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5 BARNES RD - BUILDING INSPECTION (2)
� •- \� '� --- I'h� C'omnwmrrahh of��fas�;�rhusclts _ �,l \ 1 �' '� �1u,irJ al 13uilJing Rrgulations ;ind SlauJarJs ('I I'1' UF 'Z y� 1 ,�;, � ��1;iss:irhusrtts SIatC DuilJin � s,\Lli,�l � �y,,.. �Cud�. 79U CM1IR 13uiiJin � P�rm' � ' /b•�i.�r�l iGu•'nl/ rt ,� h• . b �,ittun fo ' i 1 p C�nstruct. R.pair. Rcnur r Dr wlish � Unv- ur Tun•Pi�n�ilr U�rrllin+ This Srdiun Fur 011icial .¢Onl l3uilJing Permit Numbcr: __ Uatt B liccl: �_ UwlJin�1)Il1nal�Prin1 N;un�) 5iynaWre � "�� SECTION 1:SITE INFOR ON �• per^,1�y(rey A �,2a �� �,��yp,kpurcellVumben •2'� on I.�a le ihie�n nca trd street? -ee no ��h wnhar I'urccl Numlwr I.J 2onln� Infonnutlonr I.� prap�rty Dlmenalomt Luniny Diyuict I'ropaseJ Ui�— Lnl Arou(a II 4 1 I�ron��gv(1l) 1.1 Bulldln�Serbuks(R) Frm�t Yurd Si�v Yanb Rryuircd I'ruviJ�d K��YarJ Reyuircd Pruvid.d Hayuired I'ruviJeJ 1.61V�ter uPP�Y�IM.G.L c.aU, §J�! IJ Flood Zone Info�mallont 2nna: _ Uuuida Fload'Lun�? I.a Stw����a��l Sy�tem: Ihiblle� Pri���ta O Muniei fl On ilh Ji�puyul r�swm O Chack if cep P SECTION7; PROPERTYOWNERSHIP� 3.1 Own�r�o� «or ��� � �"� �''1('1 �(�7 CJ N;unu,Prinq � � Ci�y.St�lu.'l.IP � �V`�`�e � 9�8 ?F�0 /�� Nu.;mJ SImM �_. ' � I'alrphun� hinuil AJdn.ra SEC IONlt DESCRIPTIOIV OF PROPOSED WORK�(eheck all that opply) New Canstruction Existing Building p Owner•Oceupied O Repairs��) �1lteratlon��) O Addiiiun Demuli�ion :>ccrsaory Bldg.p Numberof Unib Or'af �cri tionofProposrd Wark': Q� — Other ❑ Speciiy: tt'� (� � �" � SECTIO�V �; lSTI;�I.�TED CO,VSTRVCTION COSTS I����� Estimatrd Cosn: i L,�bur aud.�Lurri�l�1 Ofi►clol Uee Only I OvilJiny S �' �/ 1. BuilJing permi�Fee: S Indfate huw fee is JettnnineJ: � '. til.arical S �G O St�ndard Ciry:Tu��n Applicuion Fee � ) Plumhiny S ❑Tutil Projat Cui��1 hem 6).v multiplier _ _ r a"G'" +, Uiher Free: S — " ' � J. \I��ch.mi:.d ill\ \('1 i Lisl: j� � � r 11rch.wii.d �i • '— ----- � -- � � `l � i I r� S ------- � . Cii i i�Ci�iUnl �iil;l� \11 F��'¢S: S __' _' — ._' ._ ' " . ._ . . t� Tutrl Prnjcct Cmt i �6�G ('hrcA \'u. _. .__< h¢cA .\muunl: . _. ._. l'.i�h �\m��unl: .,' G� ❑ P.iiJ in Full 0 Uu�sicwJing H.�I.mc¢ Due: � I �%�-� � �d�.�.edc,��, _ ,ec riun s: r��nsrRi�c��n�i�� �t'.Hvu F's ( � � SJ Cuastructiun Supen isur Liccnse lCtiLl ' /� � `?�� �;�n;,�i' m I1n1�/ � C'�Cle` '�� �� I ic�nw N�nnhcr �� J . .. .. . _ ..._ . , V.une�d'l'S1 I I�dJ.t _ . .. �. .... .....'_.—_ I u1 Ctil. l\�x l•ev h.lu��l.__.__'_ _—""._ � .�.�p, I)estripliun s £'�s� --G-`-Ilr�_.._. _ , __._. _-.--- N��. anJ�lrccl �/ �i I�nrcsui.i.diUudJin i�i dils,Ullticu. 11.l ` �/� (�(C� V li 11c.lricttJ l�l•ll�ainil D��cllin -��,\�N�_(_ lc ' -.----'--. . .__—_ ,� 11a:�in . l'ini f�ren.��.it..LII' K�' µ�wlin C���.rin µ�ti µ'induw.mJ SiJia ...--� y f tioliJ I'u¢I Iluming Appliunc.e " 1 ^���.