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133 HIGHLAND AVE - BUILDING INSPECTION (2) T6- I �k- I�b'�� c << �.ozs �zy2 � The Commonwealth of Massachusetts '� Department of Public Safety E�VED I Massachusetts 5tate Building Co�Z�� SER�J�CE$ Building Permit Application for any Building other fa e-or wwFamily Dwelling ('I'his Sxrion For Official Use Only) Buffding Permit Numbes: Date Applied: Building � ci : SECTION 1:LOCATION(Please indicate Block#and Lot#for locations for which a street address is not available) 13,J ��;4h .L�r-:��/ !9�1=- Sq-�rnn OI 9ZD TaJ�F Ph��si�al Thr A� M No.and Street City/Town Zip Code Name of Building(if applicable) � � � SECTION 2:PROPOSED WORK Edition of MA State Code used_�7'�i If New Construcrion check here O or check all that apply in the hvo rows below ' Existing Building�. Repair❑ Alteration,L�J. Addition❑ Demolirion �' (Please fID out and submit Appendix 1) �. Change of Use ❑ Change of Occupancy ❑ Other �Specify:�,R/-'.�/r ve4 i l�.�✓ '� Are building plans and/or construction documents being supplied as part of this permit applicarion? Yes � No ❑ //��((�� Is an Independent Structural Engineenn Peer Review required? Yes ❑ No �[ � Brief Description of Proposed Work �/ch�n Di ,.g� or �.., 17 l�✓fl�-i`tif ��9 R I`r�' Ti%J^� lui9/�S T RJ%r i � %Xii e�S�/hG/�• �7 � SECTION 3:COMPLETE THIS SECI'ION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building InvesHgaHon and Evaluation is enclosed(See 780 CMR 34) ❑ Exisring Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) Total Area(sq.ft.)and Total Height(ftJ SECTION 5:USE GROUP(Check as apQlicable) A: Assembly A-1 ❑ A-2❑ Nightclub ❑ A-3 ❑ A�4❑ A-5❑ B: Business 4$ E: Educational ❑ F: Facto F-1 ❑ F2❑ H: Hi Hazazd H-1 ❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: Institurional I-1 ❑ I-2❑ I-3❑ I-4❑ M: Mercantile❑ R Residential R-1❑ R-2❑ R-3❑ R�❑ S: Storage S-1 ❑ S-2❑ U: Utility❑ Special Use O and please describe below: Special Use: SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA ❑ IB ❑ IIA ❑ IIB ❑ IIIA ❑ IIIB ❑ IV ❑ VA ❑ VBIa( SECI'ION 7:SITE INFORMATION(refer to 780 CMR 111A for dMails on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench Pemut: Debris Removal: Public❑ Check if outside Flood Zone� Indicate municipal❑ A trench will not be Lic�sed Disposal Site� Private❑ or indmtify Zone: or on site system❑ required �or trench or specffy: E.v permit is mclosed❑ 5'O$-S 8Il-„Z33� R8ili0ad right-of-way: HBzaidS to Aix NdvigBtiOn: MA His[oric Commission Review Process: , Not Applicable'� Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes❑ or No� N��9 Yes❑ No ❑ SECTION S:CONTENT OF CERTIFICATE OF OCCUPANCY � Edirion of Code: Use Group(s): Type of ConsWction: Occupant Load per F1oor: Does the building contain an Sprinkler System?: Special Stipulations: li1=l�l,l.� 1� �2Sr �Cl�,2s �a , 1. Y1�Or'� ��Gu� (,c11�c��-.� ��c(� SECI'ION 9: PROPERTY OWNER AUTHORTLATION Name and Address of Property Owner 5 i i-✓r- IA/,'�.�w�,2 l33 /dry,�� r9�rr�n D , % � Name(Print) o.and Street City/Town Zip Property Owner Contact Informarion: Ow-� r'�Z �-�71�-sz'�L — - Title Telephone No.(business) Telephone No. (cell) e-maIl address If applicable,the property owner hereby authorizes ,�r� i�,� � ��i/ �y� �o,�d s� �, a�-� �� Name StreetAddress G /Town State Zip to act on the ro ert owner's behalf,in all matters relative to work authorized b this buildin ermit a lication. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix Z) f buildin is less than 35,000 cu.ft.of enclosed s ace and or m[under Construction Conlrol then check here 0 and ski Section 10.1 10.1 Re 'stered Professional Res onsible for Construction Conhol Name(Kegistrant) Telephone No. e-maii address Registration Number Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor � �c , �/ .�A-,��scep� � ,�izo ��2�,r N�,�.ti�v,��r,F.,�-i Company Name ' n,�;n �,��a,�,� � s o 7 � � � .� Name of Person Responsible for ConsWction License No. and Type if Applicable /83 ,�,'s �� 5� 131�/�i��i�i�t� N1�-. O � Street Address City/Town ,7 State Zip /�'4� n .' � / '—' Q, � Kr� Wr�� -A.