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HomeMy WebLinkAbout2023-05-02 WAIVER Watershed SP I v ttORTH Town of North Andover Office of the Planning D-el'o I arl, 120 Main Street North Andover,MassachusetW0184g, C 0 NOTICE OF DECISION Watershed Special Permit-Waiver Date of Decision: May 2, 2023 Application of: Paul Bea 151 Salem Street North Andover,MA 01$45 Premises Affected: .151 Salem Street, North Andover, MA 01845, Map 37.B, Parcel 28, within the R-3 zoning district. HISTORY AND BACKGROUND On April 21, 2023 the applicant requested a waiver of the Watershed Protection District Special Permit, in accordance with the North Andover Zoning Bylaw Article 4 Section 195-4.24. Waiver' of Special Permit, so as to allow construction of a new 11.5' x'l 14' three season porch within the Non-Discharge Buffer Zone. Bordering vegetated wetlands to an intermittent stream are located approximately 170' away from the proposed land disturbance. The porch and landing foundation will consist of five helical footings,two of which are located on an existing brick patio.The project does not require any vegetation removal or regrading. FINDING OF FACT The Planning Board has made its decision based on the following findings: • The scope consists of installation of five helical footings. 0 No vegetation removal or regrading is required. • A waiver of the Watershed Protection District special pen-nit is requested, and although there is an impervious structure proposed there will be very limited ground disturbance. . CONDITIONS * A 12" diameter mulch sock, staked at 4' intervals, will be installed at the, limit of work pfior to building permit issuance. * The two downspouts from front comers of new porch are to be buried and expanded to terminate in a drywell with capacity of approximately 100 gallons. A pop-up drain emitter to be installed at top to slowly discharge water in storm events exceeding the capacity of the system. # As required per§195-4.24 Waiver of special permit on the Zoning Bylaw,.the applicant must schedule and agree in writing for the Town Planner..t&p erfonh*4,rqinirhum of two inspections during the construction process to encore proper eirosiofi .'control is established during construction. & A copy of the recorded Notice of Decision shall be deliverod, t6 'tide- Planning Department prior to building permit issuance. • The Applicant shall incorporate the following conditions as a deed restriction and a copy of the recorded deed restriction shall be submitted to the Town Planner and included in the file, o Fertilizers are limited to those which are either organic or slow-release nitrogen and phosphorous-free. , o The use of coal tar-based pavement sealants is prohibited: This decision.must be filed