Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Permit #287-2011 - 134 MABLIN AVENUE 9/9/2010
BUILDING-PERMIT F pURTN TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION ol Permit NO: Date Received �! 'Qp CnCr,CMir,u1 V -,4rim fr Date Issued: / - SSACHUSE�i� IMPORTANT:Applicant A Pplicant`must complete all items on tis page 11 �piN 1i _..�'�,.=r•�r_u5':-�'- ;•>Sa..:1_""e�=c •�T: -- _s's.....32a,, '..,r�•�;:�,.st:��::�v;t?ri�i^ _ _ _ __ _ . - - }- - L�h:!C1�"i;.e�-• �r r:�F:•Li- v�.�.-.: n:1tV - .�.�_- w.�.S::S,`:..'_.c•: _..f',:.Lv,_'::'',J:�n-- _ _ __y_.. 51 - - -rl;Ye^ i.. :.�Y •�rY-•' _ '•Z-•- _ _ I`�..�__ ::I I`z'.::��`�n17=? _�.. y,-,...F-._.x:_. _. ..,._..---,:,Y W.....,.: •!. t; .. �:G--:_ •2 i f l'%-' ::FGi.� YC::' - - __<�'-Y .SJ •-'.?4:4` _ - Z h -Sv �.?: _ � c..E'.' ��r-�F.ds_ 'may _ �_ _ ".i�•f:.4.� .a:Lj,2s{4:rjj:;4i':�,-;�t;`;::�:':.1:�.-�,'>',`.i -;-r ,i/':.r - :a;'�vry i.. ._..'.\:r•' - .clr:..f r�:;T' -:,:h Fl�';. 3.:'^i7_...--4..,-v-,r:: -. , ..�y�.... i �G y ;!,F•-,-_.:_,�� - F--` _ _ _ r:vq,���`(• _ _,._?.,;_.L __A;�-_.:1-.,... S'r`�.�':,Y:rii� F-. '�i4� Lv'r:;:• _ `.�.. - r'''�,'__q^.,. c:'.-('.--k ..,1+'"_..a..-- r-r3-.r - .����5'.J�=..t'¢;•' - :.;•},._ 4c 'F✓' " - - _' =if .:rte-^'_..:: i?' r.,^• u�� {;"z Y. .�� y<.sA-' o-s• - _ .�.;±. cF: _ a+i�i tii• _ _ __ ``�1 - _ - S?ta - f:-` '�(`n-VL�•^' �.:Y ,[-•Yn:v;tf: .A::. -h.', "Y' ?AIS[a u _ •_�•" - r r" ,"Li"'.-a7-a':: .'i +s�TE' x`,�--ter--.}. ; • .�+.c�.q-1�.�Si+:r`rvi'::'�I,•VcaN .Sw[-;_ L� �•� _•�_.��7'•-�t0,. I�;_. - .'.tV. z[f�i .;� 'vJ"�-.�F4�II�.,\L'f-.�.._ ' J. --r�iv t: f2:1t:r 3•.i:4..,t"-,:. z�... �- �+2T.���f�VTi1���/�,1?il!CJ`,iS,c,. _ rS-: - ��._3,_ .�•'�"r-r-=?`s�+T_ .E3-..yG�,fi,.y>.����N--s- C;."yF.. �'�n2,^--S�r��'•=J:��:'4_ear'-,SIJ:. -:3.1�.'�!l.'''4Y:.n"3+Y,.f.:(. r-0.-P_7cx iS��a.T�5,...-.-v?�J�',.,.2'S�:,�.r-.,� ':Dxs1��.'•;v" - _ - _c Y.-..�7, _ .e,2,E kn--_'_�u<^fv-.yir.�S''-. —:I-n:2,-->r._T���_ - �i1r��T'���•-• X�.�..,..�`''�zx.`.'.; .� :r, :� ;i"c.�V w .s:.0 �.• .a-•r,5i;.�i.,.;7:•._,�.,,..,:,:�i-Y�":.:'",�,M1�,r,- -:,U::� "`9A_'FhW- .':k�u�;r a4�1 'y::�-'J�is. �,tra•- �,:�fl''I;��yS. �'�=-J`° =a,�`k ;:T'?k;:�_.�,;;.;y`a„c n:,s:ag;.,_y,:.-; r: ..1?�''�:�_�':`•::Ili='!!„"%rt=.=i•:r��' .!n:Jri�'L.�„`any+,lr.l_,j: aa3 F.'; F'�EF^`-L,t'"Ivr1.P:i.�''+",r/�IS:bzi�i.7�: __„k'Csr '�w(:in'"� •'-=4,. -+-..,� af',r,_..E;s.,- ._�K�.�eC.s':.M��.;`1G:w�-.,. - .V'.. 4 e4, '1C.:.��;,�.,,,.� k1. _.r�,.,.,yr.7-!e e�,r v:a„- ;,r`•3._.,:* a3 .a__ ,f -i� ,a Y,,i"� �- _�`.''E55w:.q�;r��'.s-,Fv--•:.:�-�".��-.Y 4 c u-,- °,��,ac�,. `y, f,�n..-m.�.r.•-.::w.E.:. .:�F�'i'.a4'n'Y^�' [,y�ar'r "i\'r^'5:�._. ��.C�a=� _ _ '�'"',.. �:�^ _ •fiF:. (t 'F. C''�t�`I.`r -t,f-"'' +.,r-,'.!'�._ LL,:r'.;.�:,r•4L-�.: F , 5_ ^.,r"�{ a:--'.•lreT--•*u'sir-+i,;n'l'rz" - -- �$.sr,:�'�:�..�r,,;.i...;,i4.ry,- :,.irn. �-„e_'.We�Tr_�`.F'.5�.+5c'_� Fz���p- �'1r�' f1_,.�.. �1,_,}�;%�-,.� �'�ia .���,�•!7..1'�•..=sc= .-8•'`C,'-:- .c�.rF:n_,a lr:� .s� v�� ..,..a�:`'cS`. .i.�T}ir'-.�i,.._....:=`F?�;�r,3ir /�,a`.'„'••a"i•.'�'�'-�',�;�u�s'r.,,•Irrti,., r '-'fir__.^:I r-r=• ��r'� - _ ��a''.�' �;1�1�'`''��:'x: i;.�1;;s?^--y'�'•—>x.i: ..r:: �?;-»:s;;_i�., �5�,,,,,,_ �. !r:'�F�,L-"t,,+-'�•. :s mom,:�� „;- _ham' �y� ..-,�,�•>~; - _ ��.�T�IiCT�.��;a.�,s�. , �- `��,���. _ r.��_u,:-' 3,�{�+=- - �1,� 7?< a"�`§,•,�.-iN�'4._ tr.r-��T`2;:.s;.`^...^�d.� :s!t.,..:ri.'-.:�:.�;czs=s,?� - �� pec'='- _ _ _7:•a��,f��r �:sila�'t. �r;.,;s r:.:.:.� .} ,'�•r.�?nrrc...-l�t_tS2,�_3 .'•�.�.r`:��-r�:•��:a;,. �:ti:' _��.. _�.- r.,�zo,:Si'.. - .;;�.._ __•;��.,,�.p _ �Js��� _ �,xi.- _,e., ra.-;«_ .;'t?.�ct.:�f: t� ..].i,�i r_c.,^ .,. �='`m",, _ r � 'ri „'s :�,r"5u.• _ :� i.,y ,' f_ � •,�.' .7flOu .11i+,rc-•� -'r_.'.t_:1'tr' _ „I:s_<w,su.lR�retr�'� �r:,r9rt._ k_"t•_.,aF L�'z:".t �:rx��-- ^�-s,.a.�=_, �� -'Ir•..� .y:`:i•rT;ig�r`��3ay-yrs:, ..J._Sc=.., �'_R�.LL�1,.. _ \.�' .�:,y.:,--�' r��3ir_�!�'C,.. - - - n:,.``�'..�ti,_,••- .-s�_..'r..r=.Y1'^*= ,� ?za:...f.0 -�iri~�_ �_�� ❑C- - - :-,r�r"rr�._-ti �ir�tt� ort,.._n..n._._,;vr-v'--�L`:�.a:-...�.l..,i-ate:i�+'•'..'�...•r� 1 4:`r _ _ ":r. `• r,'x..., - ? '�I...., ,.4..,,.Far.,?,k_a}y; ,.�„ :i rt-�`^-t7s -•-,s,� ;gg:._:'.0 c.i::rv_'�'y') `�'3':i=��:�;,�,7•,v<jsl r�,w ._�,:�:i:s�r,,�rl_y;.,,�,i'?�s='l: -.�a"'•'��'L''. .,`�.t3..�� r ,{,,�".F. _ .-r::rti mss; `c i..,p,�a - ..r.�J.��•_.:.i :r°t"i. ,:���.e'-Fv_�,>��31,1`��-�-._'� ry�fi v '" a'S!'�'._,.�,-_,_. TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement- Assessory Bldg Others: Demolition Other _ - .;,F;:...,,,_��: �f.tr.s.i}�%��E�.:Fn".,"v`rt•"'r'�<'{F.'f,t�3.e��„�;."=" =ti;-_ti 2.� au�,�,•.-A= - - ypy� �i�?r•,.. �ifJ `r^k.\... F�a�'`-.:y�7 p= =w = i���s!b'_'-'_"- ._a�a:Y;?t�•:r:r_...•--;N„ -u-•.^r.-=ems - .r.,r�,_ .3,.e;`_ y����,4J�.f3���'_�:c,:,-�:.-�.h,� f{T~ n�:_-;�,.,, :r�. >,5.'_•.�-r.,�h ':3 `"iG��L,-•e:.r��,:.. L�r.� ':lSy. ,f � � NHiI JI J 'i•r'�'J.,S)L•y(r:,-" '-• F---!'.,Y"M .`.m2i ` (Y ,1_ _.Y ;r: -. Lrw >;?. �`,Fx•YS' ';. r J�-s:: -!';a.''l c^ �+c�' I''� � i. � c �!-:l�•, �- r r��'-s•1"'rsr�'r-P�!'1� -i�;,7ti r�6,-_:i=ter. `�J � •�•n'= q q3 � ....__._....._.,..�._.:-:.r•--fu-�ryr'wzfr^"'^..r`.�.-�'�Ei—==: -r':� "I,.X��.�y'�.�>>.�gc��;-•�v�'zr�.s�:':\;a`� =^",',•-�..! ESCRIPTION PREFORMED: cJ Ideniaific 'o a seType or Paint Clearly) — OWNER: Name. P e: 9/y Address: �'.r'' c #'-`t.�J`-=4�` �:y:��.A:t[?ic-..�� ai ��"�n ::cf=•-':�,€, yr 9 -��_�.�_,',_"!�ifi;:'r.�irt ,a(�iS�.:':,fri� �� - - _- ;,�� ��-u. -�s5.,.�--ys•r .z.4=s,r _ ,.=�; =;v�'�':,=' sx,t�"a, �t�T's"r'�c'-r,_.�,-,F"-�_ :..... ,u_'r��+3_"'`r'.,ir�rt•.:�.'�7;�'''- ��••a=:�E�;I��ri3F�,��-s.� µ? _--,.i' T:.s-arr3jrr�•�.�e'-`=•L 5,j,YR "`_w rBSz„ _ "es,-!L.,.! }.3-�r-xr•c,'.: n+'" ,3 .h r�-`. �. 'a"j""'l a`z,w µ -- "' e '�L�`c^-:,\r^it 'Y- '_'.`.'{i.'. '•ri.�'�``-->• _��,,. '� � _� ����'>�.: _`•7 �x �-f rk.�ti ^iw7�--• .,,..,. - nom+- '�3 y� -S�”` '�'-c.�”' �'t,"k� - x" �'��-S�.�°"•��4ry��s'��'^�n>t`i�syn-v.,r�,��:'j�-•'j r. '�E��•-.7-f - .''i`u5j'X'._�,�,•-c,,, ��v„y'��'ayt�-:i`I���, `r x;_.c' +y -F�:-�,�"�r�`,1.:' �;;c S^ "'m ��s�r ,J1 .c`'L1�'S�r�• ti,�-W.�i•-`. u._' i -•^'? �,r} t r_ r r3:%u3. T-;u> za",.`''�{,: 7, �••r. ar.:. _ _ _ ,�r•}. .�i �. +�i�r<;�,,. _ ` "7y.- Tac_ re+•__:.�+y-�r•,-,r�� '3 r+ �!�==": 'u 'a a I��"�� .iR ti� i^ £;z'� >y� •'2:Y i �;. t�;iF '^^� cr��" :gin- •`�i'r� a : ;:"''=•�+m?r-�a-it,'�'_.�f"-1es,.'e�-.x�<":ggqq.i{,'�pppp�u iiii�,s�€�"�:-'.y��'f._=-1e'_=_"•,-r�_'�N��'`'�k<�•.'-3.i�-'��",-'=„xynL.'--,.._..-r•::.::-.�r'masei..;.grTM'8y-dr'w,�ri,�3='�x�.^s-•.�.•l:3,.r+f-_,i.,a.ri.ra ce-'���r-vw+n n,."�'Jv--'`tr�=�.-.,-'�1;,tiy'';a:.etJ���:„�'"I.r.:.h.•�A..l.'.,�!,�,:'.Ur:"`f{-'''/,�:.•�:�_._xys�f=a}r ita'_,;e'i.h1r.(.l�S'�r;�,.,��t..a.i=„.,n::'i r.�_4�:r?"_J%'•.:�.,S:t,e_.y•�-:r�_k;l(.'t:i i.'.,ih'•t'r.'i.:'.r�,a r{.d,5'�:�1:!,�,rC iF'?^:�,�..°`,".+1.yr"vs.Xm7.."r,:2,�iC':�.4✓.,�;���,„�_1a�r;~_�,.{'.<o:r"j,Kxar,t��r.