�C�SG 9C/� /`�f Tele hone No. usiness Tele hone No. cell e-mail address SECTION 11:WORKERS'COMPENSATION WSURANCE AFFIDAVIT .G.L.c.152 25C 6 A W orkers'Compensation insurance Affidavit hom the MA Departmmt of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. ls a si ed Affidavit submitted with this a lication? Yes❑ No 0 � SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs: (Labor a�� and Materials) Total Construcrion Cost(hom Item 6)_$ o� � 1.Building $ Building Permit Fee=Total Construction Cost x_(Insert here • 2.Electrical $ appmpriate municipal factor)_$ 3.Plumbing $ 4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact g}unici ality) �� 5.Mechanical (Other) $ Enclose check payable to � � 6.Total Cost $ (contact municipality)and write check number here � � SECTION 13: SIGNATURE OF BUILDING PERMTT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the informadon contained in this application is true and ac ate to t/he�best of my laiowledge and understanding. �i9tiil7 ,CAci(Ll/t O��C�i�v"/�''�-%�� 7�� Please print and sign name Title Telephone No. Date /' �3 ��'slri � /�.�'/��a�?�r � � ` L Sneet Address City/Town State ZD p� Municipal Inspector to fill out this secHon upon applicaHon approval: ��'w° `�^� � � Name Date ROTHW-1 OP ID:AM ,a►co�iza" CERTIFICATE OF LIABILITY INSURANCE �TE`"'�°°�, �i ,vm2o�a THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMA710N ONLY AND CONPERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NE6ATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES � BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S�, AUTHORI2ED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. ' IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy�ies) must be endorsed. If SUBROGATION IS WAIVED, subject to �� the terms and conditions of the policy,cerfain policies may require an endorsement. A statement on this certificate does not eoMer rights M the , certificate holder in lieu of such endorsement�s). Prtoouc�r+ ��AOT Hannon-Ryan � Hannon-Ryanlnsurance P�"� �.7g�_yg3�5500 ac No: �B�-293-7943 Assceiates,Inc. 166 Center SL,P.O.Box 457 � � Pembroke,MA 02359 AD�E�' �. Hannon-Ryan INSUREfyS�AFFORDINOGOVERAOE ruicu irvsuaEan:National Grange ' INSURED Rothwell Landscape&Property irrsuaene: Maintenance Inc , Po Box 393 wsursEac: Norton, MA 02766 �r�sua�xo: � INSURER E: � INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSUR4NCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICV PERIOD ' INDICATED. NOTWITHSTANDING ANV RE�UIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER OOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSUR4NCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, � EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR CY EFF POLIC ��Mm �� TYPE OF INSURANCE POLICV NUMBER MM/DD/YVYY MM/�O/Y . A X COMMERGIALOENERALLIABILITY EACHOCCURRENCE $ ��OOO�OOO CIAIMS-MhDE �occuR MP03436J 08/37/2014 08/31/2075 pREMISES aoccuner�ca S 500�000 MEDExP(Anyonaperson) S 10,00 . aeRsonu�LBAovl�urzV f 1,000,000 C.EN'LAGGREGA7ELIMITAPPLIESPER: GENERALAGGREGA7E $ 3�000�000 pp��py❑ �Ea � �pp PRODUCTS-COMP/OPAGG $ 3�000�000 �I OTHER: s AUTOMOBILE WIBILITV CAM&NED IN L IMIT 3 I, emideM ANY AUTO BODILV INJURY(Per person) E ALL OXMED SCHEOULED gpDILV INJURY(PereaiAeM) E AUTQS AUT0.S NON-OWNED P R �AMAGE a HIREDAlff0.S AUT0.5 erexaem S UMBRELLALIAB �CUR EACHOCCURRENCE $ , EXCESSI.WB CWMS-MAOE AGGREGA7E $ DED RETEN710N$ $ WORI�RS CAMPENSATION ANOEMPLOYERS'W18LLITV ��N STATUTE ER � ANYPRWRIETOR/PAR7NER/EXECUTiVE ❑N�A . E.L.EACHACGDENT_ S OFFlCERIMEMBERE%CLUDED4 (Mantlabry in NH) E.1.01SEA5E-EA EMPLOVE $ Ifye s,EescribeurWer DESCRIPTION OF OPERATIONS below E.L.qSEASE-PoLICV LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 10/,Addi6onal Remarke Scheduk,may be ettached if more apace ia required) usual to the insured CERTiFICATE HOLDER CANCELLATION BAYSTAI SHOULDANYOF 7HE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Ba State Ph sical Thera THE El(PIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Y Y PY ACCORDANCE NA7H THE POLICY PROVISIONS. 