�� 1 Insulutiun � p Dcm�ililion 1'.Ic hunu � I�in:iil:iJJro+t ` � n 7 � �.1 RrYlelcreJ Ilume Impruvrmrnt untnu�or lFI1C) o� I��� �,�s� III ¢4i�traliun umlwf licp�rnUun DW¢ (i� �ILS `'> ' I IIC Cu�ipu�lll Rep�lfJlll I`NIIIY �:111Y1�:I��IL'1! Nu. :u Sinu� ��_ ��¢I. huna • Ci lfown.Slnte ZIP SECTION 6:WORKER9'COM1IPENSATION INSUMNC6 AFFIDAVIT(M.G.I.c• 1�1•� 3SC(6)) Worken Campensa�lon Insurance affidevit mu�t be completed end submined with�hi�applictlfoo• Failure to provida thi� otlidavit will reault in the denlal of the Isauance of the buiidin�permit. SignedAflldavitAtnched4 Y�� •••••••�•• Na...........O SECTION 7�t OWNBR AUTHORiZAT10N TO BE C0111PLETED W HEN OWNER'S ACENT ORCONTRACTOR APPLIE9 FO BUILDINC PERM1IIT I, as Owner af�ha subje.t property.hercby authori:a - �+ o � a��a� to act an my b/phalf,in all mutten relativa to work aut orfzed by thi�bull j{ PP /� � / L{�, �, r1 �\( Outa „�� Pnnl O��nur'�Nwnn lElc�runic Siynuwro) SECTION 7E:OWNER� OR AUTIIOFtIZED AGENT DECLARdT10N gy eniering iny naine belaw, I hereby atte�t under tha poim and penaltie�of perJury thot all uF the infurmntiun con�ained in thia applica�ion is erue and occurate ro ihe best of my knowledge and undersmn��•%T ) � ��c-�-G S �/� { C� n��� 1'rii�l U��n¢I'/ur:\ulh��aiud,\��nt:mJuiriv i��Jecuunic \i gnaUual ,vo rEs: I �nut regist r J in�ihelHume hJpro ve nant�Contr Icwr IHICI Progr nil.n o��n�t`haveh�tteu to�iht u1ti tr.di�iun��racWr pmy`am ur gu�ranryll fo�p1�`.��un un he Coos�ruc�iao Supenbor Li ense�nn be found���Program c'n`ba`'fuunJ a� : ��han subsi:miial��ark isXLum�J, �i�dt�he iniurmatiun bclo�v: r„ �i ��„�� ,�.1 ; �t � . �� o� �''�r i mcluJing yaroga. linishad b�sement a� cf. d.cks ar p��rch� y �---- — Ilabii.�hle ruom cuunt �. . ! Uruiili�ingareaisy. 0.i . .. _... . .. �umh�roihcJru.,uu � . --.. � \wiiF�rol'lir.�,laai U' ... _ . �� --- ♦wnberuth:dl'hutlis , . I i \umheral'ha�hn�wnt � � �'umh.rold.cAi� panhes � � I�\�tC JI II�.11111� �\�ICIIt �'�� �"�e �'l1�lUK� I ..(1���0 i (�.C— �\pe „f:��olu�g .�:i.m (1�'i �, ,' 1 "f,d.d I'm�acl \��u;vC Pa��l.igt���t,q h¢ •uhditnlCd 11v�'f�dal Prnj.Cl C'o+l.. , _. ' ° CITY OF S.1LE�I, l�L-1SS.\CHI;SETTS � , � � � S. Btit[DING DEP\R"C�(EJi'C �- � ` '- � � l?O 1Y/.1SHINGTON STREET, 3�O F[.00R ��°`�` , 'I'� (978} 7�5-9595 � F.t.Y(979) 74Q-98-Sb KI�(gERL,EY DRISCOII. �4AYOR �orL�.s ST.PIERRS DfAECCOR OF PLBLIC PROPERTY/9CII.DNG COSL�IiSSIO�iER . . . .._... .. __. Workcrs' Cumpensation insurance Aff7dxvit: Duildcrs/Contr�ctory/Electricians/Plumbers A � ilicant tnfnrmatlon Plcase Print Le ibt Vetl1C(l3usin�ssOrganizatiarvindividual): G�I�L S ��rP � Address: S �� Co'I( ��`'� �{( r - Ciry/5tatc/Zip:�,�� /�� Phone lt: �1�� �7� �So2� Are you vn cmployer'.'Check the appropdate box: Type of project(requlred): 1.� 1 am a cmployer with �. � ���gencral conttacioY anJ I 6. ❑N w cuna�ruction mployees(full and/or part-[ime).' have himd the aub-contracwo � � 2. i mn a sote praprictar or pautncr- livted on the attached shect� �• 2$�odeling ,hip anJ have no employces Thesa su�contractors hava 8. �y�-;,tp�(tion . wur&ing for mc in any capaciry. worken'comp, insurnnce. 