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BP-71927I' Permit No. BP-71927 BUILDING ,P - OIS::# 41?5.00 y,0 4 a ' f t Co e 6a I. Map: 0079 .. " ' Lot a 0006 ". " ' 40 Bloc ad;�: -HI, the 0 47 Sub-Lot 0012 ; h i 8 . Category. NEW DWELLING , a , F ; �' 4 . Project i€ 3S 2014-001568 ' PERMISSION Is URRERV GR V TO e Est..Cost $90000 00 Contractor: 't , f, nse ' one 0:" Fee s= $1255.00 JOSEPH J M.Elf; ►D0 1 E' _ i 1 Coast Class: Engineer: _ ,-__„-__ _ Ilse Group: R.3 t Lot Size(sq.ft.) 48287 Applicant. 0 zp a a €a i i ': Zoning , SRB' DAVID VE _Orr' t f 9' 'r 9 90 Aquifer Zone: NIA OWNER: g zz u 1 ;> - t,3, ICe, */ Flood Zone ZONE y A ai► New Coast: 4,102 sq.ft. VERMETTE I VJLd NT x -r y. a Alt..Coast: N/A , "7 _� DATE ISSUED: + . 0 Date Typed. 12 11-2013 . . , . - , .. ---- --- ..._ 4-4 s.: �N.AZI'' ` a -G TO PERFORM THE FOLLOWING WORK: � � New single family dwelling with three bedrooms, two full and o - t hen, dining room, living room, gas fireplace,unfinished basement, attached two car garage, deck to rear, well water, septic system, gas heat 'roject cation: 5 MEDEIROS LN 10 Approved/Issued By: DAVID BRUNETTE,LOCAL BUILDING INSPECTOR All work shall comply with 780 CMR 8TH Ed.(MGL Chap.143)and any other applicable Mass.Laws or Codes and plans on file. Schedule appropriate inspections as required. Upon completion of work,final inspection is required. I hereby certify that the proposed work is authorized by the owner of record and I have been authorized by the owner to make this application as his agent and to receive this permit, I further understand other agencies`may have reason to STOP WORK if items under their jurisdiction are not met; not withstanding the issuance of this Building/Zoning Permit. '': /' Signature of Owner/Agent: ;—'' ' r, "Persons contracting with unregistered contractors do not have access to the guaranty fund(as set forth in MGL c.142A)" Inspector of Inspector of D.P.W.Inspector Building Inspector Inspector of Gas Fire Department Plumbing Wiring Water Servicc f: Footings: Underground: Oil: i'nderg,..,.c::d. Service: Foundation: Rough: Smoke: Rov;h• Reigh: Sewer Service#: Rough Frame: Insulation: Final: Final: Final: Cross Connection Final: Final: Board of Health E-911 Additional Comments: Planning Board Prior to issuance of Certificate of Occupancy/Completion,this card must be returned to the Building Department with all necessary inspections signed off. Department phone numbers are listed on the white"Required Inspections"document provided with the issuance of the building permit. POST CARD SO IT IS VISIBLE FROM. THE STREET I k n) T 0 ARTMOUTH - BUILDING DEPARTMENT RECEIPT 7 :,;1 0 PHONE: 508.910-182O FAX 508, 10-1838 V- 1'!` ( j4 / ' ry / J�'` r' t, /'�"'"-- Nam /� �! b •- � caner: Date: Job Location: '5 -�,.�-°'` '1''67 /i '/-.� ---' Map: J Lot: .‘„,,,, —7)— Description General Ledger#'s Ref., Amount Building& Building Misc. 01000-44105 .;f ' ,&L //1 d t,61 Electrical 01000-44106 a,C3v LT_'lra , Plumbing& Gas 01000-44107 . Trench Safety 01000-44129 DEC 1 8-1ft •.;'; -)1 Other Department Revenue 01000-42420 ° 5 rat White-Collector's Office Yellow Copy-Customer's Receipt Pink Copy-Building Department Received B "`L 4/ THIS IS NOT A PERMITILICENSE FOR BUILDING, ELECTRICAL, PL BING OR GAS Nti1� '` RTMOUTH - BUILDING DEPARTMENT RECEIPT 71927 1 ONE:-50 -.910.182,0 FAX: 508-910-1838 t i'q 7 _1 Name: V ��.r t, `'" _ C -.. Property Owner: 7/)L. _,a... Date i'( ,' , Job Location: /E't, `'(.%) � Map: $ 7 Lot: Description General Ledger#'s Ref. # Amount Building &Building Misc. 01000-44105 ,d -k1) , _. 1 Electrical 01000-44106 ,% '" ' '�4P7-k< Plumbing& Gas 01000-44107 `� MC Trench Safety 01000-44129 NUV T$ 2013 Other Department Revenue 01000-42420 fir. 5 ,��`�" Al I,y A White Collector's Office Yellow Copy-Customer's Receipt Pink Copy-Building Department Received By • THIS IS NOT A PERMITILICENSE FOR BUILDING, ELECTRICAL, PLUMBING OR GAS RESIDENTIAL ❑ Phased Approval(R106.3.3) S25.00 APPLICATION FEE IS NON RE-FUNDABLE & NON-T � FERABLE %, .�, CEIVED le` cUTN 4s`. DARTMOUTH BUILDING DEPARTMENT Q �. '"` - ` . ) ' fif _� � 400 Slocum Road _: Dartmouth, MA 02747 2Ql p 2� t `:��. '74.S,'` Phone: 508-910-1820 Fax: 508-910-1838 www.town.dartmouth.ma.us APPLICATION TO NSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING THIS SECTION FOR>OFFICIAL USE ONLY j RECEIVED BY: BUILDING PERMIT NU 1BER: l DATE ISSUED:° I ATURE: DATE: C Building Commissioner/Inspector of Buildings Zoning District: • 'R. Zone:• I! ( ❑ B ❑A ❑V Aquifer Zone: ______./ THE FOL ING D BE N TIFIED: ` DPW D Board of aid of ons. Planning Adores kfrigineering 0 Cross Appeal Healt �\ Co ;ssion Card Connection O Fire ❑Gas 0-Electric 0 Other ■ ater Card 0 Sewer Card Chief ut Off Cut off Cut Off Cut Off 'MENTAL PPRQVAL(S) Board of Health: Signature: / Date: / Conservation Commission: SignaturAZ Date: D.P.W.: Signature: Date: Fire Chief: Signature: ;� c pxr,1 Lev /tea Date: ' 0 2.. t7 Other: Signature: Date: Brief description of work being performed: n ii � ) T 1 --B E INFORMATION -- 1.1 Property Address: /6/y-,X... .. Da _71 `{ 1.2 As,ors Map&Lot Numb Contact Person: 41- Map �� Lot -� Phone Number: 1.3 Historical District 0 Yes 0 No 1.4 Water Supply(MGL c40 s54): 1.5 Sewage Disposal System: Year Built ❑ unicipal 0 Municipal 0 Altering more than 25% per side of building 31 Private Well s On Site Disposal System Has application been submitted to the Historic Commission? 0 Yes 1D No Date: yf peAG� /) .bn Revised 5/13 El CONSTRUCTION PLANS SITE PLAN ENERGY REPORT RESIDENTIAL SECTION 2 PROPERTY OWNERSHIP/AUTHORIZED AGENT C l 2.1 Owner Record: t i t 7T 1,Dpja / /�=�T -. .)( : ,) 1b1E 7 9 1 `l y 5-1 �,-)✓ )fP16 I-1f 07 ci Name (print) ./ Contact Address ._- one�Num erg ,61-( ) ---Cio-1Z:— 2.2 Authorized Agent: Name(print) Contact Address Phone Number ' SECTION 3-CONSTRUCTION SERVICES 1: _ 3.1 Licensed Construction Supervisor/Specialty License: ;; ,./40ilc eii y ,.�,,_—License Number: 6.5 9a 5! Company Name/Contractor Name: -6j "'� . /may / .. / Address: a, .¢'J,0�+ /1/- ', ie,i 7f Expiration Date: �'` 17/Zdv f6 i� y„�_�Signature , Telephone: 1,09-7/9 `a 3.2 Homeowner Exemption-One&Two Family Only Section 110.R5.1.3.1 Exception: FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section;provides that if a Homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor. For the purposes of this section only,a"Homeowner"is defined as follows: Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a Homeowner. If you are applying under this section sign below: Signature: SECTION 4 _WORKER"S COMPENSATION INSURANCE AFFIDAVIT(MOL c 152§25) Worker's Compensation Insurance Affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: ❑Yes 0 No SECTION S-DESCRIPTION OF PROPOSED WORK(Check alt.applicable) /NewDeck 0 Pool 0 Repairs 0 Alteration 0 Chimney/Fireplace 0 Woodstove/Pellet Stove Construction* 0 Accessory Bldg. 0 Addition 0 Roofing/Siding 0 Replacement window/door (Energy report required) (Shed/Garage) (Energy report required) No.of windows Doors ❑ DEMOLITION (specify): Location of debris removal (per MGL C.40 Sec 54): 0 Dumpster on site 0 Dumpster On Street Facility Name: Location: *If new construction, please complete the following: Single Family: No. of Bedrooms No.of Baths Two Family: No of Bedrooms Unit 1 No. of Baths Unit 1 No of Bedrooms Unit 2 No. of Baths Unit 2 Furnace(hot air)-fuel (n aas atural or propane),fuel oil,electricity,other(specify): Boiler(heating)-fuel gas(natural or propane),fuel oil,electricity,other(specify): 'HVAC(combined unit)-primary fuel,natural gas,propane,electricity,other(specify): Air conditioning-(separate unit) 1 ❑None of the above to be provided r Hot Water: Gas L- Electric Fuel Oil Other iii y: SECTION 6-ESTIMATED CONSTRUCTION COST LLk. Item Estimated Cost($)to be completed by permit applicant 1. Building 2. Electrical 3. Plumbing 4. Mechanical (HVAC) q/(//C f C% 5. Total=(1 +2 +3+4) / SECTION 7A-OWNER AUTHORIZATION (to be completed when owner's agent or contractor applies for building permit) (Please Print) Viy))1,� -7�� r�n/`G'' ;� I, !) 1,l`v 1,) t-fit-7 / , as Owner of the subject property hereby authorize __ ___ I ' to act on Mybehalf, i all m tters relative to work authorized by this building permit application. f P/u/.� c e7 __. ee /�j /////--- SignatI. o/of Owner Date SECTION 7B-OWNER/AUTHORIZED AGENT DECLARATION I, t)r l LI\b) uppl. - e- , as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signe der t pains nd penalties of perjury. ' !) 11 l/ l 3 Si ature of Owner/ ufhorized Agent Date a m} , SECTION 8-OFFICE/INSPECTOR'S NOTES , Less Application Fee: $25.00 Remaining Balance: $ 2-30 I lI Total Permit Fee: $ ! ..1-er�J 5_ Other$Amount$ Gross Area-New Construction total sq.ft. Gross Area-Alteration total sq.ft. t Permit Issued to: ex 5r, .t PrLL 3 12-{,6447T,>/zA...., cZw-tJ ( 1TL / ,--1( 4 J ,;2/2- 6-,...:eh,), P ki .4 IF C)_.ta_.ek if,44e1,4,z:E_AY 0- 7,,i„e,;tA, Z2.<4.—) ..10, :- 74. $ECT ott 9 .p SCRIP OON OF;WQRIK,S1NG RFO 0 +. , 4r . ,, „k w ram' ii S— I 2,,sf,t))0, OzA 44.-4—/*/—e, )4711- (2-)"-- - CC-4322-e& - /0X /1,04-7-4_ 0 577//afie__ CFyi ) 22PP/ j `p =1 % .;z:i c= c, ,•:•!•:.,, . ,=, ,=> g c . . u . ic, :.-• s .". c, ,, •,,•••• ,...I . ,., .. 4 ,-,,„-;, ..7 .,... ,:::. ,er ,er ,.., ,-. ,-.1 - ,,.---, • ,-, -. t -,,;:•,; e24 col ,.• ';',.. 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'r 5 c) 4, o ovq, 'a N. b o m ,r c0. b �� +o y N ttl m o M co n ,hp Z a O 3- 0 O 0 ° 7 0 0 0. b Cn Z a b co C m k' 0o w - N OO O N © Permit No. BPS 71927 Project Location: 5 MEDEIROS LN Ccmxf-onwea , . .. , sachusetts TH "� � .;,s I.. 10 • 2 2Yy ; s biyk - '' rL s: : :8it's '''4,-.' '' - �, ',ice 3 Ae a , £•, der t y, a+'s cr ga 1 I,. Q.-4h f.:4401kk' '. , •' =�Ysx> z �,��` zz C" r 1S `S'� : Contra _ � } Y i. :. &g a '� e: ,:one#: - pt.. .� t r$ .. .it'....::,..',. - R :,. ..,: _ s:24t7 JOSEP 1� AD 1 � �� 82 xa I r:)509-7191 : Enginee "hone#: ,, ip rt 4ry ;: ?' !;: g ;`s• £. az x z', �a �,g j:g-3`R zr", Applicant % ! Phone#: �� x� DAVID VE'�a ;� ,. (508)999-9090 w :r �2 eee OWNER: ' _ a fi „ 'g' ..^ �xm as a. ;Ns it A' -cox VERMETTE DE nx evil.' T ' ' CORP A �� .. ...<.. .. F: � .,.3A,. s�.:44:,,. §ax zasn.�;:.xa:ss....•.a,... a :�u� �. DATE ISSUED: / / / G t TO PERFORM THE FOLLOWING WORK: New sin le famil dwellin with three bedrooms, two full and one half b• �► de00/t inin room livin g Y g g g room, gas fireplace, unfinished basement, attached two car garage, deck to rea , �= ater, septic system, gas heat DATE TIME �) TYPE OF INSPECTION&REMARKS INITIAL • is j r J�� !/i/ - ' 4 I %Lam" 0 f' " ' 1f � 5--/34 / � C �� dim �.� =b ./' 1 �� -ram� c- ah _ - Al 2:// Uz &,1-eL 1 �� - ' ?, ga ,,,,z . n1 4,s—* (4,. ,.., e" —l5 1v �� _ -� �, , o) - /1,ll' R ivo (�;:�?- ' aq- C�- /� �� S�ia n b I'''' - ,► rwi �- s c,� ll ,��f /�� lam c iii, / ,----- --_.- a '-,Yac , i-J-,i, ,„ .._ / 1 r mit No. BP-71927 Pr1's F. GIS#_ 4175.00 1 CiaTtr Onwe.a. 6 a66449-14* Map . 0079 {�"` , '•. 111 . Lot' 0006 .IUO'SIut ur.s IRS L1nrI� ith'fil t:747 N Sub-Lot 0012 :"� - t ategory NEW DWELLING` ',,- '"'"`-. . Project# J 2014-4015b8 PEFMISSIDV I I E�GR9 b TO: Est Cost: $90000.00 Contractor.• a if:':"'-, ,3 nse o e. . Feet $1255.00 ~ JOSEPI3 J MA CI A 4' 1 Const."Class 1 Engineer I�> # Use Group R3 _ r *g f to r u. P. - ,- ;�. Lot Size(sq.ft.) • 48287 Applicant i t a t II Zoning RB _ii1P it av # S •= DAVII}VI R*s 11 L s = .'e' X _ 9 9 90 _Zoning: Zone:; NSA r t Flaod Zone: ZONE - VERMF_TTL t E 1,6, :,NT.F ; w A afro, ..-.4,- / New Const.: 4,102 sq..ft A r� $f 4, '', $12 FAIL Ct ust.• : 4 j N/A DATE ISSUED: _! a`c4f � ' )3,f- 1,Date Typed: 12-11-2013 . � ,; � 4.- �, *- 'N-.4:** ' 11 151-- 6 4 :0 8 0:000'914'10%":011 TO PERFORM THE FOLLOWING WORK: '=s t"*0000° � New single family dwelling with three bedrooms, two full and o , Chen, dining room, living room, gas fireplace, unfinished basement, attached two car garage, deck to rear, well water, septic system, gas heat roject I. cation: 5 MEDEIROS LN Approved/Issued By:_ DAVID BPLNET LE,LOCAL BUILDING INSPECTOR All work shall comply with 780 C_MR 8r4 Ed.