133 Highland Ave Salem, MA 01970 AUTHORIZEDREPRESENTATIVE - �,.�,a,J��""�"'�'� C/ O 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD �� CERTIFICATE• OF �IABILITY INSURANCE DATE IMM/DDM'YY) T TIFICATE IS ISSUED AS A MATfER OF INFORMATION ONLY AND CONPERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BEiWEEN THE ISSUING INSURER�S),AUTHORIZED REPRESENTATIVE O C IMPORTANT:It the certificate holder is an ADDITIONAL INSURED,Uie policy�ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the rtns and wnditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confcr rights to the R�cate holder in lieu W such endorsement s. PRODUCER CONTACT NAME: HANNON-RYAN INS ASSOC PHONE Fax 166 CENTER STREET (/Uc,No,Ext): (Nc,No): E-MAIL PEMBROKE,MA 02359 ADDRESS: 25SFK INSURER�S)AFFORDING COVERAGE NAIC# IN3URED INSURER A: ACE AIv1ERICAN INSURANCE WMPANY ROTI-IWELL LANDSCAPE&PROPERTY MAINTENANCE INC INSURER B: INSURER C: INSURER D: PO BOX 393 INSURER E: NORTON,MA 02766 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THI515 TO CERTIFYTHAT TME POLICIES OF WSURP.NCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FORTHE POIICY PERI00INDICATED. NOTNATNSTANDINO ANV REGUIREMENf,TERM OR CONDITION OF ANY CANTRACT OR OTHER COCUMENT WITM RESPECT TO WHICN THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. TME INSURANGE AFFORDED BY THE POLIGIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN RE WGED BY PAID GWMS. INSR ADD SUB POLIGV EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE l R PoLIGV NUMBER (MMIOD�VYYY) (MMIDDIYYYV) LIMITS �. GENERAL LIABILIT' CH OCCURRENCE g �, COMMERCIAL GENERAI LIABILITY �i AMAGE TO RENTED $ CLAIMS MADE �OCCUR. REMISES(Ea occurrence) � ED EXP(My one person) $ ERSONAL 8 ADV INJURV $ GEN'L AGGREGATE L1MIT APPLIES PER: ENERAL AGGREGATE S POLICY �PROJECT �LOC RODUCTS-COMP/OPAGG $ AUTOMOBILE LINBILIiV COMBINED SINGLE $ ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILV INJURY 8 SCHEDULE AUTOS (Per person) HIREDAUTOS BODILYINJURY $ (Per acdtlaM) NON-0WNED AUTOS PROPERTY DAMAGE $ (Per accidarrt) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE GGREGATE § DEDUCTIBLE $ RETENTION $ $ A WORKER'S COMPENSATION AND X wC STA7UroRv OTHER EMPLOYER'S LIABILIN V/N UB3B80670574 04/04l2014 04/042015 LIMI7S ANV PROPERITOR/PARTNER/EXECUTIVE � N�A E.L.EACH ACCIDENT $ 1,000,000 OFFICEfLMEMBER EXC W DED7 (MandetoryinNH� E.L.DISEASE-EAEMPLOYEE $ 1,000,000 k yas,demribe untler E.L.DISEASE-POLICV LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERA710NS/�OCATIONSNEHICLES/RESTRIC710NS/SPECIAL I7EMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO TFIE CERTIFICATE HOLDER AFFECTING WORKERS CAMP COVERAGE. CERTIFICATE HOLDER CANCELLATION BAYSTATE PHYSICAL THERAPY SHOULD ANY OF THE ABOVE OESCRIeED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOP,NOTICE WILL B DELIV D 133 HIGHI.AND AVE IN ACCORDANCE WITH THE POLICY PRO AUTHORIZED REPRESEN7ATVE SALEM,MA 01970 ACORD 25(2070/05) The ACORD name and logo are registered marks of ACORD 7888-2010 ACORD CORP . ng ts reserved. Appendix 1 For the demolition of structures the building permit applicant shall attest that utility and other service connections are properly addressed to ensure for public safety. Please fill in the information below and submit this appendix with the building peraut application. The building permit applicant attests under the pains and penalties of perjury that the following is true and accurate. Property Location (Please indicate Block # and Lot # for locations for which a street address is not available) !33 ��a�-—�,�.-�f A�/� Ss�'��iy7 0/ 9'7 O l.�i�vST,�Ti I�Hys/�,a� ,_R,¢p/ No. and trS eet City /Town Zip N e of Buildixig(if applicable) For the above described ro er the followin action was taken: P P tY g Water Shut Off? Yes ❑ No �I" Provider notified and Release obtained? Yes ❑ No�l Gas Shut Off? Yes ❑ No C'T Provider notitied and Release obtained? Yes ❑ No� ff? Y s ❑ No C� Provider notified and Release obtained? Yes ❑ No � Electrici Shut O . e tY Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No � Other (if applicable) Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No Q( , Other (if applicable) I `��J r.