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BP-49414SECTION 8 -INSPECTOR'S REVIEWICOMMENTS 1. Date plan reviewed: 2. DEN If_D (see project review worksheet). Date: 3. HOLD Reason: Date: 4. HOLD subject to Zoning Board of Appeals action: Date: Comments: Inspector's Signature: d2mclP-- Date: 4R SE TION 9`-APPLICANT NOTIFICATION Applicant informed of above: Date: Time: / AP111 lerk: Comments: •Q SECTION 10-0FFICEIINSPECTOR N Less Application Fee: $25.00 Remaining Balance: $ d y � Total Permit Fee: $ Other $ Amount $ TOTAL FEE: all Gross Area - New Construction total sq. ft. Gross Area - Alteration total sq. ft. `-/�j� �/e Permitlssuedto C�j/7 E l •(Tt�l!'� 9uL- Pe SECTION 11-ADDITIONAL'COMMENTSISKETCHES 1 ❑ SPECIAL PERMIT (Per 780 (;MR 111.13) $25.00 APPLIFNTI01% FEE IS NON RE -FUNDABLE & NON-T>6_41YSFERAIILE DATE RECEIVED DARTMOUTH BUILDING DEPARTMENT asf 400 Slocum Road, P.O. Box 79399 Dartmouth, MA 02747 Phone: 508-910-1820 Fax: 508-910-1838 IfiM1O � www.town.dartmouth.ma.us APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING HIS SECTION FOR OFFICIAL USE ONLY I Board of Annpnlc t DEPARTNIENTAL-APPROVAL 0/�a�U/ -7 Zoning Review: Signature: Date: Energy Report: Signature: iT t C_ Date: Fire Chief: Signature: Date: Board of Health: - Signature: Date: / Conservation Commission: Signature: / Date: Other: Signature: Date: Brief description of wP{fr2leii� performed: ✓ I,; SECTION 1 -SITE INFORMATION 1.1 Property Address. -AN( d,' fl •�� � S d 1.2 Assessors Maap� & Lot Number: Nearest Cross Street: Map / Lot �- Subdivision Name: 1.3 Historical District ❑ Yes 't� No r Total Land Area Sq. Feet: Has application been submitted to the Historic CommisslOn? ❑ Yes ❑ No Date: C 1.4 Water Supply (MGL c40 s54): I 1.5 Sewage Disposal System: ❑ Municipal kPrivate Well ❑ Municipal POn Site Disposal System EICONSTRUCTION PLANS SITE PLAN El ENERGY REPORT J RESIDENTIAL — :SECTION 2 = PROPERTY OWNERSHIPIAUTHORIZED AGENT 2.1 Owner Record. G� J3e t✓R)G-1Qi 5'y3 e%f26'?laG1F /,s1 Name (print) Contact Address Phone Number 2.2 Authorized Agent: ��.�l,U,rf7T - Name (print) Contact Address Phone Number - SECTION 3 -CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor. Not Applicable ❑ Licensed Construction Supervisor: ,d L L.lf 7- License Number: '2J YD Address: "fw� fz-m S1, Expiration Date Signature: /hto Telephone: 3.2 Registered Home Improvement Contractor. Not Applicable ❑ Are you a Home Improvement Contractor subject to (780 CMR-6)? lees ❑ No If No, go to the next section! Are you claming exemption from the requirements? ❑ Yes 4 No If Yes, submit the required affidavit! Company Name: /7�GGeT J UJ�Is f Registration Number (if none, state "none"): %1 tWV/ Address: �ys�. fyS"d 5� S. /,%l�fN',0 ><I c Signature: �✓�✓ Telephone: �Uy �� Expiration Date: Z 3.3 For Residential Remodel Wok Only PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, 617-727-8598 ❑ I am a Homeowner performing all the work myself. Owners Name (print): Signature: By signing the above, the homeowner acknowledges that there will be no eligibility to the Guaranty Fund Date: 3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 109.1.1 Licensing of Construction supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July 1, 1982, no individual shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of buildings or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Construction Supervisors. 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 ei^gages a person(s) for hire to do such work, that such Homeowner shall act as supervisor. Fix 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, or is intended to be, a one or two family dwelling, detached to farm attached or structures accessory such use and/or 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: Your signature carries certain responsibilities, including but not necessarily limited to, general liability NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construction Supervisor- whether nr not thev have taken the nermit are rpsnnncihlp fnr rndp rmmnnanrp tcap nnn.nrliv of pan rnno or; o e cX SECTION 4 -WORKER'S COMPENSATION. INSURANCE AFFIDAVIT.(MGL c 152 § 25) Worker's Compensation Insurance Affidavit must be completed and submitted with this application. Failur to provide thi affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: Yes ❑ No ->SECTION 5 -DESCRIPTION OF PROPOSED WORK (Check all applicable) ❑ Deck ❑ Pool ❑ Repairs ❑ Alteration ❑ Chimney/Fireplace ❑ Woodstove/Pellet Stove ❑ New Construction' ❑ Accessory Bldg. ❑ Roofing/Siding ❑ Other (Energy report required) (Shed/Garage) (Specify below) ❑ Addition ❑ Replacement window/door ❑ Demolition (Energy report required) No. of windows _ Doors (Specify below) "If new construction, please complete the following: �. Single Family: No. of Bedrooms 7 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 gas (natural or propane), fuel oil, electricity, other (specify): 6i(Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): V HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other EfAir conditioning - (separate unit) ❑ None of the above to be provided tr Hot Water: Gas X Electric Fuel Oil Other Description of ropos w rk: SECTION 6 = ESTIMATED CONSTRUCTION COST Item Estimated Cost ($) to be completed by permit applicant 1. Building 2. Electrical 3. Plumbing yti 4. Mechanical (HVAC) 5. Total = (1 + 2 + 3 + 4) R C`v-a SECTION 7A - OWNER AUTHORIZATION (to be completed when owner's agent or contractor applies for building permit) (Please j I I, y F' • �'t i as Owner of the subject property hereby authoriz 114/ to act on/myy behalf, in all matter4elative to work authorized by this building permit application. Signature of Owner Date SECTION 7B = OWNERIAUTHORIZED AGENT DECLARATION /7/il �t �i✓1�J 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. Signed under the pains and penalties of perjury. {/ Signature of Owner/Authorized Agent Date SLOCUMS RIVER �!� 2 LOCUS rm`G�s DARTMOUTH I SITE LOCUS NOT TO SCALE It N /F TRUSTEES OF THE GREAT NECK TRUST OF 1983 MAP 9 / LOT 19-1 NO TES.- 1. THE SITE IS SHOWN ON THE TOWN OF DARTMOUTH ASSESSORS MAP 9 AS LOT 19-2. THE CURRENT OWNER OF RECORD IS H. AUSTIN HOYT AS TRUSTEE OF THE H. AUSTIN HOYT REVOCABLE TP.UST. THE LOCUS DEED IS RECORDED AT THE BRISTOL COUNTY REGISTRY OF DEEDS (S.D.) IN BOOK 7159, PAGE 302. 2. THE SITE IS SHOWN AS LOT 2 ON PLAN ENTITLED "APPROVAL NOT REQUIRED PLAN OF LANE IN DARTMOUTH, MA", PREPARED FOR THE TRUSTEES OF THE GREAT NECK TRUST OF 1983 BY OLDE BOSTON LAND SURVEY CO., INC., DATED NOVEMBER 22, 1989 AND RECORDED AT THE BRISTOL COUNTY REGISTRY OF DEEDS (S.D.) IN PLAN BOOK 125, PAGE 14. 3. BUILDING ENVELOPE INFORMATION IS AS SHOWN ON PLAN ENTITLED "BUILDING ENVELOPE PLAN OF LAND IN IN DARTMOUTH, MA", PREPARED FOR THE TRUSTEES OF THE GREAT NECK TRUST OF 1983 BY OLDIE BOSTON LAND SURVEY CO., INC., DATED APRIL 26, 1990 (REV.) AND RECORDED AT THE BR13TOL COUNTY REGISTRY OF DEEDS (S.D.) IN PLAN BOOK 125, PAGE 64. 4. THE PERCENTAGE OF LOT COVERAGE FOR THE HOUSE FOUNDATION IS EQUAL TO 0.16%. 5. ELEVATIONS ARE REFERENCED TO N.G.V.D. OF 1929. 