�i�,'e4I-.:Kd":,'3_arr,^e•.L°°.',I�s�.''•''�,pt:k-v:rcF�t,ti.''-e-n:'�r:;•P�--m-c,;rii'7�f�§`:�;A-'i;-s_ni�.�g�,-e'-�•:.-,.,-.�i-rC,:t_.:c-i,�.�'"�sv:•�;:.•E.d�,s»..:�r:;�=F'rx:='x r:,�F'r��4LLt�-,v�"�c•:h..':l�.,1.,_-;.-;.�'l„,'I',:;:F-'ire�--Y��,x';�.�h_�,�,,?1a�r`s1�-ct-b�,'.om.S'1;gl;�,i`bh;t�r•i-r;�n3.:a�•${_•=�'c'.�-�..r.�_,rU.f-�.:r.r�.=.,'�Arw�s0 v�'�`'v` -ra: �?:.-'-'--;�:'T�'�{,/:t��,a'E��s1L�>.:-�F.i.F%c.r�'.eGl;{1•rl,�ti.�.'�.w'f.t'r�y,i,_'y;•.�'.fi�:,tF,��!?,_7rJ,^�..'NO' 5,Y -�K 4�. 7mc 'l..';*�rno�-,.y�,rFp`{�i1";q=x`•:_�r`-_�q-v•�yf-i'ia3•_<Y1s'•"�i�'0z`o•T'k�sI,•er�.i,,-�.c•L,"•�.1•. 7v =i" h 1N. K 'ir.'tte;`,q-�:�T•�^•qre_�J+t:-y",r,�i,.�`r,i: -. 7S.z .'_. -- :g✓Fr:. ` ' O. '•�_f?'?�i'.; ,r�;�:,}_.r =•v» T i,.ne�-rel��':�, 7rs�,�.r�fir�+�,:t:,.,�:.1CL.;.�Tr.�:,�,='��sce'� - - _- �=� �. .,•��•- .err.-.�',tt:�t',,�5"':,:�`^r�Ja��-t'',Sl,`,.--.L�,:w. :,.lr,��.�.. �,. .i'(:-1�}: u•Yr` -=�`:� -.�4':.�-. _,��'uR y,�:+- .r„..:. __ :-x:2:.L. .. _�.:...,t.:6.w.i._L:]- -,' '-+'r'1G? :r;x-:_+ls- �i„�,,��r �`-rr�'�.�I:.:.��:;' .,::C.-.moi ,za,. ;!if','iS„ - - :�.a.r< '.d�• =` _�_..�:...s.F��;:A:""�-r� ���'='-'�5:.: ".�r'fi•':.�..--..,-:-. �:.:�`ni>,".�ri..w�:,'i1�' �,.� 'r>"m.._ yb: Yd:. lH,-ep.. n.".,�',�-�:�•::-::Iz�-'.y�..W,,:_n:�.F•d•�y�'r �c�<- •'�y,^7__.;r-�y. ��":-.,y.�:;,r;.;, _ ,.r._.s-.fir^'�s.:ra'riw. - _ x.r. \z3`.t -_ -����_. -t,�:ri r,a.r e '-i i �•=r -ani .�.._:1 ,'.. 7=;c=yr.._:... _ a.a_,: ��;�.r"JS<M.{...iz4-�:y:=�.G- _�,_::L �1 - ,,5, s ::5:... ,�•�.�:�.:r.f��"•lu.�,...,r.5�;' ^eCr-,_5�.�=.�.�i:�S�--,:T•-`r�•. *.-,3gr,Y`:;-�•;��s•s-^^-F _ r� `w'krr-'¢'..�..��n.,:ar��ux2-!•i�6� '�a.:Ti...-�!. T:f'ersn•: s,-J0.hc__ -,�:Y•'(�^� 'G�� �4z;:..ra•.'E'�...� r�l::F 7M1.:�t'-�-'?G^:�-'��--. .=stt'?'`.�..,�.w.^mak='=`;Y.e t•; :rt+_�-�-�.•Ir tea_ Sk`i-;"f � _ _ -%r:fr. Y�-'1;^_,i,r.: r•-va-...��,m--_;�`� c5.7. lz` .7�. ._. l l'".t �, i --v.rr:,>< �y", -;::3�.'1fd.: -_ -y - t. �t'' 7, e«•.0.,,f,;x, r� �; .�' �']- -�s'i'' �r'- r�_�'.4"'-'"` � f„gv 12i=,'ei'•'`tk��- : i >_.T;z-.o,..r�S� ��F„"S,f'�.='�_, L�lras`•I'S�;.r'T:..�$'-xif'f� lGy„��� 11��:Wi��3�:,�� - �-�t�j!^^_ -�'I - �I:=1�':I-„y��S7,�.��_rii S,T�'.';��•+.c.M� -�':,�ztr_:'i�r �.AJ'1:Y.9 1�I'n- •tiz'r r:.�}9..Y:u. i�.-, ._,.,n.'-”,as,�:.7,..s..-,, y_�::a:_,:•�'•F•�u.,._,�;.,,F:u-:�ve�ic�',i�..�-•,,�ri:'��+5-�^�=n`t�.-., -_ a't�'�-�rniAl:+�,)ru:;`.t,';'t'],3_''�f_”" y�"_ r,, -. �',_ J 4:.r: 'f=.+�u_T��•f't,:,_Y :,�:,.',t���ti .T"'{,,Z-1=�''-1-L"'Y.. AD ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT.$12,00 PER$9000,00 OF THE TOTAL ESTIMATED COST BASED ON$925.00 PER S.F. Total Project Cost: $ /, C7 FEE: $ �� Check No.: r111 Receipt No.. NOTE: Pe• o cofv' nregi'stered confi•actors do not have access to the guaranty fund Building Department The following is*a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of N.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or..Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp m Affidavit ❑ PhotQ Cupy of H.I.C. And C.S.L. Licenses P Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check-Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit -- New Construction (Single and Two Family) ❑ Building Permit Application ❑ Ce ified Pr opo'se-1 Plot Plan. ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application i Doc:Building Permit Revised 2008 Y Plans Submitted Plans Waived Certified Plot Flan Stamped Plans [Public YPE OF SEWERAGE DISPOSAL Sewer Tanning/MassageBodyArt S��' ngPoolseli Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - •U FORM DATE REJECTED DATE APPROVED- PLANNING &:DEVELOPMENT COMMENTS I CONSERVATION Reviewed on Si nature l�lJli%IIVICI'V TS H ALTH Reviewed on Signature COMMENTS Zoning Board of Appeals.`Variance, Petition No: Zoning Decision/receipt submitted yes "IV Planning chard Decision: Comments Conservation Decision: Comments Wafer & Sewer Connection/ Driveway Permit DPW Town Engineer: Signature: Located384 Os ood Street .. 7JlaT _ �.z"•'.r_._.-.,-, —.,era,;=.,.•:�.-,_.. pis:--=. ;�,"•��-amu:�:r_a.::e•ssT�:,^a r'- .d...a: •�P: cat'• _;:� •�: ..�-� .lu. - •�vl _� '1,4.;•.r-� _w..pi'''e:j. .- - - F,._�...._.....�_.r.,-r=_•_.yl..l..e.,_-�:._.^_�.�.d ,^.x. -:..._,._..�..:�i..c=:'-r,.e.._ _ - - - shy-e:-,..:hfr=_=::^..h;=•r=sS�:c_?i;m,.. — ry�i' :fn+- yrrF.-u rV:..::Sa�-.LY'...:'.- - _ - __ _ T"y...-• _' �.-..• �=.vim - -- ' il. e_J.. _h-•i:'�'i - � TJi•....;.'+'?:: 111 i Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions._ Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) ❑ Notified for pickup - Date Doc.Building Pemut Revised 2010 Location t No. a-?F7 24,i1 Date © �� NORT1y TOWN OF NORTH ANDOVER O't.�•o ,•1{.p a I + 1 Certificate of Occupancy $ s' MUS<�' Building/Frame Permit Fee $ Yv '"� I Foundation Permit Fee $ k Other Permit Fee $ TOTAL $ Check # 23528 Building Inspector LAWRENCE H. OGDEN,P.E. 198 EAST MAIN STREET GEORGETOWN,MA 01833 978-352-8318 fax 978—352-2858 cell: 978-502-5921 December 6, 2010 Mr. Kenneth Campi 134 Mablin Ave. North Andover a 01845 RE: Camp' i Addition, 134 Mablin Ave,North And er,Ma. 01845 Dear Mr. ampisi As requested I visi rte 12-3-10 to review the installation of the Engineered Ma mg of LVLs Beams utilized in the framing of the above project. These are shown on plans prepared by G.J. Bruno Associates dated 5-5-10 with the framing sheets certified by me 5-13-10. Based on the above site visit and based on what I could visibly see; I can certify that to the best of my knowledge the installation of LVLs and Steel Beam members utilized in the framing as shown on the drawings are installed properly and meet the loading conditions of the 7t'Edition of the Massachusetts State Building Code for 1&2 Family Residences. This certification assumes that all other framing requirements of the drawings and code, including but not limited to materials, nailing schedules,blocking, connections, material manufactures recommendations and other details were properly complied with by the licensed construction supervisor responsible for the project. Should you have any questions please do not hesitate to call. Yours truly, 9 � LAWREhlCE y HAROLD OGDM ti l2�6 �Zo t o Lawrence H. Ogden P.E. Structural 27765 '� 65 0 g � ti. MAL ETa�'\ at.. µoar" TOWN OF NORTH ANDOVER 0 2o`R °L OFFICE OF BUILDING DEPARTMENT 1600 Osgood Street Building 20, Suite 2-36 North Andover Massachusetts 01845 SACNUS Gerald A.Brown Telephone(978)688-9545 Inspector of Buildings Fax (978)688-9542 HOMEOWNER LICENSE EXEMPTION BUIDING PEPMT APPLICATION Please Print DATE: /6 d JOB LOCATION: /1 (,_IL � Number Street Address Map/Lot HOMEOWNER , � ` Name a Phone Work Phone PRESENT MAILING ADDRESS ,3 City Town cr�rw Zip Code The current exemption for"homeowners"was extended to include owner-occupied dwellings too units or less and to allow such homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor). State Building (Code Section 108.3.5.1) DEFINITION OF HOMEOWNER 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 structures. A person who constructs more that one home in a two-year period shall not be considered a homeowner. The undersigned"homeowner"assumes responsibility for compliances with the State Building Code and other Applicable codes,by-laws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of North Andover Building Department minimum inspection procedures and requirements and that he/she will comply with saidrocedures and requirements. p HOMEOWNERS SIGNATURE P APPROVAL OF BUILDING OFFICIAL Revised 7.2009 Form Homeowners Exemption BOARD OF APPEALS 688-9541 CONSERVATION 688-9530 HEALTH 688-9540 - PLANNIIdG 688 - 935 CERTIFIED PLOT PLAN P�'jH OF SSS PREPARED FOR: o gcti KEN CAMPISI SS AT I NO. 35773 134 MABLIN A VENUE , S NORTH ANDOVER, MA. AL LAt30 NORTH ESSEX REGISTRY OF DEEDS.