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BP-93106f 1 ROOF RIDGE TROOF a ARCHIT. ASPHALT SHINGLES (HERITAGE SERIES, TYPICAL) CEILING HEIGHT Ix4 PvC WINDOW CASING COLOR: BRILLIANT WHITE WOOD CEDAR SHINGLE SIDING COLOR: GRAY (OWNER CHOICE) APPLIED PAINTED 6" PVC CORNER BOARD ASSEMBLY FIRST FLOOR I. - PROPOSED CHIMNF-Y,(TYP) RIDGE ARCHIT, ASPHALT 5HINGLE5 (HERITAGE SERIES, TYPICAL) COPPBR/MrTAL RADIUS ROOF m CEILING HEIGHT - r �u Ix4 PVC WINDOW CASING = - COLOR: BRILLIANT WHITE( WOOD CEDAR SHINGLE SIDING COLOR: GRAY (OWNER CHOICE) - APPLIED PAINTED 6" PVCI"1 CORNER BOARD ASSEMBLY - FIRST FLOOR �= DECORATIVE CEDAR EAVE SUPPORT BRACKET(3xTYP n e�� �n ■ �n n■�n i Im ■ _ m 111 Simon � �m` n ■ " � © � � 0 - � ■ iii 1u u�i n � n 111 n � � == �I n�m�®i �'■im'IN a �I ®® f r, 'n" ■ .�Iil�inl II�II � _��� - �_ -p - - _ - - ROOF RIDGE s d PROPOSED LEFT SIDE ELEVATION SCALE: 1/4"=1'-C" FROPOSED CHIMNEY, (TYP) 12 12 CEILING HEIGHT _ Ix4 PVC WINDOW CASING B- IIII III it Ir COLOR: BRILLIANT WHITE C "h' ® ® f1VI I I I EM WOOD CEDAR SHINGLE SIDING HI DOLOR: GRAY (OWNER CHOICE) 1 APPLIED PAINTED 6" PVC L CORNER BOARD ASSEMBLY � I I I I I FIRST FLOOR II �f J1JJ II I 1 I II II ..I: I ; I niII IIII T_ ... ..... ..' GRADE .. .. .. ... ✓ .:_ ,., .. _ Ix8 PVC MUDBOARP Ix4 PVC DOOR CASING w/ Ix3 WATER TABLE COLOR: BRILLIANT WHITE PROi=OSED RIG' HT SIpE ELEVATION SCALE: I/4"=P-O° ROOF RIDGE a STONE HEIGHT NATURAL STONE VENEER - (PER OWNER'S CHOICE) m :� I'll r D € S IS W S TLL-(774) 45 1 -4 t-fo L.MAIL: iedesignsSI-Ogmail.com, Project: I Proposed Dwelling E)ayberry Lane Nortl, Dartmouth, MA Pre Pared For: Joao & Alda Patricio 5-1-A55HOWN I--- Datc: 12/21/2018 Ki No. Dates sDs�rlptlo 1 �_�� r,aaeco I eft Skeet Title: Proposed Left & }light `fide F levations Al A V.S" STUD WALL a IS" OG. (TTP) h" TYPE "X" GTPSUM BOARD WITH PLATER FINISH. T- PLYIIb00 SUBFLOOR RING NAILED ( GLUED 2"x10" FLOOR JOISTS a I6' O.C. YL SIDING EXT. GRADE PLYWOOD INSULATION �3"x3"xl/q" ANCHOR BOLTS (31-2 "x6" CONTINUOUS KID BOTTOM PLATES 8" MIN. dHH/BOL'�'"s WWIN OF ALL GOpJERS (TYP) 10" THICK CONCRETE FOUNDATION WALL, (2)-•4 Il TOP 4 BOT, OF WALL (3000 MI) FOUNDATION DAMP -PROOFING TO GRADE 4" THICK 2"z4" CONTINUOUS KEYWAY GGNGRETE SLAB- `-12"x20" CONTINUOUS POURED CONCRETE FOOTING (2500 P51) 48" BELOW GRADE MINIMUM 5ASEMENT FOUNDATION DETAIL SCALE: 1/2"=1'-O" SILL PLATE NOTE: I. USE (4)-2" x 6" SPF SILL PLATES AROUND PERIMETER OF FOUNDATION 14' 6' 19' 3' ----- I " I r---� r-------I L--- ----------------------- L---� r-------- - - - - - - -- r---� DROP WALL FOR I 545EMENT WINDOW I I I II )) - I I I 12"- CONTINUO'J5 POURED 1 _---_------ I ,. CONCRETEFOOTING l NOMMUM ------------ - - - - - - -- \ e v 48"BELOW GRADE MINIMUM - a DROP WALL FOR /35. \ \ 1 DROP WALL FOR 'DROP WINDOW `= \ DROP WALL IN FIELD \ , \ _- I B45EMENT WINDOW \1' ' I I = 1 s I I . I I BEAM POCKET L - - J I I •. T"w x 10"h x *'D I I I I 10" ?HICK CONCRETE _ I - FOUNDATION m I I WALL(3000 PSI) I II I CONTINUOUS POURED ON" CONCRETE FOOTING (2500 PST/ CC I I 48" BELOW GRADE MINIMINII-NM I I I I BEPOCKEt / I I DROP FOUNDATION \ TO ACCOMMODATE EGRESS DOOR \ \ DROP 6" BELOW SLAB 12"x20" CONTINUOUS POURED CONCRETE FOOTING (2500 P51) ('�• 45" BELOW GRADE MINIMUM I0" THICK CONCRETE 9 \b 0 / FOUNCaVON G h WALL(3000 PSI),'x��� 2"x6 F.T. SILL WITH SILL SEALER, .. ANCHOR BOLTS a 32 O.C. d / WITHIN 12" OF ALL CORNERS (TTP) �ti \ iiC / BEAM POCKET Kr,4' r--, r- LVL BEAM I I I I - - - • - - l"wx 10"hx 4"D L LVL BEAM L- •' L - J J 3'y "e LALLY COLUMN GN BEAM POCKET 1"w x 1 x 4"D BEAM POCKET l"w x 11 x 411D k - M 30"z30"zl2" CONC. FTG. w/ (3)-5 RE -BARS CONT. 10" THICK CONCRETE FOUNDATION WALLl3000 PSI) DROP WALL FOR I BASEMENT WINDOW SLAB CONSTFIICTION d° (3p00 P511 CONC. 5LAB - I k m/ MIN. 8" H D TOE CRUSHED STONE m c � i 2"xb" P.T. SILL WITH SILL SEaL_R, ANCHOR BOLTS OC. t 1 — WITHIN WRHIN 12" OF ALL CORNERS (iTP) I CORNERS I_ I _: I I I DROP WALL FOR I 12' g'_6" 14, 14'-E" BASEMENT WINDOW G r--� r--� r---1 r-T7 I I I I I LVL BEAM r-I_- _J ° I I I I I I I I " - L-- 3� _ L-_J LALLYN L--J LY COWMN qN 330 -- -- BEAM POCKET 4' - i 3m"0 x w/ (3)-5-BARS CONY. x30�'XI2" CONG, FTC. w/ RE -BARS CONT. l"w x 10"h x 4"D ° I I � I I 10" THICK CONCTE - _ FOUNDATION- WALL13000 P51) , '--- -J I - - - - - - - - - - _ -- - - - - - - - - - - - - - ---- - ,. - -" -� •, "UN XCAVATED"PORCH SLAB s PROPOSED FOUNDATION PLAN SCALE: 1/4"=I'-O" - 1/2" ANCHOR BOLTS 3S"LALLY COLUMN 0 a 42"x42"x16" FOOTING ° a W/ (4)-(5 EACH WAY a 12"xl2"x3/4" COL. STEEL BASE PLATE 30" PLAN VIEW NOT TO SCALE D E S I G N IS TEL:(774) 451 EMAIL: iedesiimaid.cam Project: Proposed Dwelling E)aykerry Lane North DartmoLl MYA Prepared For: a Joao & Ada Patricico V 5-6 A5 5HOWN Issue Datc 5/14/20l9 R-iI i s No. Dace Description i �-zo Garaee on L ek 3.5" LALLY COLUMN 12"x12"x3/4" COL 1/2" ANCHOR BOLTS STEEL BASE PLATE I/4" LEvELING PLATE ON 4" CONCRETE SLAB W/6X6XI0/10 1MWF. x 3/4" NON -SHRINK GROUT (-r �U�1Ep''LONE j 3m"x3m"xl2° CONCRETE FOOTING SECTION DETAIL SCALE: 3/4" =1'-O" Skeet Title: Proposed Foundatiosn Plan M PROPOSED FIRST FLOOR PLAN SCALE: 1/4"=1'.0" IAN EVERETT SCUUZA S+Lucy Little Road] No. Dartmouth, MA 04747, TI=L--(774) 45 I -',4� EMAIL: isou-779hotmai l.com Project: Proposed DwellinS Bayberry Lane; North Dartmouth, MIA Prepared For: Joao &Alda patriei�o S aI- A55HOWN �ss�e Date: 5/i 4/zo i 9 jZevisia�s N--j Dat. ptioa 7-20 1 Gams, or Left Sheet Tine: Proposed rirst Floor, - Layout pan A 1.2 II IIIIIIII I! 