B. FND. _ x 3 9.6 -- I x O �. x 14.1 NN 10.6 x 14' ` �,,�''� T Q ti D12 LO 13t! I r s x 10.4 � � , 4� OO 'OD„ 1 - x`1 - O yy F� x 1&3 1' x 13 I x 1`�.7 A D11 x 19.5 .- �,- C.B. FND. � x 21.6 11.0 10 x' 17.9 Z x ALL COMPONENTS LOCATED IN POTENTIAL o VEHICLE TRAFFIC AREAS OR BURIED 4 FEET SITE PLAN OF LOT 140 ,t;T COVERS LOCATED TO WITHIN R G � x OR GREATER SHALL BE H-20 LOAD CAPACITY. ' 10.6 D9 12 OF F.G. P-8739 L•C•C• 5725-46 ACME PRECAST BAXTER & NYE INC. IN ` ELEV.= 21.0 F.c.= 20'f DB3 OR EQUAL (OSTERVILLE & MARSTONS MILLS) C.B. SET TOP OF \..� ,�\ \ \ \.�\�� \r\\i\ �\ PIT #1 FOUNDATION F.G. = 20't F.G.= 19.5t ELEV. _ 17.8' BARNSTABLE 9 MASS . INV. - INV. = 2000 GALE 4" DIAMETER T - -2" FOR 18.4 INV. = 18.2 DIST SCHEDULE 40 LOAMY SAND - A CLUSTER ASTER SUBDIVISION SEPTIC TANK I INV. =18.0 BOX P.V O pipe TOP ELEV. 18.6 - -' DEACON ASSOCIATES INv. =17.8 SAND Y LOAM PLAN DATED JANUARY 28,1988 1o.Do' I 6" CRUSHED INV. 17.6 v v v v v v v v v v v v v v v v vv 24 - B SCALE: 1"= 20' DATE: SEPT. 4,1996 TOTAL ACRES 2726 STONEBASE vvvvvvvvvvvvvvvvv - REV.: APRIL 29,19 97 BASEMENT FL. EL. 13.5 MIN. v REV.: SEPT. 24,1996 v v v v v v v v v v v v v v COARSE C1 ZONES TOTAL NUMBER OF LOTS = 12 & W.P. ORIGINAL LOTS (116-119) BOTTOM ELEV. • 16.6 SAND G.P. BAXTER & NYE INC. NOTE 8 REVISED LOTS (133-140) :a -43" PERK TEST REGISTERED LAND SURVEYORS AGE: AVERAGE AREA PER LOT = 2.27 ACRES CIVIL ENGINEERS LOT COVER N0 MORE THAN FIFTY PERCENT (50%) OF THE TOTAL UPLAND AREA o Q$TERVILLE, MASS, E IMPERVIOUS BY THE INSTALLATION OF MEDIUM - C2 �HpF OF ANY LOT SHALL BE MAD `mow IN STRUCTURES AND PAVED SURFACES. SAND - PETER � ,��, 4 BUILDINGS, ELEVATIONS ARE BASED ON N.G.V.D. $ ELE 0 EL. 8.8 108" OBSERVED WATER SULLIVAN ``�+ a '" L}n/,rGrp NO.2P733 M 200 SITE CLEARING: EL. 11.6 CAL. HIGH WATER `� CIVIL -120" -0, A MINIMUM OF THIRTY PERCENT (30%) OF THE TOTAL UPLAND AREA PROMU 2.8 CORRECTION ANY LOT SHALL BE RETAINED IN ITS NATURAL STATE, WITH FLOOD PLANE LINE IS BASED ON EL. 8.8 WATER OBSERVED OF LIMITED SELECTIVE CUTTING OF TREES AND CLEARING OF O ONLY L FLOOD INSURANCE RATE MAP NO SCALE ,.,Q.... #9609 40-5 UNDERSTORY SHRUBS AND GROUNDCOVER ALLOWED. COMMUNITY-PANEL NUMBER 250001 0018 D ` („~ REVISED: JULY 2,1992.