�v pI S�D �A � Q�z�G'�1 �w /`ni� �I S� b�-SBSl -2�33 ,z � I Appendix 2 Construction Documents are required for structures that must comply with 780 CMR 107. The checklist below is a compilation of the documents that may be required for this. The applicant shall fill out the checklist and provide the contact information of the registered professionals responsible for the documents. This appendix is to be submitted with the building permit application. Checklist for Construction Documents* Mazk"x"where a licable No. Item Subautted Incam lete Not Re uired 1 Architectural 2 Foundation 3 Structural 4 Fire Su ression 5 Fire Alarm ma r uire re eaters 6 HVAC 7 Electrical 8 Plumbin include local connections 9 Gas Natural,Pro ane,Medical or other 10 Surve ed Site Plan Utilities,Wetland,etc. 11 S ecifications 12 Struchual Peer Review 13 SWctural Tests&Ins ections Pro am 14 Fire Protection Narrative Re ort � 15 Existin BuIldin Surve /InvesH ation 16 Ener Conservation Re ort 17 Architechtral Access Review(521 CMR 1S Workers Com �sarion Insurance 19 Hazardous Material Miti ation Documentation 20 Other S ecif 21 Other S ecif 22 Other S if *Areas of Design or ConstruMion for which plans aze not complete at the tune of application submittal must be identified herein.Work so idenrified must not be commenced until this application has been amended and the proposed construction document amendmcmt has been approved by the authority having jurisdicUon.Work started prior to approval may be subjected to inple the originaT permit fee. 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DEMOIItIONPUNNOTFS�GENEPAI PERANITiING&tOCALREQUIREMENTS � a.e.n..,�ae�roMrrwr�e�ironrt.�axrtocwecvn'Mrnncamaax:iw+w�wwe�o �rn n w ixo._.wir,tinen.ouwaca a ,�•,�•• mr�aMo.nY'ou[rt�nerrounim[w[orvwn¢uomemuuMS umw[z¢xcoronems �xvnrtqeorµvµ0uioiiaeswouw c.i wmx.mroiouumeonnrwnx.wrµouWrt¢wiei«uw�nrte�u�I��Trmrsm_ ^•µ�y�� ` � � .� �� i eFNFW COx�uc�0a5xui IMse[r me vrt µo�Wu R faMYuvmm/LL[OxqmrSnq�mm uw��mrvy rtn coNvc�n:o eare aiwou �„�.�-mG CW40�NiSC�9r6u44oe[no OMavnv ncwv n �. wulxv/F�w�iu�qu,Ww�vwzuuuecMirwmw�uwenMNmixy.we.ui.eulLmrve-_n[.w.,rwimusrox.ieuir�y r�.wGl4nnw.COMW�.dKma[[�[ uN[iiwrtoongvy uuxnurvwYal�wnP�io��x vVpIEASiwMNMG9G5.Cd�51NCiprv�[i+:wci�cio � xwraa�vi ,�,�:a,.�..�,a�,.�......�a,.�w„o��..na�.,o��<��o«�.m��.,�.. .,. :�.�m,�,b,.d.a,w�.�o.,h��.o�oa..u...u.wh..,..»Q r________� ,�.,..�,ow,.��,�hR,e�r�.�,o nwo..:��.wnoorw,.�Er,�RK� ,.�..�.�..,„�...o,� .sviouuEorouiowweotwimorvwimouruuvwo�weerou.wrwe c-s c�wi..c+oeWuinrneeruiawueou.e.wsoree�essm�we.w�en�naewsnurnwrtwo L____--_—J ;'o�,�,�,��...�.m.��,�,�..�.�oud m,�� ..�o _o,,.,�,�.� ��,a..,,��,��o,M�,.�.,��.�� o .�_..._ .�,. ,�,��w�,�,�.nouo��,�,�w,._a�a�„o. �_��.,�;Y�o orori�o��a M.,�.�A��w.�.w.�.�.��o,.��,wo�f. �. �.,� ��ssrcew.w� Wrt�tOu400vq�0Urmc�soiwMvoeRaonwnw�..wi.�eowrwrv�.u�.rrp�+':ixta:nno��.aromniinmovxmro�f MIfIDt .ow�wciiaxxPs �m�Mrw�OrM�orrtrnc�wmuv�[mo.w.urirr.wvca.v�rqavwir�w�n corvµiC�Ap��OnMIixLMuunw xNC�SWnvMCwThC�w MOIRIONPIPN � io maw��rvn�cioai.ro��oxn�t'mn�uiwnwccowGlpMUO�Or�a�ce��mcuurvn.uumH Crnmuc�roxrt�ica uicwi�[...u.wfoa[.e..�x✓JU4nw..rv�C . _�. GENERAL GONSTRUCTION NOTES DEMOLITION GENERAL NOTES PERMITiING 8 LOCAL REQUIREMENTS WALLS LEGEND D � . O . ..L:�.i,,, _�.. . "" --- - _ _�z _._ .:,-... —_ � . . _ . ,..,Ea . .�.. � .� �J.JLd��.. � � � , . ..� � _ _ _ _ _ _ __ � _ . � � �, � R:�o�A.�o� BPV S1Pi[PMS�CAIX:RqW 133 HIGNIMID PVf. SPFMMA019I0 M[tiNMB U � .o .o � � `� o � N � V O � �� `� � � � � � � o � �[ owb :� z � � a � � — b � I � � � � a 'cr� � , � � � o � .� a U II U , N i �o ' oFF��E off��E � � � � W A � � �' � ��Fuw�.�,��==�E �w��=E�. � i I ; � oFF�E � � , — _r - i � � � wriuwuurvmiszone --�_ —_--- — I - I i I � � I � � \ � I i Oz=_ _� I I � OFNCf 6FlCE - --- � � µEDARC i FIRST FLOOR PLAN � ��/G2 M� LwFi,� ��'r scue:oa�=i-v � I 2 � a.5 2 � i '� NORTON i MqSSACHUSETTS i Z P' cMyy � � �a z�zo�. �� ,�..