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II II !I II (2)-2x12 IIII I I I t 1 i 1 "xl2" FLOOR JOISTS MI&- O.G. 11 it II 11 It 11 11 11 Ill !! !! it II 2'icl2"'FLOORJOUSTS GpIC. 11 Q itIII - "x1�" FL00'i2 JOISTS fib"!bG'i III t ':t fMt' L.Tt-U !1 III; Q ;16' LENI&il-Il ',I itII ' (Vv' L NG wl a qll II II 11 1 IIII II I' II III it II II IIIIIIII IIII !!I II I;II IIII 11 II II II II II II II II II II II II ll II I! II II II II p If II II II II II II II II It ;I ! I II II - III! It PORCH SLAB II II 11 I! II 9 II ':I II II II II II II it II II II II II it II II I II II !III II II p II �! II II II II II II II It II II II II II II .I II 11 it II 11 I 1 11 11 PROPOSED FIRST FLOOR FRAMING PLAN NOT TO SCALE NOTES: I. USE (3)-2"-x 10" SIFF FOR ALL HEADERS AND BEAMS WITH PLYWOOD PLATE UNLESS OTHERWISE SPECIFIED. 2. DESIGN LOAD5 TO MEET THE MAS5ACHU5ETT5 `ith-E0ZjQNl B_UILDINGs_ CODE REQUIREMENTS, 3. ALL NECESSARY ENGINEERING DATA TO BE SUPPLIED BY CONTRACTOR. !. 4. ALL PREFABRICATED STRUCTURAL (FLOOR TRUSSES, L.VI. SUPPORT BEAMS, ROOF TRUSSES TO BE ENGINEERED BY THE MANUFACTURER. S. ALL MANUFACTURED WINDOWS ROUGH OPENING SIZES, EGRESS REQUIREMENTS, AND TEMPERED GLASS REQUIREMENTS SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION t FABRICATION. I D E S I G N S TF.L(774)451-ft4 o EMAL: iedesivns84@gmai1.cor% Project: Proposed Dwelling Bayberry Lane North Dartmouth, MA Prepared For: Joao & Alda Patricio Sheet Tine: Proposed Floor Framing Layout Plan CO 6 it a D E 5 I G N 5 TEL:(774) 451-444o EMAIL: iedesigns84ogmad.com Projc�t: Proposed Dwelling bayberry Lane North Dartmouth, MA Prepared For: Joao &Aida Patricio A5 5HOWN issue Date: 51�-1/2o 19 N--j Dat. I SD—.;ption i 1 7-20 1 Game- -.I eft Sheet Tit6 Proposed }zoof Layout Plan S 1.3 CONTINUOUS RIDGE VENT ASPHALT ROOF SHINGLES (25 YR)� PRE-ENGINEERED TRUSSES ® 24" O.G. (BY OTHERS( Y T4G GDX SHEATHING CON IONS EBBE T. A NO USAB GRACE ICE WATER SHIELDE36 AROUND PERIMETER FROM X EXTERIOR WALL 4 ALL VALLEYS LA ALUMINUM GUTTERSi+tdY'7, Q�At�71 JJJ Ix3 STRAPPING �4� • 6"OG. (21_2"x4" TOP PLATE IzB FASCIA DRYWALL w/TAPE VINYL SOFFIT WITH - (JOINT COMPOUND CONTINUOUS VENT 9 VINLY SIDING (OLLNER CHOICE) BASEBOARD AS SPECIFIED 112 EXTERIOR GRADE PLYWOOD _. SHEATHING SHEATHINATHIN G W/ TYVEK HOUSE WRAP 2"xb" OONTINUOU5 P.T. SILL PLATE WITH SILL SEAL 21'xb" CONTINUOUS 3i" T4G PLYWOOD SUBFLOOR BOTTOM PLATE RING NAILED 4 GLUED FIRST