with the North Essex Fegistry of Deeds. The following information is included as part of this decision: Plan titled: Bea#002-•C6062, 151 Salem Sheet,North Andover, MA., O1845 DECISION After a Planning.Board meeting on the above date, and upon a motion by J. Simons and 2Id by P. Boynton a vote was taken with regard to a waiver-of the 'Watershed Special Permit. The vote was 4-0, unanimous in favor of the waiver. On Be if of Nort , Andover Planning Board titan Goldberg John Simons Peter Boynton .Kelly Cormier 2 1 v 1 i DECLARATION OF RESTRICTION This Declaration of Restriction is made and entered Into as of this 4th day of May, 2023 by Paul H Lea Jr, (hereinafter"Bea"),of 151 Salem Street, North Andover, MA 01845,the owner of a certain parcel of land located at 151 Salem Street, North Andover, MA 01845 with the deed referenced in Book 17513 Page 71. WHEREAS, Bea has applied to the Planning Board of the Town of North Andover for a Watershed Special Permit. -WHEREAS, Bea agrees,for himself, his successors and assigns that; 1. Fertilizers are limited to those that are either organic or slow-release nitrogen and phosphorous free. 2. The use of coal tar-based pavement sealants Is prohibited. Signed as a sealed Instrument on this date set forth above, Pau Be Jr. ti !II ' I I COMMONWEALTH OF MASSACHUSETTS Essex SS On this — �`' day of , 2093 , before me, the undersigned notary public, personally'appeared who proved to me through satisfactory evidence of identification, which was to be the person(s) whose names) is/are signed on the preceding or attached document, and acknowledged to me that they signed it voluntarily, for its stated purpose. Notary Public: My Commission Expires: p� KELLY QOYLE NOTARY PUBLIC COMMONWEALTH OF MA$SAGHUSETTS MY COMMISSION EXPIRES O6/17/2027 ...-,.hadec- 'IC FRNE590A P1fAPG9E.ARP�AeECKFRANCNSW000FPORA'ftON I5 NGi1.H04EFOH INpPE�-'TnE.SPELNt,CDF6EOVFMiPL Ofl R�IPEGT�F9CFANYIM'G.INGLPPlNG. MODERN ARCHITECTURAL CONSTRUCTION INC 6VfN9TLFREOTO.LOSGOFumC�nTEOPFAF 5.6U5AL99DPPGft NG GRPTNER ECONOMIC IA.�.APoSI"GOUT CFTNCl.ISE PFBEiMCE4GRAN'/C-0N5�11CISCN P W15 NEry}vlm FROx MCHP➢EC%FRANGD4ACM ORPOR 110N,EVEN IFAR F WA 7 F MTi MLSBfLDUM ORATIPN Wft OE EN AOdI0E00FTRE POSS10�1.GYPPSOr,TI OAwiGE RIGTYIE 0IIR0EFi'S AE5PmN51PILP�'YbE45UAE111E1LCNULY.WMPLIANGEwIfN APFjJG 3TATIS MOR RFGuC mmf01.AT0FRIESSOFP0RP0$E 0F'W DUNG OR pp (,/ ■■[ [�/�Jq ','1{y''�71 d.b.a. Archadeck of Suburban Boston p° IEVSEow �,°""E�"E°FRo�A>, PE ��PR~�" O t Vi O V r � �'!1 1. - FGGRTECK FRSNcm;sFEGF. MLHAOEGK FRANCHS�c C:IRPORATiON 1G NOT FNGAGEO IN RENP[gNO PAOFFSJONAL GERJ=PR AWICE.l E0Ff COT5iM=0NW%GFM4ATFONPRWJ0M BY ARCKADECI( FRtwC VNG CORPOPArm IS SUWECT10 I1 EAf 0flaO MscwMERG W TG'OUT - W YAPPEAR THIIDt1PHO11TTME CLNTiUCt�N PIAI�.PPNrA+'Z1hAN0 OniLA GOCUM[NI�' - PRWIOm TOTMC OWIALRA✓iP G1G1T1uRFL DESIGN LOAD CRITERIA BEA SYMBOLLEGEND FOOTINGIFOUNDATION LOADS P.S.F. CEILING RS F UVE LOAD 60 #.