9, . puilding adJition (No workeri comp. insurance 5. ❑ We ace a corpamtion and iro reyuircJ.) officers have exeroiscd th�ir ���0 Electrical repairs or additions 3.0 1 mn a homeownet doing alI work right of exemptiun per MGL I I.Q Plumbing repuin or udditions myxlf. (\o workcrs'wmp. c. 152, §1(4),anJ we have no �z,[� 2aoF mpairy inwrancC reyuircd.J f amployeey.[A'o warkers' �; � Other cump, insurance rcquind.J •nny a�plic:un Ju[ch�cka boz.ol mu�t aiso fill uw ihe uc�iuo bclow ahowinp�heir wmkus'compenwdun puliry inlurmalion. �1 hvn.uwm.�n who xuhmi��hia aflklnvi�indicating ihry�m doing all work md�hcn hirc uuqida cont�ctora m�ut suhmit a new a07Anrit indioling auch �ContrasWn�hu�chak thia bua munt anach.�an a�4liiiutmi.hesl xhuWiny Ihu n:unc of tho YuDeamracWn and thc�r wurken'comy.puliry infurtnatlon. !um an enrployer lhalls providlpg�vorkers'comQrnsadart iielu�unca jor my empluyers. Be/uw I.v rfis polfcy und Job slJs i��jor�nutiaa �j "' fnsumncc Company Vamr. ✓ r�-� e .S f'uliry!!or Self-i��,v. Lic.N: L/C. 3d V �/�� �piration Date'�I/� / I d� ' lub Sirc A�Jress: � ���� S J� CirylStatr/Zip;��i M ��G� �'�'�� .\thrcb a copy u[tde rroAcera'campensatton pullry declarallan p•aKe(showing the polley number and exp�rallou dam). Failuro to securu coverage av required under Sec�ion 25A uCMGL c. 132 can IraJ to Ihe imposi�ion oferiminal penaltias of a tinc up to S I,S00.00 anel/or one•yenr imprisonmen4 as well aa civil penafties in tha focm of n STOP WURK ORDEA anJ n tine of up eo S?50.00�Jay against�ha violnroc 13e adviud�h�t a copy of this siatcment may!x fonvurded ro Ihe O!'lice of Inves�ig��imLv of dir DIA for insurencc cuvcrayc vcrilicatiun. /du lrtirby crnijy ru�J d� L�s �a/drs ujper' Hut-r/et iufurrnu7lun provrdrd ubuva ix tr4r w�J currrct ,�„�,;��„«� � ��:,�v: /G �2S'��'� Phone,'l: - OJ)icru!use mdy. Oo imf i✓rile itt t/iir urc�r, to bt cuniplelnd by ciry u�iaw�i���JcIuL I City ar'1'u�vn: __._ _ Yrrmit/i.lceme# LvuingAw6orily(circloune): � ----- ------'._...— I. UoarJ uf Ileal�h L.fSuild(ng Dep�rtment J,CitylPo�vn Clerk �. Electrieu! (nspcctur 5. Plumbin�; (nspector G.QUicr Cunt�ct Pcrson: __.._ Phonc t!: � ,: '`b CITY OF S�-1LE1�I, �I.�SS�-�CHU5ETI"S BL:ILDL�:G DEP�R"I'�fE�1T �• 1?O WASHL'�tGTON STREHT, 3'�FLOOR `� �� 'I1EL. (978) 7�iS-9595 F.q.K(978) 7�W-9@46 ��{gFRT FY DRSSCOLL .1�1YOR THO:�US S'c.PtERRH DIRECTOR OF PtiHLIC PROPER'IY�BCILDL\G CO�L�(I5SIO�iER Construction Debris Disposal Affidavit (required for all demolition and renovation work) In accordance with the sixth edition of the State Building Code, 780 CMR section 1 l (.5 Debris, and the provisions of MGL c 40, S 54; Building Permit # is issued�vith the condition that the debris resulting from this work shall be disposed of in a properly Iicensed waste disposal facility as defined by MGL c l I 1, S I SOA. 1'he debris will be