�a wu�rm nry awmm oMc w�� riasr r�ooa auN i oe�uu wem�wua Al . 0 -T-- -- _ _ --- __�.. . __ , _ _ - _ _ _ -- __ __ - .� , �i.:�.. .... � � � ... i i i: _ _ . _ .___ _ __ _ _ __ ----�-r... �� . �� PROJECT: GENERAL FOUNDATION&CONCRETE NOTES: � � � RENOVATION 1.SPREAD FOOTINGS SHALL BEAR LEVEL ON UNDISTURBED SOIL HAVING AN ALLOWABLE BEAR�NG CAPACIN'OF 2 TONS PER SQUARE POOT, � . 2.IF BEARING MATERIALS WITH A LOWER BEARING CAPACITY THAN 2 TONS PER SQUARE FOOT ARE ENCOUINTERED AT THE SPEqfIED ELEVATIONS,THE UNDERLYING UNSUI7ABLE MATERIAL � . � � BAY STATE PHYSICAL THERAPY �� SHAIL BE REMOVED AND REPIACED WITH SUITABLE MATERIAL TO BE APPROVED BY THE ENGINEEWARCHRECtt. � . 3.THE ARCHITECT/ENGINNEER ASSUMES NO RESPONSIBILN FOR THE VALIDITY OF THE SUBSURFACE CONDIITIONS. . 133 HIGHLAND AVE. , 4.NO FOUNDATION SHALL BE PLACED IN WATER OR ON FROZEN GROUND. . � $ALEM MA O�9�0 I 5.FOOTINGS SHALL BE PROTEGTED AGNNST FROST UNTIL PROJECT IS COMPLETED. ' 6.BACKFIIL UNDER ANY PORTION OF THE BUILDING SHALL BE COMPACfED W 6'LIFTS OF 95%COMPACTEm GRAVEL AS APPROVED BY THE ENGINEER. 7.DO NOT BACKFILL EMERIOR WALLS UNTILL PERMANENT SiRUCTURAL SUPPORTS(FRAMED FLOORS AND 50.AB5�ARE IN PL4CE.BRACE A1L WALLS AND GRADE BEAMS DURING BACKFILLING � � PROJECT NUMBER: 14099 � 8.CONGRETE WORK SHALL CONFORM TO THE LATEST AMERICAN CONCRETE INSTITUTE CODE FOR'BUILDIING CODE REQUIREMENTS FOR REINfORCED CONCRETE"AND'SPECIFICAT10N5 � � I � iFOR STRUC?URAL CONCRETE FOR BUILDINGS". � I . � ! � 9. CONCRETE FOUNDATION WALLS AND FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE$TRENGTH OF 3,000 P.5.1.AT 28 DAYS AND 3,500 P.5.1.FOR SlABS,`MTH A SLUMP OF NO � � � � MORE THHAN 4"AND AIR ENTRAINMENT OF 4-6%.THE USE Of CALCIUM CHIORIDE IS NOT PERMITTED.PROVIDE PROPER CONCRETE PROTECTION OR HEAT IN COLD WEATHER AND � O �. MAINTNN PROPER CURING PROCEDURES IN ACCORADANCE WITH THE AC.I. I � � � � �..i I 10.STEEL REINFORCEMENT SHALL CONFORM TO AS.T.M.615.GRADE 60 . �^ � Q+ LY) Q� '�, 1 l.ALL CONCRETE SUBS ON GROUND SHA1L BE REINFORCED WITH 6x6-10/10(MIN.)WELDED WIRE FABRIC PIACED AT MID-DEPTH,OR AS OTHERWISE SHOWN ON THE DRAWINGS. ` � I WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO AS.T.M.A185 AND SHA�L lAP 6'MINIMUM OR ONE$PACE WITCHEVER IS L4RGER,AND SHALL BE WIRED TOGETHER.PROVIDE I � � l ' r� � OO � ��'�, SUFPICIENT CHAIR OR SUPPORT BARS AS NECESSARY TO POSTION WEIDED WIRE FABRIC. I ' U �y O �"� �'�. �--1 t� 12.WHERE CONTINUOS BARS ARE CALLED FOR THEY SHALL BE RUN CONTINUOSIY AROUND CORNERS AND IAPPED AT NECESSARY SPUCES OR HOOKED AT DISCONTINUOUS ENDS.LAPS WALL TO BE � REMOVE WALL& �-+ � �� C,� '. SHAtL BE 40 BAR DIAMETERS,UNLESSOTHERWISE SHOWN. � � TEMPORARILY BRACE � Q � � DEMOLISHED G� �j 13.NOTIFY ARCHITECT/ENGINEER POR INSPECTION OF COMPLETED INSTAUATION OF REINFORCEMENT AT LEAST 24 HOURS PRIOR TO SCHEDULED PtACEMENT Of CONCRETE. . I I I I I I ^C /� �V � PATCH AND REPAIR WALL TO BE � 14.PLACEMENT OF CONCRETE POURS FOR fOUNDATION WALLS OR GRADE BEAMS SHOULD NOT EXCEED 60 FEET IN ANY$TRAIGHT LENGTH AND SHOU�D HAVE AVERTICAL 2k4'KEY I FIOOR AND I I ( � ^ � ��. � CEILING DEMOLISHED G� � � WITH CONTINUOUS REINFORCING(40 BAR DIAMEiER MINIMUM)THRU THE CONSTRUCTION JOINT, EL.85"A.F.F. I I CEILING AS REQ'D � � I � .✓ G� N �..I� � � . t•f , � ' t 15.ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABUSHED BY THE AMERICAN CONCRETE INSTITUTE.UNDER NO CONDITIONS SHAIL HEAT BE � � "� f APPUED TO THE BARS TOOBTAIN BENDS. - �- - - - - - - . OFFICE OFFICE � � OFFICE OFFICE .-+ � � � I. 16.THE USE OF CONTROL JOINTS IN THE SUB IS RECOMMENDED TO CONTROL CRACKING.SAW NT TO A DEPTH ONE-QUARTER OT THE DEPTH OF THE SUB.SEE PLAN FOR LAYOUL . �/ I � � ( � � � •� � � I 17.DAMP PROOF ALL FOUNDATION WALLS BELOW GRADE.OTHER THAN FROST WALLS.. � � I I I � (.y Q ��. I � � � � � � 18.GROUT TO BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM COMPRESSIVE SiRENGTH OF 5,000 P.5.1.AT 28 DAYS.USE CEMENTITIOUS GROUT AS MANUFACTURED BY'FIVE-$TAR .. � �� PRODUCTS INC.,SIKA CORP.,FOSROC INC.'OR APPROVED EQUAL. � � � I I . � L� � . L _-- - C= -- - I�---� o � � � / a U � GENERAL FRAMING NOTES: REMOVE WALL& I O � EXERCISE AREA TEMPORARILY BRACE . 