6. THIS PLAN AND THE ACCOMPANYING CERTIFICATIONS DO NOT CONSTITUTE A CERTIFICATION OF TITLE TO THE PROPERTY DISPLAYED HEREON. THE OWNER OF LOCUS AND ABUTTING PROPERTIES ARE SHOWN ACCORDING TO CURRENT TOWN ASSESSORS RECORDS. LOT 2 (PLAN BK.125/PG.14) 11 I' 11 11 11 11 11 I TOTAL LOT AREA = 39.01f ACRES BUILDING ENVELOPE AREA = 3.00f ACRES 11 MAP 9 / LOT 19-2 BUILD 245, 42' N80 65 05 W --� N /F ALAN L. & JULIE M. BOEGEHOLD MAP 9 / LOT 19-3 40 0 20 40 30 SCALE: 1 INCH = 40 FEET J NI 11 / Vg{ I�\ I 1 \ aI 'P \ I� (Fnd) \ 103 R0' to S89.42'49 W I I ` I I d if Mlllfa VVIIMiIMVG1II I Date I HEREBY CERTIFY THAT THE FOUNDA S LOCATED AS SH17SNt:ANi30„THts.:;wy BEST OF MY KNOWLEDGE CONFOR Qo ONING BY—LAWS OF Tk( ZT N OF DARTMOUTH WITH RESPECT T ZO IMENSIONAL REQUIREMENTS. O TuLi - I FILE COPY REGISTERED PROFESSIONAL LAND SURVEYOR 0 z 0oa0 0 V -j 04 I O covi U 0 M 0 O N O 07 to O W Z � F- U �0 W o0 0 d N ro N of w m m w o a. `r N II O Z Q 0 Z J J o cV) ~ Z) of m M rtU v } o> to 07 a tr Q a W F a0 w LLI OR Z Ll.I H Z O < 5O W ` F— _ Z 0 jE jE O LL y� s/a f O tO p W IY C � nm w q �nfO� < �m<O4M Q 0 00 p z d 2pn4 W' E PIZ 6 4Mm J 0. Him v> =inn v Y > poi W . N J 6 O30 ' q EOM WD •ems e 0 x�<s N�O S Z Z�w W mid. 0 < FILE#: 20430063 FA B. d wg , I EMPYIEDM EAN ARCHITECTURE / PLANNING / FABRICATION 930 MAIN STREET, ACORN MASSACHUS TS (978) 263-7000 J�j HOYT RESIDENCE ARCHITECTURALS 1 - GENERAL INFORMATION 2 - LOWER LEVEL PLAN 3 - ENTRY LEVEL PLAN 4 - UPPER LEVEL PLAN 5 - -FRONT k LEFT ELEVATORS 6 - REAR k RIGHT ELEVATIONS 7 - SECTIONS 8 - SECTIONS 9 - FOUNDATION PLAN. 9A- FOUNDATION DETAILS 9B- FOUNDATION DETAILS BUILDING CODE COMPLIANCE THE PUNS FOR THIS DURING HAVE BEEN PREPARED IN COMPLIANCE OR ONE DESIGN CRITERIA Of THE NA. STATE SUIL'NNG OOCE, IT IS THE RESPON931 TY OF THE III OWNER TO MONEY EMPYREAN NFERNATON& LLC OF ANY LOGE ANI NDIA An TO THIS NONE PRIOR TO THE PREPARATION OF W HAC CROW DS, FWNDATCN SITE WORK MECHANICAL UECTRCAL. AND BUILDING ITEMS SU PLED LOCALLY WLL BE MUGGED BY ME DUOD-R FOR APPROVAL OF LOCAL AUIHORIES. DESIGN LOADS COTT LIVE LOAD DEAD LOAD GROUND SNOW --- SLEEPING _ I 6 POP HOUSE AREAS D UNNO AREA: ENTRY LEVEL 2342 SF UPPER LEVEL 842 SE FINISHED LOWER LEVEL 1622 SF TOTAL FINISHED ON SF USEFUL SPACES GARAGE k CARPORT IOTD OF UNFINISMEO LOWER LEVEL 220 SE ATTIC He STORAGE AREAS 534 OF COVERED PORCHES 530 SF DECKS k TERRACES TIES SF TOTAL OTHER OR IN! SF TOTAL ALL AREAS 6722 IF ),RD PLAN A Copy Of ( his Endorsed Plsn Mu Se Kept On Site Dunne Construction j Dates%� frAYiA''yZ�%agev-4p-5�-*A_5.:.: %lcl IRE D%,�v km ilAii/.YI ec_ , TI,E PUF DING DURI" Tlf',,I`^- I'•''*';GRESS OF THIS WORK. t :'DING DEPARTMENT FILE COPY GENERAL SPECIFICATIONS NEI FrTTFIMc - Z'RSS - ....Prm PER FRAMING P.AM) =FLOOR TRUSSES UPPER LEVEL - H..F CC NOR AS PER FRAMING PLAN) =SeFATHING 3/4' 111 ADVANTECH =VENT SPACERS ACORN RAFTER VENTS -ACORN TO PROVIDE ICE L WATER SHIELD FOR THE ENTIRE RUF -ORION FINISH TYPE ENDARRO AD (10 YEAR WARRANTY EXCLUDES DAMAGE FROM SEA SPRAY) -EXTERIOR PUNISH COLOR HARTFOiD GREEN =SASH TYPE CASEMENTS AND AWNINGS ARCHITECT SERIES VAT ILT -SASH TYPE CASEMENTS AND AWNINGS DESIGNER SERIES, TRIPLE PANE W/ CLEAR PANEL :SASH TYPE FIXED RE-RNGLILAR CLAD FRAME -FISH TYPE FIRED RECTANGULAR DESIGNER SERIES, TRIPLE FARE W/ CLEAR PANEL -SASH TYPE SPECIALTY SHAPES CLAD FRAME =SASH TYPE SLIDING GLASS WOKS DESIGNER SERIES - FRENCH, TRIPLE PANE W/ LDV-C PANEL =SASH TYPE FRENCH COOPS ARCHITECTS SERIES W/O NET =VIN➢OV AND SLIDER OPERATING HARDWARE CHAMPAGNE -FRENCH DON OPERATING HARDWARE SATIN NICKEL =SCFEE4 FRAME CNAe?AGNE -GLAZING (FOR INSULATED GLASS) LOW-E, ARGON =WALL FINISH THICKNESS 1Y SHECTROCK =WALL FINISH THICKNCSS 3/4' MAN INSULATION EGRILLCS ARCH SERIES V/O ILT (REXOVA3LE GRILLES) 1-1/4' RECLUR MAINLANT DOORS =ENTRY DOOR, FRAME, 6 PARDVANE TD SE PMUVIG_D PT BUILDER STEEL DOORS =NDT APPLICABLE SKYLIGHTS =nDIDRIZEI SIDING -WHITE CEDAR RAR SHINGLES, 5' EXPOSURE BLEACHES EXTERIOR TRIM =PRURIMED FINGERJE'NTED CLEAR VRC C%1ERIDR WINDOW SJ1 TRADIIDINAL (MET AVAILBLE IN AUK) SD FITS =IX6 ING SIR CEDAR EXTERIOR DECKING -IX4 PRE-SE&EB 'OUTCACK' MERAVTI EXTERIOR DECK RAIL =CENTEMDA'- EXTERIOR DECK STAIRS PEN RISER M I LIKIUK STAIRS ETD LOWER LEVEL CLOSED - OAK TREATS, PINE D PLYWMD RISERS, PINE STRINGERS i0 UPPER LEVEL - COPPER STAIR INTERIOR RAILS WALL ows 3r BOLDER OPEN RAILS BY B'l'ECER INTERIOR TRIM I =CENTENNIAL (2 PL SYS-EM) - PREPRINED PINE FELLA WINDG'W JAMB IP- WALLS W/ vc FLAN 11EI11H I HPLELER EXTENDERS TO RP TO PIT) [RIM ACCESSORIES =COVE DETAIL SIMILAR TO CALDRON HOLE - SEE DIX4 WVAN SHELVING =CLOSET CLOSET MAID WIRE =DISPLAY NOT APPLICABLE INTERIOR DCIDRS -SLABS 4 PANEL - HARDUARD -ANMES PREPRINED PINE -TRANSOMS NOT APPLICABLE =HAPPAARE LUZERN LEVERS: SATIN NICKEL FIRE RATED DOERS =90 MINTE &SHORTLY - INSWING FLUSH STEEL WARDWWARE LEVER 3RUSHED CFROHE 00MYRIGHT BY EMPYREAN NIFPNATCNALLI6 {■I ACORN. EMPYREAN 030 MN4 STREET, ACTON MATS. 01720 A ORNR. BOG' ICE-M15 CLIENT NAME: HOYT RESIDENCE SOUTH DARTMOUTH, MA SHET NAM' INDEX ON: E: MAR/27/2OD7 BC BP 5/22/07 MS SHIPPING DAM, COASTAL A:6 N0. I PACs NO, # 3355 CVR INSULATION STANDARDS pI_AN LEGEND "RESCHECK" COMPLIANCE CERTIFICATE (SEE IDERIN •A= IN WE DETAIL BOOK) DIMENSIONS ABBREVIATIONS ACORN USES A 52< REFERENCE GRID. WRENS'NS ALWAIS OItRFCL A -AWNING LENT A'FAflENT 6.IC-UNE RELATIONSHIPS F THE TINY' OEAGREi SAL. -BALUSTER RIDGE/MF) EC -BROOM CLOSET (NEC FREE All RI BTANDARD ROOF (R-31.H WE DIMENSIONS ARE EXPRESSED IN A THREE -EMT NUMBER SISLG. ED. -BOARD jd REPRSENDNG, FEET, INCHES. AND SIXTEENTHU BE -M-FOLD DOOR i/ RLGRxc BWG.-BOILCING REScheck Software Version 4.0.1 IS LTER RAFTER VENT NOTCHES --_-_-----\\\ A HIT UNDERLAMBEST C-B-t2 -SEAM iSEA. � i �9YTEENTH$ BM. -BEAM Compliance Certificate SKriJIG1T (R-3.33): 95' PLY SHEATHING INCHES L - -CLOTHES CLOSET • ACORN VENT SPACERS CANT-GANPLEVER LOW-E ARGON -FILLED TEMPERED • ME DUEN90NS ID-B-12, FOR EXAMPLE, REPRESENTS10 PEER. B INCHES, AND CLG. -CEILING SAFELY LAM. NSULADRG CUSS ATRC �r R-30 UNFACED FIBER CLASS 12 S%TCCNiHS, CR 10'-BAs CONE. -CONCEPTS ROOT 6-MIL POLYETHYLENE MOST MATERIALS CJPP'•Im ARE OUT TO EXACT LI)NOTI S, WISH An- CONT.-CONTINUOUS ProjeDt title: Hoyt Residence • N• GYPSUM DESIGNATED BY USE OF THE THREE-PART DIMEIGION SYSEE SOME CSMT. -CASEMENT Repel Date' BSR2F7 BOARD MATERIALS. SUCH AS no -I ROx 9:!S. ARE P'i2PDED IS STOCK 1ENGIHS Cd. -COLLAR UE V PRE-CUT FOAM BLOGcS FOR MD ONTWG BY BURGER, AWARE G'.61! FUL FOOTAGE D[SIGNA➢DNS'. D -CLOTHES ORYER OMAIslii I'AsSIM'S .RR IlaGnk HELD TIGHT TO GHEAIHNG WENT PASSAGED (NET FREE DBL -DOUBLE ol NSA- 8.4 IMF /L B-O-D - GET TO EXACT LENGTH BY ACORN D.F.-DOUGLAS FIR Ene"JWCaee: $..InMoDnD1N9eLIa E_OwrnVDPIn 6-MIL P0:_L NDUSNE Br ----- STOCK LENGTH FOR FIELD Or BY EFR OER oR -DOOR O-ODR Sorb Da"ay. DeE MaasacM1uaeHa E -EGRESS, EXPOSED corelmmm Trye: MOIL Family. DeleeM1ae JOINS SEALFA MEN TAPE EL.-ELEMARDN HEIGHT H.G,Type' OtHer(N.d.Elerne ResI.Loe) SUPPLIED BY ACORN AN ARROW IS A OMENSIDR TO THE FACE OF AN ELEMENT. GLASS LAD FLOOR F."CAR, Area ORii o; 5.6 SCOFF M_AWRE r0 TRE SLAB OR SHEAWNG SLIB-FLOOR 9Ji EXTERIOR CLEV. -ELEVATION, OF Heanrp Wg•ea Dep: 5436 WALLS AID OMEDSIONLD TO THE PRIME OR STUD FACE. (WHOM R THE (NEW OF BUILDING) LENT PASSAGE (NET FREE E%P. -EXPOSED COMrrxlbn BYe: OwnerlAgen;: Deslarer/ConlrstOr: AREA= R4 N�/IF) MWUk THE) EDT. -FRENCH EOUN DaM1mo%b, MA FD -FRENCH G DOOR STANDARD WAIDOW HAND WAµM dipow GR NRZ FG -FIXED GLASS MESA'GRAPHIC �—ARPOW GAAPHt FNDN.-FOUNCATIOV •.. _.,.._ -... .. ... ,. .,o: ...,.. PETER W TONE' ARGON BUD - E0. -FRAME OPENING MSULARNG CLASS (P.-29): A CIRCLE IS A OMENSION TO THE CENTER ONE BE AN ELE T, UNIFORM FP -FIRE PUCE PgPIDIONS ARE NORMALLY DMENSIONED TO MEN CENTER Li FTC. -FOOTING , '�` DELTA FARE [LASS (R-2,9); BE. -GLASS �_HANC DRAN9 1.1POIER Wl.N4 GYP. BO.-GYPSUM BOARD LeNrpf Ulrotlrzl CeinnOl EFF W0 BOLO ao 1a6 CENIERUKE OI NIERLINE HOP, -HEADER VA.. I1:N I: MG FrarrHE P.- Psne vMM1Lw E: tl 0.510 . PE11A SMART SASH III W/O CGP • I HIGH. -HANGER We11:W M Fert WARAW.c.: In. R 130 6R US (R_2 y} HOT. -HEIGHT Gunge reniWWmeFreme:Nuda PaneW With Una£ sR a.9> t33 WIDX PELLA SMART SASH I SYWEOIL& IND -H -INTERIOR (R-2:4P): 711E ROAD 6.U( HAS UNE APPLICA C DEEM ED WE CORREET By SYMEY O TNT: -INTERIOR Awr"q Wn6w. VlrcE Frune:CeWlpPme WE L P M D.3n9 98 AN ACORN BUILDING. NE DESCRIBED DETAILS ARE INOCAIED BY SnEOS AT. -LAM I FleeI DR..vmm Frwm:awma vane Mm Lay.E: 3u &..1 ¢1 OPTIMAL PELLA 6MARA SASH III W/ MST FLOW - ON HE DA0.WNG5. AS CESGRIBED BROW LAM. -LAMINATED Dow so Glass: An n3R0 ESL OGP (R-].BS): MST .JOIST N -MILLED Door 3 SKIO BC ORD 4 p[TAn MOG'CR M MAX. -MAXI D TO SLY•' Deer B;sOHb: M p.1BD 4 PRE-CUT DETAIL TO REFOUND IN 1 X. -MAXIMUM Bd WWH Walls: Sore Ao�ugwMazany 19aP 19D Co 19 ELAN¶LEVER (R-]0.1}' EDAM BLOCKS - THE DETAIL BOOK MIN. -MINIMUM W'A.1R¢.6 PRE-CETBLOCK A9 PACE / N DEFAR POOL MOO. -MODIFIED dKIWARN.Laaem TE' T4• PLY SUBFL064 FOAM BLACKS DETAIL BOOK SECTOR W1fff SHOM' TWO LAYERS O UNFACCC R-19 FIRER GLASS N.LC. -NOT IN CONTRACT m: SiN eeprb ¢s JOWLS 1N FOAM BOAAOS IM)1E IF A DETAR PACE 6 BEC`;S RDf A LETITA. 