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HomeMy WebLinkAboutBuilding Permit # 2/25/2016 bUILUIN(a VtKMI I TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: IMPORTANT:Applicant must complete all items on this page qg T 'A 'w ---------------------lil,TYPE_ ----- OF IMPROVEMENT PROPOSED USE P esidential --Non--Residential 0 New Building one family 1-1 Addition :1 Two or more family L Industrial Alteration No.of units: o Commercial— I Repair,replacement 'J Assessory Bldg -1 Others: -Demolition -1 Other 61 Nx °W/N 01'11'E a, ON, 4; qr/���,,;,�,,��lk,,�,,,,,, ""Ws ifr Be... C'V c' eviov� e,i- 4o 61 40 Identification Please Type or Print Clearly) OWNER: Name: -�7c' ( )'�(j("R(-- P h o n a: Address: MI1-1-1 71P---- CONTRA�TOf� Na /t r12, dd "W" U1,11t N N/" /" ARCH ITECT/ENGI N E ER Ziiyy�Cod.,cO Phone:-;ij b16 Address: e-h,,,V 54.)IJ,4,, AAA 0 27 L L Reg. No. FEE SCHEDULE:BULDfNG PERMIT.,$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost:$ Ll 10 00 FEE:$ Check No.: 7 Receipt No.: NOTE: Persons contracting with unre tered contractors do not have access to the guarani ind �7 g rp SSignaturef b ?7i Signature nt 46666 n4lu C�- Town of t%OR.Tf I I Andover 0 No. h ver, Mass, C) BOARD OF HEALTH Food/Kitchen PERMIT T ILD Septic System THIS CERTIFIES THAT.a6..... ..� ................................................................................. BUILDING INSPECTOR has permission to erect..........................buildings ........................................ Foundation Rough to be occupied as... ............ ......... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in 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 / Service ......... �... .4 Final ........................ BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building 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. Smoke Det, A1A Document,4107 ABBREVIATED FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR hor CONSTR UCTION PROJECTS OF U141TED SCOPE where the Basis ofPayment is a STIPULATED SUM THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES;CONSULTATIOAr GVITHAN ATTORNEY IS ENCOURAGED IVITH RESPECT TO ITS COMPLETION OR MODIFICATION. This document includes abbreviated General Conditions and should not be used with other general conditions. It has been approved and endorsed by The Associated General Contractors of Ameri- ca. -------------------------------------------------------------------------------------------------------- 0-kK AGREEMENT made as of the lgday of February in the year Two Thousand Sixteen. BETWEEN the Owner: Joe&Monica Boghos (Name and address) 21 Parker Street North Andover,MA and the Contractor: Burnham Construction Company,Inc. (Name and address) 3A Pond Road Gloucester,MA 01930 The Project is: Boghos Residence (Nance and address) 21 Parker Street North Andover,MA The Architect is: Dennis Colwell Architects (Name andaddress) 58 Burt Street Norton,MA.02766 "i-17e Owner and Contractor agree as set forth below. -------------------------------------------------------- — ------------------------------------------ ARTICLE 1 THE NVORK OF THIS CONTRACT 1.1 The Contractor shall execute the entire Work described in the Contract Documents,except to the extent specifically indicated in the Contract Documents to be,the responsibility of others,or as follows: Provide labor and materials required to complete all work shown on drawings and specifications per Article 6--Enumeration of Contract Documents,section 6.1.4,and Burnham Construction Company,Inc.proposal dated December 15,2015(attached hereto) 1.2 All work under this contract will be performed and completed in a professional and competent manner. 1.3 AnyChange Order will be made in writing and work under such Change Order will not com- mence until such Change Order has been signed by both parties. Any Change Order will clearly specify the resulting price change in the Contract. 1.4 Contractor shall be responsible for getting all necessary permits related to this Contract;in- cluding,but not limited to:demolition and construction,and for complying fully with all local, State and Federal regulations of whatever nature,as requhed� ARTICLE 2 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 2,I7he date of commencement is the date from which the Contract Time of Paragraph 2.2 is meas- ured,and shall be the date of this Agreement,as first written above,unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed Issued by the Owner. 