(MGL Chap.14 )and any ether applicable Mass.Laws or Codes and plans on file. Schedule appropriate iaspections as required. Upon completion of work,final inspection is required. I hereby ces tify that the proposed work is authorized by the owne of record and I have been authorized by the owner to make this application as his agent and to receive this permi*, I further tinder and other agencie. may have reason to STOP WORK if items under their jurisdiction are not met; not withstanding the issuance 9f this Buiidi tg/Zen: Permit. C' Signature of Owner/Agent: c-<-, "Persons contracting with unregistered contractors do not have access to the guaranty fund(as set forth in MGL c.142A)" inspector of ! inspector of D.P.W.Inspector I Building Inspector I Inspector of Gas Fire Departmen Plumbing Wiring Water Ser c u• restiugs: 1 Jr.dcrgr,.eud• Oil: r I"'L.Jlo ugh: Smoke: ", --. An JM. I Sewer Service. u.. oti u-n...�. =>'3 —1"/ b iz:. a�,.�;fe ;``� L rS j�41 I Insulation: ��_l 4 of�i Tnnal: it ) Final: -� ,ri�-/ /�^ �� 7 `�7, Final. till R Cross Connection Final: Final: ?`/ J `160 7 7/4e Boar o He 71 �r i ) ti4 Additional Comments: r I1j l F r Planning Board Prior to issuance of Certificate of Occupancy/Completion,this card must be returned to the Building Department with all necessary inspections signed off. Department phone numbers are listed on the white"Required Inspections"document provided with the issuance of the building permit. POST CARD SO IT IS VISIBLE FROM THE STREET •-,,,,,,,,,,,,,,,,.. --,--!,..'5,1'.•:7-rAktr-liiin 4-.:,1%,- --:,...:4, ...::::„--. •..,„,..--,...„44.:....'-''. . ,-.411:---?'',i'„i•tifk.r, - -!...W.:,.,,,,i'..,-.e:.-• . ,„ .,... „.„..„,„„ ......y,„4„4..,-e.-- L,,,r ..„..„.„..„„,,, .,..41.-. 10- . .1: --ii% ist?, 1-,E•:,;,:::,, ,..... .„... „ ............ „... ,.....,. .., ,,,.. 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'-,---',-•,,,,:„.•"::i•''M'''i'bL",,,-'--',.'',:1•.4'....,-4........,;„1,,,,.,.c,-,,1t1,i',)i''°4i„t,i,,.,....,-.,,.,-.f.:-J:•:v:,-,;--,*,:14-,,':-,,,-,,,'::,,,,„'7::,'.:.4,-T,•,-:i•.t.;:. .•,„,,-_, -4. ---- • • k: ryV 4 i ` s ''yam, .; µ - 4 i . s --..:-.:::: ::-:..:„..-.., •--,.... ':...).--_.:, .A4**ii„,- ''''' '' *--- 1.1' - 4r ti $ .x.. 0 .,--I'F.:1„':. 4.;-:. „--, ..' ° tab :' .•--, ---!,'-----,--— - Ai 1/4,-, - - , .„ i _ ?A t , Dec 10 2013 4: 27PM TOWN OF DRRTMOUTH 5089990762 - i`r i 's'vi�= _ - _ i�i 11, - 1 i; y _ 1 •G : 1 ,. i .,- ' ` I 0AS�I N1 OF HQI3 :NUMBER t Owner(s) of Property ,.....-o_rip...7„,....4-31 ,r, A, ay, , • SI' L 1 b hone Number '"��' '':'�'�' F _ eat i , _. Lot: —f Subdivisi• Lot Street .-Df t> o r ot?,. ''yes .. Na' k . >* � .Singie Family Multi Family':�' ondominium e #of Units ` Site PEan=Submitted? Yes 'No' II ate Submitted. �; /I /.l ignature of 0 ,rt :. . Date.eA�ssi ned / d House_Number Assigned ,� r g . . � d 1 41,! Departme of Public Works Engineering Division t-= • r c 1 • DEC 0 2 2013 6-)"‘ 2546 3 4/ PZfirt - Y2/ FL 47 - r )efl) /CIA 2-E1- 0.21/ 672-- dia_j- NO° Z• Zrz- 4Arpos a9z,c9-e-elt I'4:2/ 2/1 12-11-'13 08:38 FROM-Bd of Health/ConCom 508-910-1893 T-176 P0001/0001 F-561 Li !ItO4LNJIIIA6 0 Phased Approval(R106.3.3) $23.00 APPLICATION FEE IS NON AE-FO DABLL &NON- .-i •, ... EflAW E ' - LIVED ,,y.-.4 , DARTMOUTH BUILDING DEPARTMENT DAR ��°�"��'°�'s `r , .. "''�► • w o_r�•rr T1 400 Slocum Road '' �`x Dartmouth, MA 02747 �0�I NOV 8 1 Phone: 508-910-1820 Fax: 508-910-1838 ; ' www.town.dartmouth,ma,us ,;r' APPLICATION T• •NSTRUCT,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING ` rr{T�PLI APPLICATION Y?17"r''Y:.,rnp�)6 C$n'Stva r NSTRUCT, REPAIR, r.> - _• t. ; :ti, , r't4 „ ,a' q ti' '-5 : s• dhy"tu'.c�z �f2:::�� {3�`;'.� .>.�+.:� � •'�.�Ai�. �� x ��-t :7��?:�:s.��5��.2�� ll:��t �:<: �:.iaiXrrO^ ;^YC". :Y";4 e?'y -;di,-•,:r..L,J _ v:.�:: : .✓ r,,y..7x ,.: •,�.— ,q;..--.T:' p::L r� y., .4;nc.,.C,T„h:.R WV y. ,j��>,.rt.�:t;y��P��.,,�� rs?v'v� :r' '=, ra.it•�'i�.:l.' �v:%(R?% .i��+;,h,��m�.;�%�:��`-��,'x.�'••'A:>��,�t��+,S,«. _r. �'�'2>,•}:��^.Y'"�`r�y,`Y,' -sly," '.> TS.,''. k'hc,'�3C .,t? <_ ;".bvil'� ' k.�`., 1, • ,.1 + ,r.-. y ;� rE 4': .,-v,>'�. 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"^1`47,-.�sS4,e :r'�Sy'."- • �R'tY%g f,. ^Ayr ^ u��fc4 '•J' itY � k..'SC�i ..54 ~�_• x.:4� 'x_ 1VA rr> , ' H :_`::',-7,t` '.d.r �lk w'.�+F:5::s9.,.,. °rGi.-. _ , ' ,pc v Y •r 7 fF4 '. .y.(?r,s's.� 4, �ca+Y-4 -4"'g 1� ',� �i-ry r f -I.0 y7 tl F'_'l,,z10 ,, ..'`!;}s '''., '".-x., ,44:5i l iL: 1 ..a.�-' ` • '• %K.'';:;s' sii �..K�.-,�'-- x• $ealth:h Signature: _�� / Date: 4- AWAIT • • onservat ,mission: Signature: - Date: D.P.W.: CI Signature: Date: Fire Chief: Signature: Date: Other: Signature: Date: Brief description of work being performed: 1 I 1. al � t � r •' 2. • I •lie ,0) , a ' ' R cs_ . o, - 4 •'e 14, tk 3� ' • :; f1. 1.1 Property Addre ' // i5( Y 'dJ or-4 '-- 1.2 Assers Map&Lot Number: Contact Person: - \S L �4,�� Map /7 Lot r • Phone Number: (S6 "9 q 9�5a �() 1.3 Historical District 0 Yes 0 No • 1.4 Water Supply(MGL c40 854): 1.5 Sewage Disposal System: Year Built_ 0 Municipal ci Municipal 0 Altering more than 25%per side of building O Private Well 0 On Site Disposal System ? Has application been submitted to the Historic Commission? g C �1 O Yes O No Date: )/NPeAce/1 0Revised 5/13 a CONSTRUCTION PLANS SITE PLAN ENERGY REPORT 9 Massachusetts -Department of Public Safety Board of Building Regulations and Standard Construction SuperS"isor L.:cease: CS-096482 ' JOSEPHJ MACHADO 26 ONYX DR _ } DARTMOUTH MA 02747 Commissioner 08/17/2014 , �e (Gc�iri,w1eevecrll�c(Cil ir.*;ae/icr el Office of Consumer Affairs&Business Regulation SOME IMPROVEMENT CONTRACTOR egistration 156142 Type: Expiration 6/7/2015`:` Private Corporatit A PLUS GENERAL CONTRACTING INC. y JOSEPH MACHADO 611 ALLEN ST NEW BEDFORD,MA 02740 Undersecretary Mass-Renovation,Repair,and Painting Initial—English iqaccordance with 454 CMR 22s08 Certificate Number:Mi-R-I-10-00152 Date Issued 11103 2010 • Expires 11/03/2015 Lead-Safe Renovator Supervisor with Moderate-Risk Deleading Options in Accordance with 454 CMR 22.08(41(d)and(e) Certificate:LMR=DT000048-11-0109 ; ^ Joseph Machado 26 Onyxbeive Da mouth,411 + r 47 Armando M.Pereira,Trainer wl , AileL'CI 01.) 4--al U' ..---- Checklist -t ; v - i ,. f . Wind Speed (3-second gust) 110 mph Wind Exposure Category B ✓ Number of Stories (Figure 2) a stories _<2 stories Roof Pitch (Figure 19) ID <_ 12:12 Mean Roof Height (Figure 2) ft. 5 33' IV Building Width,W (Figure 4) f ft. <_80' Building Length, L (Figure 4) 01 ft. <_80' Building Aspect Ratio (LIW) (Figure 4) j.D <3.0:1 General compliance with framing connections? (Table 2) +✓ Type of Foundation (Figure 5) jpn,Gr 10 Foundation Anchorage Proprietary Connectors Uplift. (Table 3) U=ft 7 plf Lateral (Table 3) L= /IA plf -7- Shear (Table 3) S=433 plf 5/8"Anchor Bolts Bolt Spacing (Table 4) at in. a✓ Bolt Embedment (Figure 5) 71 in. Washer Size 5) in. x(Figure 'N 3 in. x h in.thick Floor framing member spans checked? (IRC or WFCM) Maximum Floor Opening Dimension (Figure 6) fb ft. <_12' isr Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Figure 7) "'it ft. <d t� Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Figure 8) Aft. <d Floor Bracing at Endwalls (Figure 9) Floor Sheathing Type (IRC or WFCM) ''-{-6- V Floor Sheathing Thickness (IRC or WFCM) 3NNf in. IS Floor Sheathing Fastening (Table 2) 8d Wall Height Loadbearing Walls (Figure 10) i ft. <_ 10' +S Non-Loadbearing Walls (Figure 10) $ ft. <20' - Wall Stud Spacing (Figure 10) Up in.<24" o.c. Wall Story Offsets (Figures 7-8) 5 in. <_d Wood Studs r �r LoadbearingWalls (Table 5) 2x 6 - ft. 9 m. VNon-Loadbearing Walls (Table 5) 2x�- q' ft.S" in. r Bracing Gable End Walls WSP Attic Floor Length (Figure 11) U ft. >_W/3 '' . Gypsum Ceiling Length (Figure 11) ,f. ft. >_0.9W rs Double Top Plate Splice Length (Figure 13) 1 ft. c% Splice Connection (no. of 16d common nails) (Table 6) G&_ .,/ Loadbearing Wall Connections Uplift. (proprietary connectors) (Table 7) U= I k9 lb. d/ Lateral (no. of 16d common nails) (Table 7) _� Non-Loadbearing Wall Connections Uplift. (proprietary connectors) (Table 8) U= 10 lb. './ Lateral (no. of 16d common nails) (Table 8) _a_ L7 Wall Openings o Header Spans (Table 9) .3 ft. in.< 11' v Sill Plate Spans (Table 9) '3 ft. in.. . 12' V Full Studs Height (no. of studs 9 (Table 9) Connections ct ons at each end of header or sill Uplift. (proprietary connectors) (Table 9) W¢ lb. I./ Lateral (proprietary connectors) (Table 9) lir lb. 4,7;* Wall Sheathing Minimum Building Dimension, W Sheathing Type (Table 10) eh.- Edge Nail Spacing (Table.10) -in. Field Nail Spacing (Table 10) min. Shear Connection (no. of 16d common nails) (Table 10) 730 Hold Down Capacity (Table 10) 2:00 lb. ___ Percent Full-Height Sheathing (Table 10) , ' cy.Maximum Building Dimension, L -- Sheathing Type (Table 11) 'h. v' Edge Nail Spacing (Table 11) 3 in. v- Field Nail Spacing (Table 11) IL in. Shear Connection (no. of 16d common nails) (Table 11) 7, 0 ./ Hold Down Capacity (Table 11) 736n lb. Percent Full-Height Sheathing (Table 11) 3r % ✓'" Wall Cladding Rated for Wind Speed? Roof framing member spans checked? (IRC or WFCM) Roof Overhang (Figure 19) / ft.<2' or U3 Truss, I-Joist, or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift. (Table 12) U = j '1lb. Lateral (Table 12) L= abf lb. V Shear (Table 12) S= //v lb. Ridge Strap Connections-Tension (Table 13) T= /%/plf —� Gable Rafter Outlooker (Figure 20) ✓fjl'ft. ft.<2'or U2 Outlooker Connections at Non-Loadbearing Walls Proprietary Connectors Uplift. (Table 14) U = ii,lb. Lateral (Table 14) L=of/A lb. —74-- Roof Sheathing Type (IRC or WFCM) 0Se. �" Roof Sheathing Thickness sty in._>3/8"wsp Roof Sheathing Fastening (Table 2) fQ( (/ • ,,,z.,W 4 4 cnt.,::::: TA m CC7J o d - •� n c D o m ; CO om o V1 sz: re o CrJ C/1 7J b " Ul C7 ', y°z3 : �m �� ! r O b y �� to z< , y x C : N c 0 y r d N N 7 r. � � b 1 -' ,' �a 06.m o o r, t �= J 14,4 z CA N G b = CO , C] 1„,,,,: ).g: -r `^` t .77.,,,,. o 11; a b eo �,, ra mI7.:: E p C o owo 0D W A 141 v W fi: 3 CrJ t0 p H+ �.' A �v' 1. _� 5 N I-+ 11::;::: : eo �! C ;•,,,,,;4.,..„!:,:;':'''',', o OD b44, 'yrF 00 () :.. d oD w o \ sa Q b � „ � + ›. Win p tot NODY[��,,... 4.�- „, O T OD O n'9' �`, �T1 O O n N+ 1,4 Teri p p i UQ W C o iViii Y A7p f+ AOO iiii ti b EZ E o 'v CD CD CCD 51 M> o o y o � ' m o A, y p N ".�' .71 r Cl. a a s O O ti �C "S et o. CD c C C ', A o f. yo '`fie`. ' C N (D N N a %' rD a 'Ea Ea q Z• y__to ;O p C ! � \ Casa y CO OA y Q C7 A� `.. to _ as ; ti e' ',..t4- 4 K w w m R. fiti A A 4:_w. O to 'm C �+. N.. ee � F+ W co ace : y i� cyo 1�1 Ci W CD k.4 N N N N 5 ~ �+A C C 0 O� O� may O O �. O O O O ,;i 0 0 n O O O O O O .. O O ,' • tri tin P4- arc 4 M O N• - N ~ ^ M ,--i :. y Ci 0 0 4.1 o 4` 0 0 r-+ 0 a t , 0 U z • f rz tZ ',; ao ii ▪ ,F- o G oQ ,41 S Li coZ.' A o o WW ,, Q. o 0 I. Q i . .0 14,1:. U w Ili A d : 1 ° , 4.,:i I „kwO V ,. U " ,,,,..N,::-4.. .......„ .... yW .zv uUQo tko,,,: 7.9 C.) -.2 7:1 ti .o �b O flu P U o E > > OO o N N i ......