transported by: ����'�aK ��� (namc of'hauler} � The debris will be disposed af in : ���_�-�-� (name of facility) ��M- C� ! \ � (nddress of faciGty) - � signature of permit applicant la�� J �/ �- aace a�i>r�s��Y.a,x . � 2x' I Z �'t7�'1 l: ' ' S� cD�c �'�Edf�f� � • � r �'S E#��' (�e�P�5�i��y'`y'�� $'o.vt�' S0� �2 0. � 2� Jr/�k�� ��d(!C'S f�?,�5 �t/�Q/4k� t g 1—'� �Q/r/ C _-.L'cE� f{ r�� �' �/ J f� Zxr z � ��o 'o, c . , ��'�� 7° /�IA-T�'`f � �3 1',v3. . � " ,�2 .,��g��r�'�SK»� D�g CE 2x6 r(A�-�j�P� '��� 4 �i`i''� 5�f"i`�' ��co ax6 s��Qi''��,�� . ,�� � �' �zs 6 w,ze �Ld,f�� �1 2Yf'Z- /�O��o. G . /D�.►S TD �rv*r`'� Ek�s�^ /�, � TNS • � ` e� 8 � � �, \ �y ,,,r�s,r�Nv/ co.aT P > �'A�r � �' 8�� w�rr j 6 g�°�^�a'F�`"i /o " ca,crc �o.ct �.e4�. � � ..�i�..��. �..�Z „x 2�"�.rrOc F�ft+TN . � �` „ s�c ���� �� C 8 e D�� • ��r���� nro�s � �L �,�� m A.B. DBL. SILL 1 � �+ SILL SEAL T" n' ^ O f//``j. 4� ' .. W (��i• . � GRADE / �M�� - HEADER SCHEDULE �i� C s� /1 OP_NING SIZE HE�:OER S�Z= / , � 0 TQ 1 LassTnir2'-o' �z�7xg �/ ' ✓ • s � a ' i. °..:o E'-0" (1) M4 REBAft TOP �I, ;ii"<xi^u AND BOTTOM " �� 5'L`oo9'-0" i212si2 4' CLE R �i� 2v4 NEY (3) �4 REBA p I "OSPh.3d2lSC?Pd�l2�d�/J�C��:��5 UNDISiURBED � � ua.ess .c'vi ^:he.u+s�o^cn�-;��la„r.,:ps BEARING SURFACE � ��� � I � Z_p• { a � U T1P�CAL FOUNDA710N DETAIL n � - _ . arx.� rt. /� eEtcc�s � ���/D�'ivGF S`4�RUGiU ' � v � Na�J25Pa �R ���CL �� , J'rA-LC��'�I��7�} • 5+�, � �h � �4 � , 3o�y�/��������/e . � KEUc! 9A�E �1D� 2 Cv/6 a.c . . � �����3� T�,S @ D c F�S : 4 � �,�,� �� �LXSC�l�P `� %��c�.r6 0.c . �N ��HS r�c 5 . �� 4n��'7 i'�f � y" � 5/p^� n �4�( �TY�) / ?1/e� ����." �X/g'r � - II \� OCAr��LO.tLM/�OT�� ���G�i{�r�,�'rt ff- � I� � �+ i /�c� BE � 8���►3 v�e'� . � �G , �o'�A�/e�YU� _. .� ^ —_ 2N�� � � ������a%� _ _. _ .-� �.ria �Lo o,� -__. ,_.; N � _' F,¢,ql'''� ) t i = � �x�-. V �j��� � \°�' ��D � �' -� � �''� /G '9 '' x -0 " A5j�'Go°� 7 ,i ._.. �— �--» �• � /// ` �� "^ �- ..-.� ---� a --� �--• � a ,�- ���!'�sy¢� c-X• �T �� � <vr.f. car�.r,vu�) � 25 - a " t2 � a „ 2 -- � I i/�l J � w , 3 �s'Y'> �•T 5 . �.j. 5 , � �� �. IIFgkISS9 S�RUCTUR' �,n�r�` 1L��/�s�J�EnOcE a. � 5 �' fi sAc�� �C�. � lo � s�� � General Notes: 1. All existing dimensions, conditions and e�evations shall be verified by the contractor. 2. Contractor is responsible for temporary bracing and support during beam installation. 3. All wood framing shall be 1000 psi fiber strength in bending. 4. All framing shall be free from large knots, cracks or other structural defects. 5. Micro-Lam beams, designated as LVL's on design drawings, shali be 2.OE sections with an allowable bending stress of 3100 psi, as manufactured by the Boise Cascade Corp. or an Engineer approved equal. 6. Micro-Lam beams shall be connected together as follows: 2 ply members- 3 per row of 4" Fastenmaster heavy duty wood screws at 16" o.c. from each side. 3 ply members- 3 per row of 5" Fastenmaster heavy duty wood screws at 16" o.c. from each side. Unless otherwise detailed on the drawings. 