• BK. 10869 PG 289 ASSESSORS MAP. 06, LOT 58 ZONING: R-4 SCALE. 1 --201 DA 7F• OCTOBER 05, 2010 NOTE: ELEVATIONS ARE BASED ON NGVD. OF 1929. NOTE.• BENCHMARK IS REFERENCE MARKER NO. 4 AS SHOWN ON F.I.R.M. NO. 250098, PANEL 0003, DATED 06-02-93, DESCRIBED AS A MONEL RIVET SET IN GRANITE CORPORATE BOUNDARY MONUMENT, APPROX. 10' SOUTH OF EAST END OF GREEN STREET BRIDGE OVER THE SHAWSHEEN RIVER, RECOVERED ON 10-05-10. TBM.=PUNCH MARK ON GAS GATE RIM ELEVATION=34.28' MABLIN A VENUE -- 33xQ--------- EDGE OF PAVEMENT 100.00 � l w 9 00 15.1' 13.6' 21.2' � 19.5' W PROP. (� -7/72-0-77-8 �NGARAGE ►u PORCH oFIN. FL. �o - ELEV ; Lc 18.2 - � O 0 ��' �' 18.0' q 0 /EXI S TI N G' 16.25.0'- O (�/ , / `�TOP OF FOUND. / N ELEVATION=37.05' ►� D WELLING -- 77771, NO 134 XIST 38.1 ' U,3.7 WORK SHOP 7.0'. �//� 5.5 L----- 7.7' 4.7' t 100.00, PREPARED BY JOHN ABAGIS & ASSOCIATES, PROMSIONAL LAND SURVEYORS 9 BAR7LETT STREET, NO. 252, ANDOVER, MA. (978)-688-4899 JOB NO. 4431 t M APPROXIMATE ♦ "u[h� III 21 � • • r `!! Tei .iiFEET AVENUE - ZONE X- L' Jyr, J .-? YY S P.n • • ��t�llil I�II I 1 OG ZONE X--j O � A TyvytCx F �n�r • �3Y ' FLOOD INSURANCE RATE MAP iL r '�7 ifA 41 r( y Kra' -"+�s�r i y�N §ai'� f �J< '. T�r�' y� n Xve •� TOWN OF NORTH ANDOVER, STREE '� ' sem ""� '�.k M $ x' FlSXJ'�Ysn u n fELMWOOD � tJ!fi��� r)t �' �.6q 1 �3,ego y t r v L l/ ,,.,..,. MASSACHUSETTS'1 STREET ��� f to sr.? ," -- ~ m' r f�if��. • � (SEE MAP INDEX FOR PANELS NOT I 1 f STREET • • . N STREET SHAWSHEE � N Y�✓{y'F 3• Y! }` AVENUE PANEL LOCA'nON INGLEWOODI 710 COMMUNITY-PANEL NUMBER STREET 250098 0003 C JUNE 2,1993 CORPORATE LIMITS Y ML6 gGLR,..f t 3s "_ BUILDING PLANNING bustible materials or pressure-preservative-treated Zones),ASCE 24 is permitted subject to the limitations of I wood. this code and the limitations therein. 2. When in addition to the requirements of Section R322.1.2 Structural systems.All structural systems of all R318.1, an approved method of protecting the foam buildings and structures shall be designed, connected and plastic and structure from subterranean termite dam- anchored to resist flotation, collapse or permanent lateral age is used. movement due to structural loads and stresses from flooding 3. On the interior side of basement walls. equal to the design flood elevation. R322.1.3 Flood-resistant construction.All buildings and structures erected in areas prone to flooding shall be con- SECTION R319 structed by methods and practices that minimize flood dam- SITE ADDRESS age. R319.1 Address numbers. Buildings shall have approved R322.1.4 Establishing the design flood elevation. The address numbers,building numbers or approved building iden- design flood elevation shall be used to define areas prone to tification placed in a position that is plainly legible and visible flooding. At a minimum, the design flood elevation is the from the street or road fronting the property. These numbers higher of: shall contrast with their background.Address numbers shall be 1. The base flood elevation at the depth of peak eleva- Arabic numbers or alphabetical letters. Numbers shall be a tion of flooding(including wave height)which has a 1 minimum of 4 inches (102 mm)high with a minimum stroke width of/2 inch(12.7 mm).Where access is by means of a pri- percent equaled or exor exceeded flood)ceeded in any y greater chance of being vate road and the building address cannot be viewed from the given year,or public way,a monument,pole or other sign or means shall be 2. The elevation of the design flood associated with the used to identify the structure. area designated on a flood hazard map adopted by the community,or otherwise legally designated. R322.1.4.1 Determination of design flood elevations. SECTION R320 If design flood elevations are not specified,the building ACCESSIBILITY official is authorized to require the applicant to: R320.1 Scope.Where there are four or more dwelling units or 1. Obtain and reasonably use data available from a sleeping units in a single structure,the provisions of Chapter 11 federal,state or other source;or of the International Building Code for Group R-3 shall apply. 2. Determine the design flood elevation in accor- dance with accepted hydrologic and hydraulic SECTION R321 engineering practices used to define special flood ELEVATORS AND PLATFORM LIFTS hazard areas.Determinations shall be undertaken by a registered design professional who shall doc- R321.1 Elevators.Where provided,passenger elevators,lim- ument that the technical methods used reflect cur- ited-use/limited-application elevators or private residence ele- rently accepted engineering practice. Studies, vators shall comply with ASME A17.1. - analyses and computations shall be submitted in R321.2 Platform lifts. Where provided, platform lifts shall sufficient detail to allow thorough review and comply with ASME A18.1. approval. R321.3 Accessibility.Elevators or platform lifts that are part of R322.1.4.2 Determination of impacts.In riverine flood an accessible route required by Chapter 11 of the International hazard areas where design flood elevations are specified Building Code, shall comply with ICC A117.1. but floodways have not been designated, the applicant shall demonstrate that the effect of the proposed build- ings and structures on design flood elevations,including SECTION R322 fill, when combined with all other existing and antici- FL-OOD_RESISTANT FLOOD-RESISTANT-CONSTRUCTION pated flood hazard area encroachments,will not increase the design flood elevation more than 1 foot(305 mm)at R322.1 General. Buildings and structures constructed in any point within the jurisdiction. whole or in part in flood hazard areas(including A or V Zones) R322or strutted in accordance with the provisions contained in this .1.5 Lowest floor.The lowest floor shall be the floor as established in Table R301.2(1) shall be designed and con- j ,_ __ of the lowest enclosed area,including basement,but exclud- � section. ing any unfinished flood-resistant enclosure that is useable