1NEY li IS FftINO IN WE N0. -NUMBER Flae...,.Nonee7rmea 19e taD sa HWEENRRP DETAIL BOOK N.T.S. -NOT TO SCALE 2:AUWWNJlN3tt 2AEED BTH CAPE 0/G -ON CENTER G.W1.WCeiSlTry ED. UH.A.i AD Sllse: tlp5 190 0.0 41 tTG• TAG BOARDS OR k• ttftYOOD SUPPLIED BY ACORN j ADDITIONAL DETAILS THAT AP.° IMIOUE TO A BS'-DING 0.RE R:CICAIED PG -PAGE DFL ols AS BELOW: - PKT.-POCKET Gw1KrrM Nealmg 9yalem: Roma H. Aie BJ AFVE DETAIL ACORN PLY -PLYWOOD Carnal Snlemmr[Tne props 4MVlMrgc si Cmcnbetl M1are is mn reel R,M bit' DETAIL TO BE FOUND ON A P.T.' -PRESSURE TREATED calm ati subnrErcawMe mm ce � 9MnniRoYMPill amoner SILL SEALER THE SET OF PLANS 9 PAGE/IN DRAB4GS RB -RIDGE BEAM epPW I YHe praposmbWaND lre4a ea greet erfaeMazeacYlnefre En Lgy Gaffe _ WHERE SHOWN REF-REFRIOGERATOR rpryheme POiYJdn o. I and in umrpN wnb AND manesrwy DWATmidifloe In FOR, RESc DFRlnspadpe ClcUnw, SLAB ON GRADE ER-T6.9 AT EDGE): REO'D REWIRED TNa Hn-d nil N ' b'a mdmn bee n epwepHWW nee bee ee 11in, me dEOE bld Ali D lgn BASEMENT WALL (R-111): SECTION INTCAT°R Cone' 1c m CMe. eHVA eWIpmenlsax tau itormlth-Wltlingeb ttenogmc rl n125%olflredaign 4, 930 REV RENSEO, REVERSE CROSS A 1 And Ad SpecNee In $eplop6 ]e.'ILMR 131naMN.1 6TS) POLYEAPS SUP LIEDVAPOR GAPRER. JGNTS iNRU HOUSE ('--'� PAGE A IR ceARNGS S.C.O ROUGH OPENING EE4ED WFH SAFE SPEWED BY. ACORN. VAPOR R-11 Y CSIM ED POLYSTYRENE �'CJ� SSOLID CORE BARRIER MAST BE COVERED R , W GYPSUM FOAM AT SLPB EDGE N':PE SF.CNIV S.G.D.-SLIDING CLASS 0004 Nams.T a Sgwue Dale POARD DR EOPVALUT N S-RATED MATERIAL 1• ETRUDED PoLYSTYRENE FOAM SGL -SINGLE BETWEEN SLAB AND FOU!OARCN k 01 NOTE FOUND ELSEWHERE r== BEAM A90AE STM-SM.LAR R-13 UNFACED FLEET GLASS - UNDER MERE SLAB OR PACE BEMIRE PARTIIN SL -SLIDING DOOR 2.3 BMRNC 3• MN. SAN) OB GRAVEL ME © OODLES CLOSET U SHELF) (DBL TOP PLATE) SP -Swi PATIO NOTE: IN UNFOUBLED SPACES SASTTJTE 6-MIL POLYETHYLENE UNDER FILL L LINEN CLOSET 5 SHELVES •� CAPPED WALL SPECS. -SPECI T AHONS R-11 FLAME RESISTANT FOIL -FACED PEER 0 ( ) ESL. -SPECIAL GLASS FOR R-13 AND POLYETHYLENE 2• EXTRUCEO POLYETHYLENE FOAM CO ® PANTRY CLOSET (5 SHELVES) (2sG OAK LAP) SY SYS -SYSTEM 2' SLOW GRADE SUPPLY HVAC NET 7-TEMPERED ® IR.LW CLOSET C SHELVES) TAG -TONGUE k GROOVE SILL SEALER MIS -TRAPEZOIDAL GLASS CONCRETE FILLEDRETURNHVAC FUG' MEL. -TOLERANCE DUCT SPIDEFF _ LALLY COIWV TYR. -TYPICAL BASEMENT SLAB ER-5L): He 4z4 NEED POST (3'h'a3R� ACORN SJPPJES9 VERT. -VERTICAL Hqe PeaMerce Pope i m 4 LOOSE NAG POLDER VC, -VERTICAL DRAW 16W 4' SLAB - B 311LAMINATED POST c TO FRAME W-CLOTHES WASHER - 3• MIN. SANG CR GRAMN DLL __ L_ W/ -WITH R-S5 F EXTRUDED POLYSTHDNE WINDOWS: FOAM RUDER ENTIRE STAR 6-MII_ POY:IHYTENE LAPPED TO VAPOR BARRIER IN WALL R%ED fASB1ENT CU<S RVDOW' RN! 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B MAX. ©= WINDOW Bill TEMPERED CLASS E'_EVATION NEW Eb 9pp Psi, E-1.600.D0G PSI _ 2x_ µNH FRAMING LUMBER AT LENGPIS LESS THAN B <{ALL BE EPF(S) /2 OR GENERAL INFORMATION SCALED TO FIT 1 iM' FRAME CASEMENTS An Fool OPENING HAVE A NET CLEAR 1PENING WORT BE Nds HEN -RR STD (MADE (Fb=550, E=1,100.000, RE•1100) MAR/27/2007 BC D e/no/m _I1AR AT CRYWALL @' CLEARANCE AND OPEN AREA GF 5.7 SC FT MIN WITH A MAXIMUM SEE HEIGHT OF 43W. - 2e µALL FRAMING LUMBER AT LENGTHS GREATER THEN B' SMALL BE BPF(S) A1/2 fm=n]5. 7.1400000 FcX=I150` - - f JIL WINDOW OR DOOR BEYOND DOORS: C rc---FY9Y 519E DOOR Y CESIGRATONS SJDIPG DOOR _ k 6x_ POSTS LEES PAN 10' ARE DD CUS RR -GAR H /2 (Fb=900 PSI, E=1,600.°00 PSI. Po4=1350) _• _� _r _. _.._ ylrowc DATO o a ro�MCHES PD CFN- HINGE PAID DOOR _ 4y k BX POSTS GREATER TXAx ID• SHALL BE OWCLAS RR-ODLAM COMB3 I DUCT SOFFIT(SECTION MEW) N_FEEE FD FPENO10oO (Fb=1B5C PSI, E-1,900,000PSI, Fp)=23CO) COASTAL �. A SCALE: h•=1'-0• NIEPoOP ^� `'ONLY ON �N RIOt BE BI-FUD INTERIOR WG4 RN YELLOW G Si HE x2-2xiC'SEW (ENNLE E-UOTHEM COPOIEDESSURE HEATED CECK HUBNERS SIN PAGE N0. SOF O GOLD OEYJTROCRDOBCR SNti11 BE TO f6 IEkC1H. •��q��� CXIERO 1� I I AND 400 MUG' AS FM SOLID STOP( FM LENGDIS CREEP. THAN 4"-6" N LENGTH I TIT V V V V I I I PUN NEW BUILDER TO PROVIDE ADEQUATE VENDLADON AS PER LOCAL BUILDING CODE. NOT`c P.T. Bx- SILL SUPFUED FOR ALL WALL NPITONS S'HNG ON CONCRETE NAM /C N6N1N S6YR'/T1 Ib'1QE icN::Rt4 S —9YYE I£@F@ WSAE OEEC.1 EIALL K WGALLE0 WIDE EACH 4IISITE 5 LITNE AREA N ME NMGA'f WHITE U E RRDOMS AND RE EACH STORY 6 ME BAILERS .C,U)NC BA4.NE TES AL OERCitlK WALL 8E C.IECRD 10 A S6MNAG 0DENCs_ OR OT'ER OETECN15M. 1C PR)E AUAY AND BLE N ALL 9II'. AHEII ALL CE1 UNS STALL BE APPROVED AND ETTED AND SiA4 BE NSTALLD M ACIBHIANCE . NIN,.1RSA'S NSThUC11CN5 [By.. 1A1 EN! ..16 AND SEP .1:1 ODE >--JHVAC SOFFIT OBER. ACORN TO SUPPLY LOON !\1x3'S. BUI TO FRAME SORB AS REWIRED. SSE DETAIL ON PACE 'I' THIS SET. 96NC Bf B BUILtlDNT WAD TO SUALL MAIERINS, PPLY DETAILS, AND UEOER ODSOR BY BUIIDER 0.5 PER OWNER. EXTRA LINE AT. FXTBRIOB WALL INDICATES FOIL FREED URERIANE INSJLATIOC SUPPLIED k INSTALLED BY EUILDI (SEE CETAL R�ON PACE EO)) INOI`— CgES STRAPPING (BY BL40ER) I MILDER TO REFER TO DETAILED CABINET DRAWING FOR FINK RINI k PADI LAYOUT. APPLACE k FIXTURE LOCATIONS AND PEUIED PARTITIONS. 2' LANDING k STEPS 10 MAN AS REQUIRED BUILDER TO SUPPLY ALL MATERIALS DETAILS. k AMR, AS PER OYSTER, 30 FACTORY -MILT STAIR TO BE INSTALLED FRIED TO GYPSUM M. INALL RA'ISH. (SEE MC) RISER= 74' k TREAD= 10' q VERMONT CASTING BODD FIREPLACE INSI AND HEADED BY BUILDER AS PER OYSTER. BILDFP. TO INSTALL LEY MANUFACTURERS INSTRUCTIMS AND LOCAL CODES. B OUTSIDE SHOWER - ALL MATERIALS, MINES AND LABOR BY BUILDER AS PER OWNER B RETAINING'WALL BY MILDER. AS PER OWNER AS RDOMED BY ME SEE CONDITIONS. 7 ALL SHELNNG BY BUILDER, BUILDER TO SUPPLY ALL MATERIALS, DETAILS &LABOR AS REWO AS PER CYAJEP.. 80 SO MNUTE RAID STEEL POOR W/ $ZEE JAMBS k HINGE ^SPRING V BUILIIFR TD SUPPLY ALL 4ATE:RIAIS DETAILS k LABOR A5 REOIRED PER OWNER. 1 INDICATES h4 DIAGONAL HEADING LAID FLAT AND NAILED TO EA, NED EDICTS. OPELLA DESIGNER SERIES MIT MM SNAP -IN TSTA N-NE G_ASS EABRIIC SHADE1 MIEN SHADE, RAISE 6 LOAM FROM TW WIN. OCOPNMOKT By EMPYREAN mE NITCI0.LLI ACQRN nEMPYREAN ELSE MAIN -REg. ACTION, MASS. 01720 ACORN® IB 727-332 WENT NAME: 'HOYT RESIDENCE SOUTH DARTMOUTH, MA SiEET NAUE LOWER LEVEL PLAN SCAIEO 70 PIT DA1, MAR/27/2007 ETC BP 5/22/07 JWS WRITING DATE COASTAL .GB ND # 3355 2 / �L e1rt\' yr � J� l.0 \� � }/ ��✓ spy )" r T t + IL "Et 419?ILL _ — --I�X •���, L POST B 8- F 4121A BG82 frt X�jJ A .. MASTER DB BEDROOM (THAT CE JN.) it W.LC. 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M ENTKY- _ �H - 1C-0la• I Iz1 - - --- PORCIi- /GLIBDELWi / RA It EEE ` m 9s 9 ZS 5 265 POST 0FI8-4 10 POSMd®FIBL1-lo LANDI : 11 CARPORT Alp Ilo I ILA II'I^I IS'-B IjI 1 9Y-O' 9 amI orm TIRO -- -DOOR FRAMING k D?YWAI SHINS SEE DETAIL BOON PAGES L1-L6 -WNDOW & DOOR SEC MTV. SOON PACES LIO-1-29 -ECLARWM: YE DETAIL PO N PACES L10-1.39 -COMPONENTS : SEE DETAIL SUED PACES L40-1-59 Bl� D IRIP/I?7k THE LAMINATED MANS LIST) N MIS 4WSE ARE TYPICALLY JN' AIDE. ACSN RECOMMENDS THESE BEAUS ONLY PL EXPOSED IN AREAS 'WORE WERE IS W PARTITION UNDER THE BEAN, IN AREAS WLER- A PARTRp! IS UNDER ME SEAM SHIN WE BEAUS wn 3/I6' X 3$ X B' PLY SHINS PROMISED ffE GERAILD 'I/LS k 2/LB-IN ME CI BOOR FOR S11M LOCATORS /C Oism,ac SMi/GoRm woomo E tt1E0t s -114E MEGRIM LpE BE£CIORS 9NLL BE MSALLED WEBS LAOI SEPARATE SUDI AXA IN INS ANUMIAR MI Y EEDROWS AND M LASH STORY C" THE URLLMG INCLUOUS BASEM:xS AIL BC'ECTT BALL BE CLNIECRC TO A SSUNDIV'G MMEE WOMEN OETC2 S N PR0.WE AN AtIFM ANNAf M All BUt AREAS. NAIL EIECICRS SHALL BL AWEO'AD INS USrC AW SHULL BL NS-ALLEc N ACCORDANCE WM NASUFACSIPERS NSTAICTLNS [REF. 70 CAR AUDI INS Ill CAR SI.Wj EXTRA ME AT EXTMIOAR WALL NMATES FOIL-FACM URETHANE MIILASWN SUPPLIED A INSTALLED BY BUILDER. (SEE DETAIL Bco( PAX Y5) - - �INDCAM STRAPPED (BY BUILDER) BJILDEF TO RISEN TO D_TAILED CABIN'T DRAWING FOR FINAL KITCHEN k BATHROOM LAYOUT, APPUACE k FIXTORE IOCATCNS, AND REAM PAR➢TONS.' 2 DEAN CON 5 FREE STANDING S70VE AND HEARTH BY BUILDER AS PER D'OM MOM TO INSTALL PER MANUFACTURERS INSTRUCTIONS AND LOCAL GCOES. 