• c:3 0 fx} ' dECzs a a v U It o U ai ° E a o 144 ,,W o A o E= o 04 oao. E a ' � aE. ° ° "U N • C..) ' V I q F a141 Eq, p - y a a a A14 a . Wtil ,_ C O C C .,z i Oi. a ,,O �aa Q W ° o REScheck Software Version 4.4.4 Compliance Certificate Project Title: Energy Code: 2009 IECC Location: North Dartmouth,Massachusetts Construction Type: Single Family Project Type: New Construction Conditioned Floor Area: 2,210 ft2 Glazing Area Percentage: 10% Heating Degree Days: 5426 Climate Zone: 5 Permit Date: Construction Site: F er gent: Designer/Contractor: 75.15 v J - DAVID VERMETTE LOT 10 MEDERIOS LN. NORTH DARTMOUTH,MA $4 �' YE • ".c^'a • r�`4 *,Fyn 3Tt _ b - y :..,. � .5�. � 3 r � �`' rs Compliance: 2.6%Better Than Code Maximum UA: 303 Your UA:295 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Mann` Assembly Area or Cavity Cont. Mann or Door UA R-Value R-Value Perimeter U-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,154 30.0 0.0 38 Floor 2:All-Wood Joist/Truss:Over Outside Air 12 30.0 0.0 0 Wall 1:Wood Frame,16"o.c. 2,509 21.0 0.0 126 Window 1:Vinyl Frame:Double Pane with Low-E 202 0.350 71 SHGC:0.00 Door 1:Solid 53 0.230 12 Door 2:Glass 40 0.330 13 SHGC:0.00 Ceiling 1:Flat Ceiling or Scissor Truss 1,166 38.0 0.0 35 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Report date: 09/13/13 Data filename: C:\Program Files\Check\REScheck\13-09-006_DAVID VERMETTE_LOT 10 MEDERIOS Page 1 of 7 LN_DARTMOUTH MA.rck A REScheck Software Version 4.4.4 Inspection Checklist AI Requirements: 0.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Plans Verified Field Verified i 1O9lECC Pre-Inspection/Plan Review ( Value Value j Complies? Comments/Assumptions 103.2 Construction drawings and ❑Complies i[PR1]1 documentation demonstrate energy ❑Does Not Comply code compliance for the building [Not Observable envelope. ❑Not Applicable 103.2, Construction drawings and DComplies 403.7 documentation demonstrate energy ❑Does Not Comply [PR3]' code compliance for lighting and ONot Observable mechanical systems.Systems serving :Not Applicable multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: DComplies [PR2]2 sized per ACCA Manual S based on Btu/hr Btu/hr ❑Does Not Comply loads per ACCA Manual J or other Cooling: Cooling: ❑Not Observable approved methods. Btu/hr Btu/hr [Not Applicable Additional Comments/Assumptions: n High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3 Low Impact(Tier 3) } Project Title: Report date: 09/13/13 Data filename: C:\Program Files\Check\REScheck\13-09-006_DAVID VERMETTE_LOT 10 MEDERIOS Page 2 of 7 LN_DARTMOUTH MA.rck 2009 IECC Foundation Inspection Compiles? Comments/Assumptions 303.2.1 A protective covering is installed to ElComplies [F011]2 protect exposed exterior insulation ❑Does Not Comply and extends a minimum of 6 in.below DNot Observable grade. :Not Applicable _ 403.8 Snow-and ice-melting system (]Complies [F012]2 controls installed. ❑Does Not Comply ❑Not Observable :Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 09/13/13 Data filename: C:\Program Files\Check\REScheck\13-09-006_DAVID VERMETTE_LOT 10 MEDERIOS Page 3 of 7 LN_DARTMOUTH MA.rck I Plans Verified 1 Field Verified 2009 IECC Framing/Rough-In Inspection Value Value Complies? ! Comments/Assumptions 402.1.1, Door U-factor. U- U- DComplies See the Envelope Assemblies table for . ❑Does Not Comply values. 402.3[FR1]�4 ['Not Observable ONot Applicable 402.1.1, Glazing U-factor(area-weighted U- U- DComplies See the Envelope Assemblies table for 402.3.1, average). ❑Does Not Comply values. 402.3.3, 402.5 ['Not Observable 402.5[FRU ONot Applicable 303.1.3 U-factors of fenestration products are DComplies [FR4]1 determined in accordance with the ❑Does Not Comply NFRC test procedure or taken from ['Not Observable the default table. ❑Not Applicable 402.3.5 Sunrooms enclosing conditioned U- U- DComplies [FR811 space have a maximum fenestration ❑Does Not Comply U-factor of 0.50 in Climate Zones 4-8. ❑Not Observable New glazing separating the sunroom ONot Applicable from conditioned space must meet code requirements. 402.3.5 Sunrooms enclosing conditioned U- U- DComplies [FR9]1 space have a maximum skylight U- ❑Does Not Comply factor of 0.75 in Climate Zones 4-8. :Not Observable [Not Applicable 402.4.4 Fenestration that is not site built is DComplies [FR20]1 listed and labeled as meeting ❑Does Not Comply AAMA/WDMA/CSA 101/I.S.2/A440 or ['Not Observable has infiltration rates per NFRC 400 ONot Applicable that do not exceed code limits. 402.4.5 IC-rated recessed lighting fixtures DComplies [FR16]2 sealed at housing/interior finish and ❑Does Not Comply labeled to indicate 2.0 cfm leakage at ❑Not Observable 75 Pa. ONot Applicable 403.2.1 Supply ducts in attics are insulated to R- R- DComplies [FR12]1 R-8.All other ducts in unconditioned R_ R- ['Does Not Comply spaces or outside the building ['Not Observable envelope are insulated to R-6. ❑Not Applicable 403.2.2 All joints and seams of air ducts,air DComplies [FR13]1 handlers,filter boxes,and building ❑Does Not Comply cavities used as retum ducts are [Not Observable sealed. ENot Applicable 403.2.3 Building cavities are not used for DComplies [FR15]3 supply ducts. ❑Does Not Comply :Not Observable O Not Applicable 403.3 HVAC piping conveying fluids above R- R- DComplies [FR17]2 105°F or chilled fluids below 55°F ❑Does Not Comply are insulated to R-3. ONot Observable ❑Not Applicable 403.4 Circulating service hot water pipes are R- R- DComplies [FR18]2 insulated to R-2. ODoes Not Comply ONot Observable O Not Applicable 403.5 Automatic or gravity dampers are DComplies [FR19]2 installed on all outdoor air intakes and ❑Does Not Comply exhausts. ONot Observable ['Not Applicable Additional Comments/Assumptions: [ High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) j Project Title: Report date: 09/13/13 Data filename: C:\Program Files\Check\REScheck\13-09-006_DAVID VERMETTE_LOT 10 MEDERIOS Page 4 of 7 LN_DARTMOUTH MA.rck 2009 IECC Insulation Inspection Plans Verified Field Verified Complies? Comments/Assumptions Value I Value 303.1 All installed insulation is labeled or the ❑Complies [IN13]2 installed R-values provided. ❑Does Not Comply ❑Not Observable ['Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemc_lies table for 1402.2.5, ❑ wood ❑ Wood ❑Does Not Comply values. 1402.2.6 ❑ Steel ❑ Steel ❑Not Observable [IN1]' ['Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.6 manufacturer's instructions,and in ❑Does Not Comply [IN2]' substantial contact with the underside ❑Not Observable of the subfloor. ❑Not Applicable 402.1.1, Wall insulation R-value.If this is a R- R- ❑Complies See the Envelope Assemhlies table for 402.2.4, mass wall with at least%of the wall ❑ wood ❑ Wood ❑Does Not Comply values. 402.2.5 insulation on the wall exterior,the 0 Mass ❑ Mass ❑Not Observable [IN3]' exterior insulation requirement ❑ Steel ❑ Steel ['Not Applicable applies. 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ODoes Not Comply ❑Not Observable ❑Not Applicable 402.2.11 Sunroom wall insulation has a R- R- ❑Complies [IN8]1 minimum R-value of R-13.New walls ❑Does Not Comply separating the sunroom from ['Not Observable conditioned space must meet code ❑Not Applicable requirements. 303.2 Sunroom wall insulation installed per ElComplies [IN9]1 manufacturer's Instructions. ❑Does Not Comply ❑Not Observable ❑Not Applicable 402.2.11 Sunroom ceiling minimum insulation R- R- ❑Complies [IN10]1 R-value of R-19 in Climate Zones 1-4, ❑Does Not Comply and R-24 in Climate Zones 5-8. [Not Observable ❑Not Applicable 1303.2 Sunroom ceiling insulation is installed ❑Complies 1[IN11]1 per manufacturer's instructions. ❑Does Not Comply l ['Not Observable ['Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 09/13/13 Data filename: C:\Program Files\Check\REScheck\13-09-006_DAVID VERMETTE_LOT 10 MEDERIOS Page 5 of 7 LN_DARTMOUTH MA.rck I Plans Verified Field Verified 2009 IECC Final Inspection Provisions I Value Value Complies? Comments/Assumptions 402.1.1, Ceiling insulation R-value.Where>R- R- R- DComplies See the Envelope Assemhlies table for 402.2.1, 30 is required,R-30 can be used if wood Wood ❑Does Not Comply values. 402.2.2 insulation is not compressed at eaves. ❑ Steel ❑ Steel ❑Not Observable [Fig R-30 may be used for 500 ft2 or 20% (whichever is less)where sufficient ❑Not Applicable space is not available. 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions.Blown ❑Does Not Comply [FI2]1 insulation marked every 300 ft2. ❑Not Observable ['Not Applicable 402.2.3 Attic access hatch and door insulation R- R- ❑Complies [FI3]1 R-value of the adjacent assembly. ❑Does Not Comply ❑Not Observable [Not Applicable 402.4.2, Building envelope tightness verified ACH 50= ACH 50= ❑Complies 402.4.2.1 by blower door test result of<7 ACH ❑Does Not Comply [F11711 at 50 Pa.This requirement may ❑Not Observable instead be met via visual inspection, in which case verification may need to ❑Not Applicable occur during Insulation Inspection. 402.4.3 Wood-burning fireplaces have ❑Complies [FI8]2 gasketed doors and outdoor ❑Does Not Comply combustion air. ['Not Observable []Not Applicable 403.2.2 Post construction duct tightness test cfm cfm ❑Complies [FI4]1 result of 8 cfm to outdoors,or 12 cfm ODoes Not Comply across systems.Or,rough-in test result of 6 cfm across systems or 4 ❑Not Observable cfm without air handler.Rough-in test ❑Not Applicable verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats installed ❑Complies [FI9]2 on forced air furnaces. ❑Does Not Comply ['Not Observable ['Not Applicable 403.1.2 Heat pump thermostat installed on ElComplies [FI10]2 heat pumps. DDoes Not Comply ['Not Observable ❑Not Applicable 403.4 Circulating service hot water systems EComplies [FI11]2 have automatic or accessible manual ❑Does Not Comply controls. ['Not Observable ❑Not Applicable 403.9.1 Readily accessible switch on heaters ❑Complies [F112]3 for swimming pools. ❑Does Not Comply ❑Not Observable ❑Not Applicable 403.9.2 Timer switches on pool heaters and ❑Complies [F119]3 pumps are present. ❑Does Not Comply ❑Not Observable ❑Not Applicable 403.9.3 Heated swimming pools have a cover. ❑Complies [F120]3 Covers on pools heated over 90°F ❑Does Not Comply are insulated to R-12. ONot Observable :Not Applicable 404.1 50%of lamps in permanent fixtures ❑Complies [F16]1 are high efficacy lamps. ❑Does Not Comply ❑Not Observable ['Not Applicable 9 ImpactTi1) Impact(Tier 2) 13 I Low Impact(Tier 3) � 1 High (Tier 2 Medium � Project Title: Report date: 09/13/13 Data filename: C:\Program Files\Check\REScheck\13-09-006_DAVID VERMETTE_LOT 10 MEDERIOS Page 6 of 7 LN_DARTMOUTH MA.rck ' Plans Verified Field Verified 2009 IECC Final Inspection Provisions Complies? Comments/Assumptions IValue Value 401.3 Compliance certificate posted. ❑Complies [F1712 ❑Does Not Comply ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for mechanical ❑Complies [F118]3 and water heating equipment have ❑Does Not Comply been provided. ❑Not Observable ['Not Applicable Additional Comments/Assumptions: 1 i High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 I Low Impact(Tier 3) Project Title: Report date: 09/13/13 Data filename: C:\Program Files\Check\REScheck\13-09-006_DAVID VERMETTE_LOT 10 MEDERIOS Page 7 of 7 LN_DARTMOUTH MA.rck TT 7T " F74,-, 77,4 7 .f5.-*, Wall 21.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Window 0.35 Door 0.23 • - • -- Heating System: Cooling System: Water Heater:Name: Date: Comments: 0-0-6Z I Z039 b b m m Ca G aa= N WOO IX W2CIM WC p=0 G T r W000 >JZ.-) CI Mil MZ039/ \ , a ON. 6:4 W" wJ ." ZyQ O • 1 in Li WRj 2 1-- M y0 CC' i'dy y¢=U i j.2� C aa¢ / 403e F 0-0-4Z i Job Truss Truss Type Qty Ply 38813 A01 ATTIC 7 1 Job Reference(optional) Quick Build Truss Co.,Inc.,Swansea,MA,Ted Toppan 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Sep 1713:47:17 2013 Page 1 2 ID:ouhYHG5A1 KygVhVQRAgB78y97gd-eD021hzioy.y'_I‘w03YRKn2aldzOk5o4uCrSQWVnEycjbO 1-� 2-10-10 1 5-10-4 10-2-9 112-0-0 13-9-7 18-1-12 21-1-6 1 24-0-0 75 p p 1-0- 2-10-10 2-11-10 4-4-5 1-9-7 1-9-7 4-4-5 2-11-10 2-10-10 0- 4x12= Scale=1:66.0 G 3x5 10.00 12 3x5= F H 2x8 II 2x8 II 6x8!i E 6x8 J 1 J 2x5� �� 2.5 C 12-0-0 A B i �r� '1L 5x8 I I 0 N 5x8 I I 8x8= 8x8= 8-1-2 8-1-2 11-0 9 2-10-10 I 5-10-4 I 18-1-12 I 21-1-6 l 24-0-0 1 1-0- 2-10-10 2-11-10 12-3-8 2-11-10 2-10-10 Plate Offsets(X,Y): [D:0-4-0,Edqe],[E:0-6-11,0-0-4],(G:0-6-0,Edge),(1:0-6-11,0-0-4),(J:0-4-0,Edge),[N:0-2-12,0-3-8),(0:0-2-12,0-3-8] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Lid PLATES GRIP' TCLL 30.0 Plates Increase 1.15 TC 0.87 Vert(LL) -0.49 N-0 >577 240 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.60 Vert(TL) -0.91 N-O >313 180 TCDL 10.