solely for vehicle parking,tbuilding access or limited storage Exception:Buildings and structures located in whole or in providedthat-such-enclosure is not built so as to render the part in identified floodways shall be designed and con- building or structure in violation of this section. structed in accordance with ASCE 24. R322.1.6 Protection of mechanical and electrical systems. R322.1.1 Alternative provisions.As an alternative to the Electrical systems,equipment and components;heating,ven- requirements in Section R322.3 for buildings and structures tilating,air conditioning;plumbing appliances and plumbing located in whole or in part in coastal high-hazard areas (V fixtures;duct systems; and other service equipment shall be 2009 INTERNATIONAL RESIDENTIAL CODE® 67 BUILDING PLANNING i 'R located at or above the elevation required in Section R322.2 R322.1.10 As-built elevation documentation. A regis- (flood hazard areas including A Zones)or R322.3 (coastal tered design professional shall prepare and seal documenta- high-hazard areas including V Zones).If replaced as part of tion of the elevations specified in Section R322.2 or R322.3. a substantial improvement, electrical systems, equipment R322.2 Flood hazard areas (including A Zones). All areas and components;heating,ventilating,air conditioning and that have been determined to be prone to flooding but not sub- plumbing appliances and plumbing fixtures;duct systems; ject to high velocity wave action shall be designated as flood and other service equipment shall meet the requirements of hazard areas.Flood hazard areas that have been delineated as this section. Systems,fixtures,and equipment and compo- subject to wave heights between 1'/2 feet(457 mm)and 3 feet nents shall not be mounted on or penetrate through walls (914 mm)shall be designated as Coastal A Zones.All building intended to break away under flood loads. and structures constructed in whole or in part in flood hazard Exception: Locating electrical systems, equipment and areas shall be designed and constructed in accordance with components; heating, ventilating, air conditioning; Sections R322.2.1 through R322.2.3. plumbing appliances and plumbing fixtures; duct sys- R322.2.1 Elevation requirements. tems;and other service equipment is permitted below the elevation required in Section R322.2(flood hazard areas 1. Buildings and structures in flood hazard areas not including A Zones)or R322.3(coastal high-hazard areas designated as Coastal A Zones shall have the lowest including V Zones)provided that they are designed and floors elevated to or above the design flood elevation. installed to prevent water from entering or accumulating 2. Buildings and structures in flood hazard areas desig- within the components and to resist hydrostatic and nated as Coastal A Zones shall have the lowest floors hydrodynamic loads and stresses, including the effects elevated to or above the base flood elevation plus 1 of buoyancy, during the occurrence of flooding to the foot (305 mm), or to the design flood elevation, design flood elevation in accordance with ASCE 24. whichever is higher. Electrical wiring systems are permitted to be located below the required elevation provided they conform to 3. In areas of shallow flooding (AO Zones), buildings the provisions of the electrical part of this code for wet and structures shall have the lowest floor(including locations. basement)elevated at least as high above the highest adjacent grade as the depth number specified in feet R322.1.7 Protection of water supply and sanitary sew- on the FIRM, or at least 2 feet(610 mm) if a depth age systems. New and replacement water supply systems number is not specified. shall be designed to minimize or eliminate infiltration of 4. Basement floors that are below grade on all sides flood waters into the systems in accordance with the plumb- shall be elevated to or above the design flood eleva- ing provisions of this code.New and replacement sanitary sewage systems shall be designed to minimize or eliminate tion. infiltration of floodwaters into systems and discharges from Exception:Enclosed areas below the design flood eleva- systems into floodwaters in accordance with the plumbing tion, including basements whose floors are not below provisions of this code and Chapter 3 of the International grade on all sides,shall meet the requirements of Section Private Sewage Disposal Code. R322.2.2. R322.1.8 Flood-resistant materials. Building materials (i---22.2.2..Enclosed=area=below design flood elevation. used below the elevation required in Section R322.2(flood Enclosed areas,including.crawl-spaces,that are below the hazard areas including A Zones) or R322.3 (coastal high- designflood elevation shall: _-a hazard areas including V Zones)shall comply with the fol- -- -" " lowing: ( 1. Be used solely for parking of vehicles,_building __access_or.storage: _ 1. All wood, including floor sheathing, shall be pres- sure-preservative-treated in accordance with AWPA 2. Be provided with flood openings that meet the fol- U1 for the species,product,preservative and end use lowing criteria: or be the decay-resistant heartwood of redwood, 2.1. There shall be a minimum of two openings on black locust or cedars.Preservatives shall be listed in different sides of each enclosed area; if a Section 4 of AWPA Ul. building has more than one enclosed area be- 2. Materials and installation methods used for flooring low the design flood elevation,each area shall and interior and exterior walls and wall coverings have openings on exterior walls. shall conform to the provisions of FEMA/FIA-TB-2. 2.2. The total net area of all openings shall be at R322.1.9 Manufactured homes. New or replacement least 1 square inch(645 mm2)for each square foot 0.093 m2)of enclosed area,or the open- manufactured homes shall be elevated in accordanceSwith ins shall be designed and the construction Section R322.2 or Section R322.3 in coastal high-hazard documents shall include astatement by areg- areas(V Zones).The anchor and tie-down requirements of n professional that the design of istered desi rof Sections AE604 and AE605 of Appendix E shall apply.The g P foundation and anchorage of manufactured homes to be the openings will provide for equalization of located in identified floodways shall be designed and con- hydrostatic flood forces on exterior walls by structed in accordance with ASCE 24. allowing for the automatic entry and exit of 68 2009 INTERNATIONAL RESIDENTIAL CODE® x° BUILDING PLANNING I floodwaters as specified in Section 2.6.2.2 of est floor, with the exception of mat or raft founda- ASCE 24. tions, piling, pile caps, columns, grade beams and 2.3. The bottom of each opening shall be 1 foot bracing,is: (305 mm) or less above the adjacent ground 1.1. Located at or above the design flood eleva- level. tion,if the lowest