3 FACWRY-B'ULLT STAIR TO BE INSTALLED PRIOR ID GWSUM ED. WALL ENDED. (SEE II RISER- 7YO & TREAD- W' A SH LVINC BY BUILDER. DUBLNER TO SUPPLY ALL NATRIALS. DETAILS & LABOR AS RI AS PER OWNER. 10 ATTIC ACCESS: LOCATON PER DOER. BUBCER TO SUPPLY ALL MATEII DETAILS H LABOR AS REOb PER 100AL CONE. (MIN. 22',30T TUB. PLATFORM & SLOWER SIZE BY PM IR. Alt DETAILS, MATERIALS & LABOR BY BLOB. BCILTER TO PROdDE ACCESS TO MECHANICACS IF WHIRLPOOL TYI NB IS (LOCATED ON SPECIFICA➢ORS BOTTOM OF WINDOW 0 41' ADM SUBFLOO,RING. 0,7 OPEN DECK SINK TO MADE N/ 9 TPADS & RAIL ONE SIDE (SEE D12) RISiR TSL' kTRELL= 10' b PREFABRICATED FR'PLAS AND HEARTH BY BUILDER AS PER OWN-R. BUILDER TO 99ALI- PER MANUFACTURERS INSIMICTCNS AND LOCAL CODES. 'ERECT VENT B ENTRY DOOR & MI DETAILING LABOR AND ALL RELATED MATERIALS BY BLI DER. BUILDER TO SUPPLY ALL MATERIALS, IIETAS, k LABOR AS RECURN PER OWNER ,11 OPEN DEN STAIR TO GRATE W'/ 5 TREADS & RAk DUE ME (SEE D12) RISM= 7W k TREAD 10' 1 M PLYWOOD SHEATI APPLIED TO THIS INTERIM PARTITM FASTEN PLYAOM W/ 10D NAILS 0 NO O.0 0 POTS IN IT C.C. FIELD. r.N POST TO BE TRWYED OUT R+TH COOPER MI STOCK AS •`J PER OWNFI BUTBER TO SJ. PLY SELECTED ST=. DETALS AND LABP,. O PELLA OES01, R SERIES IN T WITH SNAP-N REM EN IFc GLASS Fn ?IG SHADES WEN SVADE RASE & LOWER FEW TOP DOWN. g ocaPrR GAT BY EMPIREAN ATEIUTATIRULLlc ACORNaETMPmEJw J 930 MAIN SIR EI ACEON MASS 0172B N1A 9S0 727-7325 CLIENT .AE' HOYT RESIDENCE SOUTH DARTMOUTH, MA UHEET NAME' ENTRY LEVEL PLAN SCALED TO FIT DATE MAR/27/2007 BC BP 5/22/37 JNS Ellro.O DAIE'. COASTAL JL'B N0, PAC; 40. # 3355 3 LW.LNNG L�-2 —__-9 cgnmw iRneIIIaR Tom — -DOOR FRAMING & DRYWALL SHIMS SEE DETAIL WDK PAGES U-B -MNDOW & DWR BE DETAIL BOOK PAGES L1G-L29 -SOLAR.UM: SEE DETAIL BOO( PAGES L30-139 -COMPONENTS: SEE DETAG BOOK PAGES L4o-69 ®G[ QI'ML APPLAUDS THE LAMINATED BEAMS USED N THIS HOUSE ARE TYPICALLY W RIDE, ACORN RECOMMENDS THESE SEAMS ONLY BE EEPOSSD W AREAS MERE TTI IS NC PAR11TON UNDER THE BEAM. IN AREAS MERE A PART➢CN IS UNDER THE BEAM SHIM TH BEAMS UPON 3/16- X 3EV % B' PLY SHIMS PROMOLB. ME DETAILS'I/U & BABY IN THE DETAIL BOO( FOP. SHIM LOCATONS. SX fYBN111190£AY'JAm WONlIVE 111.1. 5 1YJYE DE4LIOS SVCNE DETECTORS 9'Alt BY NSLALLEJ II EYGI SEPARAB SLEETING . -A IN THE NPFWR MONITY V 60RDO S AND 0 EACH STORY CR THE OM£LM6 INCUgIII.^. SAOMENTS Al DEIECiMS SYN1 BE CONNECTED 1D A 6D.NDNG..NS BY CINER OFTF . TO RSNDL AN ALARM. 11.E£ N ALL E1.1.G .1 AL ALTETOPS SIIUL BE Y'a0.0M0 AND La2D AND SNLLL K 1NVALLED M AUSER.'s W'Y uANUTACRSEas NSFucTIOND Der. 7w DIP z&MD B w 41 CMv M.) EXTRA LIE AT EMEFOR WALL INDICATES FOIL FACED URETHANE INSJUTON SUPPLIED & INSTALLED BY BUILDER. (SEE DETAIL BOOK PAGE MB) INDICATES NO (BY OBLOER) BLUER TO REFER TO DETAILED CABINET BRAVES FOR FINAL KITCHEN & BgHBCW LAYOUT, APPUAC£ & FIXTURE LOCATIONS, AND RELATED PARMI 10 COOPER DkCCNY RA'L BY BORDER.. ALL MATERIAL OETNLS & LABOR PROVEED BY BUILDER AS REn PER MEN, 3 FACTORY-BIALT STAR TO BE INSTALLED POOR TO GYPSIM RD, WALL FINISH (SEE M3) RISER= 7W R TA AO= 10' Q4 ALL SLUMPS BY BUILDER. SNIDER 10 DEEPLY P11 MATFMAL$ CETA LS & LABOR AS REND AS PER OVER. 5 ACCESS PANEL IN WALL. BUILDER TO SUPPLY ALL MATERIALS, OETMS & LABOR AS REO'D PER LOGY CODES (MIN. SIZE 2F%C-) 6 CDWER STAIR RAILS BY SUNDER. ALL YAMR'&, DETAILS & LABOR PRWDED BY MILLER AS RTC PER OMtER. oCOPYRICHT BY EMPYREANIAiMAHONK, MC, T... ryj�(■ACORN EMPYREAN 930 MAN STREET, ACTI MASS. 0172C AcnRN® ro 7- ^5 CLIENT NAVE HOYT RESIDENCE SOUTH DARTMOUTH. MA SHEET NAME UPPER LEVEL PLAN SCALED TO FIT DATE. MAR/27/2007 BC BP 5/22/07 MS BIIiRNC DATE: COASTAL . NO. # 3355 PAGE NO 4 I I I I I I "___________________________________________________=====4==== I FRONT (NORTH) ELEVATION A-' — ' I --- ..... - Q - MIAOW WT-I MINIMUM VET CLEAR OPG'ING OF 33 SUTARE FT (24 N,2CN MN.J ® = MVOOW NTm WMPIXFD GLASS NOTE: PC -LA CLAD WINDOWS !DOORS ME INSTALLED IN PANELS. SEE PAGE'16' NIS SET DETAIL'L' FOR TYNER APPUCARGN AROUND CLAD MNOOWS & DOORS. BUR. TO APPLY MEMBRANE TAPE AS SNOWM. TAPE IS DUPRIED IN 9', C & 4' WIDE ROLLS 9" IS FOR PEAMETER 6' & 4' IS FOR MUILON BETWHO WNOONS k GOLFS. CLAD WMDW'/DOOR 7RM: 5/4x4 CEDAR TRIM 0 HEAD &SIDES, WPU CEDAR SILL O BOTTOM. TRIM 6 NOTOIED TO LAY RAT AGAINST MIAOW RANGE. 1 STEPS TO MADE BY SUR. FLOP TO SPPLY ALL MATERIAL, DETAILS & IMOR REDD. 2 TO' Mk FIGERGLASS COLUMN W/CAP & BASE. COUMN IS NOT STUMNAL FLOP TO INSTAL 4x4 POST ON PA44E-T2 POST ANCHOR 0TIME OF COLUMN INSTALLATION SEE S45 FOR COLUMN INSTFLLMON, METAL RUES k CHA I TOP PRONGED 6! EUIUDER. 4 POWER TO SUPPLY ALL MATERIALS, DETAILS, & IAIR AS1 IPFD PER DINNER RETNFTNG WALL BY BUILDER AS PER OM F. AS REOURED BY THE SITE CON'RTIOS. V FOR SOLARIUM INSTALLATION SEE SECILN'R' IN THE DETAIL BOCK. ,07 PELLA OEUP GR SERIES UNIT WITH SNAP -IN D TAEEN-THE GLASS FABRIC SHADES LINEN VAOE, RASP & LOWER FROM TOP DOWN. c COPYRIGHT BY. EMPYREAN mBaanwALLLc w. �m7C n.d`MP`:,.. ACORN a EMPYREAN 930 MAIN SERF T,'ALTON, MASS. 01720 CLENT NAVE: OT RESIDENCE SOUTH OARTMOUTH, MA SHEET NA.e FRONT & LEFT ELEVATIONS SCALED 70 FIT DATE MAR/27/2007 BC BP 5/22/07 Jn SH"IING DATA COASTAL Roe ne. PAGE xo. # 3355 5 r_____1!- _________- REAR (SOUTH) ELEVATION I I I r-----------,1 TL---------r-----------,L---------------------Jam----------------------------` L----------- J —J------------ L----------- J _______ 1e. —J RIGHT (WEST) ELEVATION Q = WNOOW PUN MINIMW NET CHEAP OPENING OF 3.B SQUARE R (24'620'W MN.) iE = MI M H TEMPERS GLASS NO70 PELLA CEAC WPIDOWS W DOORS ARE MSTAMHI IN PANELS. ME PAGE'16' THIS SET DETGL V FOR TVEK APPLICATCA! AROIMD CIAO WND06S IF DGERI BUR. TO APPLY MEMBRANE TAPE AS SUGAR TAPE 5 SUPPLIER IN 9, V & 4' WDE ROILS. 9' IS FOR PERIMETER 6' It 4" IS FOR MUWON BETWEEN WND0Y5 Y COERS. CUD namoWI TRIM: 5/4A4 CEDAR TRIM 0 HEAR k SIDES, SHAPER CEDAR SILL 0 WIT^N. TRIM IS NOTCHED TO LAY FUI AGAINST RNUOW FLANGE. 1 STILLS TO GRADE BY BEER. BLOB TO SUPPLY ALL MATERIAL, DETAILS A, SABIW RE7D. 10' NA. FIBERGLASS COLUMN W/CAP R BASE COLUMN V IS NOT STRUCTURAL BEER TO INSTALL W POST ON PA44E-T2 POST ANCHOR IF TIME OF COLUMN INSTALLATION SEE S45 FOR COLUMN INSTAUATON. METAL FLUES k CHAT LOP PROVIDED BY BUILDERS 4 RETAINING WALL BY BILLER. AS PER OWIER AS REWIRED BY TH£ SIR CONDITKAIS 50 OPEN DECK STAIR TO MASS W/ 9 TREADS h RAIL ON'E SIDE (SEE Ott) RMR= 7 & TREPO= 10" E OPEN DECK STAR TO GRADE W/ 5 TREADS A RAIL WE SIDE (SEE D12) RISER= 7Y k TREAC= 10' OOUTSIDE SHOMER - ALL MAMMALS. CETNS AND LABOR BY SELLS AS PER OWNER BOHOMZONTAL RAVING BY FULLER Q PELLA DEBI SERES UNO WTH SNAP-N FETKEEEN-THE GLASS FABRL SHALES. LINEN CHAR, RAISE A DOWN HODU US? POW. COPYRIGNTT BY EMPYREAN wRONALAAAL MG ACORN IENaYREAN 900 MAIN A61CN Ml55, OIRO ACORN'R Q000. VENT N"N- HOYT RESIDENCE SOUTH DARTMOUTH, MA sRET NAue - REAR R RIGHT ELEVAT10N5 SOAI.ED TO FEE LAL. MAR/27/2007 BC BP 5/22/07 JWS A4R'INO DATE COASTAL ,,B W. PALE N0. # 3355 6 Ro-o iC'-C' I2•_D" —Sx10H FEE. D 9A X-V 202 RAFTERS 0 24" O/C Bk" 3Tbv19Yx -- - A 18 - SH1]V49M - tCp C� ROOF TRUSSES 0 24- O/C - BEDROOM LOFT 116 TO CEDAR I O CEYJNG FLOOR TRJSSES 019Y O/C. - Sx11w EM 18 .1w MM to 1n P 18 A 17 DAL 2x6 J P.T. SILL I2' Bw.� PLAT CENNG 2,12 RAFTERS D B'S 0 2C O/C 0 24' O/C 8 2,12 RAFTERS 0 24" O/L AY FNO 2a6'S 6 24' O/C \ _ 503H BN MASTER BEDROOM - MASTER BATH by 17 F.OW_IHJSi 0 19.2 0 C sx13H Du NLWT Man STORAGE e x GARAGE x EL DER TO APPLY M" W FURRING GWEN TO WALLS k W/ P.T. 2x4 4• GARAGE 9AB TO 4DPE 0.G CWNON TO FLOSS SHOP BY FILM 2' T06ARDS DALES 4. 