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.05 L n/a n/a BCLL 0.0 * Code IRC2009/TP12007 (Matrix) Attic -0.20 N-O 711 360 Weight:156 lb FT=1% BCDL 10.0 LUMBER BRACING TOP CHORD 2x6 SPF No.2*Except* TOP CHORD T2:2x6 SPF 2100F 1.8E Installation 1 Stabilizer(s)at 9-4-8(max)oc, Except: BOT CHORD 2x6 SPF No.2*Except* 15-0-0 oc:F-G,G-H. B2:2x10 SYP 2400F 2.0E Permanent Structural wood sheathing directly applied or 2-2-0 oc purlins. WEBS 2x4 SPF No.2 BOT CHORD WEDGE Installation 1 Stabilizer(s)at 15-0-0(max)oc. Left:2x4 SPF No.2,Right:2x4 SPF No.2 Permanent Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) B=1991/0-3-8 (min.0-3-2),L=1991/0-3-8 (min.0-3-2) Max Horz B=493(LC 6) Max UpliftB=-238(LC 7),L=-238(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD B-C=-2579/140,C-D=-2334/111,D-E=-2189/119,E-P=-1457/213,F-P=-1248/247, F-G=-57/934,G-H=-56/934,H-Q=-1248/248,I-Q=-1457/214,I-J=-2189/120,J-K=-2334/112, K-L=-2579/139 BOT CHORD B-O=-198/1808,N-O=0/1436,L-N=-10/1808 WEBS F-H=-2648/395,E-O=0/1166,I-N=0/1166,C-O=-561/297,K-N=-561/298 NOTES 1)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.opsf;BCDL=6.opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Ceiling dead load(5.0 psf)on member(s).E-F,H-I,F-H; Wall dead load(5.0psf)on member(s).E-O,I-N 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(10.0 psf)applied only to room.N-O 9)H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)B and L.This connection is for uplift only and does not consider lateral forces. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0;BC:;Inst.20-0-0. 12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. 13)Attic room checked for L/360 deflection. LOAD CASE(S) Standard ,1. Job Truss Truss Type Qty Ply 38813 CAP1 GABLE is 1 Job Reference(optional) Quick Build Truss Co.,Inc.,Swansea,MA,Ted Toppan 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Sep 17 13:47:17 2013 Page 1 16-2-4 ID:ouhYHG5A1 KygVhVORAgB78y97qd-eDO2lhzbvxvKwO3YRKn2aldAwkEg41 KrSQWVnEycjbO 2-6-0 5-0-0 2-6-0 2-6-0 4x4= Scale=1:12.9 C r, 10.00 12 B ■ ....... .................................................................. 2x5= 1.5x4 II 2x5= 16-2-4 0-7-9 4-4-7 5-0-0 0-7-9 3-8-14 0-7-9 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.06 Vert(LL) n/a - n/a 999 MT20 197/14-4 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.03 Vert(TL) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 D n/a n/a BCLL 0.0 * Code IRC2009/TPI2007 BCDL 10.0 (Matrix) Weight:13 lb FT=1 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 5-0-0. (Ib)- Max Horz A=89(LC 6) Max Uplift All uplift 100 lb or less at joint(s)A,E except B=-163(LC 7),D=-163(LC 7) Max Gray All reactions 250 lb or less at joint(s)A,E,B,D,F FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)automatic zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)A,E. 10)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)B and D.This connection is for uplift only and does not consider lateral forces. 11)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 12)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 38813 GE02 GABLE 2 1 Job Reference(optional) Quick Build Truss Co.,Inc.,Swansea,MA,Ted Toppan 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Sep 17 13:47:19 2013 Page 1 ID:ouhYHG5A1 KygVhVQRAgB78y97qd-acWpjN?rRY92AiDxYIpWfAiTIYvsYt97vk?cs7ycibM 110 -4 12-0-0 17-0-0 I 29-0-0 $0-0-P -0- 12-0-0 5-0-0 12-0-0 1-0-0 3x5= 3x5= Scale=1:67.1 10.00 FIT JK L MN is, MK .IAa 3x5 i H Ihi r' 6 r 4x4,i D1 •/ /�I T r' 4x4 B frjgc 3x8 II AE AD 3x8II AK AJ Al AH AG AF AC AB AA Z Y X 3x5= 16-2-4 1-0-0 9-8-0 19-4-0 29-0-0 -0- 9-8-0 9-8-0 9-8-0 Plate Offsets(X,Y): [B:0-5-11,0-0-7),(J:0-2-8,0-0-3),[N:0-2-8,0-0-31,[V:0-5-11,0-0-71 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.17 Vert(LL) 0.00 V n/r 120 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.11 Vert(TL) 0.00 V n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.01 V n/a n/a BCLL 0.0 ' Code IRC2009/TPI2007 (Matrix) Weight:187 lb FT=1 BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc. OTHERS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 6-0-0 oc purlins,except SLIDER Left 2x6 SPF No.2 1-9-12,Right 2x6 SPF No.2 1-9-12 2-0-0 oc purlins(6-0-0 max.):J-N. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt L-AD,K-AF,I-AG,M-AC,0-AB MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 29-0-0. (Ib)- Max Horz B=503(LC 6) Max Uplift All uplift 100 lb or less at joint(s)AF,AG,AC,AB except B=-252(LC 5), V=-114(LC 6),AD=-122(LC 5),AH=-115(LC 8),AI=-120(LC 7),AJ=-133(LC 7), AK=-286(LC 7),AA=-114(LC 7),Z=-120(LC 8),Y=-136(LC 8),X=-275(LC 8) Max Gray All reactions 250 lb or less at joint(s)AF,AC except B=341(LC 6),V=288(LC 17),AD=356(LC 16),AG=320(LC 17),AH=337(LC 17),Al=333(LC 17),AJ=325(LC 17), AK=356(LC 17),AB=320(LC 17),AA=337(LC 17),Z=333(LC 17),Y=325(LC 17), X=356(LC 17) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-479/343,C-D=-467/352,D-E=-296/283,E-AL=-225/276,F-AL=-212/285,F-G=-174/256, G-H=-117/270,H-I=-177/324,I-J=-169/369,J-K=-62/329,K-L=-62/329,L-M=-62/329, M-N=-62/329,N-O=-169/369,O-P=-177/324,T-U=-291/176,U-V=-303/167 BOT CHORD B-AK=-115/268,AJ-AK=-115/268,Al-AJ=-115/268,AH-AI=-115/268,AG-AH=-115/268, AF-AG=-115/268,AE-AF=-115/268,AD-AE=-115/268,AC-AD=-115/268,AB-AC=-115/268, AA-AB=-115/268,Z-AA=-115/268,Y-Z=-115/268,X-Y=-115/268,V-X=-115/268 WEBS L-AD=-316/146,I-AG=-280/103,H-AH=-297/139,F-AI=-292/142,E-AJ=-290/166, D-AK=-301/283,O-AB=-280/76,P-AA=-297/138,R-Z=-292/141,S-Y-290/168,T-X=-301/275 NOTES 1)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1,Lu=50-0-0 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are 1.5x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 99)Galnue bledstudag on s s a ed at 2-0-0 oc. nt pe Job Truss Truss Type Qty Ply 38813 GE02 GABLE 2 1 Job Reference(optional) Quick Build Truss Co.,Inc.,Swansea,MA,Ted Toppan 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Sep 17 13:47:20 2013 Page 2 ID:ouhYHG5A1 KygVhVQRAgB78y97qd-2o4BwjOTCsHvnsn76TKICNFeVyE5HKPH8O19OZycjbL NOTES 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)B,V,AD,AF,AG,AH,Al,AJ,AK,AC,AB,AA,Z,Y,and X. This connection is for uplift only and does not consider lateral forces. 13)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 15)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 16)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Job Truss -Truss Type Qty Ply 38813 GE03 GABLE 1 1 Job Reference(optional) Quick Build Truss Co.,Inc.,Swansea,MA,Ted Toppan 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Sep 17 13:47:21 2013 Page 1 ID:ouhYHG5A1 KygVhVQRAgB78y97qd-W_eZ8315zAPmPOMJgAr_IbooILYh0o0QN2Ujw?ycjbK Ii-�--2 12-0-0 24-0-0 1 -0-1 12-0-0 12-0-0 4x4= Scale=1:69.3 10.00 NT H / 3x5 ks 3x5 G K Et C 0 3x5 II � litih3ox5 II AD AC AB AA Z Y X W V U T S R 3x5= 5x6= 3x5= 8-1-2 1-0- 24-0-0 1-0- 24-0-0 Plate Offsets(X,Y): (R:Edge,0-1-81,(Y:0-3 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.20 Vert(LL) -0.01 Q n/r 120 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.22 Vert(TL) -0.01 Q n/r 120 TCDL 10.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 R n/a n/a BCLL 0.0 * Code IRC2009/TPI2007 (Matrix) Weight:142 lb FT=1 BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc, Except: WEBS 2x4 SPF No.2 15-0-0 oc:A-B,P-Q. OTHERS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt I-X,H-Y,J-W MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 24-0-0. (Ib)- Max Horz AD=-523(LC 5) Max Uplift All uplift 100 lb or less at joint(s)Y,W except AD=-299(LC 5),R=-201(LC 6), Z=-112(LC 8),AA=-135(LC 7),AB=-140(LC 7),AC=-312(LC 6),V=-111(LC 7), U=-134(LC 8),T=-143(LC 8),S=-264(LC 5) Max Gray All reactions 250 lb or less at joint(s)Z,AA,AB,AC,V,U,T,S except AD=377(LC 6),R=278(LC 5),X=458(LC 8),Y=290(LC 2),W=290(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-424/330,C-D=-276/272,D-E=-199/271,F-G=-92/256,G-AE=-73/338,H-AE=-11/351, H-I=-93/421,I-J=-93/421,J-AF=-11/350,K-AF=-73/338,K-L=0/251,O-P=-319/225, B-AD=-265/240 BOT CHORD AC-AD=-150/301,AB-AC=-150/301,AA-AB=-150/301,Z-AA=-150/301,Y-Z=-150/301, X-Y=-150/301,W-X=-150/301,V-W=-150/301,U-V=-150/301,T-U=-150/301,S-T=150/301, R-S=-150/301 WEBS I-X=-434/0,H-Y=250/114,J-W=-250/106 NOTES 1)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI,TPI 1. 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9)Gable studs spaced at 2-0-0 oc. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 Job Truss Truss Type Qty Ply 39813 GE03 GABLE 1 1 Job Reference(optional) Quick Build Truss Co.,Inc.,Swansea,MA,Ted Toppan 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Sep 17 13:47:21 2013 Page 2 ID:ouhYHG5A1 KygVhVQRAgB78y97qd-W_eZ8315zAPmPOMJgAr_IboolLYh0o0QN2Ujw?ycjbK NOTES 11)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)One H2.5T Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)AD,R,Y,Z,AA,AB,AC,W,V,U,T,and S.This connection is for uplift only and does not consider lateral forces. 13)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 15)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Job Truss Truss Type Oty Ply 38813 T02 HIP TRUSS 17 1 Job Reference(optional) Quick Build Truss Co.,Inc.,Swansea,MA,Ted Toppan 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Sep 17 13:47:22 2013 Page 1 ID:ouhYHG5A1KygVhVQRAgB78y97qd-_ACxLP1jkTXd19 _ uMDHoKpMIn4lBCabiEGSSyc)bJ 6-1-12 12-0-0 17-0-0 22-10-4 I 29-0-0 -0- 6-1-12 5-10-4 5-0-0 5-10-4 6-1-12 -0-0 5x6= 4x8= Scale=1:67.2 10.00112 F G 3x5 3x5 1.5x4\\ E 1.5x4 D W1 I 4x8 4x8 3 J C 1 B K Lo O N M 4x4= 4x8= 4x8= 5x10 II 5x10 II 16-2-4 16-2-4 1-0 9-8-0 12-0-0I 17-0-0 I 19-4-0 29-0-0 -0- 9-8-0 2-4-0 5-0-0 2-4-0 9-8-0 Plate Offsets(X,Y): [F:0-3-0,0-2-11,[G:0-5-0,0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.85 Vert(LL) -0.43 M-O >811 240 MT20 197/144 (Roof Snow=30.0) Lumber Increase 1.15 BC 0.65 Vert(TL) -0.65 M-O >539 180 TCDL 10.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.12 K n/a n/a BCLL 0.0 * Code IRC2009/TPI2007 (Matrix-M) Weight:139 lb FT:=1 BCDL 10.0 LUMBER BRACING TOP CHORD 2x4 SPF 2100F 1.8E*Except* TOP CHORD T3:2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc. BOT CHORD 2x4 SPF 2100F 1.8E Permanent Structural wood sheathing directly applied or 2-2-0 oc purlins,except WEBS 2x4 SPF No.2 2-0-0 oc purlins(3-10-3 max.):F-G. SLIDER Left 2x6 SPF No.2 2-0-0,Right 2x6 SPF No.2 2-0-0 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt F-M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) B=1793/0-3-8 (min.0-3-1),K=1779/0-3-8 (min.0-3-1) Max Horz B=476(LC 6) Max UpliftB=-448(LC 7),K=-448(LC 8) Max Gray B=2411(LC 17),K=2397(LC 17) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-613/11,C-D=-2885/465,D-E-2510/521,E-F=-2222/563,F-G=-1490/466, G-H-2200/563,H-I=-2488/521,I-J=-2862/465,J-K=-610/11 BOT CHORD B-X=-546/2030,X-Y=-468/2030,O-Y=-468/2030,O-Z=-291/1499,N-Z=-291/1499, N-AA=-291/1499,M-AA=-291/1499,M-AB=-170/2014,AB-AC=-170/2014,K-AC=-180/2014 WEBS F-O=-220/944,D-O=-611/376,G-M=-200/910,I-M=612/376,F-M=-293/294 NOTES 1)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1,Lu=50-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 8)H10 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)B and K.This connection is for uplift only and does not consider lateral forces. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 11)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 12)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 38813 T03 COMMON 7 1 Job Reference(optional) Quick Build Truss Co.,Inc.,Swansea,MA,Ted Toppan 7.350 s Sep 27 2012 MiTek Industries,Inc.Tue Sep 17 13:47:23 2013 Page 1 2 ID:cuhYHG5A1KygVhVQRAgB78y97qd-SNIly I,VnfTeJWinbuSg0t0L96VUagjqMzq?uycjbl 1-B- 6-1-12 12-0-0 l 17-10-4 24-0-0 6- -P -0-0 6-1-12 5-10-4 5-10-4 6-1-12 -0-0 4x8 Scale=1:65.8 10.00 12 F 11 \\\G3x5 3x5-i 1.5x4\\ /`/ 1.5x4 8 D H 4x4 Al 4x4 A .1 Nilt NN't(lkS\y 9i A/B e \ / *s% J K Q R N M L 4x4= 3x5= 4x4= 4x10 II V-19211 8-1-2 1-0-0 8-1-3 15-10-13 I 24-0-0 I-0- 8-1-3 7-9-11 8-1-3 LOADING(PS30.0) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL(Roof Snow=30.0) Plates Increase 1.15 TC 0.71 Vert(LL) -0.22 L-N >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.71 Vert(TL) -0.35 L-N >816 180 BCLL 0.0 * Rep Stress Incr YES WB 0.72 Horz(TL) 0.07 J n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix-M) Weight:112 lb FT=1% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD BOT CHORD 2x4 SPF No.2 Installation 1 Stabilizer(s)at 9-4-8(max)oc. WEBS 2x4 SPF No.2 Permanent Structural wood sheathing directly applied or 3-0-3 oc purlins. SLIDER Left 2x6 SPF 2100F 1.8E 2-0-0,Right 2x6 SPF 2100F 1.8E 2-0-0 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) B=1492/0-5-8 (min.0-2-5),J=1492/0-5-8 (min.0-2-5) Max Horz B=-474(LC 5) Max UpliftB=-395(LC 7),J=-395(LC 8) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-444/13,C-D=-1662/384,D-E=1523/525,E-W=-1396/540,F-W=-1314/566, F-X=-1314/566,G-X=-1396/540,G-H=-1523/525,H-1=-1662/384,I-J=444/13 BOT CHORD B-Y=-472/1171,Y-Z=-297/1171,N-Z=-297/1171,N-AA=-98/835,M-AA=-98/835,M-AB=-98/835, L-AB=-98/835,L-AC=-117/1171,AC-AD=-117/1171,J-AD=-174/1171 WEBS F-L=-313/723,H-L=-378/388,F-N=-313/723,D-N=-378/388 NOTES 1)Wind:ASCE 7-05;110mph(3-second gust);TCDL=6.0psf;BCDL=6.0psf;h=25ft;Cat.Il;Exp C;enclosed;MWFRS(low-rise)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)B=395, J=395. 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)For Stabilizer bracing,see MiTek Stabilizer Installation Guide.Cross brace at:TC:Inst.20-0-0. 10)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard The Commonwealth of Massachusetts Department of Industrial Accidents j* F,=_ip_Al Office of Investigations Vial_ 4 600 Washington Street _. .�_ ' — ' Boston,MA 02111 . www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): A 1ikS elk 0 it W4.41 [Or'I'lrk.j%441. I e , Address: 6 i i City/State/Zip: ri r_,c t 1<,'? i ivt W t1 .. Phone#: (j f-•7 i 5 Are an employer?Check the appropriate box: Type of project(required): 1. I am a employer with .. 4• 0 I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. [dew construction listed on the attached sheet. 7. Li Remodeling 2.❑ I am a sole proprietor or partner- ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. 0 Building addition [No workers' comp. insurance comp.insurance.: required.] 5. ❑ We are a corporation and its 10.111 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions right of exemption per MGL myself. [No wolcr ,. 12.❑Roof repairs insurance requ X -'" c. 152,§1(4),and we have no 3 A` �" employees. [No workers' 13.0 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 sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: la.e,Ai 1,14 ic-- ,-,1) I it.. 4) Policy#or Self-ins.Lic.#: t j _ Ate 9 - o.z a. Expiration Date: 1 t 1 '1 _ Job Site Address: Y Y i t Ai 40.):, i-ej,i City/State/Zip: V\0--pt,r,, ,j. {yi#t t 3--7 y 2 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 DIA for insurance coverage verification. I do hereby cert lin er the pains and penalties of perjury that the information provided above is true and correct. Signature: 54 .icJ(1 _ de....... ...--,-) Date: Phone#; (3� �-7/ Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contractof hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.mass.gov/dia CERTIFICATE OF LIABIL ITY INSURANCE �`DaTEtfralrodYwY} _ ATHUS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER f CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EJREND OR ALTER THE COVERAGE AFFORDED SY THE POLICIES BELOW. ,PHIS CERTIFICATE OF INSURANCE DOES NOT CONST 11JTE A CONTRACT BETWEEN THE ISSUING INSURER(S),A1frHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(iesj must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsenent(s). PRODUCER CONTACT Cardoso Insurance Agency, Inc, PHONE: 374 Dartmouth Street taicN Estl: (50$1 999-0368t FAX tA1G NO: (508) 892-8777 New Bedford, MA 02740 nDRELss INSURERIS}AFFORDING COVERAGE INSURER Color Insurance Company - - 'INSURED °NSUR�B=lerty Mutual Insurance Compa A Plus General Contracting 611 Allen Street INSURER c: New Bedford, MA 02740 INSURER D: INSURER.E: --INSURER F. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICES OF INSURANCE LISI tD BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD I INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR- LTR TYP£OFCNSURANCE 1AL%SLiStBR---- _.--_- INSRiVWOI POLICY NUMBER POGCYEFF -itMe YEMPf----`--`_ A GENERAL LIABILITY 'tMi'RroDiYYYY}:itk41/DDfYYYy}; LOTS G13818944 5/17/13i 5/17/14 EACH OCCURRENCE IS 500,000 X•COWdERCIAL GENERAL LIABILITY • DAMAGE TO RENTED ± CLAIMS t7ADE OCCUR I PRF>VIS0(Ea occurrence) ,$ 100,000 tD EXP(Any onep`a-son) S 5,000 PERSONAL&ADVINJURY S S 500,000 1 i ui'LAGGREGATELMITAPPLIESPER I i GENERAL AGGREGATE S 500�OOO i PRODUCTS-COA�IOP AGG S POLICY iOr LOC ' s i 500,000 AUTOMOBILE LIABILITY 3 t{ i S --- ANYAUM S t (Ea SINGLE LIMIT S ANY AUTOS 'BODILYINJURY(Percerson) i s ALL HIRED AUTOS NON-OWNED ( t ! BODILY INJURY(Per accident){S AUTOS i PROPERTY DAMAGE i j '(Per accident) S UMBRELLA LIAB + OCCUR # ! 's f EXCESSLWB I CLAIMS-MADE i !EACH OCCURRENCE S DED RETENTIONS i I AGGREGATE f S a -WORKERS COMPENSATION i { ANY PRO RE ORJPAR NUERrE CUTIVE TY Y—IN ACl 365983-022 4/11/13j 4/11f14 �C$TAATIICI om F OFFICERNEMBER EXCIWED? I N I A -- (MandatoryinNH} ! !E.L.EACHACODE� S 2.00,000 DESCRIPTION describe N F O ( - - i E.L.DISEASE-EA.Bu>PLOYEE;S 100,000 s If DESCRIPTION OF OPERATIONS below .,.. E.L_DISEASE-POLICY LBNT S 500.,.000. I DESCRIPTION OF OPERATIONS/LOCATIONS 1 VEHICLES(Attach ACORD 1ti1,Ad:!'itlona'Remarks Schedule,if more space is, mad red) Work related to the insured operation. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE , TRI THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN _ACCORDANCE WITH THE POLICY PROVISIONS. 200 Palmer Avenue . Falmouth, MA 02540 AUTHOR 9O REPRESENTATIVE 45/ ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD CORPORATION. All rights reserved. Phone: Fax: E-Mail: 08/11/2010 11:13 NO.700 201 ) TF1I4,„ SYSfEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. BOARD OF HEALTH STAMPS 3-0c3 / /0 /6 38_ BOARD OF HEALTH STAMPS P.E. STAMP ;SUBSURFACE SEWAGE DISPOSAL SYSTEM `=3 OWNER: RANDALL MEDEIROS MAP 79 / LOT 6-12 SUB. LOT 10, MEDEIROS LANE DARTMOUTH, MA ENGINEERING FIRM: � 449 !ounce m Road P.L.S. STAMP 1 ITE NA 02747 Comer Dartmouth. Co r. +� (508) 998-2125 CM and Environmental Engineering FAX (508) 998-7554 Land Uaa Planning DATE: 9/27/07 REVISED: 11/28/07, 12/07/07, 2/19/08 CONTACT PERSON: JOHN KEEGAN ACAD NO. FILE NO. - DAR 98-1720 SSDS.DWC ,08i11i2010 11:13 NO. D02 RCP FE N �4` '\'‘ % J : .:--.:: / „�. _„ ,� `,` • `'� PROPOSED 1250 SQ. FT. „,--v''DETENTION `1\ ,rt iode WETLAND/ REPLICATION POND \ \ 0' , , - F EXISTING 16" r° , \ RCP FES 'La It \ \ ELEV.=121.89 LOT 10 I% ; !; f 48287 SQ.FT. j. 1 i1 1 . 11 ACRES �� * 'v ti • EXISTING— - rTo N tie �i c w WELL 4. /f / N 30.5' / • / A .09 ' . ° Ch r. mil 7 l rn r IWIIIlIIlL a111111I~Mimi . 4 ;L—_111 .53 7.5' j R=17 .01 EXISTING TOP VIEW A 36'3. 54" LEACHFIELD 3, 5" DIA. INLETS 73:....4 \ / Al 1C24V . 0 • ; w \ . 4 SCALE: 1 "_ 30' CROSS SECTION VIE iELEVH GR28 5 DISTRIBUTION E NOT TO SCALE r r r _--4--_ : ...: .lr 1j ' _ 16'± 0 1.5% SLOPE - 1500 GALLON ' ;\ - 127.11 ,. REINFORCED CONCRETE ;,, SEPTIC TANK 126 4 7 126.91 1 126.66 r -, • ,. • , y 774. ',, . .: --LEVEL STABLE EASE SYSTEM PROFILE NOT TO SCALE 08/11/2010 11:13 NO.700 P03 ' 1' GRASS SHOULD 1' GR, /1 O* GRAVEL DRIVE 1 p" c 12" MIN» EARTH ELEV.=126.0 GRAVE BACKFILL RETAINING WALL a�ti o_ o aeoQliffipOpOpegap0eeoe peDe�eAe�d°o�a�o�o�o�e�o9 RETE 1' MIN. COVER 1 6" DEPTH N MUM ASTM SAND SLOPE = Q•Qyr. 12" ENVIRO—SEPTIC PIPE 6" DEPTH OF ASTM C-33 SAND ./---.,_ 6* 12' 6' MINIMUM DRIVEWAY CROSS-5 CT! NOT TO SCALE v a 100' BUFFER TO BVW Y ��ENT SILT FENCE 'Ij ►*� ti LIMIT OF WORK .41 tA. f BENCHMARK: S7 rr..`� kip,- * & TAGK ?6. 0 EL.7,,125.08...,,, i ......„„...t....,..s... 4, 4pp ' ► /, ....:, :•.0 - 4 2c.,12\ .4/ WLF 16A /i� ''''' • • ,711111111L114k le..1.41 : II .C.C) f S4gG'tc* �,`�' N W F 17A �I /1 ' • , S'.0T444 49 �ao o g'��Ijii • • �1/ ' VC qf 7 •}. SILT FENC V- 1 B �% . WLF 15A._.....,... 04% ?o 0 LIMIT OF WO 4 // 0 PROPOSED V/ r'� r � , 121 '� r P WLF 2B ,r, ,� r<Or /2i A � �� L ..r /, T f 'r1 � � � RET. Wp,L / /,, �r/ . t PROPOSED �. ) `Z .fir ti , ,Ix 'V �..,�,'sr1�' • r/ "T '' EL 100' WELL RADNU WLF 38 • \ �►� /r' ; %/%WLF 14A 120 a. .......in* . WLF 4B� 'i </�' ,'�'`'� , ,�^°� WLF 12A '' +�:�hjLF ,S " ' }18 �'wLF f - z" / 1: ;, • /f 1230 SQ. F"I 1�A ► ► WLF 1 1 A i WETLAND ALTERATION 'N1, 1/ CF 6B / / , 1 % LIMIT OF BORDERING / -419 r VEGETATED WETLANDS -,/ r 1� r', `t' s L(� 78 lg 1�/� WLF 10A ..- r WLF 0 • ik k •'\, ' A \ WLF 88 ',:., • 0) ' ` • WLr- 98 / _. PROPOSED * .4• • • ` `-_".'- .•;>:4 /"�4--.q00' wEu RADIUS GUARDRAIL iit -•---•..... .....-ELF �B-:= RESIDENTIAL ❑ Phased Approval(R106.3.3) , $25.00 APPLICATION FEE IS NON RE-FUNDABLE &NON-T ' ',1�, FERABLE ' �°�rH..ti DARTMOUTH BUILDING DEPARTMENT , ,A " ' ' I 1, 1l 400 Slocum Road Dartmouth, MA 02747 �Q °� 5, Phone: 508-910-1820 Fax:21 508-910-1838 ~•.....1-G4.-� www.town.dartmouth.ma.us APPLICATION TO •NSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR T?T T -..; ��,,ri, tLi f ' THIS SECTION F©fib OFFICIAL USE©NLY r0(tIMl - RECEIVED BY '` , ,, "i BUILDING t RMIT NUMBER: / DATE IS UED;_ SIGNATUt • GATE, ` Building Commissioner/In Pedro of Builds a v n Zoning District Zone ❑ =❑B O A ❑V Aquifer Zone: TH> FOL I l : BEN T'IFIED: ' i I�PVV o board of of . ©Planntng 0 Address =, 0 Engineering 0 Cross: Appeal Health s �ssion Card Connection - 0 Fire ❑ ;s ❑Elect 0 Cther ❑water Card CE:Sewer Card Chief Ca(Off u€Off _ Guf Off cut off [IEPARfMENTALAPPROVAL�j ,- Board of Health: Signature: Date: n �G . j s�ter.. nservation Commission: Signature: Date: �� —/3 D. .W.: Signature: Date: Fire Chi f: Signature: Date: Other: Signature: Date: Brief description of work being performed: 1.1 Property Address: "�s� •D.� ) ` - 1.2 Asses c", -_/Z,,_— rs Ma7p&Lot Nu : Contact Person: ` h�\.� � t•�(` Map l Lot Phone Number: �CC_\ �, _ C 0 90 1.3 Historical District 0• Yes 0 No 1.4 Water Supply(MGL c40 s54): 1.5 Sewage Disposal System: Year Built ❑ Municipal ❑ Municipal 0 Altering more than 25%per side of building ❑ Private Well 0 On Site Disposal System Has application been submitted to the Historic Commission? 1� 0 Yes El Date: c)e/1 0 � ,t, .�- Revised 5/13 JD CONSTRUCTION PLANS SITE PLAN ENERG Y REPORT LEGEND DESIGN DATA k ' 4 MIN. EARTH EARTH BACKFI LL BygLL Ir DEPTH OF SAND •'' l'" -, 12r ENVIRO-SEPTIC PIPE r RM OF SAND •♦ 1'_6* 2'-3" 2'-3" 2'-3" 2'--3" j 2'-3" 2'-3" 1'-6" i NOT TO SCALE TOP \SW SIDE V if END very ram• LEYEL 1' GRASS • f • a- � a 3 1' •. ! �tF BENCHMARK:-- , •'� HUB 9ff `� ••` a !3 JI QQ INSM PVC WE Mon -n •RMISED i , • , OFFSET AD&wMR CONNECTION :•'•.� •� d NOT TO - PRESBY NOTES SYSTEM • BE INSTALLED N ACCORDANCE • DUCT DESIGN t r.1 INSTALLATION ' f LOCAL -.ate - • FOR PRODUCT If RMA110N OR 4_ OF OF jaf TO COAM SAND M. LES! CROJMFERENCE OF 3 • -aM (SEE DESIGN 1 INSTALLATM MMAL FOR COMPLETE SAND AND FILL INSTALLER ADVISED TO CONTACT DIG SAFE TO CONS7RLFCTION. 4) 1* NOT INSTALL SYSTEM ON FROM GROM OR LEAM NO DRMS, HOT si♦ •s: r DISPOSALS •w OTHERMSE w' ►t al TANKS AT LEAST ONCE LYERY M YEARS AM CLEAN F 'THAN 1/4 OF THE LKXXD DEPTH S•! w DWJMENT IS FORCMMMfC`TION OF EFRMENT EXSPOSAL SYSTEM SHOMM ANYONE USM OVDINAIM FROM TM DOCLRAMT FOR ANY OTHER PLXaX)SE • •E. S • AT IMR M '•M MRSH.r MRXX 12&0 2or TW .. 