[ T.O.D.TAG OETAEL TAG WTRi STORAGE(Lf24Q) 20 #OOZ-CSOIjZ OETAIL NUMBER DEAD LOAD 10 WITHOUT STORAGE(LI240) 10 XKrt TOTAL DESIGN LOAD 70 151 SALEM STREET \ "AREAOF DETAIL-; LOADS(Ll240) P.s.F. W17HS70RAGE(L)3S0) 20 N0RTHANDOVER, MA, 01845 P0114T IONAG SHEET- DECK ------'- (DECKFRAMING) WTHOUT STORAGE(L860) 10 POINT OF TAG FRAMING DESIGN UVE LOAD 60 DEAD LOAD 10 SE ON TAG FRAMING DESIGN DEAD LOAD 10 ABBREVIATIONS: STAIR TAG TOTAL FRAMING DESIGN LOAD 70 ROOF LOADS(U240) P.S.F. r Pst: SNOW LOAD 50 #B -BEAM - GLU. -GLULAM bN FLOOR LOADS(LJ350) DEAD LOAD 18 #BB -BAND BOARD H-D.G. -HAT DIPPED GALVANIZED I+�—SECTION OUT PLANE LIVE LOAD(LMNG) 40 #C -RAIL CAP LENGTH HOR. -HEADER I LIVE LOAD(SLEEPING) 30 TOTAL DESIGN LOAD ES #GB -COLLAR BEAM INT. -INTERIOR DEAD LOAD 10 PERGOLA LOADSB -DOUBLE BAND - L-- DIRECTION CF VIEW {LI240} P.S.P.S,F #DJ -DOUBLE JOIST IN. INCH ��— SPA LOADS L7240 pg,R LIVE LOAD 10 #OR -DOUBLE RAFTER LBS. -POUNDS I ) L.L LIVE LOAD LIVE LOAD 100 DEAD LOAD 5 #F -FENCE CAP LENGTH DEAD LOAD 10 T L OTAL DESIGN LOAD 15 #G :GIRDER L R -LAMWATEDVENEERLUMBER SHEET INDEX LOWER TOTAL DESIGN LOAD 110 #HB -HOUSE BAND MANLIF. -MANUFACTURER "ASSUMED OPEN FRAMED PERGOLA. #HBE -HOUSE BAND EXTENSION MAX. -MAXIMUM '-ASSUMED SPA LOADING, NOT DESIGNED FOR SNOW LOADS" #KB -KING BEAM VERIFYWI SPA MANUFACTURER" I #QJ -QUAD JOIST MIN. -MINIMUM #RS RIDGE BEAM MOO. MODIFIED S101-FOUNDATION PLAN DESIGNCRITERI,A•, NOTES- #RP -ROOF PLATE N.T.S. NOT TO SCALE S103-FRAMING PLAN - THIS PROJECT HAS BEEN DESIGNED FOLLOWING THE REGULATIONS #TB -TRIPLE BAND O.C. -ON CENTER S105-FLOOR PLAN OF THE 20151RC(INTERNATONAL RESIDENTIAL CODE). #7J -TRIPLE JOIST OPT. -OPTIONAL - WORKTO MEET LOCAL,STATE AND APPLICABLE RULES ALT, -ALTERNATE O.S.B. -ORIENTED STRAND BOARD S109-ROOF PLAN AND REGULATIONS. ALUM. -ALUMINUM RL -POINT LOAD IN-GRADE DESIGN VALUES BASED ONAF&PA. APPROX. -APPROXIMATE RLF -POUNDS PER LINEAR FOOT PROVIDE JOIST HANGERS@ ALL FLUSH FRAME CONDITIONS B➢. -BOARD pS.F »POUNDSPERSQUAREFOOT S201-FRONT;=LEVAT]ON PRESUMPTIVE SAFESOIL BEARING CAPACITY-3000 PST. B.O.B. -BOTTOM OF BEAM P.S.I. -POUNDS PER SQUARE INCH S202-LEFT ELEVATION FROSTLINE=48". q -CENTER LINE PS.L -PARALLEL STRAND LUMBER S203-RIGHT ELEVATION CONNECTIONS TO EXISTING STRUCTURE FLASHED PER LOCAL CODE CJ -CEILING JOIST P.T. -PRESSURE TREATED LUMBER: C.M.U. -CONCRETE MASONRY UNIT FTT -POUR TO TOP -ALL FRAMING LUMBER TO BE Al SA(SOUTHERN PINE)OR CONC. -CONCRETE R V.C. -POLY VINYL CHLORIDE $301-WALL SECTION CONTBETTER,TREATED FOR E DBL XTERIOR USE,PER LOCALCODE U.N.O. -CONTINUOUS RHD. -RIDGE BOARD BL -DOUBLE REQD- -REQUIRED -ALL GLULAM ENGINEERED TYPE LUMBERTO BETREATED FOR EXTERIOR USE: DIA- -DIAMETER R.D. -ROUGH OPENING S501-S502 DETAIL(S) GLULAM STRESS CLASS(24F.