0 REAR AALL TO 0 CANALS DOORS SECTION A -A m tlY KITCHEN LIVING x A x 17 P.L 2.13S AR 0C BILL. 202 MST FLOOR BUSSES 0 19.2" 0/C L-31755 P.T. %1. / UNDER SNEAK WALL DEL 2x6— P'T SLL - AUSTIN'S OFFICE RECREATION 20 BRING W/ P.T. 2.4 SHOE BY BLOB e 4A3 SECTION C-C 17 DEL. M J P.T. SOL B 12" 8 II' BM1 3Rr1<.N PIA WALL PANEL A is 202 RAFTERS 0 21' O/C C 2d0 RAFTERS 3Hz19R HP BM 0 24" 0/C I _ III II � III I - BATH FLCA?'IRUS53 6 19.2 0 C 5atw EM - D LIVING At STUDY D O v —T( F W U< MISSES 0 16' 0 C 11 FLOOR TRUSSES 0 19.2" 0 G 501w BM IDd IE'-V RECREATION - - 2x3 FURRING W/ P.T. 2x4 - SHOE BY 81FR 4- SLAB In SECTION B-B LIITTED COUAR FEE D'IM 0 SSA" 0/C F. STA'R"CLCYD ENTRY IEVP. h1D'S a/c BPPE3 1AN01gG �0�\I6" Sxi1V. BM DEL .s c P.T. SILL O2 PFE-BILT 41 LOWER LANDING STAB CLOSED r;i 2s10'S 016" 0 C LONER lEV£l 10 N? L de A 17 -EP 2x6 P.T. SILL FLOOR AND FR/JtMC WYBER GRADE JBSB AND HEADERS OF FLOOR LBEHG HEM -FIR RAFTERS R POOP SHALL BE HEM -FIRE MINIMUM OF OR BE11[R W/ A WNIMUM fD) 850 PS AND E OF 1,3DO,OOD P51 TOR EQUIVALENT) 3H" LAMINATED BEAUS WALL BE DWGLA6-HR MIH A MINIMUM Fb OF 2400 F9 AND E OF 1,8D0,00 PS (OR EOUI:'ALENT), 24T-VTR. 41 BEAUS SHALL BE DOL'GLAS FIR -LARCH NO. 2 MM A VINIMCM Fb OF 875 PSI AN? E CR I,60DOM PS (ER EOUIt'ALEFi DEB( FRA" OMER PJDE- ,iOIUS AND HEADERS OF DECK FRAMING SHALL BE PRESSURE TREATED (AM TYPE D 0.25] SUJTHERN YELLOW ONE N0. 2N A MINIMUM Fb OF. 1200 (FDA 2e8'S) PSI AND E OF 1,600.000 PS CH FBIIWIFNT. 1 COOPER BA' -CONY HAILS BY MIJEER. ALL YATETFA, DgAILS k LABOR PROWED BY BI AS REOD PER O'M:ER. 2 FACTORY -BUILT STAIR TO ER INSTALLED PRIOR TO GYPSUM BD. WALL TI (SE M3) MscR- 7w k TREAD- 10" } COOPER STAIR PALLS BY BU1UM All MALRM- DETAILS k LABOR FROVDED BY ME DER AS REDD PER YANER. oroFYRIGHT BY EMPYRE N JRFFNATlrwAlu 5V'% ACORN+EAPYREAN 930 NAIN BIRD, ACTON, MASS. 0720 RNB s25 m[xA xr.u2. HOYT RESIDENCE SOUTH DARTMOUTH. MA ELI NAM=: SECTIONS SCALED TO ED PATE: MAR/27/2007 BC BP 5/Z2/07 M SNIPPING DATE: COASTAL AIR N0. PACE NO # 3355 AND Mx 3NO SECTION E-E SECTION F-F I 1 B II 1 IB I I - - 212 I A O 24. 4' O/C O/C iA914 BFL 18 `Aa I I o1G �O n12 RAFTERS m Try' ®N'N 3kY19H BM. "O - �o IS 21^ 0/C RS x/ lv.un tv T i p 1B MFryQ J I 2AE PARRRCN la BALCONY RARE— BATH STORAGE Buwm _ z,E WALL WI 17 N RBDi 11111 6® 19: D C T9 \ D16d0'A ON SrIIW BM . I 16'd 1'-0 ve u PANEL LJMNG DINING .a 2NB WALL A 17 NBL. M NDOR 1RUESES '.T. SILL 5WK BM D b I 2, FTIRRM4 RECREATION BEDROOM e e MOE BY BEER 2A6 WALL B CWCREM SLAB 9A OBL 2 6 P.T. SILL vLv aava� v—v k BN 207 RAFTERS P IB C BEDROOM D PANELS 1,L7 - I FLOO2 TRUSSES ®19.2 0 C • t-oa/! S11N BM SOLARIUM - KITCHEN PANELS A D a - 17 FLOW iRJ55E5 6 142 O a -a eK Stllc EM J Pi.A T AL L E C " r AUSTIN'S OMCE PANELS NRRING sea: ev sm9 4' sue SECTION H-H ROOF TRUSSES rB 24' O/C lr Bn' —`la5 iffiG CEDAR I CEILING SCREEN PORCH P.T. BAD'S 0I4. O/C — P.T. ME. FLOOR AND FRAMING LUMBER GRADE. d01SIS AND LEADERS OF FLOOR FRANWG AND RAFTERS OF ROOF FRAMING 91A'J BE HEM -PR NO. 2 OR BETTER W/ A MINNIIIM ET OF 350 PSI MD E of 1,300,000 PSI (OP. EC'JIVAIFNT) ON' LAMINATE) MAINS STALL BE DWGLAS-F:•R WETI A MINIMUM Fe OF 240 PE AND E OF EBCNOO PS (OR EQUIVALENT). 29-W 4- BEAMS SHALL BE DOUGLAS FlR-LARCH NO. 2 W1H A MINIMUM ED OF 675 PSI AID E OF IDOI PSI (OR DOINVALENIJ. DECK FRII U)IBER. WARE: AISTS AND HEADERS OF BECK FRAMING MALL BE PRESS9M TREATED [ACO TYPE D 0.25] SOJ! 4 YELLOW PINE NO. 2/W A MINIMUM FIE OF IWO (FOR Mx S) PS AND E OF 1RDEO 0 PS OR ECUIVALENT. D DOPYpIGHT BY EMPYREAN xax+m ULQ ... •..ACORW,,-E YREAN 930 MANN STREET, ACTpI, MASS. 01720 ACORN®(awl 721-3125 CL£M NAME: HOYT RESIDENCE SW7H DAR7MW7H, MA VDIDT MAME SECTIONS - SCALED 70 FIT NA,: MI EIC BP 5/22/07 JWS S INc DATE: COASTAL im NG PALE NO. 93355 8 w OBL 2x5 P.T --- I EL .(a 8 2±' I A NA I II �I I I n1 ^1 I I �+I 1 I T ' CPIPNUOJS A OTING SHOAT SASHED FOOTIN �y 9A DBL 2x6 P.T. SLL 1 n'-n Nps' �___ _________ ___J .,. ______________ YI 1 EL(-) 4• - ELF) a- Top W "F CP OF FTG m I SLAB 0 REM WALL_—_- dl^ OBL 2x6 w i 1 9A _ P.T. SILL 1 ,T-01n' w 6 3 /f ------'I ' SLAB 0 REAR WALL 9REM OF �I - - 50yHA SLAB WALL H it c S Ln t l ip - 9A A ICI O i l d=_ I ]In' r ------I---- 9A —-' -- — - C 9A I _ 1 I•S I I Fo 1 do n1 96 I I Id IG * Ie 9A E (_) 4 ..: ELF) fi' TOP OF N W D.-3W. STAR 0 WORS = EL( r SLAB 0 LOOPS--- LO' -- 0'-3N- it N 1- Ii EL- ` IG'x20' CONTNDGD$ D OEL. 2v6 OBL. 2x6 DSL Zv6 4 FOOTING SHOW GASHED. ORL 2xfi p,T 91y I.E. 9lL P.T. SILL Pi. SIIL 9A ry ln' f-"/' 9'-4,/r z'-4112IF- 1r-z w• r-P 1Az_ 1 3/1f I. L+J L_ J Li I � � FTTp ML 2x6 9A _ __ _ ___ _____ _ ______ __ __, I R-2- j gLL I f-O IN• ts'-ll l/1' - _J FOR E Q 5,11N 9A i Ii � aM. I I i T I s l IT cJ I 14- 3/4' Y-11' IS'-11 I/f I o I o I I � 9'S4'xl2' NI I I I I O 10'xM- CO!lRNL REINFORCING EA. WPY. �'1 FEELING SHORN �fp I K I I II 1 -I I N _�-,�� _ t 1/H• I 1 9A 1 44'x12' 111 tOP S' 4• STAR I 1_ a4 (5) 8' HEAR p REINFORCING EA. WAY. I m 4-7 K I J 1 I '4xI2 W/ I (5) #> REBAR y REI'6CRGNC EA n'AT. >n 11 e I e a I �a A SELL 2x6 P. 9A 9A Ai \ I 26 P.L 9LL � I I I !,f I/1' g-y I I EL t 8-294 �DBL. 2x6 P.T. SILL EL(I) 7'-91k' TOP OF @' EA, S%ONB' ED.. s a A ED COLLARA - Il-- (4) W DIA HIM ANCHOR Ir BOLT LOCATIONS SEE GENERAL NOT, DETAIL PAS 9A TR'S ED.. .10-POURED CONCRETE TUNI ITON WALLS. SOL 2X6 SILL TYPICAL (UNLESS NOTED OTHERYASE) ALL SILLS TO BE PRESSURE TREATED B SUPPLIED IN 12' & 16' STOCK LENGTHS. BUILDER TO USE SHORTEST LENGTHS AVAILABLE. SINL1E PRESSURE TREATED BEL SUP'LIFED FOR ALL WALL PARITIONS SITING ON CCHDETE SLAB QI 2'-O-x2'-0-xi'-C' CONCRETE FTG UNGER SCNOTLBE PIER. LOCATE FTC BELOW FROST LINE AS REOUIRE➢ 0 BJILDA TO COONTERSNK ANEHOR BOLTS IN THIS AREA (SET i(F OF BOLT TO 3' MA% ABOVE FOUNOATON WALL) U x �LOI FROST ME ASREOLM. DT OFF FTC MEEW�FR 12• SO, PIER E' ARM FINISHED GRADE. ®LSTAINING WALL BY BUILDER AS PER OWNER AS FLOORED BT THE SIZE CCNDIiIONS ®(OPIRIGHT BY EMPYREAN IlTE TPV4{Lta -- ACOf2NVa EMPYREAN 9}9 MAN SEIZED AFTON, MASS. 01720 ACORN® B00. 727-325 E RESIDENCE SOUT SOUTH DARTMOUIH, MA SHEET IF ME: FOUNDATION PLAN SCALED TO FIT MAR/27/2007 BC M BP 5/22/07 JWS SHIP 114 LATE. )COASTAL l # 3355 9 WIAd.9IW BASIC BepBU.IDI 1. ENTRIN WH1 DIMENSIONS TT - m cg iLCOi SYSlE4 $ '�+ �ry rE __ .... FBI M SILL DPz 26 su 2 ALL FOUNDATION ELEVAIUM HOUSES ARE SURPRISE TO A ZERO MATCH PER %ERNS 2fW MI'AMI FEW A NW5 NAMOND A SLAB IS THE LOP SURFACE OF ME SLAB OF THE HEART ROM FOOLING ELEVA'IM 0 () IFFO MEANS 6 BELOW TOP Of STAR.As 3. ALL NOEL SILLS ME SLVNM ff YEN ME NWPAIXAr£ TRUSTS ITS STAB n TO B POLICED BEFORE ME HOUSE ARAIV`5 IN MAIL CASE THE PRESSURE TREATED 2,5 ON TIB SLITS MUST OF 91PRA BY Er B IInER, MOTOR BUTS ARE TO BE SUPPLIED BY TH MILLER, AND SET IN PWCATON AT APPROY 6 01 PM AS DEDUCED BY LOCAL Oro.) A UNLESS ON rRAWE N1FSCn0 MR DRAWNS SiCA HY FpNDAnM KFAS CE` EREO ON IO v20 MOTHER AT A DEPTH W 4. THESE PEPRESFNTATYf HIS MAY HAKE ID A BRIEF ANN ANY SPEGFIC MUNDATM, IN MOVE TD COMPLY MM HE LOCAL COINING DEVI 1. F QUl T A.GENERAL, A. rdE P SHO N0. 5 AP. LY i0 ALL STRUCTURAL 2ANP,ES UNLESS OMDETAIL BHWN AN NOTED 'T B. DETAILS SHOWN M ME RO NOT DETMLS SFfEt SXALL BE USED ntiFxEK3 APPLICAOF, OMEN DRAWINGS NOTED. 2 YFEARCE m OMR HARP DRAWINGS A. EEF LOCATION. CFL T DER MAx STRUCTURALFLOORFOR: END OF ROgt PMIEH AND NEW LOCATION FM OBY ARCIFFE In FLOOR SUBS FOR , RENCR II: WALLS RAM'OADWAY WO°NS REBUFFEDIIAL S, M1RC STAIRS, ANG E. E-C :CAL FFAnq:S, FOR ROADWAY PAN,D NW5. BEFORE STAIRS, LUBBS. OC. B ILAT AND I BE MERGED R BY XALLS PN] WCORB FM DUCTS. PBING. AIUT 4 AND SIA BE'SUNBY THE G CMMACS'.N WIO STILL RUMORS ORS 4ZE5 Ak0 WGAMN 0.` NCH VIOL"S M CHNING$ AM ME PLWBING $UB- C.NACTMS I1 M: IF CFRrA1N EEANPEAL ARE NOT RELY SMALL °R W'1E0 FOR M RE DRAWINGS AS F R SCON nFIA MAT TMELSK OR C LL C ME SAME CHARACTER AS FOR CCOSIMILAR CON]ITCNS MAi ME EN[XN FP CALLED FOR. 1. THE COMMEY ME COAL' C & $HM_L UK ICS H LRAM RED 1111 AND 'Ll B RATINGS FOR INCMGUAIRE4s ME SO MAT IFANY. 