FLOOR _ 2"xl2" RIM JOIST TO FINISHED GRADE TO BE DETERMINED LVL BEAM AT THE TIME OF 2"xi2^ soLID - i"" m ANCHOR BOLTS BLOCKING BETWEEN FLOOR JOISTS R-38 FIBERGLASS GATT. INSULATION OC. - 2"112" FLOOR 0 10" THICK CONCRETE FOUNDATION J015T5 s 1I O.C. -� WALL(3000 PSI) FOUNDATION DAMP -PROOFING 31:"o cONC. FILLED 70 GRADE STEEL LALLY COLUMN 2"x4" CONTINUOUS KEYWAY 4" THICK CONCRETE BASEMENT FLOOR zrmj 5ALS (5000 P51) 12"40" CONTINUOUS POURED CONCRETE FOOTING 12500 P51) 4." BELOW GRADE MINIMUM 30"x30"xl2" CONCRETE FOOTING 5I1I1--DING SECTION NOT TO SCALE II COMPOSITE TOP RAIL 2x4 NAILER 2x2 BALUSTER5 PRE-ENGINEERED BOCA APPROVED TRUSSES • 24"O.G. 12 ® 4" O.C. 4.4 P.T. 5/8" EXT. GRADE PLYWOOD '15 VARIES POST COLUMN FELT PAPER W/ 30 YR ASPHALT SHINGLES W/ICE 4 WATER SHIELD M H25 HURRICANE CLIPS 2.4 NAILER ALUM. DRIP EDGE v ^) 5/4 COMPOSITE DECKING ALUMINUM GUTTER 2x10 RIM JOIST THRU-BOLT RIM JOIST (� I11I 2,10 P.T. F.J. ®I6" O.G. TO POST STAGGEREDINSULATICJ, WITH (2)- .4 BOLTS lJ JlJ 1. 2" MAX. JOIST HANGER IMPSON H2.5 PxII FASCIA BRD. FURRING STRIPS b II O.G. 6" GALE. LAG BOLTS W EXT. GRADE PLYWC UbOD w/ z" TYPE "x" GIP. BIRD. STAGGERED ®16"O.G. (3) 2x12 BEAM SOFFIT W/ CONT. VENT Q FLASHING 4 SIMP5ON GAP BC5 DRIP GAP 2"x4" SLEEPER I" QTR. ROUND 2"xb" DOUBLE TOP PLATE bxb POST POST R-20 FIBERGLASS INSULATION MASSAB44 / z" DRYWALL ./ TAPE - - 1 JOINT COMPOUND _ --III— I_� o CON.. PILLED 16�ONA VINYL SIDING �- SMOOTH FINISH ON CEILING z TUBE (OWNER CHOICE) DECG DETAIL NOT TO SCALE FLASHING 4 DRIP CAP NAILED TO PLYWOOD SHEATHING 4 (PLACED UNDER HOUSE WRAP ING BOARD Dm 2"xIPJ" P.T. DECKING JOIST ® I6" O.C. JJOI5T HANGER 6"' (LAG BOLT W/ WASHER 4 NUT STAGGERED • I6" O.C. 2XIO LEDGE BOARD LEDGER DETAIL NOT TO SCALE OUTSIDE WALL or HOUSE 2 xr STUD WALL . 16" O.G. (TYP) SOFFIT DETAIL SCALE: 3/4" =1'-m" SIMPSON STRONG - TIE (HZ,S) NOT TO SCALE D E 5 1 G N S TEL:(174) 451-4440 ROOF EAV£ FRONDE.OLID BLOCKNG BEIUIEB4 ROOFR TER (—MAIL Iedesivns84@p IJ.com ROW CORER Bd Nall• 12'mL, AT TOP PLATE OF EXf WALL. • 4.' OL. 1 EDGE NAILING DRILL HOLES AS rE0'P FOR PIaoPER VENTING • 4' OC. W HQ PROVIDE 12" WIVE I- PLY - -Q, N SPLICNG FOR ALL P.WEL ADGEB IN THE PERIMETER EDGE ZONE, M M5ER aF JACK .TUD. FASTEN SIMPSON 0.1. COIL STRAP w/ ,- BCREWS • S. OL. LOW(pEN1ERED) .HALL SE PER TABLES 3321 AND 322C OF THE WOOD B TYP. • CORJERS FRAHSO CONSTR MANUPL (LATEST EDITIONI p I fOI CCt: Y J 4'xD HALF --- --- --- RMING Proposed Dwelling EET T —. FATED STRICT. R ROOF FRAMMG • 6" oL, USE PANEL .HE4hIING (C-Dl EPGE N4ILING ay erry Lane HEADER North DartmoT,tk, MA PROVIDE WIDE PLYWOOD ROOF SHEATHING (SEE PLAN) 3/4" PLTWOOD SPLICING FOR ALL 2x BLOCKING PANEL 4DGES IN THE PERIMETER TTP. EDGE ZONE. OPENING FASTEN W/ I/4" SCREWS • 6" O.C. SEE 4RCN DWG. GABLE END !