1.ALL fRMAING LUMBER SHAIL BE HEM-FIR GRADE NO.2 OR S.P.f.(SPRUCE-PINE-FIR)GRADE NO.2 OR APPROVED E�UAL(UNLESS OTHERWISE SPECIFIED) AND SHALL MEET THE � � � OF� � A�� "�""- . REQUIREMENTS Of TNE AMERICAN FOREST AND PAPER ASSOCIATION.THE MINIMUM ALLOWABLE BENDING STRESS(Fb)SHALL BE 875 P.S.I.THE MINIMUM ALLOWABLE COMPRESSION '' I ,. STRESS(Fc)SHALL BE 400 P.5.1.THE MINIMUM ALLOWABLE MODULU$OF EUSTICtTY(E)SHAIL BE 1,400,000 P.5.1.OTHER FRAMING MATERIAL FOR INTERIOR NON-LOAD BEARING STUDS MAY � : BE SUBSTITUTED ONLY UPON APPROVAL OF THE ENGINEER. I I � y,r°�"' .. 2.ALL PRESSURE TREATED(CCA TREATED)DIMENSIONAL FRP1dING LUMBER SHAIL BE SOUTHERN PINE GRADIE NO.2.THE MINIMUM AILOWABLE BENDING STRESS(Fb�SHALL BE 1,05o P.5.1. WALL TO BE +Y� ' � � THE MINIMUM ALLOWABLE COMPRESSION STRE55(Fc)SHALL BE 565 P.S.I.THE MINIMUM ALLOWABLE MODULUS OF EUSTICIN(E)SHALL BE 1,600,000 P.5.1. I �� '� 'I 3.ALL PRESSURE TREATED(CCA TREATED)SOLID TIMBERS SHALL BE SOUTHERN PINE GRADE NO.2(UNLE55 OTHERWISE SPEdFIED ON DRAWINGS�.THE MINIMUM ALLOWABLE BENDING .. DEMOLISHED �� "'""'� � .. . I �� STRESS(Fb)850 P.S.L THE MINIMUM ALLOWABLE COMPRESSION STRESS(Fc)SHALL BE 375 P.5.1.THE MIN�MUM ALLOWABLE MODULUS OF EtASTICIN(�SHALL BE 1,200,000 P.S.L _ _ _- _ __ _ w ' � 4.AlL"LVL'S'SHOWN ARE TO BE PPRAUPMS OR MICROlAMS.THE MINIMUM ALLOWABLE BENDING STRESS(Fb)SHALL BE 2,900 P.S.I.THE MIN�MUM AILOWABLE COMPRESSION STRESS(Fc) I A ' PERPENDICUUR TO THE GRAIN SHALL BE 750 P.S.I.THE MINIMUM ALLOWABLE MODULUS OF ELPSTICIN(E) SHALL BE 2,000,000 P.S.I.ALL PARALVMS EXPOSED TO THE WEATHER$HALL BE I I . PRESSURE TREATED(CCA TREATED).INSTALL MICROLIPMS AND PARAILAMS IN ACCORDANCE WITH THE MANiUFAGTURER'S INSTRUCTIONS. � I ��. 5.USE�"TONGUE AND GROOVE STRUCTURAI GRADE FIR PLNNOOD FLOOR SHEATHING, �"EXTERIOR STRWCTURAL GRADE FIR(C.D.X)PLWJOOD ROOF SHEATHING,AND %"EICfERIOR I � STRUCTURAL GRADE FIR(C.D.X.)AT WALLS.ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVffD$UPPORTS . �� OFFICE 6.ALL EXTERIOR AND INTERIOR STUD WALLS TO BE 2z4 MINIMUM @ 16'O.C.UNLESS OTHERWISE NOTED. � � - - _ _ 7.PROVIDE ADEQUATE WALL RESISTANCE TO RACKING BY DIAGONAL CORNER WIND BRP,CING ANCHORED�TO SILL PUTES. � � . . � r . . �. � . .,., / � - / \ � 8.PROVIDE SO�D BLOCKING @ 8'•0"INTERVALS BEPNEEN FLOOR JOISTS AND OR DOUBLE ALUOISTS UNDffR EACN PARTITION � � ��, � ;{' � . . . I J, � 9.USE PULLY NAILED METAL CONNECTORS(TECO,SIMPSON OR E�UAU,JOIST HANGERS WHEN JOISTS ORR BEPMS FRPME IMO OTHER JOISTS OR BEPMS.PROVIDE METAL POST UPS - _.� - -�_ _ � � AND BASES FOR ALL POSTS. ' ' ! 4 I 1 ` I 10.FOR ROUGH WINDOW OPENINGS AND INTERIOR DOOR OPENINGS UP TO 3 FEET USE 2-2x6 HEADER B3EPM5.FROM 3 TO 6 FEET,USE 2-2XB HEADER BEPMS,AND FROM b TO 8 FEET , i USE 2-2x10 HEADER BEAMS,EXCEPT AS NOTED OTHERWISE ON THE PLANS OR SPECIFICATIONS.IF MICROLIPM$OR PARALLMAS ARE SPEQFIED ON PLANS,PROVIDE SOLID 4x4 POST � � � I I i $UPPORTS FOR DOUBLE HEADERS AND SOLID 4x6 POSTS FOR TRIPLE HEADERS,ORlS OTHERWISE SPEqFIED ON THE PL4N. ' � I O � _ /� �� -_ � � I . WALL TO BE � 11.ALl FRAMINCs TO BE INSTALLED IN ACCORDANCE WITH STATE BUILDING CODE REQUIREMENTS AND GENERAL FRPMING PRACTICE AS DETMLED IN THE'ARCHITECTURAL GRAPHIC � + I � � DEMOLISHED n � � STANDARDS',BY RAMSEY 6 SLEEPER ` � � - � . � 72.ALL PLYWOOD FLOOR SHEATHING SHALL BE GWED&SCREWED TO SUPPORTING WOOD FRAMING MEUABERS USING AMERICAN PLNNOOD ASSOCIATION�AP.A)GLUED FLOOR -- . I I _ , OFFICE OFFICE' ' ( OFfICE SYSTEM.WOOD GLUE TO BE CONTECH,INC.PL400 SUB FLOOR CONSTRURION ADHESIVE,OR APPROVED EQUAL. . � � I I � � � ' � �� . � 13.ALL WAIL STUDS TO ALIGN WITH FIOOR JOI5T5 AND ROOf RAFTERS. , ' , � I � I I � . 