-1TE)P.S-I- DIM. -DIMENSION RSW -RIDGE SUPPORT WALL - TIFEET ALL LVL/MICROLL AM ENGINEERED TYPE LUMBER TO BE INTERIOR USE ONLY: O,L -DEAD LOAD S.F. -SQUARE LVL STRESS CLASS MOE,2600Fb)P.S.I. ION. -DOWN S.S. -STAINLESSS STEEL OTL »DETAIL SO. -SQUARE -ALL PWTLVL ENGINEERED TYPE LUMBER TO BE TREATED FOR EXTERIOR USE: ELEC. -ELECTRICAL T&G -TONGUE&GROOVE LVL STRESS CLASS P-02,2600Fb)PS.I. ELEV, -ELEVATION(SEE T.O.D.) T.O.B. -TOP OF BEAM ENGINEER OF RECORD -ALLPSLENGINEERED TYPE LUMBER TO BE TREATED FOR EXTERIOR USE EQUEV. -EQUIVALENT T.O.C. -TOP OF CONCRETE PSL STRESS CLASS(20E,2900Fb)P.S.I. cXT -EXTERIOR 7.O.D. -TOP OF DECK (AS APPLICABLE) FIN- -FINISH 7YP. -TYPICAL CONCRETE: FLR. -FLOOR U.N.O. -UNLESS NOTED OTHERWISE - MINIMUM 28 DAY COMPRESSIVE STRENGTH=3000 PSI. FND. -FOUNDATION UDR. -UPPER Fr. -FOOTIFEET W/ -WITH Rv. -FOUNDATION VENT W/O -WITHOUT CONTACT INFORMATION: DRAWINGS PREPARED BY:ARCHADEGK FRANCHISING CORPORATION .CONSTRUCTION&DRAFTING DEPARTMENT FOR ANY QUESTIONS OR CONCERNS PLEASE CONTACT: - 2426 OLD BRICK RD MODERN ARCHITECTURAL CONSTRUCTION,INC. GLEN ALLEN.VA 23050 1SAdsms Sreet,Burlington,MA 01803 ®2023ARCHADECK FRANCHISING CORPORATION UNAUTHORIZED DUPLICATION ISAVIOLATION OFALL PHONE: (781)273-3500 APPLICABLE LAWS 0 Qo � LE EXISTING RESIDENCE 0 . - co N N L ¢X w c) X LLI 2 DN i �LL Q Lu Q d DOOR THRESHDLD - O 1.,,, Q Z EXL-RNG BRICK PATIO 28f1# 260t1 FLll5FIT0 DECK } o FOR GR COLUMN,TREATED FOR GROUND CONTACT, z (NP) R z Prayar�hy. Ll Altll9tle24FRnrlM1slrt9 CANanrltlrt cwrtAuort.vA23oso Cansw�an a or mn¢noDs�+rne - p7P?3Arthadack FronasleVxl® VK-I.�r_�n.{.I AG ipMo racervetl.Urtcp:hoRxetl euy7lmhan Isavulwort W "w 2/11 6 x 6 P.T COLUMN,TREATFD - FOR GROUND CONTACT, (TYP) T/�[�K 6512U ?280Ii mucALPILE FOOTINGS INSTALLED PER MANUF.SPECk,TO SUPPORT SCALE: 114'=1'-0" POINT LOADS SHOWN IN POUNDS ON PLAN,(TYP.] ISSUE APRIL 4,2023 T:EVISION: 1 I� 4� 3-SEASON ROOM - APRIL 10,2023 FOUNDATTON PL"- s101 8 ' 0 b . H O'o. f6 EXISTING RESIDENCE PROVIDE(8)3,%V'FASTEN MASTER LEDGERLDKS WITHIN 2'-0'TO THE RIGHT OF ROOF POST&USE SIMPSON HANGElZ NHIIC210-2ZOR ECUNALENT 2 x,O HORSE BANDw/JCtST �. HANGERS&3-SV LEOGELOKS OR - EOIINALENTSPACED Q 6"O.C. LLHOUSE BANDLLI CV F O xk w 10 W ¢t x q 12 ATTACH.IOISTTO HOUSE WALL 'cc HB HH &OFLASH F COAL OUIRED PER P (,} Lb (J} m d Q v S501 BN m Cc,Lj Q o VOORTHRFSHOLD BOX 4 DFLUSH TO DECK a Z zz7 REP O9 7 _ 2-BOARD BOX'TEP Q GRADE ®''-�"t�- ©Q 40 14 Pn!Parod IN y DJ Arthod zaxaaom nu Fld'�erw�on of R Clan Nlon,VA2i080 b CAs1WN(3�an 9anNtlnQ aapartrtunl 2 x to BLOC4NG MIDSPAN(TYR) Alt aIBSw rb-arvad.umanmrtxaa