>d • 12' OG. FIELD NAILING Prepared r.r: \ Joao & Alda ratricio - _ T-CICII"IC I tK EDGE ZONE ROOF: DIAPHRAGM DETAIL NOT TO SCALE (32 TO 38 mm) HANDRAIL DETAIL OPENINGS IN EXT, WALL DETAIL CLAMPING RING SEALANT ROOF PANEL ROOF PANEL RIB F: SEAM .L NAIL5 TO PRE -MANUFACTURED HORIZONTAL FLEXIBLE PIPE 1ENT OF TRUSS / FLASHING, WEATHER- 51MP50N STRONG -TIE TC RAFTER GLIP DETAIL NOT TO SCALE LA `R OOF B OOR SNEAM ROOF VENT DETAIL NOT TO SCALE UNCONDITIONED SPACE 4 LIVING AREA WOOD CEILING ASSEMBLY Tt -V PLY( D FLOOR SHEATHING DESCRIPTION 'It," DEEP FURRING CHANNEL SPACED IS" O.C. SCREW ATTACHED PERPENDICULAR TO BOTTOM FLOOR JOIST s IS" OC. OF WOOD FLOOR JOIST SPACED ib" OZ., l2)- ." LAYERS OF TYPE "X" GYPSUM WALL BOARD ATTACHED PERPENDICULAR TO FURRING CHANNEL. le FURRING 70 TOP L F DOR JOISTS SHEATHING ATTACHED LATERS OF GYPSUM WALL BOARD 5-1-A55HOWN k— Data 5/14/2o 19 R=� No.I Dat< 1 7-20 Garzw<mn Le{t Skeet Title: Proposedjections Details S 1.4 r- L == 5. t P= 21. �S _ ' 1 '45" L=25.32 R=25.00' 3 ~� A 58'01'45" S LOT �� ry ®� 67 R=60.00' rn� - 69 H" a EX�STING UN�AT���o FOOE FOUNOAT m4 TOP _65 g6 n E �•� In co 380'f; S 88*52' 12" W 6 VV I HEREBY CERTIFY THAT THE FOUNDATION AS SHOWN COMPLIES WITH THE ZONING REQUIREMENTS AS SET FORTH BY THE TOWN OF DARTMOUTH ZONING BY-LAW.. X O�' n o STEM N D. =T IBr < � C,u 9g y U _> JNO... ATE /'�',, .19 F FOUNDATION AS -BUILT 65.96 rr:,TO(' OF FOUNDATION ( (DESIGN)) = 64.00 S sca/e: 1 " _, .440' 9 Comer 44Faunae CornRoad. dafE: - /20/201 9 Dartmouth, MA I C (508) 998-2125 drown: KPV Civil and Environmental Engineering FAX (508) 998-7554 checked: SM'L Land Use Planning cpproved: SDfG projecMt.• AP 43, LOT 13-1 f`I Ir]1'11\/i[`Il1A1 1 11T A - - I 3' WIDE "GEOFAB" SILT FENCE FABRIC ( or approved equal NOTES: 1"xl" PINE STAKE 3' long ATTENTION: 1. THIS LOT Is LOCATED IN A SINGLE RESIDENCE 8 (SRB) ZONING DISTRICT, THE WORK PROPOSED ON THIS PLAN IS ALLOWED BY AN ORDER OF CONDITIONS AND WETLAND PERMIT ISSUED BY THE DARTMOUTH CONSERVATION COMMISSION WHICH INCLUDES STRICT CONDITIONS AND REQUIREMENTS. 2. THIS LOT IS LOCATED IN A FEMA ZONE "C' AS SHOWN ON THE TOWN NO WORK IS TO PROCEED UNTIL THE CONTRACTOR HAS REVIEWED THE IORDER OF CONDITIONS AND AGREED To ABIDE OF DARTMOUTH, MASSACHUSETTS, BRISTOL COUNTY COMMUNITY -PANEL BY ALL CONDITIONS THEREIN, AND VERIFIED THAT THE PLAN REVISION PATES SPECIFIED ON THE ORDER OF CONDITIONS S NO. 25005CO476F. MATCH THE DRAWINGS SUPPLIED TO THE CONTRACTOR FOR CONSTRUCTION 1 3. THIS LOT IS NOT LOCATED IN AN AQUIFER ZONE, 24* 4. PROPOSED PERCENT LOT COVERAGE - 5 67. 