horizontal structural mem- 2.4. Openings shall be not less than 3 inches (76 ber is oriented parallel to the direction of wave mm)in any direction in the plane of the wall. approach,where parallel shall mean less than 2.5. Any louvers,screens or other opening covers or equal to 20 degrees(0.35 rad)from the di- shall allow the automatic flow of floodwaters rection of approach,or into and out of the enclosed area. 1.2. Located at the base flood elevation plus 1 foot 2.6. Openings installed in doors and windows,that (305 mm), or the design flood elevation, meet requirements 2.1 through 2.5, are ac- whichever is higher, if the lowest horizontal ceptable;however, doors and windows with- structural member is oriented perpendicular out installed openings do not meet the to the direction of wave approach,where per- requirements of this section. pendicular shall mean greater than 20 degrees (0.35 rad)from the direction of approach. R322.2.3 Foundation design and construction. Founda- 2. Basement floors that are below grade on all sides are tion walls for all buildings and structures erected in flood prohibited. hazard areas shall meet the requirements of Chapter 4. Exception:Unless designed in accordance with Section 3. The use of fill for structural support is prohibited. R404: 4. Minor grading,and the placement of minor quantities 1. The unsupported height of 6-inch(152 mm)plain of fill, shall be permitted for landscaping and for masonry walls shall be no more than 3 feet(914 drainage purposes under and around buildings and for . mm). support of parking slabs,pool decks,patios and walk- ways. 2. The unsupported height of 8-inch(203 mm)plain masonry walls shall be no more than 4 feet(1219 Exception: Walls and partitions enclosing areas mm). below the design flood elevation shall meet the 3. The unsupported height of 8-inch(203 mm)rein- requirements of Sections R322.3.4 and R322.3.5. forced masonry walls shall be no more than 8 feet R322.3.3 Foundations.Buildings and structures erected in (2438 mm). coastal high-hazard areas shall be supported on pilings or For the purpose of this exception, unsupported columns and shall be adequately anchored to those pilings height is the distance from the finished grade of the or columns.Pilings shall have adequate soil penetrations to under-floor space and the top of the wall. resist the combined wave and wind loads(lateral and uplift). Water loading values used shall be those associated with the R322.3 Coastal high-hazard areas (including V Zones). design flood.Wind loading values shall be those required by Areas that have been determined to be subject to wave heights this code. Pile embedment shall include consideration of in excess of 3 feet(914 mm)or subject to high-velocity wave decreased resistance capacity caused by scour of soil strata action or wave-induced erosion shall be designated as coastal surrounding the piling.Pile systems design and installation high-hazard areas. Buildings and structures constructed in shall be certified in accordance with Section R322.3.6.Mat, whole or in part in coastal high-hazard areas shall be designed raft or other foundations that support columns shall not be and constructed in accordance with Sections R322.3.1 through permitted where soil investigations that are required in R322.3.6. accordance with Section R401.4 indicate that soil material R322.3.1 Location and site preparation. under the mat,raft or other foundation is subject to scour or erosion from wave-velocity flow conditions. Slabs, pools, 1. New buildings and buildings that are determined to be pool decks and walkways shall be located and constructed substantially improved pursuant to Section to be structurally independent of buildings and structures R105.3.1.1,shall be located landward of the reach of and their foundations to prevent transfer of flood loads to mean high tide. the buildings and structures during conditions of flooding, 2. For any alteration of sand dunes and mangrove stands scour or erosion from wave-velocity flow conditions,unless the building official shall require submission of an the buildings and structures and their foundation are engineering analysis which demonstrates that the pro- designed to resist the additional flood load. posed alteration will not increase the potential for R322.3.4 Walls below design flood elevation. Walls and flood damage. partitions are permitted below the elevated floor,provided 1 R322.3.2 Elevation requirements. that such walls and partitions are not part of the structural 1. All buildings and structures erected within coastal support of the building or structure and: high hazard areas shall be elevated so that the lowest 1. Electrical,mechanical,and plumbing system compo- portion of all structural members supporting the low- nents are not to be mounted on or penetrate through 2009 INTERNATIONAL RESIDENTIAL CODE® 69 BUILDING PLANNING walls that are designed to break away under flood loads;and 2. Are constructed with insect screening or open lattice; or 3. Are designed to break away or collapse without caus- ing collapse,displacement or other structural damage to the elevated portion of the building or supporting foundation system.Such walls,framing and connec- tions shall have a design safe loading resistance of not less than 10(479 Pa)and no more than 20 pounds per square foot(958 Pa);or . Where wind loading values of this code exceed 20 4 g pounds per square foot (958 Pa), the construction documents shall include documentation prepared and sealed by a registered design professional that: 4.1. The walls and partitions below the design flood elevation have been designed to col- lapse from a water load less than that which would occur during the design flood. 4.2.The elevated portion of the building and sup- porting foundation system have been designed to withstand the effects of wind and flood loads acting simultaneously on all building compo- nents (structural and nonstructural). Water loading values used shall be those associated with the design flood. Wind loading values shall be those required by this code. R322.3.5 Enclosed areas below design flood elevation. Enclosed areas below the design flood elevation shall be used solely for parking of vehicles,building access or stor- age. R322.3.6 Construction documents.The construction doc- uments shall include documentation that is prepared and sealed by a registered design professional that the design and methods of construction to be used meet the applicable criteria of this section. SECTION R323 STORM SHELTERS R323.1 General. This section applies to the construction of storm shelters when constructed as separate detached buildings or when constructed as safe rooms within buildings for the pur- pose of providing safe refuge from storms that produce high winds, such as tornados and hurricanes. In addition to other applicable requirements in this code, storm shelters shall be constructed in accordance with ICC/NSSA-500. 