dudpndon la a wmauon or �u apyiuoraw� ,4 DJ 12 (2)2 x 10 BAND(Sy . DD (,,Ry SCALE: 1I4"=1'-D' ISSUE APRtL4,2023 [ _ � REVISION: 1 3-SEASON ROOM APRIL 10,24}23 m FRAMING PLAN y S1 ®3 .. ......... .. ..... ............... ......... _ ......._. EXISTING RESIDENCE O. CLOSE DasTING DOOR FRAME wl � MINIMUM(3)2x4 STUDS BENEATH co 'Lc)r7 (1)367 x 80`SCREEN DOOR W ROOF RIDGE BEAM 4%4 ROOF PDST@HINGE (— p; ccp LL <X MEE a Y ur � r- 514x6T.T.RESERVE DECKING WHIDDENFASTENERS y Q >Z, zv oN LuLQn i6SF o Zm DOORTHRESHOLD z O r a Z W4xSTT.RESERVETREADS FLUSH DECK �j y w12x8P.TFRAWNG&2x8 7 BLOCKING @ 10'O.C. O STAIRS TO LAND ON 47 EXISTING PAVERS 1 x 12 P.T-TRIM @ - �£'+�SF A.'. F- B muallc^ . ul PERIMETER 2.26 Gm&la ad n R GumWlmvA2= ConsaoNdn a omNng pawdmdn[ ®1`-9 1 cxanacnadRk Fwn hlsca��o an ti¢Iw n:servc4.uimuP�anmd �� duWlm+kn Iaa woloGon N all oPPllmbb Im _ 4 TRIM A/ 454O t6TR F3R w/2x4 CLEATQ CORNERS `'Y 1j w74 x 41NTERMEOIATEPOST,(TVP.) PFRGO VINYL FLOORING 2x4 STUDS @ 16"O.C,WALLFRA.MING (ELKLOOG"c OAX) SQUARE P.T.LATTICE.1 GATE SCALE. V4"=T-OI W24'h.KNEEWALL FOR WINDOW SILL w1314"AOVAN7 EOH SUB (DETERMINE S2Z&LOCATION w!CLAPBOARD EXTERIOR FINISH& FLOOR€NG PRIORTO CONSTRUCTION) SEAOBOARO INTERIOR FINISH (GLUED&SCREWED) ISSUE 3 SKIRTING APRIL4,2023 SSQ2 REVISION: 1 11 BSEASON ROOM APRIL 10,2023 - FLOOR PLAN z N S105 q,11 z 12 'C o co iad O Za Z. 2 x 12 ROOF PLATES wl 2 z 8 RIDGE BOARD 8 n s -d--• 2x6CRIPPLERAFTEftS916"O.G®ROOF ----'--'""»'"""--- TEE-INwf2z4RIDGESUPPOR7WALL& GABLE ROOF ELEVATTON o _ CEDAR CLAPBOARD FINISH APPROXIMATE CRI CKETAREA 10 2 iO RP RooF50FFTT7o MATCH - p65nNGSOFFIT(FIELD 4 R6D 4 � = AD.IUSTAS NEEDED) 5 1 fa 5501 LLu Q X ocC �u1 BWK „ 7DR B CRICKET f4• O W m (2)1 3 x 1IAW WL z (MICROLLAM)RIDGE BEAM BAND BOARD TO SUPPORT U-1 W O Q wl LOW PROFILE RIDGE VENT RAFTER TAIL FNDS C2 —1 []} FOR DOUBLE MEMBER p cO < Q cc CD c ATTACH BAND BOARD @ HOUSE WALL wf 3" T' li] Z Z tq SIMPSON TIMBER SCR€tNS WSDWS=ODBQ c^ WALL a a 15 C.C.(srAGGERsn @ EACH MD) Q SECTION T-IROUGHOUTLENG'TH O� Z� b $ i i is Finaarea ay: talon Won.vab000_ _ Canotr�Gon&O.Aft A¢w— O2D23Atllotleck F-daslaq CaMp c nitapnmmaarvod U'.'ry.A aaonnauon waNOWaan of 2 z ACHE T O RIDG6"O.C., aA onpl'�pve lm.s ATTACHEDTD RIDGE BOARD - wl SIMPSON CONNECTOR#L7C 5 4 to 1 B BDR SOR a SCALE: 1W=V-0' ENCLOSED GABLE END wl(2) CUSTOM STATIONARY•TEMPERED _ 9:12 GABLE ROOF wl ROOFTi€-IN GLASS WINDOWS.GLASS TO SIT ISSUE TO EbSTING B:t2 ROOF ON SLOPED PVC SILB TRIMMED wf APRIL 4,202$ WH(TEPVC CASING B.IAMBS II [ REVISION: AP 1 �,5"[, it•-s' g•(, R€L 10,2023 Jr--J w RCOF PLAN - N s109 q 1 11-Y 1 J-C 111,F 21-W SHEET SXEETTITLE CATE (n PAGE PROJFMAMEANGAOORESS O z�� e o v 9 MIR #442 SEA G5462, C h1 eCl N N ZO � g� 151 SALEM STREET mb ` P0RTtAN]OVER,MA01$45az " outdoor living DRAWN BY:DMS EXT.