129 February X,2015 2.2The Contractor shall achieve Substantial Completion of the entire Work not later than April 22,2015 is subject to adjustments of this Contract Time due to unforeseen conditions or Owner requested changes in the scope of work. cyst ARTICLE 3 CONTRACT SUNT 3.IThe Owner shall pay the Contractor in current funds for the Contractor's performance of the Contract the Contract Sum Sixty Seven Thousand(S67,000.00)Dollars,subject to additions and deductions as provided in the Contract Documents-and as specifically stated in the Change Orders 3.21'he Contract Stun is based upon the f`oltowing alternates,If any,which are described in the Contact Documents and are hereby accepted by the Owner: 3.3 Unit prices,if any;are as follows: Burnham Construction Carpenters 550.00 per man hotu(blot limited to Rich Harris,Alex Agudelo,Peter Pasquarelli,Mike Taormina,Steve Verga,Peter Burnham) Change Orders—Must be approved in writing by Owner;Scope changes to the project will be billed as follows:Cost of Labor and materials plus 15%overhead and profit,excluding allowances. ARTICLE 4 PROGRESS PAYMENTS 4.1Based upon Applications for Payment submitted to the Owner by the Contractor,the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. The period covered by each Application for Payment shall be Project Start up deposit and Permit cost prior to job start $22,000.00 113 Payment when 50%complete $23,000.00 Final payment to be paid tell(10)days after Owner receipt of Certificate of Completion,satisfactory completion of work and walk-through punch list $22,000.00 4.2Payments due and unpaid under the Contract shall bear Interest from the date payment is due at the rate stated below,or in the absence thereof;at the legal rate prevailing from time to time at the olace where the Project is located. (Itaseri rate ofinterest agreed upon,ifany.) Three percent(3%)over the prime rate at Bank of America. ARTICLE 5 FINAL PAYMENT 5.1Final payment,constituting the entire unpaid balance of the Contract Sum,shall be made by the Owner to the Contractor when the Work has been completed,the Contract fully performed. r ARTICLE 6 ENUMERATION OF CONTRACT DOCUMENTS 6Axrbe Agreement is this executed Abbreviated Form of Agreement Between Owner and Con- tractor,AIA Document A1Q7. 6.I.2The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated N/A and are as follows: N/A DocumentTitlePages 6,1.3The Specifications are those contained in the Project Manual dated as in Subparagraph 6.1.2,and are as follows: None 6.1.4 The Drawings are as follows,-Dennis Colwell Architects dated 11/30/15 6.1.5 The Addenda,if any,are as follows: Number: N/A Date: Pages: Portions of Addenda relating to bidding requirements are not part of the Contract Documents oil- less the bidding requirements are also enumerated in this Article 6, 6.1.6 Otherdocuments,if any,forming part of the Contract Documents are as follows: A) Burnham Construction Co.,Inc.proposal dated December 15,2015 referred to in para- graph 1.1 and attached hereto as"Attachment A" ARTICLE,7 WARRANTY 7.1 The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be.of good quality and new unless otherwise required or permitted by the Contract Documents,that the Work will be free from defects not inherent in the quality required or permitted,and that the Work will conform to the requirements of the Contract Documents.Work not conforming to these requirements_including substitutions not properly approved and author- ized,may be considered defective.The Contractor's warranty excludes remedy for damage or de- fect caused by abuse,modifications not executed by the Contractor,unproper or insufficient maintenance,improper operation,or normal wear and tear and normal usage.If required by the Architect,the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. In addition to the Contractor's obligations under Paragraph Z1,if,within one year after the date of Substantial Completion of the Work,any of the Work is found to be not in accordance with the re- quirements of the Contract Documents,the Contractor shall correct it promptly after receipt of written notice from the Owner to do so unless the Owner has previously given the Contractor a written acceptance of such condition.The Owner shall give such notice promptly after discovery of the condition.During the one-year period for correction of Work,if the Owner fails to notify the Contractorand give the Contractor an opportunity to make the correction,the Owner waives the rights to require correction by the Contractor and to make a claim for breach of warranty. If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Docu- ments and fails within a seven-day period after receipt of written notice from the Owner to com- mence and continue correction of such default or neglect with diligence and promptness,the Own- er may,without prejudice