2009 INTERNATIONAL RESIDENTIAL CODE® 70 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE system in accordance with 780 CMR 9 shall not Flood Proofing. Any combination of structural exceed 250 feet(76200 mm)in length. and nonstructural additions, changes, or 2. Exit access travel distance on a walkway adjustments to structures which reduce or constructed with both sides at least 50% open eliminate flood damage to non-residential shall not exceed 300 feet(91440 mm)in length. structures. CMR 3107.0 FLOOD-RERSTANT High-hazard Zones (V Zones) Areas of tidal CONSTRUCTION C__ influence which have been determined to be 3107.1 Genera:All lbuildings-and-strnctu-res erected subject to wave run heights in excess of three in areas_prone to`flo`oding shall be constructed and-feet or subject to high-velocity wave run-up or elevated as required;by the-provisions`of-780CMR-) wave-induced erosion(V Zones). 07.0. Highest Adjacent Grade. The highest natural 3107.2 Definitions:The following words and terms elevation of the ground surface, prior to shall,for the purposes of 780 CAR 3107, and as construction,adjoining the proposed foundation used elsewhers in 780 CMR, have the meanings walls oja structure shown herein: Impact Loads: Loads induced by the collision of liA-Zones: Flood-hazard zones- all areas which solid objects on a structure carried by have been determined to be prone to flooding, floodwater. but not subject to high-velocity waters or wave Floor: The lowest floor of the lowest action. enclosed area(including basement/cellar). An Base Flood Elevation: The flood having a I% unfinished or flood resistant enclosure, usable chance of being equalled or exceed in any given solely for parking of vehicles,building access,or year and shall be used to define areas prone to incidental storage in an area other than a flooding,and describe at a minimum, the depth basement(cellar with appropriate hydrostatic or peak elevation of flooding. openings as required in 780 CMR 3107.5.3 is not considered a building's lowest floor. Basement/cellar. Any area of the building having Manufactured Home: See DEFINITIONS, its fioor subgrade (Below ground level) on all 780 CMR 3502. sides. Breakaway Wall: A wall that is not part of the Scouring: The erosion or washing away of slopes structural support of the building and intended, or soil by velocity waters. through its design and construction,to collapse under specific lateral loading Special Hazard Zones: An area having special g forces without flood, and/or flood-related erosion hazards and causing damage to the elevated portion of the building or supporting foundation system shown on a Flood Hazard Boundry Map or FIRM as Zone A,AO,AI-30,AE,A99,AH, V0, Elevation: The placement of a structure above VI-30, VE, V. flood level to minimize or prevent flood damages. Start of Construction:The date the building permit Flood Hazard Zones: Areas which have been was issued, provided the actual start of determined to be prone to flooding but not to construction,repair,reconstruction,placement, high velocity waters or wave action. (A ZONES) or other improvement was within 180 days of the permit date The actual start means the first Floodproofing: Any combination of structural and placement of permanent construction of a non-structural additions, changes or structure on a site,such as the pouring of slab or adjustments to structures which reduce or footings, the installation of piles, the ! eliminate flood damage to new or substantially construction of columns,or any work beyond the improved structures stage of excavation or the placement of a manufactured home on a foundation. FEMA: Federal Emergency Management Agency. Structure: A waged and roofed building,including a gas or liquid storage tank, that is principally Flood Insurance Rate:Flood insurance rate map above ground and affixed to a permanent site,as (FDUI)means an official map of a community, well as a manufactured home . � which delineates both the special hazard areas and the risk premium zones applcable to the community. 432 780 CMR-Sixth Edition corrected-9/19/97(Effective 2/28/97) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS SPECIAL CONSTRUCTION Substantial Improvements: Substantial The 100-year flood elevation shall be determined improvement means any reconstruction, as follows: rehabilitation, addition, repair or improvement 1. In Al-30,AH,AE, V1-30 and VE,the Base of a structure, the cost of which equals or Flood Elevation is provided on the community's exceeds 50%of the market value of the structure Flood Insurance Study and the Flood Insurance before the "start of construction" of the Rate Map(FIRM. improvement This term includes structures 2. In AO zones,add the depth provided on the ! which have incurred "Substantial damage", Flood Insurance Rate Map' to the highest g � P g regardless of the actual repair work performed adjacent grade If no depth is provided add at Substantial improvement does not, however, least two feet to the highest adjacent grade include either: 3. In A,A99 and V zones,the building official, I. any project for improvement of a structure to design professional, or surveyor shall obtain, correct existing violations of state or local review and reasonably utilize and Base Flood health.sanitary,or safety codes which have been Elevation Data available from a federal,state or idenAified by the local code enforcement official other reliable sources. and which are the minimum necessary to assure 3107.4 Hazard zones: Areas which have been safe living conditions or ", determined to be prone to flooding shall be classified 2. any alteration of a "Kutoric structure as either flood-hazard zones (A Zones) or high- provided that the alteration will not preclude the structure's continued designation as a "historic hazard zones (V Zones) in accordance with 780 CMR 3107.5 and 3107.6. structure.11 Note 1: The following items can be excluded 3107.5 Flood-hazard zones (A Zones): All areas from the cost of improvement or repair:plans, which have been determined to be prone to flooding specifications, survey,permits, and other items but not subject to high-velocity waters or wave which are separate from or incidental to the action shall be designated as floodhazard zones. All repair of the damaged or improved building. i.a buildings and structures as defined in 780 CMR debris removaUcartage. 