#234o ar Suburban Bastoh A O 0 sHEerz sHEeTmLF DATE vr+ce PROJECTNAAEAIVAUDAEss s archadeck° c J A m H�19 #002-BEA-C6d62 r%j , ' Z \ '6 �o Q�� 151 SALEM STREET o N m 0 � @scss>m�� NORTH EAN©OVER,MA01II45 ('� CD n 9H9Z9 ' DRAWN BY:DMB EXT:#234 OU�C�UQC �iVICI N � w � aF Z 15 L Suburban Boston a SHEET# SREETIME DATE PARE PROJECT lb%EAINDADDRE53 A D � s a rchad cic n nM #002-BEA-C6062 ao o 151 SALEM STREET NORTH ANDOVER,MA01 84O 5 outdoor [[ ivi g A R DRAWN BY:DMB EXT.#234 Df z $ 5uhurban BOsWh 5W CDX ROOF SHEATHING SHINGLES STARTING @ EAV5&LAPPED EVERY Im '� Z OVER ENTIRE ROOF ,a, 2x1D RAFTERS Q 16"O.C.(TYR) 12 m ICE&WATER SH€ELD PERLOCALCODE 0 1 x 6 V GROOVE WOOD CEILING FINISH >� 0 TS a V 3 DRIP EDGE O 1X10 PINE FASGIAJ� wl SUB-FASCIA In PVC SOFFIT BbAFiD wl (2)W ROOF BEAM w! m co V ALUMINUM STRIP VENT 2x4 TOP&BOTTOM PLATES F SO- -&2 x 4 LOOKOUT wl 9"OVERHANG cV � Q X - 4x6 P,T.ROOF PAST w! a O L 4x4 P.T.INTERMEDIATE POST P CD F— SW HIGH RG.T� TRACK 5/4x6 RIPPED CAP w Q EZE-BREEZE SCREEN PANEL to LU UI o c INSERT,INSTALLED PER LL ED --x C] MANUF SPECS_ 1x4TRIM } - O < Z II- o o d 41: Z BEADSOARD In VERIFYALLCONNECTTONS INTERIOR FINISH z p PER LOCAL CODES 2x4 FRAMING Qa 16"D.C. 4 vW.m y: -n. NchnC kF�sn—Ws[n9 C.W. 2416 Ok&Irk PE CLAP BOARD Ginn Alien,YA Z306� EXTERIOR FINISH cainwdwna�mncoawmm�m e2ozaAre„axkr nrnwiq camo VINYL an, w roa.u�waoaua 2xaP.T.SOLE PLATE 1x47RIM- FLOOR FINISH auMr�innffiavbbihnN ml app�imem ra..s 2J�L 374"T&G 1 x 12 DECK TRIM SUSFLOOR (}ZIP IF DESIRED) (2)2xl0 EDGE BAND SCALE: NO SCALE 6]c 6 RT.COLUMN,TREATED FOR GROUND CONTACT ISSUE GRADE - APR1L4,2023 o- REos€bN: 1 HELICAL PILE FOOTINGS - APRIL 10,2023 INSTALLED PER MANUF SPECS. TO SUPPORTPOINT LOADS SHOWN IN POUNDS ON PLAN, Y (TYP.) SEC71ONS N S301 ......... ................. - - FLASHING&COUNTER-FLASHING ID=NO WALL&SUBFLOCR_ BEHIND EXISTING SIDING _ COUNTER-FLASH NO OVER FLASHING &OVER HOUSE BAND w1 NO NAIL OR Exs'nNc RIM Jo3GT SCREW PENETRATION. _ ++ 2 x 4 DECKING NAILER{OIAGONAL AD O FASTEN MASTER 3578' DECKING ONLY) LEDGERLOK(]S"C.C,. 3WADVANTECH SUB FLOOR V STAGGERED ISCREWED&GLUED)V �fro, VINYL FLOORING FINISH TT �_ 111: JOIST PER PLAN ZXLSnNG SILL.PLATE _}-r �SIMPSON aLUS(SERIES) a ' OR EOUIVALEE,rr =•-ice. JOiSTHANGER ' EXISTING FOUNDATION �;•:', HOUSE BAND PER PLAN _ FLASHING SBHINO COUNTER-FLASHING In BETWEEN EXISTING RIMJOMT&NEW - C'�,]N ::- HOUSE3AND ISOMETRIC a ~? "� � WQX CO O' L EXTEND RIM,[OIST 2 x 4 DECKING NAILER ¢ Co (— PAST EDGE OFHOUSE H.O.OOLTSPACING BE7WEENLOIS-M(NOTCH BAND 8 FACE NAILTO PER DETAIt» AROUND LAG BOI.TSAS Q' di in HOUSE SAND,INSTALL REO'D-) >2 SIMPSONA35 FRAMING LU O a aNGLE CR NOtiT:TREAD DEPTH WU}-VnFryaEpENDWG oNACTl1ALWIOTH OFTREM MATERIAL2zG FiNMWGld1IE33iF3.OP]'10NAL � m J EOUIVALQSf. 