14.THE CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL RESTRAINT fOR THE BUILDINGS AND SMOULD BE SECURELY ATfACHED AT EACH END AND OR TO THE EXlERIOR WALlS F I RST F LO O R D EMO LITI O N P LAN �� i I I ' , I15.BUILT-UP BEMAS(3 PIECE MAXIMUM)USING CONVENTIONAL FRPMING lUMBER SHALL BE FULLY SPIKED TOGETHER WITM 2-1 OD NAILS AND PARALUMS,OR MICROLfAMS WITH 2-16D � $CALE: 1/4" = 1'-O" � i � I I NAILS(TOP AND BOTTOM)AT 12'O.C.,OR AS OTHERWISE NOTED ON THE DRAWINGS,OR AS RECOMMEINDED BY THE MANUFACTURER.FOUR PLY.BUILT•UP BEAMS TO BE THRU-BOLTED � . � WITH 2}DIAMETER BOLTS AT 16'ON CENTER. �. I � ib.ALL NAILS,FASTENERS AND CONNECTORS E%POSED TO THE WEATHER SHALL BE HOUDIP GALVANIZED. ' I � 17.THE FLOOR JOISTS SHOWN AS'A15'ARE WOOD'I JOISTS'AS MANUFACTURED BY BOISE CASCADE.THE INSTALIATION,BLOCKING RIM JOI5T5,OPENINGS THRU WE85,HEADERS,WEB '�.. �. � I . I STIFPENERS,ETC.,ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS.PROVIDE DESIGN AND L4YOUT DRAWINGS BY THE MANUFACTURER AND SUBMIT �, . I ' TO THE ENGINEER. . �- . I , GENERAI STRUCTURAL STEEL NOTES: . � � I . � �''�, 1.ALL STEEL SHALL BE NEW STEEL CONFORMING TO THE AI.S.C.SPEGIFICATIONS FOR DESIGN,FABRICA710N AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND AS.T.M.-GRADE I . II 36. � � 2.ALL SCHEDULE 40 OR 80 PIPE SHALL BE NEW STEEL CONFORMING TO THE A.I.S.C.SPECIFICATIONS FOR DESIGN,FABRICATION,AND ERECTION OF STRUCTURAL STEEL fOR BUILDINGS � I II � M1D AS.T.M.SPECIFIGTION A53,NPE'E'OR"S',GRADE°0',WIh1 A MINIMUM YEI�D STRE55 OF 35 KSL .. I � . STAMP: . 3.ALL'TS'DESIGNATED TUBE SHALL BE NEW STEEL CONFORMING TO THE AI.S.C.SPECIFIGTIONS FOR DEi51GN,PABRICATION AND EREQION OF STRUCfUR4L STEEL FOR BUILDINGS AND � A.S.T.M.SPECIFICATION A500,GRADE"B",WITH A MINIMUM YIELD STRESS OF 46 KSL � . ,��RED ARCy . �, 4.ALl SHOP AND FIEID WELDS SHOWN SHALL BE MADE BY APPROVED CERTIFIED WELDER$AND$HALL CONJFORM TO THE AW.S.CODE FOR BUILDINGS.ALL WELDS SHALL DEVELOP THE . ��G�yyM C��W�t�T�p � � . FULL STRENGTH OF THE MATERIAI.BEING WELDED.USE EX%70 ELECTRODES . � W2�./J„ _ �� / 5.NO PERMANENT CONNECTIONS SHOULD BE MADE UP UNTIL THE STRUCTURE HAS BEEN PROPERLY ALINGED.PROVIDE TEMPORFRY BRP,CING AS REQUIRED. � . �'" N�(R�TON. ' I � MASSACHUSETTS '�, 6.SUBMIT THREE COPIES OF SHOP DRAWING$TO THE ARCHITECT/ENGINEER SHOWING SETTING PLANS,EiRECTION PUNS,ALL DETNLS AND SIZES OF MEMBERS INCLUDWG i� � � I CONNECTIONS AND ALL ENGINEERING CAICUtATIONS.STEEI FABRICATOR IS RESPONSIBLE fOR PINAL CO�NNECTION DETNLS AND DESIGN IN ACCORDANCE WITH THE MINIMUM � ' yP � REQUIRMENTS OF THE UTEST EDITION OF THE AI.S.C.DETNLING MANUAL. . � . I C)y � MP�' 7.CONNECTION BOLT$TO BE 3/'DIAMETER HIGH STRENGTH,hS,T.M.A 325.PROVIDE A MINIMUM OF 2 B30LT5 PER CONNECTION.USE Y'MINIMUM CAP PLATE OR BASE PWTES FULLY ', � WELDED ALL AROUND AT COUtMNS WITH A �y`FILLET WELD,OR AS OTHERWISE SPECIf1ED ON THE DRAWIMlGS. �i 8.ALL$TEEL SHALI HAVE TNO COAT$OP RUST•INHIBITIVE PRIMER PAINT.TOUCH UP ALL WELDS,scw,Tcr+e�oR scsnres iN PaNt nFree eeeaioN. DEMOLITION PLAN NOTES - GENERAL PERMITTI NG & LOCAL REQUIREMENTS '� �� 4 , New sTuo wa� ISSUE: DATE: , 9.WELD ALL STEEL CONTAC7 SURFACES(OTHER THAN BOLTED CONNEC710N5)WITH A CONTINOUS 3�y'(I,MINIMUM)WELD. (NOTES ARE NOT KEYED ON DRPWINGS) (NOTES ARE NOT KEYED ON DRAWINGS) . , � j THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE fIELD,AND � ISSUE FOR PERMIT 7 0.23.2014 ' 10.PROVIDE AY'DIPMETER WEEPHOLE AT hiE BASE OF ALLTUBE AND PIPE COLUMNS. i PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF ANY AND ALl DISCREPANCIES OR G.1 ALL CONSTRUQION IS TO COMPLY WITH ANY AND All APPLICABLE LOCAL AND STATE BUILDING CODES. New e.M.u.wnu � ' UNFORESEEN CONDITIONS. � . � . GENERA�NOTES: G.2 EACH PRIME SUBCONTRACTOR IS RESPONSIBLE FOR OBTNNING AND PAYING FOR REQUIRED PERMITS AND �� SCHEDULING REQUIRED INSPECTIONS UNLE55 DIRECTED OTHERWISE BY OWNER. � � � 1.GENERAL CONTRACTOR SHALL INSPECT THE SITE AND SHALL BE FAMILIAR WITH ALL CONDITIONS AND WI1TH UMITATION OF THE CONTRACT AND SCOPE OF WORK. � ALL EXISTING CONSTRUCTION SHOWN AS DASHED AND NOTED SHALL BE DEMOUSHED � � � ' AND REMOVED COMPLETELY INCLUDING ALL ASSOCIATED ANCHORS,FASTENERS, G.3 GENERAL CONTRACTOR SHALL ERECT TEMPORARY BARRIERS,WARNING SIGNS,CONSTRUCTION