3107.2 erected or substantially improved in Note 2: The latest Assessors'structure value may floodhazard zones shall be designed and constructed be used,provided that the Assessors certify that in accordance with 780 CMR 3107.5.1 through said value is based on 100% valuation, less 3107.5.4. Plans for such construction or depreciation. improvements shall be prepared by a qualified registered professional engineer or architect to VZones: Areas of tidal influence which have been ensure the compliance with 780 CMR 310 7.5. detemmined to be subject to wave run heights in excess of three feet or subject to high-velocity Exception:a proposed addition that triggers the wave run-up or wave-induced erosion. (V Zones) substantial improvement requirements shall be constructed according to the provisions of Variance: A grant of relief by a community and 780 CMR 3107.5. However, the existing the Commonwealth, via the Boards of Appeal, structure is not'required to be brought into from the terms of the Floodplain Management compliance with 780 CARL 3107.S,provided that Regulations. the addition IS NOT an additional story(s)which relies on the support of the existing structure- Venting.A tructureVenting.A system designed to allow flood waters to Should the construction of an additional enter an enclosure, usually the interior of story(s) meet the substantial improvement foundations walls,so that the rising water does definition,the existing structure shall then meet not create a dangerous differential in hydrostatic all the applicable provisions of 780 CMR 3107.5. pressure;usually achieved through openings in 3107.5.1 Elevation: All buildings or structures the walls Vents may be installed in garage doors erected within a flood-hazard zone shall be to satisfy this requirement,provided such vents elevated so that the lowest floor is located at or are installed consistent with 780 CMR 3107 above the base flood elevation. All basement/ The necessity of human intervention, such as cellar floor surfaces shall be located at or above opening garage doors, does not satisfy this the base flood elevations. requirement Exceptions: 3107.3 Base flood elevation: The base flood 1. Floors of occupancy in any use group, elevation shall be used to define areas prone to other than use group R, below the base flood flooding, and shall describe, at a minimum, the elevation shall conform to 780 CAR 3107.5.4. depth or peak elevation of flooding.(including wave 2. Floors of occupancies in any use group } height)which has a 1%(100-year flood)or greater which are utilized solely for structure means chance of occurring in any given year. of egress, incidental storage garages and parking,and which are located below the base 9/19/97(Effective 2/28/97)-corrected 780 CMR-Sixth Edition 433 rj = 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE flood elevation, shall conform to 780 CMR shall be provided with shutoff valves or closure 3107.5.3. devices to prevent backwater flow during 3107.5.2 Anchorage: The structural systems of conditions of flooding. all buildings or structures shall be designed, 3107.6 High-hazard zones (V Zones): Areas of connected and anchored to resist flotation, tidal influence which have been determined to be collapse or permanent lateral movement due to subject to wave heights in excess of three feet(914 structural loads and stresses from flooding equal to the base flood elevation and shall be designed mm) or subject to high-velocity wave run-up or in accordance with 780 CMR 16153 and 1615.4. wave-induced erosion shall be classified as high- hazard zones. All buildings or structures erected in 3107.5.3 Enclosures below base flood elevation: a high-hazard zone shall be designed and Enclosed spaces below the base flood elevation constructed in accordance with 780 CMR 3107.6.1 shall not be used for human occupancy with the through 3107.6.4. Plans for such construction shall exception of structure means of egress, entrance be prepared by a registered professional engineer foyers, stairways and incidental storage. Fully or architect to ensure compliance with 780 CMR enclosed spaces shall be designed to equalize 3107.6 automatically hydrostatic forces on exterior walls Exception:a proposed addition that triggers the by allowing for the entry and exit of floodwaters. substantial improvement requirements shall be Designs for meeting this requirement shall either constructed according to the provisions of be certified by a registered design professional in 780 CMR 3107.6. However, the existing accordance with 780 CMR 3107.12 or conform to structure is not required to be brought into the following minimum criterion: a minimum of compliance with 780 CMR 3107.6,provided that two openings having a total net area of not less the addition IS NOT an additional story(s)which than one square inch (645 mm) for every one relies on the support of the existing structure square foot (0.1 m) of enclosed area subject to Should the construction of an additional flooding shall be provided. The bottom of all story(s) meet the substantial improvement openings shall not be higher than 12 inches(305 definition,the existing structure shall then meet mm) above grade immediately adjacent to the all the applicable provisions of 780 CAM 3107.6. location of the opening. Openings shall not be } equipped with screens, louvers, valves or other Note:Areas shown as V Zones on the most recent coverings or devices unless such devices permit Flood Insurance Rate Map published by the the automatic entry and discharge of floodwaters. Federal Emergency Management Agency shall be tructi 3107.5.4 Water-resistant—cons on considered in establishing high-hazard zones. Occupancies in any use group other than Use 3107.6.1 Elevation: All buildings or structures Group R shall, in lieu of meeting the elevation erected within a high-hazard zone shall be provisions of 780 CMR 3107.5.1,be erected with elevated so that the lowest portion of all structural floors usable for human occupancy below the base members supporting the lowest floor, with the flood elevation provided that the following exception of mat or raft foundations, piling, pile conditions are met: caps, columns, grade beams and bracing, is 1. All space below the base flood elevation located at or above the base flood elevation. shall be constructed with walls and floors that 3107.6.2 Enclosures below base flood elevation: are substantially impermeable to the passage of All spaces below the base flood elevation in a water. high-hazard zone shall not be used for human 2. All structural components subject to occupancy and shall be free of obstruction except hydrostatic and hydrodynamic loads and as permitted herein: stresses during the occurrence of flooding to 1. Mat or raft foundations, piling, pile caps, the base flood elevation shall be capable of bracing, grade beams and columns which resisting such forces, including the effects of provide structural support for the building. buoyancy. 