7. All roof sheathing shall be 4' x 8' sheets of 5/8" CDX plywood and shall be nailed with SD common nails at 6" o.c. along all edges and 8" o.c. throughout the remainder of the sheet. 8. In addition to code required nailing rafters in areas with cathedral ceilings shall be tied to structural ridge members with an LSU sloped hanger as manufactured by Simpson Strong-Tie Co. or an engineer approved equai. 9. In addition to code required nailing rafters shalf be tied to the exterior wall double plates with Modei H2.5 hurricane anchors as manufactured by Simpson Strong-Tie Co. or an engineer approved equal. 10.A11 structural steel shall be ASTM A36. 11.Structural tube steel sections shall be ASTM A500 Grade B. 12.Steel pipe shall be equivalent to ASTM A36 material. 13.Before welding to existing steel, clean and remove all dirt, grease, paint, etc. within a minimum of 1" each side of the weld. 14.Welding shall be in accordance with AWS D1.1 using E70XX electrodes. 15.All bolts, anchor bolts, washers and nuts shall be ASTM A307 unless otherwise noted. 16.Bolts for structural steel connections shall be 3/4" diameter ASTM A325, with a minimum of 2 bolts per connection using standard holes. Unless otherwise specified. 17.All steel connections and details shall be standard in accordance with the latest A.I.S.C. manual and specifications unless otherwise specified. 18.Concrete work shall conform to the latest edition of Building Code Requirements for Reinforced Concrete (ACI 318) and Specifications for Buildings (ACI 301). 19.Construction shall conform to the requirements of the Mass. State Code Latest Edition and all other applicable state and local code requirements. ��.! Specified ulti te compressive strength of concrete shall be a minimum of �` 00 psi 8 days. ;� .. :. 40'�"`� '"2 , inf ing steel shall have a minimum yield strength of 60,000 psi � d�E�LCi15 � sr:Avcru�.;; ing to ASTM A615, Grade 60. 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DBL SILL ' SILL SEAL + �o _ c „��T �' ; � GRADE .J / ���� HEAOER SCHEDULE ' / .i1 C �'�/1 'f� /OPENING SIZE HEADER SIZc s o �T s . � Less Thar.T-c"' ._��'. �2)2r8 - � +: `4•.�E•'�.• (ii^.vi"v � ��) 6'a REBAR TOP . ANO BOTTOM " 2� C R 6'�`to 9'-0" (21 2s12 2x4 KEY 'use hezdersched�leiy a' (3) p4 REBAR 0 lcccn;�os I :�.Ves55'�e:vnC:hew�5eo^c�-;acf�:ao;�5 UNDISNRBED a� ����� BEARING SURFACE r�� � a � U TYPICAL FOUNDAiION DETAIL � �� w. �Ea�c �'L I�E'"S/D�'nrG F' S`4RUCiU � Ne.325Aa v �s.4-��� • s,�. � `4 ��' — 3o�YR ���������e � �lEV�! �,aaA9E �'°��' �/2 C�/6 o.c . �.'�FT��3�a� T�cs @ D o �,P� �9 2xS@!6 " , � � ' iC5 /6 o.c . p �� T � '�C� �/~✓ �U�� �����e, � I �Ty�� �n �c�� _ .. �� DCAr� ��o��� f%ll �T � - �rn r� ,� ����� � � � , aE a�� v���C. . � � �������� ^ � � � 2N�� � Z 2���Loa � _ � .-. _. --...^� ���EG IrE�/�/ --� _ _ �Xis'��Loog N ,�,�q�� "'� ) t� = '�I^��� /j�/ '� �,.