514x6DECKING CDZ CD • o o • F. • ' UPPER DECK e. HOUSE BAND ! PER PLAN ® ® PER PLAN O� 574 x 6 TREADS('IYR) Z FASTEN MASTER 35I8' SIMPSON aLUS(SERIES)OR Ii.R,NAILSPACING EQUWALENTJOIST - 2x 8 FRAME w12 x8 SLOCKING LEOGERLOK E O.C., PER DEl-AIL FG4NGER CONNECTION SPACED PER DECKING SPECIES Afp,edodc Fm�r�W �m�tion STA9G:7RED TO HOUSE BAND X]G OW WN NOTE:DETAIL IS BASED ON TYPICALARCHADECH DESIGN LOAOS,AND STANDARD APPLICATIONS GbeAnen,vAzoaG ADDMCNAL REINFORCEMENTANB STRUCTURE MAY RE REQUIRED FOR NON-STANDARD Canstrurden&or.cNr�a aoPwnent LOAD OR Sr7E CONnMONS. 7.314" a'2o Idn+cnarteckr 'gut iduon GRADE 1X4TRIM MAX. m�,omenmewmlazroner 1 HOUSE BAND WI JOIST HANGERS �) p np�aGa lows. 55�# SCALE 3W=1'-0" li Hi FlHil Ill '( PVC RISER BOARD SCALE:AS NOTED SECTION ISSUE APRIL 4,2023 �2-BOARD BOX STEP @ GRADE REVISIDN- 1 S801 SCALE:1"=1'-0' APRIL 10,2023 F DE WLS r S501. . .. ................................................ ..... ... . 514 x 6 DECKING EXTEND DECKING BEYOND FRAMING CECKTRIM TO COVER -2x6 FRAME=T xe TRIM SKIRTING »2X5 FRAME=1 x 10 TRIM ' -2x10FRAME=1x-12TRIM DECK TRIM -202 FRAME=1 x 12 TRIM BY Q " EXTENDING DECKING&FLUSH y Lti7 FRAMING TRIM BELOW DECK€NG SQUARE(SEE DETAIL) 2 x4 SUPPORT @ 4'-0"O.C. LATTICEAX€M MUM FOR SOLID BOARD PANEL OVER4'-D"HIGH -Q 514 x 6 DECKING I ,{ V. 1x4TRIM 3iul i l 2 x JOIST of EDGE BAND 1 x 127RIM 2 x4 CONTINUOUS NAILER FRAMING GRADE SQUARE LATTICE SKIRTING 2 x 12 FRAME LOW TO GRADE SCALE 112'=1' Ln V 2x t2x12"STAKES .`\// ac4'"0"C.C.�aALL 1 FULL CONCEAL FRAME DECK TRIM CCRNERS \�i \ \ N � � <X 55Q SCALE:VARIES CD U 0n w SQUARE LATTICE SKIRTING OVER FRAMING O 0 CRICKET RAFTERS MAY EXTEND SCALE 1"=T in Q C)j. BEYOND ROOF PLATE PEREfISnNG o b co In In 511-E CDNDTI€DNS CRICKET RAFTERS MAY EXTEND - S €JARS LATTICE SKIRTING - ,� z BEYOND ROOF PLATE PER E)OST1NG SITECONDITIONS m . BETWEEN DECKS `- C DECKTRIM SCALE tY2"-1' z pw.-by, ArhsaacY Fmxhl"Ens c mnmibn DECK TRIM BOTTOM SKIRTING zn 010 VA �d SQUARE - ganAu BW 4 LATTICE TRIM SHOWN wl GRAIN PATTERN FOR CLARITY D--ll 020.23prchaEOU FrancNEJnC camomtlon PANEL wla p �m�a-Wo�a ROOF PLATE PER SPEC. - -�-"'�• ° wlaoollawn. ROOF PLATE PER SPEC. ^ (2)2EAM EPDM MEMBRANE PER PLAN � � AN 2 x4 SUPPORT 1 PER SLOPE ATTACH RAFTER TO DQSTING 4'-T D.C. ' HOUSE FRAMING&FLASH AS MAXIMUM FOR REOUAZED SOLID BOARD EPDM MEMBRANE OVER4'A ELEVATION'HIGH SCALE:AS NOTED ! / /v PER SLOPE \ \\/ n X/j/V SCALE 1/2"p 1' ISSUE ATTACH RAFTER TO EXtSTING �\\ \ JVj1 j HOUSE FRAMING&FLASHAS -\\ \ \\� - APRIL 4,2D23 RE4I11RED 2 CRICKET FRAMING REV€SION: T S5Q2 SCALE:314-=1 0* SQUARE LATTICE SKIRTING OVER FRAMING Ca1)BEAM APRIL 10,2023 SCALE t"=1' X dETAILS 3 SQUARE LATTICE PANEL OVER FRAMING 5502 SCALE:VARIES w S502 Proposol. 