2. Entrances and exits which are necessary for 3. All openings below the base flood required ingress and means of egress. elevation shall be provided with water-tight 3. Incidental storage of portable or mobile closures and shall have adequate structural items readily moved in the event of a storm. capacity support all flood loads acting upon 4. Walls and partitions are permitted to the closure surfaces 4. All floor and wall penetrations for enclose all or part of the space below the plumbing, mechanical and electrical systems elevated floor provided that such walls and partitions are not part of the structural support shall be made water tight to prevent floodwater of the building and are constructed with insect seepage through spaces between the penetration and wall construction materials. screening,open wood lattice,or nonsupporting walls designed to break away or collapse Sanitary sewer and storm drainage systems that have openings below the base flood elevation without causing collapse,displacement or other 434 780 CMR-Sixth Edition 2/7/97 (Effective 2/28/97) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS SPECIAL CONSTRUCTION structural damage to the elevated portion of the Construction materials shall be resistant to water building or supporting foundation system due damage in accordance with the provisions of to the effect of wind loads as specified in 780 CMR 1808.0, 1810.2,1813.4, 2307.2, 2309.1, 780 CMR 1611.0 and water loads as specified 2311.4,2311.6 and 2503.4. in 780 CMR 1615.0 acting simultaneously. Any such nonsupporting solid wall shall be 3107.9 Mobile units: New or replacement mobile certified as specified in 780 CMR 3107.12.3. units to be located in any hazard zone shall be placed in accordance with the applicable elevation 3107.6.3 Foundations:All buildings or structures requirements of 780 CMR 3107.5.1 and 3107.6.1 erected in high-hazard zones shall be supported and the anchor and tie-down requirements of on pilings or columns and shall be adequately 780 CMR 35. anchored to such pilings or columns. The piling shall have adequate soil penetrations to resist the 3107.10 Alterations, renovations and repairs: combined wave and wind loads(lateral and uplift) Alterations, renovations and repairs to existing to which such piles are likely to be subjected buildings located in any hazard zone shall comply during a flood to the base flood elevation. Pile with all applicable provisions of 780 CMR embedment shall include consideration of Compliance with 780 CMR 3107 is not required decreased resistance capacity caused by scour of unless such alteration, renovation or repairs soil strata surrounding the piling. Pile system constitute substantial improvements as defined in design and installation shall also be made in 780 CMR 3107.2. accordance with the provisions of 780 CMR 1816.0 and 1817.0. Mat or raft foundations which Exception: Repair or replacement of existting support columns shall not be permitted where soil foundations shall comply with 780 CMR investigations required in accordance with 3107.6.4. 780 CMR 1802.1 indicate that soil material under the mat or raft is subject to scour or erosion from 3107.11 Increases in building height and floor wave-velocity flow conditions. area: See 780 CMR 3107.S Exception and 3107.6 3107.64 Repair or Replacement of Existing Exception. Foundations. Existing foundations may be 3107.12 Certifications: Certifications shall be repaired without further compliance with submitted in accordance with 780 CMR 3107.12.1 780 CMR 3107 unless the work required is through 3107.12.3. determined to be substantial as defined herein. Exception: Existing foundation systems 3107,.12.1 As-built elevation certifications: A which are replaced in total or which are licensed land surveyor or registered design replaced so as to constitute new construction professional shall certify the actual elevation (in shall meet the requirements of 780 CMR relation to base flood elevation) of the lowest 3107.6 regardless of whether the work structural member required to be elevated by the required is substantial provisions of 780 CMR 12. 3107.12.2 Waterresistant construction: Where 3107.7 Protection of mechanical and electrical buildings or structures are to be constructed in systems:New and replacement electrical equipment accordance with 780 CMR 3107.5.4, the code and heating, ventilating, air conditioning and other official shall require that a registered, design service equipment shall be either placed above the professional provide construction documents base flood elevation or protected so as to prevent showing proposed details of floor, wall and water from entering or accumulating within the foundation support components, loading system components during floods up to the base computations and other essential technical data flood elevation in accordance with the mechanical used in meeting the conditions of 780 CMR code listed in Appendix A. Installation of electrical 3107.5.4. The construction documents shall be wiring and outlets, switches, junction boxes and accompanied by a statement bearing the signature panels below the base flood elevation shall conform of the registered design professional indicating to the provisions of 527 CMR 12.00 listed in that the design and proposed methods of Appendix A for location of such items in wet construction are in accordance with all applicable locations. Duct insulation subject to water damage provisions of 780 CMR 3107.5.4. shall not be installed below the base flood elevation. 3107.12.3 High-hazard construction: Where 3107.8 Construction materials, methods and buildings or structures are to be constructed in practices: All buildings or structures erected in accordance with 780 CMR 3107.6, the code flood-hazard zones (A Zones) or in high-hazard official shall require that a registered design 1 zones(V Zones)shall be constructed with materials professional provide construction documents resistant i to flood damage and be constructed b showing proposed details.of foundation support g Y and connection components which are used in that minimize flood damage. P methods and practicesg 2/7/97 (Effective 2/28/97) 780 CMR-Sixth Edition 435 NORTH ` `L 0 0 _ Andover 0 ;VY ' . , . No._ U 7 , avlI _ , = A K E o dower, Mass., COC HICHEWICK %SDRATED BOARD OF HEALTH Food/Kitchen .PERMIT T D Septic System BUILDING INSPECTOR THISCERTIFIES THAT...... .... . ....Ce. ..:......................................................................................................... Foundation has permission to erect..........:............................. buildings on .../3.5?. ... G � Rough to be occupied as........................... C��... G�c:��� , -Xsr...... 2... .�.�1 ... .......�........ p Chimney provided that the person accepting this permit shall every respect conformio the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations-Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough «r.. ....... .............................. Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous- Place on the- Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det.