�-� �- ,,,� - ��;��`��� �� �Joe� � „ _ !ro -'9 '' x�7=0 . � A�l �°°'� ,i ...-.. — �—• � � /// ` -� — •--� _ --.� .--. � ,� ^�',��cl'CS�Y-¢� c--X.�r ��t1 \ ' (Y�"f. �rd.r.au�J � � 25 - a " � 2 ' 4 ', 2r2 �sy� 3 � � �s'�'� n��r. 5 . .�.;. 5 . � � � �F��y 5tpR�U.CTU tin.�25a1 � �L�,,/ /"'�J�dlt�1VC� dL � 5 ���K� ifi sAcE� ��. � e s�� � - � ' General Notes: 1. All existing dimensions, conditions and elevations shall be verified by the contractor. 2. Contractor is responsible for temporary bracing and support during beam installation. , 3. All wood framing shall be 1000 psi fiber strength in bending. 4. All framing shall be free from large knots, cracks or other structural defects. 5. Micro-Lam beams, designated as LVL's on design drawings, shall be 2.OE sections with an allowable bending stress of 3100 psi, as manufactured by the Boise Cascade Corp. or an Engineer approved equal. 6. Micro-Lam beams shall be connected together as follows: 2 ply members- 3 per row of 4" Fastenmaster heavy duty wood screws at 16" o.c. from each side. 3 ply members- 3 per row of 5" Fastenmaster heavy duty wood screws at 16" o.c. from each side. Unless otherwise detailed on the drawings. � 7. All roof sheathing shall be 4' x 8' sheets of 5/8" CDX plywood and shall be nailed with 8D common nails at 6" o.c. along all edges and 8" o.c. throughout the remainder of the sheet. 8. In addition to code required nailing rafters in areas with cathedral ceilings shall be tied to structural ridge members with an LSU sloped hanger as manufactured by Simpson Strong-Tie Co. or an engineer approved equal. 9. In addition to code required nailing rafters shall be tied to the exterior wall double plates with Model H2.5 hurricane anchors as manufactured by Simpson Strong-Tie Co. or an engineer approved equal. 10.A11 structural steel shall be ASTM A36. 11.Structural tube steel sections shall be ASTM A500 Grade B. 12.Steel pipe shall be equivalent to ASTM A36 material. 13.Before welding to existing steel, clean and remove all dirt, grease, paint, etc. within a minimum of 1" each side of the weld. 14.Welding shall be in accordance with AWS D1.1 using E70XX electrodes. 15.A11 bolts, anchor bolts, washers and nuts shall be ASTM A307 unless otherwise noted. 16.Bolts for structural steel connections shall be 3/4" diameter ASTM A325, with a minimum of 2 bolts per connection using standard holes. Unless otherwise specified. 17.All steel connections and details shall be standard in accordance with the latest A.I.S.C. manual and spec�cations unless otherwise spec�ed. 18.Concrete work shall conform to the latest edition of Building Code Requirements for Reinforced Concrete (ACI 318) and Specifications for Buildings (ACI 301). 19.Construction shall conform to the requirements of the Mass. State Code Latest Edition and all other applicable state and local code requirements. ��. 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