FENCING ETC.TO New B2iCKwal ' I 2.ALL CONTRACTORS SHALL ENSURE iHAT ALL WORK AND MATERIALS SHALL COMPLY WITH ALL fIRE SAFETY(,HEALTH,LOCAL AND STATE BUILDING CODES,AND SHALL BE RESPONSIBLE POR HANGERS,PIPING,CONDUIT,DUCPNORK ETC..UNLES$NOTED OTHERWISE. MNNTNN A SAFE WORKING ENVIRONMENT. ' ALl PERMITS. . i ��'�� G.4 CONSTRUCT�ION DEBRIS AND DEMOLISHED MATERIALS$HALL BE DISPOSED OF IN A LAWFUL AND TIMELY MANOR. '� 3.THE CONTRACTOR$HALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH WORK, r �' , EYJSTING WAu TO BE REMOVED � CONTRACTOR MUST PROTECT,BRACE,AND TEMPORARILY SUPPORT ADJACENT SURFACES � ._ _ _ J � ' AS REQUIRED TO ALLOW FOR DEMOLITION WITHOUT CAUSING DAMAGE TO REMNNING G5 CONTRACTOR SHALL PROTECT ALL REQUIRED MEANS OF EGRE55 THROUGHOUT EMIRE CONSTRUCTION PERIOD. �- - - - -- I.... I 1.ANY ERRORS,MABIGUITIES OR OMISSIONS IN DRAWINGS OR NOTES SHALL BE REPORTED TO THE ARCHI1fECT FOR CORRECTION OR CtARiFICATION BEFORE ANY PART OF THE WORK IS . �� , SiARiED. STRUCTURE. ��.. G.6 CONTRACTpR SHALL BE RESPONSIBLE fOR THE BRACING AND SHORING OF THE STRUCTURE 7HROUGH OUT THE � DRAWING SCA�E: 1/q" = 1'-0" � � 5.CONTRACTOR SHALL PERIODICALLY REMOVE FROM THE PREMISES ALL RUBBISH AND DEBRIS. ENTIRE CONSTRUCTION PERIOD. . � � �. E%IStING W�tt TO REtN.N � '�. !, ALL WALLS,FlOORS,AND CEILINGS THAT ARE SCHEDULED TO REMNN AND ARE . � �� . i 6.AlL FINISH MATERIAL SHALL BE STORED SO IT IS CLEAN AND FREE FROM STNN OR DISCOLORATION. � AFFECTED BY DEMOLITION WORK$HALL BE PAiCHED AND FINISHED AS REQUIRED TO �� ... � � MATCH EXISTING.ALL REPAIR WORK SHAII BE APPROVED BY ARCHITECT AND OWNER. . '�. DRAWN BY: JTN CHECKED BY: DMC .. 7.THE PRESENCE OF ANY HAZARDOUS MATERIAL MUST BE REPORTED TO THE OWNER IMMEDIATELY. �� 8.THE CONTRACTOR SHALI SUBMIT REQUIRED SHOP DRAWINGS,FINISH AND OR COLOR SPMPLES AND EQUIPMENT CUTS PRIOR TO INSTALIATION TO THE OWNER FOR APPROVAL BEFORE PRIOR TO STARTING SELECTIVE DEMOLITION WORK,COORDINATE WITH NEW �, DRAWING TITLE; � I'�, � CONSTRUCTION BEGINS. CONSTRUCTION TO EVALUATE ANY POTENTIAL CONFLICTS.NOTIfYARCHITECT OF � '��. � CONFLICT PRIOR TO STARTING DEMOLITION. � � � ' � DEMOLITION PLAN ' 9.THE ACCEPTANCE Of THE CONTRACT CARRIES WITH IT A GUARANTEE ON THE PART OF THE CONTRACTOR TO MAKE GOOD ANY DEFEGTS IN WORK AND WORKMANSHIP FOR ONE . . � . � YEAR FROM COMPLETION OF THE ENTIRE CONTRACT. . � CONTRACTOR SHAL�PROTECT ALL REQUIRED MEANS OF EGRESS THROUGHOUT ENTIRE GENERAL NOTE$ 10.GENERAL CONTRACTOR IS TO COORDINATE WI7H ALL EXISTING CONDITIONS AND TO PRODUCE A FIRST-CUSS INSTALLITION. CONSTRUCTION PERIOD. � � ��, 11.GENERAL CONTRACTOR SHAtL CARRY ALL INSURANCE,SATISFAQORY TO OWNER. ALL REMOVALS SHALL BE DEEMED THE PROPERN OF THE CONTRACTOIR UNLESS � �. DRAWING NUMBER: �' OTHERWISE NOTED. � ' ' D1 j � GENERAL CONSTRUCTION NOTES DEMOLITION GENERAL NOTES PERMITTING & LOCAL REQUIREMENTS WALLS LEGEND ' ; a , i - - - _ -, _ __ _- -_.._..�,.,.� _. _ _ , . __ , - ---_ _ --- I I ' ' _ _ -- _ _ . . PROJECT: I i RENOVATION ,� BAY STATE PHYSICALTHERAPY 133 HIGHLAND AVE. SALEM MA 01970 . PROJECT NUMBER: 14099 � � � � � � � N U C/� Q � � E� � � `� .� „ DO U U ,-{ � o � � o � � A � `{-� �O � N � � -�-r � � N � � — � � � � d' N � •�" � � � � � � � I ' � � � i � � a � O ' U � ' � �,�,.�="�"'"" � � � � . �� __ _ � OFFICE OFFICE �-_,>_,,� � � w A � CEILING I . I e�.9s^n.F.F. � CEILING INFILL WALL IN THIS ZONE EXERCISE AREA � et.ss^aF.F. � � � , , ' � ' • , • . � � � �F� I ' . I . • � � � � . � ' � - - —� r - - I � / � — � � — � E � �i' ; � � 'T I INFILL WALL IN THIS ZONE =_�- - — �-- I � I � � � � /� �� I '' ' � __� �-" O� � � I OFFICE OFFICE ' � � � � STAMP: FIRST FLOOR PLAN � RE�ARC ', SCALE: 1/4�� _�� i ��uG��S��co�wFN�j,��.� � � I r��so� � w o 7 I � � � NORTON�� , . I � MASSACHUSETTS 5P I �31 pF MPy I I � I I RSUE: DATE: ISSUE FOR PERMIT 10.23.2014 i I i � � � DRAWINGSCAff: 1/4" = 1'-0" DRAWN BY: JTN CHECKED BY; DMC . DR4WING 1RLE: FIRST FLOOR PLAN DETAILS DRAWING NUMBER: l . � __ ___:__ __ ____ _ _ _ _ _ ___ _T __.__ � __ _ _ _ _ __ _ __.� ____ _ � ___ _ _ _ � � __ _____ �