5✓Au BE MADE BEFW_ FRpL12ry,N61NM ME N]RN N MA1 %tG°1P. /AJISiMHL CAN BE NAOE S MACY:O ANN $HERNS: IT SHALL BE ME MEMBER SUERCSEW591H1Y TO OESM MD RUM AEE NU E SPOR'Nc, BLAMED FORM ACKNO ETC, AS REMIRN FOR ME FROLECTM OF UPS AND ?WPERLY CURING ME COMMITMENT OF "BONING. S. EXLAVAMM ME CMWACEW SHALL BE SOLELY R SPON92' E FOR ALL EXCAVATION PROCEDURES ALLOW LAOCA 91MA AND PROTECTION OF ADJACENT PAOPEflTS STR IME$ STREET ANSI UTIUTES N ACCORDANCE MM ME LOCAL BUINNG 4TAPNENL 7. RAIXIM, BACHFUL MO.M9 ME EXTERIOR PROCTER M MFLS MA1 EST BE PUCK IMRL AMR RITE WILD ME SUPPORTED BY ME WM'UnM Cf INTERIOR WON SYSTEMS, CO NOT PROCEED W76 BkOGILL UNA A MMIUUN O: 7 OARS Am, MF COMPOSITION M RTMM AWAY SYSTEMS JAMSS WALLS ARE ADEWATELYHRACER BACXBI MALL NO- BE PLACED UNTIL AFTER DOMAIN AND INSPECTION OF CAMP_PEWFW.". 8 DESIM DATA. OE9GM0 IN ACCM9ANCE INNS NA STALE DMDINC CEDE A UI LOWER AREA UK LOAD RA) DEAD LOAD IDES) ROCS 15 15 THUS FNM AD 15 BEMWM TOM SO 15 A, 0 ROY TROY AT ID B. APERIL LOOS BASC WISES ?.._._.......W NM L YLL- ASSUMED SEW, MY AND UNRESERVED W/ A mL KONG SOON q CAP PM ME IT IS THE TABLES AESPONyBAlN 10 MIN ADHERE $qL GERMANS W/ A FOCAL S. FMiNEER A N NOTfY ACORN SMUCMAES DF ANY VARIATIONS 9 MEN WERE A. BUTS' FM DESIGN: CIWCAE'E US: SM'NGM SLwP. MG. SUE FRANCS FELL sOO PA ] 4'gCR- Y.' a 28 OAK A MADE Kos, MLO PSI 3.t'IN- w' 0 SO 'AK XALL$ W $LABS DEBTS PS 14 aGR-) AN- 0 N DAYS ALL MARBLE MALL BE HAAMOG AGGREGATE, REGUAR YOMT CMOR IE (150 POUNDS I'm AMC FOOT) B. DEBRIS. REMOVE ML MORE FROM IRE FOAMS BEFORE RACUIENT OF M ICAETi c SEIRECAT OR OF ACGREGATES CMCAEIE S IA NOT BE MDPI;O THROUGH REINFM.MYG STEELS HAS IN WALLS AND PIERS) 50 AS TO CAME SEGREGATION OF ACMRAnS ME HOPPERS, CHUTS OR TRANS OF VATTING TRI MS SO THAT THE ME MEN I'VED FALL OF COARC EMLL NOT Mn mY FEET, Mn A 1"I NUMBER SHALL BE USN TO NSUR: ME CONCRETE DEW,', YE'T LYEL AT ALL TIMES D. HOME Al ITEMS TO A CAST N CONCRETE SUM AS flEINFOFCNG DaAELS BAN$ MOHMS POUTS, SLEN$ ETC, SHALL El 4COd1Y Po9NONFn Al THE FORMS SERVE PIACNG ME CONCRETE. E. PH$ PIPES OTHER THAN AMECCAL CONCUT SNI PDT BE RBEOMB N SMUCNRAL WARM EXCEPT MERE SPECIFICALLY APPR°'¢D BY ME ENCNEFA l6 REWFMCING SEL OF REOUPED) BY STE CIMNI W S A, L'4_ WAN A615 (MALE W) FOR IllER RGRCRENT, B. ALL REINFGGfNENT 91ALL FEE CMRNUMS STAGGER $OUCHES NHEAE MI IE LAPS AN TYPICAL DETAILS UNLESS OM611K NOTED. C RED ENFORCEMENT A ITS RUE HMI7LNTAI_ MO VERTICAL REGION MM DEVICES SUFFIrENTY MUSEUM TO PERAMIT MALTING M SEEL M'HOUT 11. MIXIMU4 CONCRETE PROTECTION FOP REEFMCLVEM: r°DnNG.._.......3' WALL,_.,,_..-Y AG AT FACE UNST BVS WNLS,"... .._.-.I N' AE CALUM R FN£ AFM GRATE WALS_.._....I' AT INT RIOT FACE PROVE GI BEAM ___,,,__1W CLEAR TO TIES CCLUMVS.__,.,_Y TO FACE AGAN'ST MOUVD CLEAR BY TES COLUMNS_"..._IN' SAPHE TO TIES ARTS LANE — MODULE LONE WgLL PARR WALL PANEL 2. WALL PANEL PER PLAN W CIA X It TOG MORE AS PER PLANS N' CAN X 12' NET ANCHOR AS PER RCVS HITS TEL BE INSTALLED _ Y FNRLDFD BOLT 10 BE S MOK I' AT 6'-0' 01 WALK f ROM SYSNA N' CIA X S, III, ANCHORJINE POLYSTYRENE FORM AT 6' C 0/C MA% S f9W FERN FIRMER. NG 1£4 .ram AS PER PLANS COL. t0 Pr NSiAI 'R FRCU EACH WRNER. p0165 MAN 2 BO:R PEfl SA A' 6'_G. U/C W%. I1' E%T11pE0 TITAN 2 BOLTS PER 9LL `RCN EApI CCg�a F. NO L55I'MY51MENE FOAM K. SEALER ODE. 2 G ?L ELL MAN 2 e !' MR SILLSLL PALER LBL Rrb PT 9LL MAW _ (2) /s BnRs roP A �L RE IUT. 91SEAIrn'coucvElE ttnB eflnD=(2) A BOB RECOMPRISING• BOOM CF FXp. wuL �� eOnEu Ci rxO. WAu J' MN. BARD OR CHAVCL DANERx'IxG GRAx10' FOU D1111 PER PUNS OF FMNOAn]n PER PL NS I' EXT2N)fD ADERIiA INSLUUNDER EN1PE SVH- .A 8 M'L P@1ETHMENELAPPED M YA M-BAND 1N WALIR' 05 SAx: TOP x2) j5 BARS CEP A ? ' (2) p5 Bees TW R BOnOM OF END. 1 3 uOTfiiU Ci fIID. WAIL — p__ S ENTIUGED 3 7 _ BO-TCI 06 MC. WALL DENNIS AABPOLYSTYRENE FWY F h t" pYlCRE1E SIAe a iD Y BELOW MADE Y YIN. SAND C" MA. 8 S MIN. SAND WE (RARE = 8° TD' FGuvOAnc' wut y — ? ;?op o ^ m b � ERRS iCP B a ¢ j • BOTTOM OF Fib. WALL .p e • —I1—L_ DAUPRDMNc O UFLUBINGNDSTU Dn O MU91N U. - O'o, s III III III UIURNRBED sax MUGUN)AME E- L BID STRIVE "q J '� '. 6 MIL PI EMELRE 10'sa'rtc- To' ruw l INN � I 6 N PP.YEIP.LENB - NEITHER EAW.IG 1, I,�BII • I , I'JI VAPO4 RMRI-R FILtEN FERMI ���N� I' VAPM DANDIER 4' MMNRPE I. 'ARMOR RNSTN:NE PAUL r NADIAN rENwuDE9 PEAYSIYR PMu . FWNOATM CiA'XALE CREHING - UNDER ENTIRE SAP FILTER FAPP'G • POUNOAnCH DRANAG: CEPE191HC UNDER ENTIRE SIFH M LOCAL SOIL WHETHER M IDEAL SOL 1.111.1 WELLS, W FLAW ON A' DiAIRDE A FOUNDATION WALL _ MAN!SHARE,BM. AFOUNDARONMANAGEDRNDNG nTNCRETE SLAB OFOUNDATION WALL °'p'D'RTINEm` IRAEO ETG - HY En'CN ON LOCAL 50'L MEANS o scAIL I'=1'-O" 1 I0'120" FIG TO- THEN SCALE, Y=T'-0" V scale I'=)'_o" p GARAGE SLAB NBu r lY HBO MOTOR BOLT BY AGE AS PER CODE � HGT PEA LAN N TMLRANCE A' SLAB • W..ACE 3' MIL SANE f OR GRAVEL GMNOAIAM RNL OHOUSEB SCALE -11-w DECKING W/ YN° SPACES 2.1O P.E. DECK FRAME PER PLANS 1A10 FERN I 1/2• SILL SEALER �I� ® O.H. DOOR OPENING Y ENTRWED POLYSMARE FORM C FAIRIES FABSTRENE FOAM 1, AAB C HOUSE '` 3' NET SON M MATT E I'EXMWEG FARMERS M. UNDER ENTRE SLID I€ REVEIHttENE VAPOR SURGE BY BNR _ Y EXMLDN POLYSNAEW FOAM LB z BELOW DRAW /GARAGE SLAB STEP DN TOP OF SUBFLOOR �AT HOUSE N RD !/.' GIL HUG ANCHOR BOLT BYBLOR. DECK ON FOOTING � sole AF. ANDI BY FAR. TALLY COLUMN W/FBI 315- SINGLE LALLY COLUMN wLY BASE PATETS, AS PER ATLKMO M HELDDAnM PUN 1O' WALL: HIF ,a -¢ OF Faonxc LOCATION As PERBRA. AYLRM BOLT SY BRA. FWNOAUFI PAN Bh' FOR 11A BN / \ 6 ffMONSE PIER 6' ABJKION' TOR fan BNWWAFLF SAa/ 24' US GRAOL. FfR \ C_B EE PONET. R. T6 OF FRG.`SEARCHASPERAS PER PLANS2A'N26'NI2'SEEP MOR E NMII]N BEAN 7, \ / FOOTNE BFI➢WFROSNNEU\WIERIM POOnN;BONCNBE LECTOR! B FOOTING ' � FMllAT As PER ��'PPP FO::NLAnOH =lM' A. FM 51114 RUN FCINDATM WALL 7`J' \ I /{,' VVWWWW// As PER PUNS JJFF E BEAM POCKET F FOUNDATION INTERIOR FOOTINGS SCALE: SCALE: �'=i'-O' . DECK FOOTING SCHEDULE 40 W-•'F'+�PIPE COL BY BLUR. DOUBLE LALLY COLUMN III WU:MNS W/ DBL. 2.E F T. SELL,LILLY BASE FATS ALTAMED IN FILLED / \ Ba FWINc UNEATION E / \ FOUNCATONPON dOF COL / \ \ "MMFTR vA,e L —LOCATION AS PER roP 6 Prc. L FOUNDATION PLAN Nn PIAxs \• IN3NM FOODxC 5WOUE BASE RATE \\ or MOR, WSIT 0 TO COI. LD \ > "� / ¢MZARTVMAN HO CV END, WILL LOCAL M WE #' 0Ln xw ANCxM - BOLTS BY BEM. FOUNDATION1 WALL'_ T AS PER PLANS OR AL TM EACH WAY rG"°RMW"` 77 r, DETAIL K INTERIOR FOOTING TH - (2) W DUI HOLES BAY PLATE BY BLOT. COY I(HT B'T Q4PYREANAu1E�NATw1w,LLLACORNAENPYREAN I 930 MAN STREET ACTON. NICE. D1720 (BOO) 727-31 MEHL I HOY'T RESIDENCE SOUTH DARTMOUTH. MA SHEET NAVE: FOUNDATION DETAILS SCALE AS NOTED SCAUED TO FIT DAIS MAR/27/2007 BC BP 5/22/07 JWS SHIPPING DATE'. COASTAL ,pB N0, # 3355 PACE NO, 9A 4) K ELF Fl 1179E EVE 0 44 Flu a Posy a ." 012 TE BY BEER. aww WE 'LATE LOEAETEW FILLEfi 10 PETER MIT 1T6 FlIIR POSL 012' 0 ]f' BASE PL0.1E "I N' PLY FILL FAS — _ W NIA N1 IINE LEE" cco,w E.K 0 EACE OF POSTS. 3ELE PO=_i N lY Blm. PELEAY' PoSi B�IIC4 SEE fNTRI IEVEi PUN aE` 0 ANCNE BMT. PAGE WIS 60R POST L'JCAPCaS Ai EA. IRC PER, LCCAIIW. A CARPORT FOOTING A 1w NAIL W 2' 2' -15 ]/4•F LOCATE ISPEN L� L EWNMTWI RAN /N i 5 u wA Avoca SR TO ---OFFCATES SREL BR, LCOPFN I3) N OIA. AUCPER SmB / `9N FOR KlY62 iw PER NNL AS PER PIAM BEAM POCKET FOR STEEL BM. Bscale: r.�=r—o' OCOPnIICNT By EMPYREAN uTawATmw.L tl M ACORN -EMPYREAN 9M LWN STREETA7W. V0.SSL 01720 ACORN® (BOO) 721-3525 oLIENT NAuw HOTT RESIDENCE SOUTH. DARTMOUTH. MA ITZE. NAPE: FOUNDATION DETAILS SCALE AS NOTED SCALED TO FIT On1L MAR/27/2007 BC BP 5/22/07 JWS S-FPPIxS LATE: COASTAL NO. W. JACEP 3355 9B SLOCUMS RIVER a a a LOCUS iIn6�s11 IDARTMOUTH SITE LOCUS NOT TO SCALE 11 N/F \\ TRUSTEES OF THE GREAT NECK TRUST OF 1983 hti 1, • A'� S' / MAP 9 /LOT 19-1 FDA ,yg0 11 1\ LOT 2 (PLAN BK.125/PG.14) I TOTAL LOT AREA = 39.01f ACRES II BUILDING ENVELOPE AREA = 3.00f ACRES 11 MAP 9 / LOT 19-2 \ 90, I \ F \ / ; 4; \ sa N\�\ m\tn ry 7 �N 2 \ BUILDING ENVELOPE _ F / NOTES.