5. BUILDING HEIGHT = <34' T -IN BOTTOM 17--� 12" 6. THE 2 REQUIRED PARKING SPACES ARE PROVIDED IN THE GARAGE. OE OF SILT FENCE 6 7. CONTRACTOR SHALL NOTIFY DIG SAFE AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. SILT / EROSION 8. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES CONTROL FENCING PRIOR TO THE START OF CONSTRUCTION. THIS PLAN IS BASED ON FIELD AND RECORD INFORMATION AND, THEREFORE, MAY NOT COMPLETELY DEPICT ALL NOT TO SCALE EXISTING UTILITIES. D 9. CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IMMEDIATELY IF FIELD UKL 1 CgQ13 U,� CONDITIONS ARE FOUND TO DIFFER WITH THESE DRAWINGS. i v ',CRL 00 .00' ' 5 45 10. ALL WATER AND SEWER SERVICES SHALL BE SEPARATED BY A MINIMUM R!:� OF 10'-0'. CRL 03, C 45- 06 49 aV,=NO i3O Ll "CR i, THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF THE ABUTTING VEGETATED V, jl'�; :145*± I AREA AND UTILITIES IN THE CONSTRUCTION OF THIS SITE. REPAIR OF DAMAGED R C4 NO CRC1,14 CR 25 PROPERTY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO COST TO THE OWNER. CRL'5 1W, al i RkORL i T'fl rP.0 12. THIS PROJECT IS COVERED UNDER A VARIANCE AMENDMENT CASE #2016-13. �46'� 1 OC45 4 '-d r� 344 :L C43 MAP 43 - LOT 4 NIF CONGREGATION OF HOLY CROSS EASTERN PROVINCE, INC. 4zv.vu PROPERTY LINE EXISTING CONTOUR EXISTING UNDERGROUND TELEPHONE LINE EXISTING GAS MAIN EXISTING DRAINAGE LINE EXISTING WATER MAIN S - - - - EXISTING SEWER LINE EXISTING UNDERGROUND ELECTRIC 100911 EXISTING WATER GATE VALVE EXISTING FIRE HYDRANT EXISTING GAS GATE VALVE EXISTING CATCH BASIN EXISTING DRAIN MANHOLE EXISTING TELEPHONE MANHOLE EXISTING ELECTRIC MANHOLE EXISTING SEWER MANHOLE 00 3ETtAC CRL C31 CRL C32 EDGE OF' BORDERING VEGETATED WETLANDS FOR BUILDING DEPARTMENT USE FOR PERMIT REV.- 6/21/2019 scale,- 1"=40' SITEC 449 Faunce Corner Road oatev 4/29/2019 Dort—M. MA 02747 (508) 998-2125 drawn: KPM Civil and Environmental Engineering FAX (500) 998-7554 checked- SDG L..d Use Planning WWW.SrfEC-fWNffANG.COM '°ter MAP 43 LOT 13-1 SUBDIVISION LOT 8 ----- --- BAYBERRY LANE DARTMOUTH, MA N�, &nt JOAO & ALDA PATRICIO iwwing title: sheet of SITE PLAN Aced No. OV 18-6941 drawing number LOT e SP-1 r RESIDENTIAL ,SE F1rJftk �1t3IiYSfiiPil3TFt� .1 Owner Record: Name V t) Contact Address Phone Number 2.2 Authorized Agent: 9 Name (print) Contact Address Phone Number 3.1 Licensed Construction Supervisor/Specialty Licenser License Number. Company Name/Contractor Name: % Q Address: % g—fVW2 Expiration p n Date. Signature: Telephone: 63 3.2 Homeowner Exemptio6 - 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 