1 45 W WERPROOF tlILO LUT OF EXCAVATION EL-11d0 FA"VAF! 120.o RETAINING WALL DETAIL gar la mpr WALL TO BE CONSMCTED OF 2WX4' LANDSCAPE BLOCK PRODUCED BY BRIS M COUNTY PRE -CAST OR APPROVED EQUAL 5'd1c. (xutlet: � # CROSS SEC110N VIEW SEPTIC TAN-K. mn'm SCALE. r4. r '3' 3.5'dla knockout inlet LOCUS MAP Y • SILT ' boo LJW OF WLF 3A X_ 9UffM RM R0S\fJffX\L0G7.bmp • is • ...... --- F kF`RET. 1 4A WLF 2BICV /0(y JW6 i WLFr � 3B •,� 14A 0 Cb -- ...:.......: .:.: • WLF 4WLF 12A WL 5A • ' ` `11 l.r rY1.... 1 i / 1230 SQ. FT. - ~: WLF 11 A WERAND ALTERATION / s • , 6 T , UMIT OF B+ORDERiNG 'ATED 1tFTtAN ` • ' Z �F ! '"w` > 18.: W�F 10A `~ WLF 94 Cb. %• ,Y. SOIL DATA • 4 WLF f8A •, t 8 WLF 9B.: 202 ?, •• . , _ r y, -1 TP--2 _ TP-201 - - - - -- TP -vJGL! - i` : •.: �,r.,, - �� ,�.• �--, W fi1wL. RALJ9v,7 ,. 0� SANDY 121.5 0" GUARDRAIL LOAM WLF 128 12' 120.5 12 r *' A: f ~ - • �- �1250 $0. FT. SANDY • , z� DETENTION ' . • ' ETtAND RATION • • � LOAM } t POND _ i �c' r 10YR5/6 u • •`�' • �, < ', .' 1�`w . 34 118.7 24' cl WT 10 %• $ t SANDY ..,1. s f �• } / 48287 SQ.FT. ' = o� N 9 1.11 ACRES n: .>: ,'� ,�; LOAM �Qa �: • • 30.5' SANDY LOAM 10YR3/2 SANDY LOMI 10YR5/6 SANDY LOAM 7.5YR5/4 SANDY LOAM 26Y8/3 123.0 0" 122.0 8' 24! 121.0 4a" 115.2 LOAMY SAND SANDY LOAM 1 OYR5/6 LOAM DDY 2.5Y8 SANDY LOAM 2.5Y3/4 1ZZ5 U IZ1.5 LOAMY 121.8 12r SAND 120.5 SANDY LOAM 10 120.5 34" 118.7 SANDY 118.5 LOAD! 2.5Y5/3 113.5 1 111.5 �:, `, , ::,:`'.. : "..f.. ° ; :: , ; • MOTTLES ®24r MOTnJES 0 2e MOTTLES 0 24' NOTICES 24' `` -? . " ,: y,,•.•.. EL•EV=119.5 ELEV=121.0 ELE1=120.5 ELEV6119.5 �. ` , ' ,,:: . • . . • : PERC 0 SW PERC 0 Mr RATE: 1' IN 20 MIN RATE: 1' IN 23 MIN •} • • , X. tV ' DATE: 8/8/06 DATE: 8/'9/07 Al • ' •=111.53' ED BY: JL SITEC, INC. PERFORMED BY. SITEC, INC. r • ; : ; • R=: 75.0 7 S WITNESSED BY: CMS MC 1HAUD WITNESSED BY: CMS MIC HAUD =36'3 4" Exam TOP VIEW p, 1E4C#iI=TELD 3, 5" • DIA. INLETS Ail 1!,'�= =AWD VM 200' T� P OP06�D -5 5" DIA. OUTLETS Z) MS LX T IS LOWED M A F! WE "C". • �.) T LOT coMA+� ta.� 4►) (z) PA SPAM PRMXD IN QW4E. a) M U T IS WT =ATED IN M AQW R c.RnSS SECTION MEW 8 SCALE. 1 %30 �TM �1 S3 OF FINISH G;DE DISTRIBUTION BOX / 1ELEV. =128.5 TO' OF DYMIJING FOUNDATION ELEV.= 130.0 SLAB ELEV.= 122.5 NOT TO SCALE LOW VENT' ,' FINISH GRADE EL.= 127.5 1 e'f 0 1MOPE S }s��`, w..JON . . ` • ` 6, SAND INN. ` , • . , . , , 127.11 Rf�" RCm CONCRETE , • 12r ENVIRO--SEt�C PIPE (7 ROWS 0 30' EA.) .. j I -" SEPTIC TAI�Y 126.4 I 5' r SAND IMN. ` • 126.91 �.25 1 8. 126.66 1 I 125.5 WAW4& HIGH GROUNDWATER 8".= 121.0 Uk fT OF EXCAVATION . SEE NORE10 El•EV=118.0 _j LEVEL SUM USE SYSTEM PROFIL NOT T+0 SCALE - FOR PERMIT • DESIGN PERC RATE: 1' IN 25 MIN DESIGN R.01I: 3 BEDROOMS X 110 GPD/8DM 330 GPD RECf�J1RED SYSTEM- DESIGN: USE PRESBY' EPMfG-SEPTIC SYSTEM 495 SO. -FT. SAS f kq�NIMUM BOTTOM: 16.5' LONG X 32' WIDE = 528 SO. FT. PROVIDED USE 7, W PIPE LENGTHS ZONING REQUIREMENTS (MINIMUIM) FRONT YARD SE I MCK 60 FEET SIDE YARD SETBACK 20 FEET REAR YARD SETBACK 20 FEET GENERAL NOTES 1) TKS SYS'TEM SHALL, :E WIN= YMEN LEACMG AREA IS FULLY EXCAVAIIED THE CONTRACTOR SHALL NOTFY I'HE LOCAL BOARD OF HEAL7K 2) WASHED CRUSHED STONE SHXL BE FREE OF ALL DIRTt DUST AND FWM 3) ALL ELEVAr04S ARE BASED ON MSL ELEVA710N DAnU 4) HEAVY EMPLOMT SHALL NOTBE • of TO OPERATE OVER PRIOR WUTTEN APPROVAL OF THE ENGtNMR AND 71HE LOCAL BOARD OF ��-OALIK • : 1M OTHER"SE .• E! ALL a_, C:MrPONENTS SHALL . 1: /► a LOCALACCORDANCE "IH TITLE V OF 7W STATE ENVRONOENTAL CODE AM ANY APPUCAME •, t • +. SEPTIC TAN& D131 BU710N : • MANUFACTURED BY A. 110TIONDO & SONS OR APPROVED EQUAL GR(W TO BE USED AT ALL PONTSM3-• n' >+ ENIa' • ' ''. -•JCTURES IN • •f a' TO PROVME A WATER7WT • SEPTIC SHALL BE SEALED "TH M• •.GASKEM OR ASPHALT ♦a GRAVEL.COARSE SAND. 11) INS a. IS NOTDES04ED FOR A GARBAGEDISPOSAL BOARD OF HEALTH STAMPS BOARD OF HEALTH STAMPS ....•..........................................--....-�.-..--------------'------------ - •... P.E. STAMP �UBS.(1RFACE . __ SEWAGE _DISPOSAI -R •.r•.SYSTEM.�vwmvvti•...... •... OWNER: RANDALL MEDEIRCv1S • MAP 79 / LOT 6-12 SUB. LOT 10, MEDEIROSI' LANE DARTMOUTH, MA ENGINEERING FIRM: 449 Faunc. C�•omer Road P.LS. STAMP S IT 1E C 11ac Dartmouth. WA 02747 • (sae) 99s-2:1125 _ .,9... FAx (50e) fflo3-7554 dire �,e`• �aI off" tat U•. rawft . DATE: 9/27/07 REMISED: 11 /28/07 f 12 //07/07 CONTACT PERSON: JOHN KEEGAN LE NO.. I 1' c 'm I LEGEND DESIGN DATA ♦ 4' EARTH BACKFIU_ MIN. EARTH BAMFlLL • �. •• • ,r• • • • • A • _ • • , • •• • ' • • ••• ♦•• • • , • • • • 1 I• • • •• ' - ♦ • r DEM OF SAM - Mm 'r `:• ' •'� • 12' ENVIRO-SEPTIC PIPE .,,...., ;: ':. . �. • ' •, :•:: .• �'•,:. ; •• �• ..., r OEM OF SAND team 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 1'-6" TOP %" RAISE NOT TO SCAM 00 • r • • • a : �. rya- - ,• �. tea, • • • SILT FENCE/ SIDE %IEW END VIEW UMIT OF WORK EL17 OFFSET ADAPTER A25.08 . • •ADAPTV MORE THM 4!* W70 ■ i ENVIRO-SEPTIC PIPE QQ NOT INISERT PVC PIPE WIF • • .. ` •• • a - CONNECTION •. r y NOT TO SCALE PRESBY NOTES .° 2 - ' • ' + SILT 70 OMIT OF r ' - MR;2 •S � WLF 3A 1B {:. 1) SYSTEM TO BE INSTALLED IN ACCORDANCE WITH � PRODUCT DESIGN AND INSTALLATION MANUAL. STATE AND LOCAL REGUIJ11KM FOR PRODUCT INFORMATION OR THE r x� w 1 � RET. '� � kF 4A NEAREST DEALER CONTACT PRESBY ENIRRONMENTAL, INC. WLF 2B �y / PRO dL �ROUTE 117 - PO BOX 617 SUGAR HILh NH 03585 -PHONE ,'�,�`�. • 100RADI 1-800-473-529�3 - 1 ALCOI�eI-120 • '�s� 14A -=Cb 2 I�NIMUM OF 6. OF MEMO! TO COARSE SAND %M LESS }....•...-: f ::: ,.,.. ~. THAN X PASSING A 0 200 SIEVE AROUND WLF 4f j ' f • ,��°' WLF 12A / w � CIRCUMFERENCE OF ENVIRO-SEPTIC PIPES. (SEE DESIGN d ,,.1 __.'WLF 11�/ WLF SA AND INSTALLATION MANUAL. FOR COMPLETE SAND AND FILL � 1230 SO. FT. :r WLF 11 A SPE NiCATIONS.) : ; • WERMI) ALTERATION 3) INSTALLER ADVISED TO CONTACT DIG SAFE PRIOR Tn 66 ` LIMIT OF BORDERING 4) DO NOT INSTALL SYSTEM ON FROZEN GROUND OR LEAVE y / 1.g.•.. A A v -=VEGETATED II,iETLANDS� �► � U FOR PERIODS OF TIME '�•�� `-. ' t : � , � - � � •. EXISTINGCONTOUR •r:+. PROPOSED CONTOUR INVERTPIPE ELEVATION Ew} TEST PIT SEPTIC r : • • PROPOSED E' SERVICE a a. • : tea• GROUNDWATER TABLE ELEVATION RESERVE - LOCUS MAP IV X ��98, RklEDEIROS\Mt9C\U06332.bmp 5) NO DRAINS, HOT TUBS. SAUNAS~ GARBAGE DISPOSALS `, '4 . IF 7 �,,r ' �8.: �- 14, WL.F 1 OA wLF 9�� SOI L DATA ETC. SHALL BE I�HCORPORATED INTO THIS SYSTEM UNLESS 4 � • ` ` �.. f.. `� <_� 4 f. / W`f OTHER1-LSE SPECIFIED. ` t \WL.F 8 B ,,.. 6) MAINTENANCE. RECOMMEND INSPECTION OF SEPTIC .. WLF 9 a..: i`-p- TANKS AT LEAST ONCE EVERY TWO YEARS AND CLEAN " . <6 TP-1 TP-2 TP-201 PROPOSED - • . - h:: TP 202 NED THI{^CNESS OF SI.&IDGE AND SCUM EQUALS MORE • • �"�--�100 VdEt.l. RADIUS GUARDML THAN 1/4 OF THE LIQUID DEPTH INSIDE THE TANK. ` s, THIS IS FOR THE OF THE EFFLUENT DISPOSAL SYSTEM SHOM. ANYONE USING r� r' : 2� ` �` • • • �► I�EtATION FROM THIS DOCUMENT FOR ANY OTHER N , WLF 12B 12 PURPOSE DOES SO AT THEIR OM RISIC• t � � 1250 SO. FT. � DETENTION x _ �'�►fE WD REPUC�►TION �./ F1M9 caAar: 12A.0 2,C TOP OF 24• BLOCK EL-126.0 � POND ., ,, ' �� : y; I r 18 34' NK LMAM 45 ML WAIERPROOF MEWBRANE TD ElEVAT1ON 11 D.0 LUT OF EXCAVATION EL-118.0 F.(-VAR"120.0 RETAINING WALL DETAIL gar io Ili m WALL TO BE CONSTRUCTED OF 2WX4' LANDSCAPE BLCOC PRODUCED BY BRISTOL COUNTY PRE -CAST OR .APPROVED EQUAL 10'-6w 5'drir• OUt'41 w taper CROSS SECTION VIEW SEPTIC TANK. 3.5wdio. knockout Inlet row r 4!-6 op 13 c' • • .=121.89 ,,. LOT 10 48287 SQ.FT. ` r` , - 1.11 ACRES y ti EXISTING ` 30.54 TA Aj 121.5 0' 120.5 12' 118.7 24' 9 110.7 144 SANDY LOAM 10YR3/2 SANDY LOAD 10YR5/6 SANDY LOAD 7.5YR5/4 SANDY LOAM 2.5Y6/3 12&0 0" 12ZO 8 24' 121.0 eM 115.2 111.0 102 LOAMY SAND SANDY 10YR5/6 DY LOOAM 2.5Y6 SANDY LOAM 2.5Y5/4 122.5 0' 121.8 12' LOAMY SAND 121.5 120.5 LOAM 10YR5/� 120.5 34' 118,.7 SANDY 118.5 LOAM 2.5YB/3 113.5 120 111.5 A`.� ,, ,• � : � MOTTLES O 24' MOTTLES O 24' MOTTLES O 24' MOTTLES O 24' 07 ElE11=119.5 ELEV=121.0 ELE1�120.5 ELE11=119.5 :..: �? ; • • t s.5" PERC 0 68' PERC 0 Se ° ::• • , • N RATE• 1 IN 20 MIN RATE: 1 IN 23 MIN : DATE: 8/8/06 DATE: 8/9/07 p• • _' 11.53' w PERFORMED BY: SITEC, INC. PERFORMED BY: SITEC., INC. `°� / • • ; R=?175.0 �'S 1MTNESSED BY: CHRIS MICHAUD WITNESSED BY: CHRIS MICHAUD TOP VIEW =N36'3 4" EXISTING .. 3. 5 DIA. INLET'S •r •-5. 5 DIA. OUTLETS :. C'RC�SSSECTION VIEW 8 SCALE: 1 "= 30' - - FiNISH GRAADE DISTRIBU110N BOX ELEV. =128.5 TO' OF DWELLING FOUNDATION ELEV.= 130.0 NOT TO SCALE 1 16'f O 1.5X• SLOPE 15M GAU.0N 127.11 ROM' RCED CONCRETE SLAB SEPTIC TANK 126.42/ r ELEV.= 122.5 126.91 ' ' 126.66 _•f.s: `..: '••• r ~' • ► 1 • .v: ... L j . P6 LUEL STABLE BASE SYSTEM PROFILE F• a• tea• 4 • e' r NOTE:• a• CM, 2OCfTO PROPOSED •. • w LOT 1. 1 a1 IN A FRM M PERCENT • ►• 7• r,, •.a•.a1 PARKM SPAM PROMM W GARAM • W LOT IS NOT. M IN AN AMFER i• . L) Uff SHM is LOT• %P"m - �•a~ ti • . - •r • COUNTY 1K I N Saw ILOW VENT FINISHGRADE a --T 6" SAND MIN. 5• '.:,. * :. •- 12' ENVIRO-SEPTIC PIPE (7 ROWS O 30' EA.) I 5 r SAND (MIN.). 126.23 I 126.M7 125.5 SEASONAL HIGH GROUNDWATER EL•EV.= 121.0 uMrr of EXCAVATION L SEE NOTEEE 110 ELEV=118.0 - i DESIGN PERC RATE: 1' IN 25 MIN DESIGN FLO*. 3 BEDROOMS X 110 GPD/8DM = 330 GPD Rr _QUIRED SYSTEM- DESIGN: USE PRESBY ENVIRO-SEPTIC SYSTEM 495 SQ. FT. S;.S; MINIMUM BOTPOM: 16.5' LONG X 32' WIDE = 528 SO. FT. PROVIDED USE 79 30' PIPE LENGTHS ZONING REQUIREMENTS (MINIWiIJM) FRONT YARD SETBACK 60 FEET SIDE YARD SETBACK 20 FEET REAR YARD SETBACK 20 FEET GENERAL NOTES 1) THIS SYSTEM SMALL BE INSPECTED VMEN LEACHING AREA IS FULLY DCG0\1/ATED AND "iEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY; FOR INSPECTION• THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH. 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT. DUST AND FINS;, 3) ALL ELEVATIONS ARE BASED ON MSL ELEVATION DATUM. 4) HEAVY EWPMENT SHALL NOT BE AL1.O1 tW TO OPERATE OVER THE .:, OF TW OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTYJNJ OF THE 5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE HILM "OUT PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF I P'.EALTH• 6) MESS 01*M. SE NOTED All SYSTEM COMPONENTS SHALL BE INSTA 1M IN ACCORDANCE IMTH TITLE V OF THE STATE ENVIRONMENTAL CODE AND A417 APPLICABLE LOCAL REGULATIONS. 7) SEPTIC TANK, AL BUTION BOX. ETC. SHALL BE MANUFACTURED BY A. rROTONDO & SONS OR APPROVED EQU 8) GROUT TO BE IN ORDER PROVIDE A" WATERTIGHT SEAL. OR LEAVE ALL (;�q�TSTRUCTURES E 9) ALL SH!PLJIP J=7S IN THE SEPTIC TANK SHALL BE SEALED WITH DIED! RL"FNE GASKETS OR ASPHALT CEMENT. 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKF'IL L 1V1TH CLEM! GRAVEL AND COARSE SAND. 11) WS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. BOARD OF HEALTH STAMPS BOARD OF HEALTH STAMPS P.E. STAMP SUBSURFACE SEWAGE DISPOS14L SYSTEM OWNER* RANDALL MEDEIR-0s MAP 79 / LOT 6-12 SUB. LOT 109 MEDEIRO':S LANE DARTMOUTH, MA ENGINEERING FIRM. Fa",#w Corner � Road P.L.S. STAMP rSlIFEC Dartmouth,-,' MA 02747 Inc. 508 998-•_2125 .. _ ...-.. ' ..................... FAX (5W))' 998-7554 Lawl w. DATE: 9/27/07 REVISED: 11 /28/07, 1 `2/07/07 CONTACT PERSON: JOHN KEEGAN NOT TO SCALE FOR PERMIT • BILE NO). I FOUNDATION A SB UIL T PLAN OWNER: VERMETTE DEVELOPMENT & REAL ESTATE CORPORATION MAP 79 LOT 6-12 MEDEIROS LANE DARTMOUTH, MASSACHUSETTS ENGINEERING FIRM: sl r, -L C Inc. Ctvl and Envirotxnanta! En9&►eerki9 Land Use Plorniny DATE: FEBRUARY 11, 2014 ACAD NO, 13-5503 FAB.DWG 449 Faunce Corner Roatd Dartmouth, MA 02747 TEL (508) 998-2125 FAX (508) 998-7554 sCAlF: 1„==30' FILE NO. 13-� 5503 JMEMBRANE [BARRIER VU I I f'1 NN I Lo*Do I Lo.`i-/ IN D-BOX 126*42 126*35 OUT. D-BOX 126.25 126.18 B126*08125.95 ��:,IN CH�,M ER �`` Yion I HEREBY CERTIFY THAT THIS SYSTEM HAS BEEN BUILT r j E F r:: r,.� a :=�.�/-� ��, .IN COMPLIANCE WITH THE APPROVED PLAN,MEETING ALL ,STATE AND LOCAL REGULATIONS WITH RESPECT TO t OCA11014 AND ELEVAllO DATE. t' v .......... FRONT ELEVATION Ft'i s' v` rr r1p 'sa lid, v I ALL CONSTRUCTION SHALL STRICTLY COMPLY WITH THE 8TH ADDITION OF 780 CMR MASSACHUSETTS STATE BUILDING CODE FOR ONE AND TWO FAMILY DWELLINGS, AND ANY LOCAL, STATE OR FEDERAL REGULATIONS. SCALE 3116" = 1'-O" DRAWN Q3y MN DATE 8 - 24 -13 %� of 8 A a �...... � er��s rr.