- ! 1. THE SITE IS SHOWN ON THE TOWN OF DARTMOUTH ASSESSORS MAP 9 AS LOT 19-2. THE CURRENT �' _ 24�2 OWNERS OF RECORD ARE H. AUSTIN HOYT & FELICITY FORBES HOYT, TRUSTEES OF THE CRAIGIE LEA N11 5 (5"W REALTY TRUST. FOR TITLE SEE DEED RECORDED AT THE BRISTOL COUNTY REGISTRY OF DEEDS (S.D.) IN BOOK 8800, PAGE 337. 2. (F d) THE SITE IS SHOWN AS LOT 2 ON PLAN ENTITLED "APPROVAL NOT REQUIRED PLAN OF LAND IN DARTMOUTH, MA", PREPARED FOR THE TRUSTEES OF THE GREAT NECK TRUST OF 1983 BY OLDE BOSTON LAND SURVEY CO., INC., DATED NOVEMBER 22, 1989 AND RECORDED AT THE BRISTOL COUNTY REGISTRY OF DEEDS (S.D.) IN PLAN BOOK 125, PAGE 14. 3. BUILDING ENVELOPE INFORMATION IS AS SHOWN ON PLAN ENTITLED "BUILDING ENVELOPE PLAN OF LAND IN IN DARTMOUTH, MA", PREPARED FOR THE TRUSTEES OF THE GREAT NECK TRUST OF 1983 BY OLDE BOSTON LAND SURVEY CO., INC., DATED APRIL 26, 1990 (REV.) AND RECORDED AT THE BRISTOL COUNTY REGISTRY OF DEEDS (S.D.) IN PLAN BOOK 125, PAGE 64. 4. THE PERCENTAGE OF LOT COVERAGE FOR THE HOUSE FOUNDATION AND BOAT HOUSE IS EQUAL TO 0.31%. 5. ELEVATIONS ARE REFERENCED TO N.G.V.D. OF 1929. 6. THIS PLAN AND THE ACCOMPANYING CERTIFICATIONS DO NOT CONSTITUTE A CERTIFICATION OF TITLE TO THE PROPERTY DISPLAYED HEREON. THE OWNER OF LOCUS AND ABUTTING PROPERTIES ARE SHOWN ACCORDING TO CURRENT TOWN ASSESSORS RECORDS. N/F ALAN L. & JULIE M. BOEGEHOLD MAP 9 / LOT 19-3 '0 0 20 40 80 9��� I=� mm \ Cl \\ G LIMIT OF BORDERING \ \\ VEGETATED WETLANDS \ f, 0 \\ \ (F d)1 \\ 0 F9 \ O,� C y 00 'o `mX \ NI¢ / W I /end) 35 nn' .. (Fnd) • , �i n.a rn � i �.' u' ,0� s� 0 1 cv401 N TRUSTEES OF THE GREAT NECK TRUST OF 1983 MAP 9 / LOT 19-1 LOT 2 (PLAN BK.125/PG.14) MAP 9 / LOT 19-2 Q #Ike LOT DETAIL SCALE 1' = 300' R� N/F ALAN L. & JULIE M. BOEGEHOLD MAP 9 / LOT 19-3 i ROAD JOY "1 10. 15 I I HEREBY CERTIFY THAT THE FOUNDATION IS LOCATED AS SHOWN AND TO THE 2� BEST OF MY KNOWLEDGE CONFORMS TO THE ZONING BY-LAWS OF THE TOWN OF DARTMOUTH WITH RESPECT TO HORIZONTAL DIMENSIONAL REQUIREMENTS. REGISTERED AL LAND 3 -ko-a DATE 0 I z Li o � z O O a o I O N O p' cMD 0 O 0 M O 0 N Z m:2N O O S z w U W 0 0) a 0 N 0 x U O Q � u jo F- 0 cii D o= v~i m fy- U F- Q / � O W co / Q 0 Q :2 W Lu v) a Z L�= W W �J Z I— W F Q 0 Iz Q m F- U 0 Q D O rh �a W W m J p � r1 F ry S S bQ ZP4U W O 00 � L Z6b o,. W <P' LLb m s J ~ N� �b bN �' W OOi J ¢ =Z. obi VF �W p 001 o m, ' m z M<. (Azs�LEI O m �` =~ h 1 �ZzI z W ¢OI Mm ■ �6U� #: 20430063FAB2. A M SLOCUMS RIVER - t 0 E-------------------1 20*0 COVER I I (TYP. OF 3) I 0 ` LOCUS 0 0 -A I 90 { I DARTMOUTH 0a �' PRE -CAST CONCRETE TANK 9Q I (NTS) 1.500 GAL SEPTIC TANK SITE LOCUS NOT TO SCALE SEPTIC TANK AS MANUFACTURED BY J do R PRECAST ITEM NO. TK-1500 STANDARD OR APPROVED EQUAL GENERAL NOTES• 1. THE SITE IS SHOWN ON THE TOWN OF DARTMOUTH ASSESSORS MAP 9 AS LOT 19-2. THE CURRENT OWNER OF RECORD IS H. AUSTIN HOYT, AS TRUSTEE OF THE H. AUSTIN HOYT REVOCABLE TRUST. THE LOCUS DEED IS RECORDED AT THE BRISTOL COUNTY REGISTRY OF DEEDS (S.D.) IN BOOK 7159, PAGE 302. 2. THE SITE IS SHOWN AS LOT 2 ON PLAN ENTITLED "APPROVAL NOT REQUIRED PLAN OF LAND IN DARTMOUTH, MA', PREPARED FOR THE TRUSTEES OF THE GREAT NECK TRUST OF 1983 BY OLDE BOSTON LAND SURVEY CO., INC., DATED NOVEMBER 22, 1989 AND RECORDED AT THE BRISTOL COUNTY REGISTRY OF DEEDS (S.D.) IN PLAN BOOK 125. PAGE 14. 3. BUILDING ENVELOPE INFORMATION IS AS SHOWN ON PLAN ENTITLED "BUILDING ENVELOPE PLAN OF LAND IN IN DARTMOUTH, MA', PREPARED FOR THE TRUSTEES OF THE GREAT NECK TRUST OF 1983 BY OLDE BOSTON LAND SURVEY CO., INC., DATED APRIL 26, 1990 (REV.) AND RECORDED AT THE BRISTOL COUNTY REGISTRY OF DEEDS (SD.) IN PLAN BOOK 125, PAGE 64. 4. THE BUILDING ENVELOPE OF THE LOCUS PARCEL IS PARTLY LOCATED IN 100-YEAR FLOOD ZONE A9 (EL 13) AS DETERMINED FROM THE TOWN OF DARTMOUTH FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 250051 0021 D (MAP REVISED JULY 3, 1985). 5. TOPOGRAPHIC INFORMATION SHOWN WAS COMPILED BY PHOTOGRAMMETRIC MAPPING BY COL -EAST, INC., FIELD SURVEY BY TIBBETTS ENGINEERING CORP. IN NOVEMBER 1994 AND SUPPLEMENTED WITH A FIELD SURVEY BY CULUNAN ENGINEERING CO., INC. PERFORMED J ULY 14, 2006. 6. ELEVATIONS ARE REFERENCED TO N.G.V.D. OF 1929. SITE BENCHMARKS SHOWN ON PLAN ARE: BM1 : SPIKE FOUND IN 20" OAK, ELEV. -43.63 BM2 : SPIKE FOUND IN 2,C OAK, ELEV. 11.52 7. WETLAND RESOURCE AREA SHOWN ON ABUTTING LOT 19-1 WAS TAKEN FROM A PLAN ENTITLED "SITE PLAN DRAWN FOR GEOFFREY do ELENA SANDS MAP 9; LOT 19-1 DARTMOUTH, MASSACHUSETTS DATED FEBRUARY 12, 2007.DRAWN BY BOUCHER do HEUREUX. INC. 8. TOP OF COASTAL BANK DELINEATED PER D.E.P. WETLANDS PROGRAM POLICY 92-1. 9. THE SITE IS ZONED SINGLE RESIDENCE "B' AS DETERMINED FROM THE TOWN OF DARTMOUTH ZONING BY-LAWS AS AMENDED THROUGH MAY 25, 1999. 10. THE SITE IS NOT IN ANY OF THE AQUIFER ZONES AS SHOWN ON THE DARTMOUTH ZONING MAP AQUIFER PROTECTION DISTRICTS, AS AMENDED MAY 25. 1999. 11. THE SITE IS LOCATED IN GROWTH AREA THREE(3) AS SHOWN ON THE DARTMOUTH ZONING MAP GROWTH MANAGEMENT AREAS, AS AMENDED MAY 25, 1999. 12. ALL KNOWN EXISTING OR PROPOSED WELLS WITHIN 200-FEET OF THE PROPOSED SYSTEM ARE SHOWN HERIN. 13. ALL KNOWN EXISTING OR PROPOSED RETENTION/DETENTION BASINS WITHIN 200-FEET OF THE PROPOSED SYSTEM ARE SHOWN HERIN. 14. NO PERMANENT STRUCTURES SHALL BE LOCATED ON THE RESERVE AREA. 15. ISSUANCE OF A CONSTRUCTION PERMIT AND/OR CERTIFICATE OF COMPLIANCE SHALL NOT IMPLY A GUARANTEE THAT THE SEWAGE DISPOSAL SYSTEM WILL FUNCTION SATISFACTORILY. ZONING DISTRICT- SINGLE RESIDENCE B (SR-B) LOT AREA: 39.01t ACRES MINIMUM LOT AREA = 80.000 SF LOT UPLAND AREA = > 80.000 SF. MINIMUM LOT FRONTAGE - 200' LOT WETLAND AREA = > 60,000 SF. MINIMUM FRONT YARD SETBACK = 60' MAXIMUM LOT COVERAGE = 50 PERCENT MINIMUM SIDE YARD SETBACK - 20' PROPOSED BUILDING(S) AREA - 2,750t SF MINIMUM REAR YARD SETBACK - 20' PROPOSED DRIVEWAY AREA* = 7350t SF TOTAL LOT COVERAGE = 8,000f SF (dx) PARKING REQUIREMENTS: 2 PER DWELLING PARKING PROVIDED 2 CAR GARAGE THE PROPOSED DRIVEWAY AREA IS 4.720 SF. THE 7,350 SF LISTED INCLUDES THE ±21600 SF TERRACE, IT DOES NOT INCLUDE THE EXISTING DIRT ROADS. CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL MAKE APPLICATIONS FOR AND PAY ALL FEES FOR PERMITS REQUIRED TO CONSTRUCT THIS PROJECT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE PREPARATION NECESSARY FOR THE COMPLETE INSTALLATION OF THE PROJECT FACILITIES DURING CONSTRUCTION. 3. ALL CONSTRUCTION METHODS, MATERIALS, AND COMPONENTS ASSOCIATED WITH THE PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS, THE REQUIREMENTS OF 310 CMR 15-TITLE 5 OF THE STATE ENVIRONMENTAL CODE, AND ALL LOCAL BOARD OF HEALTH REGULATIONS UNLESS A WAIVER HAS BEEN GRANTED. 4. ALL CHANGES TO THE PLAN MUST BE APPROVED BY CULUNAN ENGINEERING CO., INC., AND THE LOCAL BOARD OF HEALTH. 5. ALL SYSTEM COMPONENTS, EXCEPT PERFORATED PIPING, SHALL BE WATERTIGHT AS REQUIRED BY 310 CMR 15.221. 6. THE LOCATION OF UNDERGROUND UTILITIES AND STRUCTURES ARE APPROXIMATE ONLY. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTIUTIES AND SUBSURFACE STRUCTURES ARE SHOWN. THE CONTRACTOR SHALL VERIFY SIZE. LOCATION AND INVERT ELEVATIONS OF THE UTILITIES AND STRUCTURES, AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES WITH RECORD DATA SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. THE CONTRACTOR IS CAUTIONED TO CONTACT DIG SAFE (1-888-344-7233) 72 HOURS BEFORE DIGGING. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE HIS WORK WITH THE APPROPRIATE HIGHWAY & UTILITY DEPARTMENTS. CONTRACTOR SHALL MAINTAIN ALL EXISTING AND NEWLY INSTALLED UTILITIES IN GOOD WORKING ORDER AND SHALL B. PROTECT THEM FROM DAMAGE AT ALL TIMES UNTIL THE WORK IS COMPLETED AND ACCEPTED BY THE OWNER. ELECTRIC, GAS, TELEPHONE. AND CABLE TELEVISION UTILITY CONNECTIONS AND SERVICES SHALL BE INSTALLED IN 9. ACCORDANCE WITH THE REQUIREMENTS OF THE RESPECTIVE UTILITY. THE CONTRACTOR SHALL UTILIZE ALL MEASURES AND MATERIALS NECESSARY TO ENSURE THE SAFETY OF ALL PERSONS 10. AND PROPERTIES AT THE SITE DURING CONSTRUCTION. ALL EXCAVATIONS SHALL CONFORM TO CURRENT OSHA STANDARDS. 