879.9 316fi ' I)aWrrer Brothers 1.andscgplog,Iris; Client Name; 8eq,Paul Project Name: :-2023 RDg,11en(151 Salem Street)SM'Sock&Dry Well Install •Jc6slfe Address: 151 Saletii Slreet.North Ahdover, Billing Address;. 151 Salem Street Nbrth Ahdover;MA Mad sachtlsel[N 01845 01845 'gO m,ale€D:, EgT3824909 l7at;B:. Ap-r.24,4023 insta4af1on,rnalntenanc_s and remova€.of approxfrnately 45 eF of 12''diameter sill sock to satisfy Plannhg.'Board Permit Waiver. Silt sock to be installed prier t4 vor�beginning on porch gdd(ifan and to'be lernoved after porch.and dry well insfdj is aorflplete Two downspouts fiom,`frorit corners of new porch to be buried end exlerided:Gwoy from}louse'10 fQvm(nOlp in drywell Iacated pppro�rflately.2fl oil porch,. Orywell to have Wgdlion cppacity suiimnd by 12'of stone.on.all sides ond'bottohi,Wrapped In fllW'fabl-16, for.a total c4pacityaf.approxtmately IOO.gollons:Po' lip drainerhitferto fnstat€ed❑1 fbp fosloinilydisoFirirgeinalerin's}orrn.evenfs' exceeding the cQpacllyof the system, Any Olsturbed greas pf town.fo:be repo€red by spr$ading compost,seeding,sand opplying stdrter ferliuef. Subtotal $3,703,92 Taxes $6.€10 11506 idtE.Tbtaf $3;7(13,42 Pricing Includes all delivery.fees,disposal,and sales tax, . Estirnate authorized by! EAimWO approved b Company Representative cut} mer R pt@se.o pp- 5(gnafure Date, SIgnature Ddtet 134 Clork Street g.978-976-51b8 dowtlekbrothers,com North Aridoyer,MA 01845 �mplla ahgleCs'dolvnerbrQthets,coryt 2023 RIDE,Bea(1'51 SaiemBireet�Slit Sool<&pry Well fnsloli IESr U49091 f aue)'of 1 Paul & Nancy Bea April 21,2023 Mr. Eitan Goldberg,Chair Planning Board Town of North Andover 120 Main Street North Andover,MA 01845 Sit: My wife,Nancy,and I are new residents and homeowners in North Andover,having moved this past December into our house at 151 Salem Street. We are planning to have a three-season porch(11.5'x 14') added to the rear of the structure. We are advised by Town staff that our home is in the Lake Cochichewi.ck watershed. As such,working with our contractor,we plan to mitigate any potential issue of storm water runoff by including an appropriately sized dty well in our construction plans. The project will have minimal effect on the grounds.The porch and landing foundation will consist of five helical footings, two of which are located on an existing brick patio. The only ground disturbance of the project will be those footings. No vegetation will be removed,not is.grading necessary. With that as our intent,we ask the Planning Board for a waiver of the Watershed Special Permit. Sincerely, Paul H. Bea Jr. cc:Jean Enright,Director of Planning 151 Salem Street. North Andover. Massachusetts 01845 202.607.6415 yaulhbeaggmail.com znjhbea®g_mail.com