�� r �� •er •`-. wry■� nwee.�■•r�� rwee�r•-•r�e � ■ mere ��r �r �..�� r�rerer e�eers.�r■e�.■��w� e� e■- �■! �r■er- rrr-rr•e�� r rr�w�e ■ �r ■ MEN' son MEN mollimmm ONE ■ REAR ELEVATION ALL CONSTRUCTION SHALL STRICTLY COMPLY WITH THE 8TH ADDITION OF 780 CMR MASSACHUSETTS STATE BUILDING CODE FOR ONE AND TWO FAMILY DWELLINGS, AND ANY LOCAL, STATE OR FEDERAL REGULATIONS. SCf ►!,LE 3/16" = 1'-0" DRAWN BY MN DATE 8 8 - 24 -13 A-3 3 of 8 1 r FIRST FLOOR c� 0 O 1 D A.M ALL CONSTRUCTION SHALL STRICTLY COMPLY WITH THE 8TH ADDITION OF 780 CMR MASSACHUSETTS STATE BUILDING CODE FOR ONE AND TWO FAMILY DWELLINGS. AND ANY LOCAL, STATE OR FEDERAL REGULATIONS. Z 0 W CD� w o o SCALE 3/16" = l'-0" DRAWN BY MN I DATE 8 - 24 -13 A 4 4 of 8 P)Qf_n►f 1Al,,nit 5 1 I21t ow- 2846 2846 2846 2846 2846 41.011 61_811 411 71- ►1 61-811 41.011 361-011 SECOND FLOOR_ 0 ZD 0 N ALL CONSTRUCTION SHALL STRICTLY COMPLY WITH THE 8TH ADDITION OF 780 CMR MASSACHUSETTS STATE BUILDING CODE FOR ONE AND TWO FAMILY DWELLINGS, AND ANY LOCAL, STATE OR FEDERAL REGULATIONS. 5 of 8 9p,_n„ .nnrr srrn.� i WHEN' ON FRJ ATS:E sO �.e ss.r srao...�� ..a.r .rnr� seen sn...■. �.�� ..r.r s�.r. ..�.r. woo" "Wr TT r..r ..s 0"—. IT iQ n ii Q o II II o co CO N IN W II II w Iw II II W J II II J z z II II IC) D UBLE ED2g N IL SPACINGPANEL HIS ED MING U I i Z � a GE RESTS SE 8D NAILS .r.re SEE BOTTOM PLATE DETAIL PANEL NAILING PATTERN - TYPIC NOT TO SCALE 2 ROWS 8d COMMON - AT 4" o . c. ON TOP SHEET 2 ROWS 8d COMMON AT 4-" o . c. ON TOP SHEET P.T. 2 X 8 JOISTS AT 16" O.C. W/ GALV. JOIST HANGERS AT EACH END, DECKING TO BE DETERMINED 2 X 6 STUD WALL WOOD STRUCTURAL PANEL SOLE PLATE - APA-RATED OS B OR PLYWOOD RIM BOARD DBL TOP PLATE WOOD STRUCTURAL PANEL 2 X 6 STUD WALL RIM JOIST DETAIL: OSB & PLYWOOD 4" CONCRETE SLAB OVER 8" CRUSHED STONE AND 6 MIL. POLY V.B. HOUSE SECTION SIMPSON H2.5 TIE -DOWNS AT ALL RAFTER TO WALL CONNECTIONS CONT. SOFFIT VENT 2 X 6 STUDS AT 12" O.C. WITH 1 / 2" ZIP SHTG. AND ZIP TAPE, SIDING TO BE DETERMINED BY OWNER, STAIR WALL ONLY R-19 INSULATION BETWEEN STUDS DBL P.T. 2 X 6 SILL WITH SILL SEALER EXTERIOR FACE OF CONCRETE BELOW GRADE TO BE COATED FOOTING TO BE MIN. 4'-0" BELOW FINISH GRADE ALL CONSTRUCTION SHALL STRICTLY COMPLY WITH THE 8TH ADDITION OF 780 CMR MASSACHUSETTS STATE BUILDING CODE FOR ONE AND TWO FAMILY DWELLINGS, AND ANY LOCAL, STATE OR FEDERAL REGULATIONS. U) J c/) omwmnmw Q Z f- O W U 0 wZ U)Q SCALE; 3116" = 1'-0" DRAWI'114 BY MN DATE 8-24-13 (8of8 9 4, n„ 8d @ 6"-12" o.c. -- 2 ROWS 8d @ 4" o.c. IN EACH WOOD PANEL 2X6OR2X4 STUD WALL WOOD STRUCTURAL PANEL, UPPER 2 X 6 BLOCKING WOOD STRUCTURAL PANEL, LOWER WOOD PANEL SPLICE DETAIL 2 ROWS OF 8d @ 4"O.C., STAGGERED f—ONE ROW IN EACH PLATE TALL WALL SHEATHING DETAIL /—DBL TOP PLATE SHEATHING STUDS AT 16" O.C. 8d's AT 6" o.c. AT EDGE OF PANELS, STAGGERED 8d's AT 12" ox ., FIELD 2 ROWS OF 8d @ 4110.1C.1 STAGGERED 2 X 6 BLOCKING 2 ROWS OF 8d @ 4110.1C.1 STAGGERED DBL P.T. SILL =OUNDATION rf M/"%%AIt% ^r! 0A r, A I f � c"rA nt"%Cr7Cn /— DBL TOP PLATE GARAGE SECTION SHEATHING STUDS AT 16" O.C. 8d's AT 12" ox ., FIELD 8d's AT 12" o.c., FIELD DBL P.T. SILL � -�—�FouNonnoN TWO—STORY BRACED WALL SHEATHING DETAIL AT 16" O.C. WITH 5 / 8" G. AND ZIP TAPE, ES TO BE DETERMINED SIMPSON H2.5 TIE -DOWNS AT ALL RAFTER TO WALL CONNECTIONS CONT. SOFFIT VENT 2 X 4 STUDS AT 12" O.C. WITH 1 / 2" ZIP SHTG. AND ZIP TAPE, SIDING TO BE DETERMINED BY OWNER, STAIR WALL ONLY FOOTING TO BE MIN. 4'-0" BELOW FINISH GRADE II � ..II . Ia)-0 3/8 I � N 3/8" U M 1 6 a� Cn II CU Cu �._� I a)� Cu sta eyed nail framing members 99 a intermediate pattern ed I j 9 � 311 min. - I I N N 0 0 0 0 0 0 0 - 0 O O 1 0 anel edge panel 3" min dbl. nail edge spacing detail Panel Nailing Pattern - Typical Not to scale 2" ALL CONSTRUCTION SHALL STRICTLY COMPLY WITH THE 8TH ADDITION OF 780 CMR MASSACHUSETTS STATE BUILDING CODE FOR ONE AND TWO FAMILY DWELLINGS, AND ANY LOCAL, STATE OR FEDERAL REGULATIONS. SCALE 3/16" =1'-0" DRAWN g)Y MN DATE 8 — 24 -13 F� - 7 7 of 8 05G+ A„ FOUNDATION PLAN 1) FOOTINGS TO BE MIN. 4'-0" BELOW GRADE 2) WALLS BELOW GRADE TO BE COATED 3) ANCHOR BOLTS AT 48" O.C. AND PER CODE AT CORNERS WITH 3" X 3" X 1 /4" PLATE WASHERS FOOTING DEEP ALL CONSTRUCTION SHALL STRICTLY COMPLY WITH THE 8TH ADDITION OF 780 CMR MASSACHUSETTS STATE BUILDING CODE FOR ONE AND TWO FAMILY DWELLINGS, AND ANY LOCAL, STATE OR FEDERAL REGULATIONS. z Q J SCR::t E 3/16" = l'-0" DRt,1VVN BY MN DATE, 8 - 24 -13 A-8 i • i 5"dia. outlet EAR \ 4" MIN. EARTH EARTH BACKFILL �. � � \ / \\ BACKFILL 6" DEPTH OF SAND MINIMUM -SEPTIC PIPE '. ; , :.:. t • : .. 6" DEPTH OF SAND ' MINIMUM 2'_3" 2'_3» 21_3,) 21_311 2a_31$ 21_31, 1 �_6o, 1' GRASS RETAINING WALL 1' GRASS SHOULDER 10" COMPACTED GRAVEL SURFACE -RETAINING WALL (2) 12" CORRUGATED POLYETHYLENE EQUALIZER PIPES ZMATCH EXISTING GRADE DRIVEWAY I CROSS-SECTIDN NOT TO SCALE TYPICAL FIELD CROSS SECTION- +oo•BUFFER �, ro \L ry NOT TO scnLe TOP VIEW ENVIRO-SEPTIC PIPE SILT LIMIT OF WORK �/ � ; - � WORK SIDE VIEW END VIEW BENCHMARK /� ,'��• 2 HUB & TA,!� SET LEVEL "90" VC EL.=125.08 n90n 18A / �► �� < " OFFSET ADAPTER OFFSET ADAPTER % G'q ' PROPOSED 90 WLF 16A -. S c 2 \,/ R i - � .. � 7 � F � `L � ET. WALL DO NOT INSERT PVC PIPE ENVIRO SEPTIC PIPE MORE THAN 4" INTO �.. OFFSET ADAPTER RAISED �o .0 SILT FENCE CONNECTION 1 B - WLF-45 .. . , ?ds� LIMIT OF WO K WLF NOT TO SCALE `% \ 121-� -'" �� , ��o � PRESBY NOTES 1) SYSTEM TO BE INSTALLED IN ACCORDANCE WITH PRODUCT DESIGN AND INSTALLATION MANUAL, STATE AND LOCAL REGULATIONS. For PRODUCT INFORMATION OR THE NEAREST DEALER CONTACT PRESBY ENVIRONMENTAL, INC. ROUTE 117 - PO BOX 617 SUGAR HILL, NH 03585 - PHONE 1-800-473-5298 - WWW.PRESBYEN\ARONMENTAL.COM 2) MINIMUM OF 6" OF MEDIUM TO COARSE SAND WITH LESS THAN 0-r PASSING A # 200 SIEVE REQUIRED AROUND CIRCUMFERENCE OF ENVIRO-SEPTIC PIPES. (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS) 3) INSTALLER ADVISED TO CONTACT DIG SAFE PRIOR TO CONSTRUCTION. 4) DO NOT INSTALL SYSTEM ON FROZEN GROUND OR LEAVE SYSTEM UNCOVERED FOR EXTENDED PERIODS OF TIME. 5) NO DRAINS, HOT TUBS, SAUNAS, GARBAGE DISPOSALS ETC.. SHALL BE INCORPORATED INTO THIS SYSTEM UNLESS OTHERWISE SPECIFIED. 6) MAINTENANCE: RECOMMEND INSPECTION OF SEPTIC TANKS AT LEAST ONCE EVERY TWO YEARS AND CLEAN IF COMBINED THICKNESS OF SLUDGE AND SCUM EQUALS MORE THAN 1 /4 OF THE LIQUID DEPTH INSIDE THE TANK. 7) THIS DOCUMENT IS FOR THE CONSTRUCTION OF THE EFFLUENT DISPOSAL SYSTEM SHOWN. ANYONE USING INFORMATION FROM THIS DOCUMENT FOR ANY OTHER PURPOSE DOES SO AT T HI IR OWN RISK. 1" taper 5'-4" 6'' PLAN VIEW ►"fi n" A'T f i. _ � CROSS SECTION VIEW SEPTIC TANK_ NOT TO SCALE 3.5"dia. knockouts inlet WLF 26 '�, �:- f • �, � .' / , •�;.- `r.._.. ROPOSED�� '� RET. WALL / / I ♦ PROPOSED �, S WLF 3 , �`°L , P"' , ,\�y _ /� �.�iEL 100' WELL RADIU ��-'' % ' B r /14 �20�. WLF 00 WLF 4 ' 1`• r • : / �......`. -Ai i'T'`'� aA -� .� WLF 12A / co 118 -WLf-13A• � • ' f / � 1230 S Q. FT. ° 1 ETLAND ALTERATION `'` WLF 11 A -- i :V � !NG-.4 d+ t +9- > Wl L \ LMIT OF BORDERI ,VEGETATED WETLANDS', F 7B �LFi :\WtF 10 V- \ l `� `' - WLF 9B.' , ''� K , , �- ti PROPOSED :. y/ GUARDRAIL \ ""100' WELL RADIUTS TP-1 -' `, WLF •1.OBt_ WL� 11 B 0" 121.5 '�; .P � � \� . � A SANDY LOAM n I - ��` 1 \ flLF 12 B , 12 D YR3 2 120.5 j DETENTION 1 � ° J� `� � � - - � �4010 `� / • SANDY I POND `�'�X SQ. FT. \� - WETLAND\ REPLICAT*� LOAM � ►.`ti n 10YR5/6 34 118.7 I LOT 10 p, 48257 S : :` w / � Q . FT. � Y ACRES SAND LOAM 00 ti 30.5 110.7 0 MCITTLES ® 24 \ Q ELEV=119.5 �\ •( \ /� : j rn . 18.5" DATE: f R= 175.0 ---� 7.5" PERFORMED BY, �� ✓ �� ti36'3 54" TOP VIEW WITNESSED BY: \ v / 3, 5 DIA. INLETS I J 5 DIA. G'JTLE TS SCALE: CR0 FINISH GRADE 0 SECTION VIEW 11 ELEV. = 128.5 4" TOP OF T FOUNDATION D�NE�ING ELEV.= 130.0 '-6" L 3SLAB ELEV.= 12;5 " DISTRIBUTION BG(- NOT -Lc.eL eIPHIE RISE SYSTEM PROFILE NOi i0 SCAB 114 N wl SOIL DATA LEGEND 100 EXISTING CONTOUJR ° PROPOSED CONTC)UR PIPE INVERT ELE%TION TEST PIT SEPTIC TANK DISTRIBUTION BOX' w PROPOSED WATER SERVICE LINE OBSERVED GROUNE)WATER TABLE ELEVATION RESERVE AREA LOCUS MAP N " TP-2 TP-201 0 A SANDY 123.0 0" 0 /E 122.5 LOAM LOAMY 12" B 1OYR3/2 122.0 8" B SAND 121.8 SANDY SANDY LOAM LOAM 1OYR5/6 10YR5/6 24n 24" 1 120.5 121•0 F.SANDY C1 SANDY LOAM LOAM 48" 2.5Y6/3 118.5 7.5YR5/4 C2 92" C2 115.2 SANDY SANDY LOAM LOAM 2.5Y6/3 2.5Y5/4 TP-2D 0" 0/E 121.5 LOAMY 12" SAND SA LOAM 120.5 AM 10YR5/6 34" 118.7 C1 SANDY LOAM 2.5Y6/3 144"I 1111.0 102" n MOTTLES ® 24" MOTTLES ® 2413.5 120M 1111.5 ELEV=121.0 OTILE® 2'4" ELEV=120.5 ELEV=119.!� PERC ® 68" PERC ® 68 RATE: 1" IN 20 MIN RATE: 1" IN n3 MIN 6/14/07 DATE: 8/9/07 SITEC, INC. PERFORMED BY: SITEC, INC. �HRIS MICHAUD WITNESSED BY: CHRIS MICHAUD NOTE: 1.) ALL WELLS LOCATED WITHIN 200' TO PROPOSED S.A.S. ARE SHOWN. 2.) THIS LOT IS LOCATED IN A FIRM ZONE "C'. 3•) PERCENT LOT COVERAGE: 15.7% 4.) (2) REQUIRED PARKING SPACES PROVIDED IN GARAGE. 5.) THIS LOT IS NOT LOCATED IN AN AQUIFER ZONE. 6.) LOT SHOWN IS LOT 10 ON PLAN PREPARED FOR RICHARC-, CORLISS BY SITEC ENGINEERING, DATED DECEMBER 29, 1:992 AND RECORDED IN PLAN BOOK 131 PAGE 63 OF THE BRi;STOL COUNTY REGISTRY OF DEEDS IN NEW BEDFORD. I M IMKIT L _ _ _ _ _ _ SEE NOTE #10 ELEV=15.4 LIMIT of EXCAVATION DESIGN DATA mwmwww� DESIGN PERC RATE: 1" IN 25 MIN DESIGN FLOW; 3 BEDROOMS X 110 GPD/8D = SYSTEM DESIGN: USE PR 330 GAD REQUIRED PRESBY ENVIRO-SEPTIC SYSTEM 495 SQ. FT. SAS MINIMUM BOTTOM; 16.5' LONG X 32' WIPE - 528 SQ. FT. PROVIDED USE 7, 30' PIPE LENGTHS ZONING REQUIREMENTS (MINIMUM) FRONT YARD SETBACK 60 FEET SIDE YARD SETBACK 20 FEET REAR YARD SETBACK 20 FEET GENERAL NOTES 1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACH AND WHEN ALL COMPONENTS ARE IN PLACE. MENNG TME A IS FULLY EXCAVATED THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH. IS READY FOR INSPECTION, 2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 3) ALL ELEVATIONS ARE BASED ON MSL ELEVATION DATUM 4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OP ERATE OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OVER THE LIMITS OF THE CONSTRUCTIOv OF THE 5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL S PRIOR WRITTEN APPROVAL OF THE ENGINEER AND YSTEM SHALL BE MACE WITHOUT THE LOCAL BOARD OF 1=f=ACTH. 6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMEN ALL CODE INSTALLED IN APPLICABLE LOCAL REGULATIONS. AND ANY 7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE OR APPROVED EQUAL. MANUFACTURED BY A. ROTOND D &SONS 8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR L STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. EAVE ALL CONCRETE 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE OR ASPHALT CEMENT. SEALED WITH NEOPREN GASKETS 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEAC GRAVEL AND COARSE SAND. HING AREA AND BACKFILL WIT}': CLEAN 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAG E DISPOSAL UNIT. P E. STAMP tom- r' 4 3: _08 P.L.S. STAMP ; r, a FOR PERMIT BOARD OF HEALTH STAMPS MPS ......... ------ �CEGY'E I1 - 5 2007 LARTMOUTH CON!SER',,",IIOi\} COMMISSION SUBSURFACE. SEWAGE D/SPO.._._� ._.._SAL SYSTEM: OWNER: RANDALL MEDEIROS MAP 79 / LOT 6-12 SUB. LOT 10, MEDEIROS L1\NE DARTMOUTH, MA ENGINEERING FIRM: I- 449 Founce Corner food i Is I Dartmouth, MA 027�7 - _ cof ' (508) 998-2125 Civil and Environmental Engineering FAX (508) 998-7551 Land Use Planning DATE: 9/27/07 CONTACT PERSON: DAN GIOIOSA ACAD NO. FILE NO. DAR 07-4036 SSDS.DWG �� 4 MIN. EARTH EARTH BAC K FI LL BACKFILL . � ' � '.. � .. � � .. .. . , • • . � ' 6" DEPTH O F SAN D ' MINIMUM 12" ENVIRO-SEPTIC PIPE 1... : .. 