11. A MINIMUM OF IS" VERTICAL CLEARANCE SHALL BE MAINTAINED WHENEVER SANITARY SEWERS PASS BELOW WATER MAINS OR DRAIN LINES. OTHERWISE, WATER SERVICE, DRAIN LINES AND SEWER LINES SHALL BE CAREFULLY ENCASED IN CONCRETE FOR A MINIMUM OF TEN (10) FEET FROM THE CROSSING POINT. WHERE SEWER LINES PASS ABOVE WATER OR DRAIN LINES, THEY SHALL All BE ENCASED IN CONCRETE REGARDLESS OF CLEARANCE. CONSTRUCTION INSPECTION SCHEDULE 1. TO OBTAIN A CERTIFICATE OF COMPLIANCE FROM THE BOARD OF HEALTH THE FOLLOWING INSPECTIONS BY THE ENGINEER AND THE LOCAL BOARD OF HEALTH MUST BE MADE ALONG WITH THE COMPLETION OF AN AS -BUILT PLAN: A. EXCAVATION OF UNSUITABLE MATERIAL B. PLACEMENT OF CLEAN SAND BACKFlLL C. INSTALLATION OF ALL SYSTEM COMPONENTS. ALL COMPONENTS MUST BE INSTALLED AND EXPOSED FOR INSPECTION AND PREPARATION OF AN AS -BUILT PLAN. CONCRETE STRUCTURES 1. ALL SEPTIC TANKS, GREASE TRAPS, DOSING CHAMBERS, AND DISTRIBUTION BOXES SHALL BE SET LEVEL AND TRUE TO GRADE ON A 6-INCH COMPACTED STONE BASE . 2. ALL CONCRETE STRUCTURES ARE TO EMBOSSED WITH A SEAL STATING THAT THEY MEET ASTM STANDARD C 1227-93. ANY CONCRETE STRUCTURES PLACED WITHOUT THIS SEAL WILL BE REJECTED. 3. THE BACKFILL AROUND EACH CONCRETE STRUCTURE SHALL CONSIST OF SAND, GRAVEL OR SELECT FILL FREE OF ORGANIC DEBRIS, FROZEN EARTH AND STONES OR COBBLES OVER 3 INCHES IN SIZE. ALL BACKFILL SHALL BE PROPERLY COMPACTED TO PREVENT SETTLEMENT AND THE CREATION OF VOIDS. 4. PRE CAST CONCRETE RISERS TO BE INSTALLED WITH A RUBBER GASKET AND CONCRETE GROUT TO ENSURE WATERTIGHT SEAL 20.0' r - - - - - -ta -1 0 ---- 1 DISTRIBUTION BOX (NTS) PLAN VIEW 5-OUTLET D-BOX AS MANUFACTURED BY J k R PRECAST MODEL DB-5, STANDARD, OR APPROVED EQUAL (W1 TREE LINE - _ \ \ \ \\ p UTILITY POLE 12�/ 12'"1 / \\ \ �\ \ \ \ \ '\ WF t WETLAND FLAG - /OAK / 10` 0 11" \ lose \\ \ LEGEND CONCRETE BOUND DRILL HOLE 10 IRON PIPE -ax►- OVERHEAD WIRES / / / \B /' {�' / `�t LOT 2 - - - - / (PLAN BK.125/PG.64) - - - - Icki SPOT ELEVATION " / / / / / _ \ TOTAL ' LOT AREA = 39.01t ACRES nr/e1vc STAKE AND NAIL tG s� ' r Sta�QF. �--s'� BUILDIRG'ENVELQPE AREA = 3.00t ACRES sSr Z0 �0".R,D STAKE {1tci{ ,x'f♦vCAViiTE6i . / / / - RE•�U1SiLV ygmiri ---� \ \ \ , _ MA=9 / L07 19-3- m TEST PIT \ P 'OAK / 12" OAK�30 OAK _ � / - - 120, - / O OAK / / DOUR - 12K \ 18t - - - - - - - \ \ \ \ �� � \) � �\ \ 4\ / OAK ti� \ OAK /i---\ \ \ / -- `� � OAK 30 18" OAK ' 1 OAK 14` r• ia�� �' / NUNN 14' AK 3270»�j 1 30 / _� 14 OAKV \\\ \ `� 14" Tl5 zzo x 32 cRA V �� / 0034- - - 26 \ PROPOSED \ \ E l \L1 \\ -- / K �_ UBK f DOAKE 1 ROAD/ 4 / 0 " 34 \ 8 _ BARRIER SLTA N �CB \\ { - 10"! OAK 20" \ y� h OAK 3 ` \ (SFE-DETAILL - - \ . \\ PINE IV, ' 1 \ \ \ �. \� `�\ \ \ \\ sED t 1 / r \ \1 \ lei \ \ ` - ` �� \ WF-710- \ \ l / OAK I WELL 18" \ \ / j 32`7 \ OAK \ \ / \ IO • 1 OAK \ \ \ / �® OAIO \ 3g 0 " 2 34 20" / OAK 1 i `V AK OAK \ l M + 7 \ 2 \ \ \ \ \ 217 0 sr \\- _----� f 11 1 � \ AK \ GAR GE\ NS ECTION PORT UNDR\ \ \ \ \ \ PROPOSED +2'x2 S.A.S.. 2 � A BDR DWEw \ \ \ \ x )J I \ OAK �E =42.0 1i0 1.500 GAL SEPTI TANK 2\ OAK 4" OA1� ... \ \ OAK \\ \ \ \\ x me 12 4d� \ 16 �.. BM1 �° OAK 1 BLIICKI TTT \\ xr.r _ / // I (/ f ///` �\ 1 1i \\ 1 \ \ \ \ \ I� oA� / II I Ipr2 x�a 1,' Al , _ - - - - 1 -----�\ \ I I C / , I \ \ \ -X Iu20 OA»/ I ARI JI DESIGN CALCULATIONS I I \ j l I f 1 I 1 \ \ \ \ \ \ \ OAK\ REGULATIONS USED \ 11 II \\ \ �� - I I 1 1 �l I 1 1\ \ \ \ \ \ \\ \ \ \ _ I� - / // /// / / STATE: 310 CMR 15.00 - TITLE 5 (1995) f 1 I I \ \ �\ \, \ ------ III I 1\ I \. \. \ \ \ FBI �k \---��,tij� LOCAL: TOWN OF DARTMOUTH BOARD OF HEALTH TYPE OF ESTABLISHMENT: 5 BEDROOM RESIDENCE 30 0 15 30 60 + 120 GAL WHIRPOOLVIM e YS ^T „r+ „ef L OF BEDROOMS - 5 YIEF, O ,�,.F k4;, _ ESTIMATED HYDRAULIC LOADING - �" Y n .1 �:; Y�' BOARD OF HEALTH STAMPS � � SCALE: 1 INCH = 30 FEET ITE L ANCGR� I 1 `�" { ""�� ' �• • 5 BEDROOMS x 110 GPD/BDRM = 550 GPD �`W c `^f+-�� Y r , F.; I ,' CvEF, rly SYj r_IVI MiJST BE ^ 120 GAL -45 GAL 120 GAL MAX. CAP. WHI7500GAL f V4E3�' Ti°��" COMPLETED WITH THREE;^^-,�' 75 GAL x 5 BR/2 188 (GPD) +a� r (3) YEARS OF THE DATE 6 U TOTAL DESIGN CAPACITY = 738 GPD \ ' LOAM AND SEED 4" MIN. 4" SCH40 PVC INSPECTION PORT W/ QF APi�ROVA1• `-'_3 cl ' L " THREADED CAP TO FINISHED GRADE �,xi ti i (s SEPTIC TANK T e 1, n r �/r;T�= ,A IS NOT ? 9 - n s `> XDESIGN 6 GPD SEPTIC TANK TO BE SINGLE COMPARTMENTMINIMUM ..K --ApAGE' \ . 12 MIN. C SCH40 PVC PERFORATED r 00(- EFFECTIVE LIQUID CAPACITY, 1,500 GAL, AS SHOWN. �// / 36" MAX. PIPE (TYP.) (2=HVci-.iER & 2" q 0 o q o 0 0 �00 oao a o 0 o GI, �' I L I�,�CE3, SIZE OF LEACHING FACILRY Q4C `C� O LI O O O O O O O O O O oW-0 0CM- o V v L IJ - I PERCOLATION RATE 6 MPI ��,`aSQQ f0' o Oo 000oQo0 0000Ooo 000ooCc)o 12.p• BOARD OF HEALTH STAMPS LTAR. = 0.70 GAL/DAY/S.F. �� �G ® O O 13 O O REQ. LEACHING AREA = 738 GPD/0.7 GPD/S.F.=1,055 S.F. F``,r�a O O O OO O ' '/ NATURALLY OCCURRING; PERVIOUS MA UAL" / LEACHING AREA PROP. 42 x 26 SF=1,092 SF .\�\�\�\�\�\/ \i - ErlGI!'TERS AS-BWLT DESIGN CAPACITY = 1,092SFxO.7= 764.4GPD>738GPD; OK 26.0' �Lntia C'_E:TlFIr�TIOgj L O , NOTE: SYSTEM RA8 NOT BEEN DESIGNED FOR USE W= A GARBAGE GRINDER. ` / ,�� "c CROSS SECTION DETAIL e (({ ' . (NTS) 1 _ 1 � THE I,PFRO'dPl BY THIS OFFICE p DOES V51 GW RANTEE THE :Z'<' DARE` , EFFECTIVENESS OF ANY fm PRECAST CONCRETE RISER AND COVER DISTRIBUTION BOX 'INSTALL MAGNETIC TAPE WITHIN 120INSTALLATION FROM FINISHED GRADE AROUND ALL I � PROVIDE 2-24" PRECAST CONCRETE RISERS AND COVERS RUBBER GASKET AND CONCRETE OUTLETS TO REMAIN LEVEL SYSTEM COMPONENTS TO ALLOW FOR FUTURE LOCATION WITH METAL-DETECTO DARTti.OUTH BOARD OF HEALTH OVER INLET & OUTLET TEES TO WITHIN 4" OF FINISH GRADE GROUT TO ENSURE WATER -TIGHT FOR FIRST TWO (2) FEET. 4' SCH40 PVC. INSPECTION PORT W/ ConOCC.t 2v)js o.vij P.E. STAMP 6" MAX V2viC SEAL (TYP. ALL RISERS) THREADED CAP TO FINISHED GRADE , SUBSURFACE SEWAGE DISPOSAL SYSTEM yy y�yyyyy� y� �P�SN DF Mgss9 A 9" MIN. 36" MAX. N OWNER: THE H. AUSTIN HOYT REVOCABLE TRUST KENETH W. ou, I I I I IHODGSON, JR. In TOP=3!_"I I =MIN. � No. zssio � ASSESSORS MAP &LOT: MAP 9, LOT 19-2 CIVIL L=50.0' S=2.0x - - - - - - w 1=25.0' S=1.0X 20. R o0c T = sso = 9� 9F� EPA°�\�Q f� STREET LOCATION: BARNEY'S JOY ROAD o0 00 0 o 0 00 0 ENV.=30.75 ENV.=29.75 0 0° o° o° o o Q / ``SS SOLID S _ 40 PVC INV.=29.50 INV.-29.25 - - INV.=29.08 NV,=29.00 4" PERFORATED SCH40 PVC PIPE (TYP.) - S=O.Sx INV=2 fZti� TTjTTAT �T n - a 6.0' SOLID SCH40 PVC , o 0 0 0 0 0 0 a o o o 0 o o O O o O o 0 o O 0, -Z % s;; V l.ril ��l\� DES. BY: AMP SCALE: 1 "= 30' o I L J 00 00 co O O0 00 00 p0 O O O 0 °. . ti61� 1® bO o 0 0 o a o 0 0 o a o0 0 0 00 0 00 0 0 00 0 0 0 P.L S. STAMP El\VIIVEERII�IG l DWN. BY: AMP l A -BOX /�` ,\ ,\ ,\ ,\ AUBURN -11oATOr- unnl.u, YANACHUAlT7A 4.0' MIN. f 42.0' �yj OFTM� CHK. BY: KWH SHEET 1 OF: 1 1.500 GALCDlMLL1 I I GAS BAFFLE SOIL ABSORPTION SYSTEM THO �= 111 LJf.�E MK. (t[ JM NM) ra..m. ° . SEPTIC TANK I D DATE: APRIL 23, 2007 FILE NO: 20430063SEW L- - - - - - - - - - SEPTIC SYSTEM PROFILE MIN. o� 59 0 j �<<s 9FGlSTEPFO v�� CONTACT PERSON: ANDRE PIMENTEL (NTS) ELV= 23.29 1 -% SiONgL LANaS�Q No EVIDENCE of Gw ADDRESS: 10 RIVERSIDE DRIVE, LAKEVILLE, MA. O 22.68 FROM TP 4 - TEL: (508) 946-9911 SOIL DATA SOIL EVALUATION k PERCOLATION TESTS PERFORMED ON: 3/29/07 BY ANDRE PIMENTEL FROM CULUNAN ENGINEERING CO., INC. AND WITNESSED BY CHRIS MICHAUD FROM THE DARTMOUTH BOARD OF HEALTH TP-1 TP-2 B-LOAMY SAND 6/4 PERC O N P PERC RA • N/P MOTTLES O N/F WEEPING O N/E STANDING O N/E TP-3 6u:1A7 6/4 PERC O 24" TO 42" PERC RATE 6 MPI MOTTLES O N/F WEEPING O N/E STANDING O N/E F,C117 6/4 PERC O 20" TO 38' PERC RATE 2 MPI MOTTLES O N/F WEEPING O N/E STANDING O N/E J6 FILL TP-4 SAND 2.5Y 6/4 PERC O NIP MOTTLES 0 N/F WEEPING O N/E STANDING O N/E