purpo-,es 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: �iglature: •sue,- Mr � - „�-� �,` 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 ❑ No i:ma7:2,Eid__�LS4;RX4�"a4pC��P ❑ Deck ❑ Pool ❑ Repairs ❑ Alteration ❑ Chimney/Fireplace ❑ Woodstove/Pellet Stove VNew Construction* ❑ Accessory Bldg. ❑ Addition ❑ Roofing/Siding ❑ 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): ❑ Dumpster on site ❑ Dumpster On Street Facility Name: Location: *If new construction, please complete the following: Single Family: No. of Bedrooms J 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 �d�Furnace (hat air) -fuel gas (natural or propane), fuel oil, electricity, other (specify): JV" T U t'Gt moiler (heatang) - fuel gas (natural or propane), fuel oil, electricity, other (specify): CL , LA Y' �, $ NrHVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): ❑ Air conditioning - (separate unit) ❑ None of the above to be provided ET Hot Water: Gas Electric Fuel Oil Other - Item Estimated Cost ($) to be completed by permit applicant 1. Building 2. Electrical 3. Plumbing 4. Mechanical (HVAC) 5. Total +2+3+4) {,,be �'a�t1 �ete�: hen. - ovvri �� enf'�`cat��cacto�:a . (Please Print) 1, , as Owner of the subject property hereby au r to act on my behalf, in all matters relative to work authorized by this building permit application. .Signature of Owner Date 1 P i �— �` t• t as Owner/Authorized Agent hereby declare that the statements and informEation on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. "Signature of Owner/Authorized Agent Date "5Y" £ -_ %' i k � '� "��il�l�k�S� � t���yi"L1�LB���f^��$Lt67-AE�T� C• �. r eo' ^4 .T .k Less Application Fee: $25.00 Remaining Balance: $ % Total Permit Fee: $ . Other $ Amount $ Gross Area - New Construction total sq. ft. Gross Area - Alteration total sq. ft. Permit Issued to: r,z' 1y� �� �'y � �J G3� �1� '�'��Gr lL'' Zell,, Kn R.; _. Y 1BE)� EDP00 _ .. V 1111MI IN ❑ Phased Approval (R106.3.3) PLICATION FEE IS NON RE. `LE N- ON®TRANSFERABLE DATE RECEIVED rmOUTH BUILDING DEPARTMENT 400 Slocum Road 4 A' Dartmouth, MA 02747 �i w ne: 508-910-1820 Fax: 508-910-1838 www.town.dartmouth.ma.us lU 1.1 P7/nta erty Address: �/ 1.2 Assessors &Lot Number: t Person: %P Map Lot one Number:? 1.3 Historical District ❑ Yes ❑ No 1 Year Built 1.4 Water Supply (MGL c40 s54): 1.5 Sewage Disposal System: ❑ Municipal ❑ Municipal, ❑ Altering more than 25% per side of building ❑ Private Well ❑ On Site Disposal System Has application been submitted to the Historic Commission? ❑ Yes ❑ No Date: �-7 ° JU ems O 5 J13 CON�_IUCTIONPLANS SITE PLAN' ENERGYRE06""IDIr ._'