6" DEPTH OF SAND MINIMUM 2'iv-3" 29_3" 20_3" 21_3" 29_3" 29_391 1'-6" TYPICAL FIELD CROSS SECTION - NOT TO SCALE TOP VIEW SIDE VIEW END VIEW n i FVFi "90 � "90" OFFSET ADAPTER ' OFFSET ADAPTER ENVIRO-SEPTIC PIPE ENVIRO-SEPTIC PIPE DO NOT INSERT PVC PIPE MORE THAN 4" INTO OFFSET ADAPTER RAISED CONNECTION_ NOT TO SCALE PRESBY NOTES 1) SYSTEM TO BE INSTALLED IN ACCORDANCE WITH PRODUCT DESIGN AND INSTALLATION MANUAL, STATE AND LOCAL REGULATIONS. FOR PRODUCT INFORMATION OR THE NEAREST DEALER CONTACT PRESBY ENVIRONMENTAL, INC. ROUTE 117 - PO BOX 617 SUGAR HILL, NH 03585 - PHONE 1-800-473-5298 - WWW.PRESBYENVIRONMENTAL.COM 2) MINIMUM OF 6" OF MEDIUM TO COARSE SAND WITH LESS THAN Zr PASSING A # 200 SIEVE REQUIRED AROUND CIRCUMFCRENCE OF ENVIRO-SEPTIC PIPES. (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS.) 3) INSTALLER ADVISED TO CONTACT DIG SAFE PRIOR TO CONSTRUCTION. 4) DO NOT INSTALL SYSTEM ON FROZEN GROUND OR LEAVE SYSTEM UNCOVERED FOR EXTENDED PERIODS OF TIME. 5) NO DRAINS, HOT TUBS, SAUNAS, GARBAGE DISPOSALS ETC.. SHALL BE INCORPORATED INTO THIS SYSTEM UNLESS OTHERWISE SPECIFIED. 6) MAINT17NANCE: RECOMMEND INSPECTION OF SEPTIC TANKS AT LEAST ONCE EVERY TWO YEARS AND CLEAN IF COMBINED THICKNESS OF SLUDGE AND SCUM EQUALS MORE THAN 1 /4 OF THE LIQUID DEPTH INSIDE THE TANK. 7) THIS DOCUMENT IS FOR THE CONSTRUCTION OF THE EFFLUENT DISPOSAL SYSTEM SHOWN. ANYONE USING INFORMA1ON FROM THIS DOCUMENT FOR ANY OTHER PURPOSE DOES SO AT THEIR OWN RISK. FINISHED GRADE 128.0 24" /-TOP OF 24" BLOCK EL=126.0 45 ML WATERPROOF MEMBRANE TO ELEVATION 118.0 N N LIMIT OF EXCAVATION EL.=118.0 F.G=VARIES(120.0 MIN RETAINING WALL DETAIL NOT TO SCALE WALL TO BE CONSTRUCTED OF 2'X2'X4' LANDSCAPE BLOCK PRODUCED BY BRISTOL COUNTY PRE -CAST OR APPROVED EQUAL. T 5'-8" 5"dia. outlet o I taper 7 PLAN VIEW _,-----20" dia. cover (typ) 4" ' T CROSS SECTION VIEW SEPTIC TANK - NOT TO SCALE 11 L3" 3.5"dia. knockouts inlet TOP OF DWELLING FOUNDATION --- ELEV.= 130.0 SLAB ELEV.= 122.5 FA WLF 2B WLF/ 3B WLF 4Bl-� SCALE: 1 "=30' IFlNISH GRADE /-IELEV. = 128.5 100' BUFFER TO BVW - SILT FENCE/ LIMIT OF WORK BENCHMARK:- �-- \8� S - �• Nv / c0 w Ll- LA S.O�F�� ti SILT FENC ?a '0 LIMIT OF WO K ,/ WLF 3A -zPROPOSED O,� LL WLF 4A / �• � If PROPOSED ,! �- �7 rL� EL 100 ,.WELL RADIO ►�20...... co dWLF 14A ��.. ......... WLF 12A / LF: ,118 WLF...1.3A ' WLF 5A 1230 S Q• FT. WLF 11 A WETLAND ALTERATION613 f . LIMIT OF BORDERING' n , 1.� . \ t VEGETATED WETLANDS ` , V WLF 9A SOIL DATA _,WLF 10A r � APPLICABLE LOCAL REGULATIONS. , -'r C,'' WLF,;,8A � BY A. ROTONDO &SONS 7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED 'B , / OR APPROVED EQUAL. /--mooWELL RADIUS �`b TP-1 TP-2 TP-201 TP-202 34 0" 121.5 0 " F 11B A SANDY 2of LOAM 10YR3/2 / WLF 12B 12" 120.5 12" PROPOSED 1250 SQ. FT. B SANDY -WETLAND REPLICATION LOAM -EXISTING 16" 1OYR5/6 RCP \,FES ,�� 34" 118.7 24" _. ELEV.=121.89 C1 SANDY 1 v ( � EXISTING LOAM n 2„ J I WELL 2.5Y6/3 v! 30.5" 1110.7 144" 18.5" 7.5" TOP VIEW 3, 5" DIA. INLETS CR OSS SECTI ON VIEW A SANDY 123.0"' O/E LOAM LOAMY 1OYR3/2 SAND SANDY LOAM LOAM 1 OYR5/6 1OYR5/6 C1 F.SANDY C1 SANDY LOAM LOAM 2.5Y6/3 7.5YR5/4 C2 SANDY C2 SANDY LOAM LOAM 2.5Y6/3 2.5Y5/4 1 4 " 113.5 120" tl 1111.5 tof 115.2 111.0 102" 122.5 0"IO/E 121.5 8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE LOAMY STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 121.8 12" SAND 120.5 � SANDY 9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED N1TM NEOPRENE GASKETS LOAM OR ASPHALT CEMENT. t0YR5/6 120.5 34" 118•7 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND EACKFlLL WITH CLEAN �C1 GRAVEL AND COARSE SAND. SANDY 118.5 J 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT.. LOAM 2.5Y6/: MOTTLES ® 24 MOTTLES ® 24 MOTTLES ® 24 R-40TTLES ® 24 ELEV=119.5 ELEV=121.0 ELEV=120.5 ELEV=119.5 PERC ® 68" PERC ® 68" RATE: 1" IN 20 MIN RATE: 1" IN 23 MIN DATE: 8/8/06 DATE: 8/�/07 PERFORMED BY: SITEC, INC. PERFORMED BY: SITEC, INC. WITNESSED BY: CHRIS MICHAUD WITNESSED BY: CHRI S MICHAUD 5, 5" DIA. OUTLETS DISTRIBUTION BOX NOT TO SCALE LEVEL STABLE BASE SYSTEM PROFILE_ NOT TO SCALE NOTE: 1.) ALL WELLS LOCATED WITHIN 200' TO PR"JPOSED S.A.S. ARE SHOWN. 2.) THIS LOT IS LOCATED IN A FIRM ZONE "'C". 3.) PERCENT LOT COVERAGE: 15.7% 4.) (2) REQUIRED PARKING SPACES PROVIDED IN GARAGE. 5.) THIS LOT IS NOT LOCATED IN AN AQUIFER ZONE. 6.) LOT SHOWN IS LOT 10 ON PLAN PREPARED FOR RICHARD CORUSS BY SITEC ENGINEERING, DATED IDECEMBER 29, 1992 AND RECORDED IN PLAN BOOK 131 PAG;E 63 OF THE BRISTOL COUNTY REGISTRY OF DEEDS IN NEW BE:DFORD. � / I Lo•z) 5EA5UNAL NIGH GRUUNUWAl ER ELEV.= 121.0 I LIMIT Or:- EXCAVATION L SEE NOTE # 10 ELEV=118.0 FOR PERMIT BOARD OF HEALTH STAMPSas BOARD OF HEALTH STAMPS l C3 P.E. STAMP, . SUBSURFACE SEWAGE DEPOSAL SYSTEM T, d •� `" RANDALL MEDEIROS OWNER: I • � MAP 79 /LOT SITE.!Q, Juic 6-12 t F t SUB. LOT 10, MC-DEIROS LANE DARTMOUTH, MA - ENGINEERING FIRM: 449 Faunce Corner Road P.L.S. STAMP Dartmouth, MA 02747 (508) 998-2125 Civil and Environmental Engineering FAX (508) 998-7554 Land Use Planning DATE: 9/27/07 REVISED: 11 /28/07, 12/07/07 CONTACT PERSON: JOHN KEEGAN ACAD N0. FILE N0. DAR 98-1720 SSDS.DWG 1 0 22.0 8" 24" 121.0 48" 5, 5" DIA. OUTLETS DISTRIBUTION BOX NOT TO SCALE LEVEL STABLE BASE SYSTEM PROFILE_ NOT TO SCALE NOTE: 1.) ALL WELLS LOCATED WITHIN 200' TO PR"JPOSED S.A.S. ARE SHOWN. 2.) THIS LOT IS LOCATED IN A FIRM ZONE "'C". 3.) PERCENT LOT COVERAGE: 15.7% 4.) (2) REQUIRED PARKING SPACES PROVIDED IN GARAGE. 5.) THIS LOT IS NOT LOCATED IN AN AQUIFER ZONE. 6.) LOT SHOWN IS LOT 10 ON PLAN PREPARED FOR RICHARD CORUSS BY SITEC ENGINEERING, DATED IDECEMBER 29, 1992 AND RECORDED IN PLAN BOOK 131 PAG;E 63 OF THE BRISTOL COUNTY REGISTRY OF DEEDS IN NEW BE:DFORD. � / I Lo•z) 5EA5UNAL NIGH GRUUNUWAl ER ELEV.= 121.0 I LIMIT Or:- EXCAVATION L SEE NOTE # 10 ELEV=118.0 FOR PERMIT BOARD OF HEALTH STAMPSas BOARD OF HEALTH STAMPS l C3 P.E. STAMP, . SUBSURFACE SEWAGE DEPOSAL SYSTEM T, d •� `" RANDALL MEDEIROS OWNER: I • � MAP 79 /LOT SITE.!Q, Juic 6-12 t F t SUB. LOT 10, MC-DEIROS LANE DARTMOUTH, MA - ENGINEERING FIRM: 449 Faunce Corner Road P.L.S. STAMP Dartmouth, MA 02747 (508) 998-2125 Civil and Environmental Engineering FAX (508) 998-7554 Land Use Planning DATE: 9/27/07 REVISED: 11 /28/07, 12/07/07 CONTACT PERSON: JOHN KEEGAN ACAD N0. FILE N0. DAR 98-1720 SSDS.DWG 1 0 22.0 8" 24" 121.0 48" 779- 7b66 \\ 12" MIN. EARTH EARTH BACKFILL \ BACKFILL AST :. - 3.3 : S . N D 6" DEPTH OF ASTM C-33 SAND MINIMUM 12" ENVIRO-SEPTIC PIPE 6" DEPTH OF ASTM C-33 SAND `' :: MINIMUM •ASTM .-33..,. A . ., ... .., ... ... •. •: ..:.. .. 1 f-13» 2' Y 1- " -31' 2'-3 to -Y -3$1 1 t-15f, TYPICAL FIELD CROSS SECTION TOP VIEW NOT TO SCALE SIDE VIEW END VIEW io 999099 PIPE "gp" OFFSET ADAPTER OFFSET ADAPTER t=-C=EENVIRO-SEPTIC PIPE ENVIRO-SEPTIC PIPE 0 NO INSERT PVC PIPE MORE THAN 4" INTO OFFSET ADAPTER RAISED CONNECTION_ NOT TO SCALE PRESBY NOTES 1) SYSTEM TO BE INSTALLED IN ACCORDANCE WITH PRODUCT DESIGN AND INSTALLATION MANUAL, STATE AND LOCAL RI-GULATIONS. FOR PRODUCT INFORMATION OR THE NEAREST DEALER CONTACT PRESBY ENVIRONMENTAL, INC. ROUTE 1 i 7 - PO BOX 617 SUGAR HILL, NH 03585 - PHONE 1-800-473-5298 - WWW.PRESBYEN\ARONMENTAL.COM 2) MINIMUM OF 6" OF MEDIUM TO COARSE SAND WITH LESS THAN 7, PASSING A # 200 SIEVE REQUIRED AROUND CIRCUMFC-RENCE OF ENVIRO-SEPTIC PIPES. (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS) 3) INSTALLER ADVISED TO CONTACT DIG SAFE PRIOR TO CONSTRUCTION. 4) DO NOT INSTALL SYSTEM ON FROZEN GROUND OR LEAVE SYSTEM UNCOVERED FOR EXTENDED PERIODS OF TIME. 5) NO DRAINS, HOT TUBS, SAUNAS, GARBAGE DISPOSALS ETC.. SHALL BE INCORPORATED INTO THIS SYSTEM UNLESS OTHERWISE SPECIFIED. 6) MAINTFNANCE: RECOMMEND INSPECTION OF SEPTIC TANKS AT LEAST ONCE EVERY TWO YEARS AND CLEAN IF COMBINED THICKNESS OF SLUDGE AND SCUM EQUALS MORE THAN 1 /4 OF THE LIQUID DEPTH INSIDE THE TANK. 7) THIS DOCUMENT IS FOR THE CONSTRUCTION OF THE EFFLUENT DISPOSAL SYSTEM SHOWN. ANYONE USING INFORMATION FROM THIS DOCUMENT FOR ANY OTHER PURPOSE DOES SO AT THEIR OWN RISK. FINISHED GRADE 128.0 24" TOP OF 24" BLOCK EL.=126.0 / LOAM & SEED LOAM &SEED 12" PRESBY PIPE W 45 ML WATERPROOF MEMBRANtiON 118.0 TO ELEVAI `a N LIMIT OF EXCAVATION EL.=118.0 --jF.G=VARIES(120.0.MIN RETAINING WALL DETAIL NOT TO SCALE WALL TO BE CONSTRUCTED OF 2'X2'X4' LANDSCAPE BLOCK PRODUCED BY BRISTOL COUNTY PRE -CAST OR APPROVED EQUAL. 5"dia. outlet 1" taper 5'- 4" PLAN VIEW nn" ,.it.. ,.... /4. % 4 s" T CROSS SECTION VIEW SEPTIC TANK_ NOT TO SCALE WLF 2B 1VJLF. 3B , WLF 4B0 C to 100' BUFFER TO BVW - SILT FENCE/ LIMIT OF WORK BENCHMARK: �- rmurvor.0 - �Q R ET. WALL F �=-- / F 11 B V WLF 12B ,� 12" A SANDY LOAM 1 YR 3/ 2 121.5 120.5 0" 12" B PROPOSED 1.250 SQ. FT. SANDY WETLAND REPLICATION LOAM --EXISTING 16" �� 34„ 10YR5/6 118.7 24" C1 RCP ..-FES ELEV.=:121.89 SANDY 92" (� EXISTING LOAM WELL 2.5Y6/3 J I 30.5" \04 1110.7 144" A SANDY LOAM 1OYR3/2 B SANDY LOAM 1OYR5/6 C1 SANDY LOAM 7.5YR5/4 C2 SANDY LOAM 2.5Y6/3 LEGEN D too EXISTING CONTOUR PROPOSED CONTOUR PIPE INVERT 'ELEVATION 25iii TEST PIT 0 o SEPTIC TANK: DISTRIBUTION'. BOX W PROPOSED WATER SERVICE LINE v OBSERVED GROUNDWATER TABLE ELEVP.;TION RESERVE AREA LOCUS MAP 123.0 0" " 122.0 8 24" 121.0 48It 115.2 111.0 1 n9' O/E LOAMY SAND B SANDY LOAM 1OYR5/6 C1 F.SANDY LOAM 2.5Y6/3 C2 SANDY LOAM 2.5Y5/4 122.5 0•" 121.8 12" 120.5 34" 118.5 to/E LOAMY II SAND ii SAN DY s i C1 SANDY LOAM 2.5Y6/3 DESIGN DATA DESIGN PERC RATE: 1" IN 25 MIN DESIGN FLOW: 3 BEDROOMS X 110 GPD/BDM = 330 GPD REQUIRED SYSTEM DESIGN: USE PRESBY ENVIRO-SEPTIC SYSTEM 495 SQ. FT. SAS MINIMUM BOTTOM: 16.5' LONG X 32' WIDE = 528 SQ. FT. PROVIDL� USE 7, 30' PIPE LENGTHS ZONING REQUIREMENTS (MINIMUM) FRONT YARD SETBACK 60 FEET SIDE YARD SETBACK 20 FEET REAR YARD SETBACK 20 FEET 121.5 8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LOVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SrEAL. - a 120.5 g) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS OR ASPHALT CEMENT. 118.7 10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH CLEAN, GRANULAR SAND IN ACCORDANCE WITH 15.225(3) OF TITLE V. 11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT. 113-5 1 gn"'.i � 111.5 134 MOTTLES ® 24" MOTTLES ® 24" v MOTTLES CAD 24" NAOTTLES ® 24" - ELEV=119.5 ELEV=121.0 ELEV=120.5 ELEV=119.5 PERC ® 68" PERC ® 68" 18'" RATE: 1" IN 20 MIN RATE: 1" IN 23 MIN DATE: 8/8/06 DATE: 8/q/07 PERFORMED BY: SITEC, INC. PERFORMED BY: SITEC, INC. „ 7.5 WITNESSED BY: CHRIS MICHAUD WITNESSED BY: CHRIS MICHAUD TOP VIEW 3, 5" DIA. INLETS 5, 5" DIA. OUTLETS 3.5"dia. _ CROSS SECTION VIEV!' knockouts S C A L E. 1- 3 0 inlet (FINISH GRADE DISTRIBUTION BOX TOP OF DWELLING FOUNDATION --- ELEV.= 130.0 ELEV. = 128.5 't 16'f ® 1.5% SLOPE 1500 GALLON [\127. 11 REINFORCED CONCRETE - 4'-6" : SEPTIC TANK SLAB ELEV.= 122.5 126.91 /.. ' 126.66 �•. �;. :•:.. -LEVEL STABLE BASE �--3 " NOTE: 1.) ALL WELLS LOCATED WITHIN 200' TO PRrjPOSED S.A.S. ARE SHOWN. 2.) THIS LOT IS LOCATED IN A FIRM ZONE "C". 3.) PERCENT LOT COVERAGE: 15.7% 4.) (2) REQUIRED PARKING SPACES PROVIDrM IN GARAGE. 5.) THIS LOT IS NOT LOCATED IN AN AQUIF;LR ZONE. 6.) LOT SHOWN IS LOT 10 ON PLAN PREPAF?ED FOR RICHARD CORLISS BY SITEC ENGINEERING, DATED 'DECEMSER 29, 1992 AND RECORDED IN PLAN BOOK 131 PAGE 63 OF THE BRISTOL COUNTY REGISTRY OF DEEDS IN NEW BEDFORD. NOT TO SCALE LOW VEi 4T COVER RAISED TO GRADE MAGNETIC TAPE TO BE PLACED OVER FINISH GRADE EL.= 1'28.0 ALL SEPTIC COMPONENTS-\ 'i;126.42 5Mr 4 .4 4 6" ASTM C-33 SAND (MIN.) 5' 12" ENVIRO-SEPTIC PIPE (7 ROWS ® 30' EA.) I12 .08 I ' Ei" ASTM C,33 `SAND, (MIN.) 12E.25 I 126.08 125.5 SEASONAL HIGH GROUNDWATER ELEV.= 121.0 LIMIT Off EXCAVATION L SEE NOTE # 10 ELEV=117.0 J-1 SYSTEM PROFILE - NOT TO SCALE FOR PERMIT P.E. STAMP P.L.S. STAMP BOARD OF HEALTH STAMPS BOARD OF HEALTH STAMPS SUBSURFACE SEWAGE DISPOSAL SYSTEMI OWNER: RANDALL MEDEIROS MAP 79 / LOT 6-12 SUB. LOT 10, Mf DEIROS LANE DARTMOUTH, MA ENGINEERING FIRM: Syrn 1w 449 Faunce Corner Road In In Dartmouth, MA 02747 IL I EC, Inc, (508) 998-2125 Civil and Environmental Engineering FAX (508) 998-7554 Land Use Planning DATE: 9/27/07 REVISED: 11 /28/07, 12/07/07, 2/19)1' 08 CONTACT PERSON: JOHN KEEGAN ACAD NO. I FILE N0. DAR 98-1720 SSDS.DWG