to other remedies the Owner may have,correct such deficiencies.In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due the Contractor the cost of correcting such deficiencies,including Owner's expenses and com- pensation for the Architect's additional services made necessary by such default,neglect or failure. If payments then or thereafter due the Contractor are not sufficient to cover such amounts,the Contractor shall pay the difference to the Owner This agreement is entered into as of the day and year first written above and is executed in at least two original copies of which one is to be delivered to the Contractor and one to the Owner. Owner: e Boghos C&ntrae�ok[HUrnham Construction Co.Inc � Date �(/l{y�)(� atui PrintPrint Namne Print name and title j Owner: Monica Bogltos y 7i Signature Date Imo.uk(A l�iD(r1L Project:Boyhos Residence-21 Parker Street North Andover MA P­ Dennis Colwell Architects,Inc. Location:Beam B www.dc-architect.com Multi-Span Floor Beam 58 Burt Street or [2009International Building Code(2005 NDS)] Norton,MA 02766 (3)1 5 IN x 925 IN x 9,0 FT StruCalc Version 8.0.113.0 11!3012015 10:3724 AM #2-Spruce-Pine-Fir-Dry Use Section Adequate By:40.6% Controlling Factor:Moment CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.09 IN U1155 Dead Load 0.03 in Total Load 0.12 IN U868 Live Load Deflection Criteria:L1360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1125 Ib 1125 Ib Dead Load 372 Ib 372 to Total Load 1497 Ib 1497 Ib Bearing Length 0.78 in 0.78 in BEAM DATA Cents Span Length 9 it Unbraced Length-Top 0 It A k- B Unbraced Length-Bottom 9 it Floor Duration Factor 1.00 Notch Depth 0.00 FLOOR LOADING Center MATERIAL PROPERTIES Floor Live Load FLL= 50 psf #2-Spruce-Pine-Fir Floor Dead Load FDL= 15 psi Base Values Adjusted Floor Tributary Width Side One TW1= 5 It Bending Stress: Fb= 875 psi Fb'= 886 psi Floor Tributary Width Side Two TW2= 0 it Cd=1.00 CF=I.10 Cr--I.15 Ci--O.80 Wall Load WALL= 0 pit Shear Stress: Fv= 135 psi Fv'= 108 psi BEAM LOADING Center Cd=1.00 Ci--O.80 Reduced Floor Live Load 50 psf Modulus of Elasticity: E= 1400 ksi E'= 1330 ksi Total Live Load 250 pit Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 485 ksi Total Dead Load 75 pit Ci=0.95 Beam Self Weight 8 pit Comp.-Lto Grain: Fc-1= 425 psi Fc-1'= 425 psi Total Load 333 pif Controlling Moment: 3367 ft-Ib 4S Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on spans)2 Controlling Shear: 1497 Ib At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 45.63 in3 64.17 in3 Area(Shear): 2019 in2 41,63 int Moment of Inertia(deflection): 92.48 in4 296.79 in4 Moment: 3367 ft-Ib 4735 ft-Ib Shear: 14971b 29971b NOTES All ,?,UD AR C3 BAR UOt_IgtE r O-o No.50216 A O NORTON MASSACHUSETTS Pc' Project:Boghos Residence-21 Parker Street North Andover MA Fa4o Dennis Colwell Architects,Inc. Location:Beam www.dc-architect.com Multi-Span Floor Beam 58 Burt Street [2009 International Building Code(2005 NDS)] Norton.MA02766 (5)1.75 IN x 7.25 IN x 11.83 FT StruCalc Version 8.0.113,0 1113012015 10:37:24 AM 2.1 E-31 00F-APA EWS LVL Stress Classes Section Adequate By:21.21 Controlling Factor:Deflection CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.32 IN U449 Dead Load 0.17 in Total Load 0.49 IN U291 Live Load Deflection Criteria:0360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 2475 Ib 2475 Ib Dead Load 1347 Ib 1347 Ib Total Load 3823 Ib 3823 Ib Bearing Length 0.51 in 0.51 in BEAM DATA Center Span Length 11.83 ft Unbraced Length-Top 0 If Unbraced Length-Bottom 11.83 ft Floor Duration Factor 1.00 Notch Depth 0.00 FLOOR LOADING Center MATERIAL PROPERTIES Floor Live Load I'LL= 30 psi 2.7E-3100F-RPA AF LVL Stress Classes Floor Dead Load FDL= 15 lost Base Values Adjusted Floor Tributary Width Side One TWi= 7 it Bending Stress: Fb= 3100 psi Fb'= 3302 psi Floor Tributary Width Side Two TW2= 6.9 it Cd=1.00 CF=1.07 Wall Load WALL= 0 pit Shear Stress: Fv= 285 psi Fv'= 285 psi BEAM LOADING Center Cd=1.00 Reduced Floor Live Load 30 psf Modulus of Elasticity: E= 2100 ksi E'= 2100 ksi Total Live Load 419 plf Comp.-L to Grain: Fc-1= 850 psi Fc--L' 850 psi Total Dead Load 209 of Controlling Moment: 11305 ft-Ib Beam Self Weight 19 pit Total Load 646 pit 5.91 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on spans)2 Controlling Shear: 3823 Ib At left support of span 2(Center Span) Created by combining all dead loads and live loads on scants)2 Comparisons with required sections: Redd Provided Section Modulus: 41.09 in3 76.65 in3 Area(Shear): 20.12 in2 63.44 in2 Moment of Inertia(deflection): 229.23 in4 277.87 in4 Moment: 11305 ft-Ib 21090 ft-Ib Shear: 3823 Ib 120531b NOTES CONNECTORS:112"STAGGERED THRU BOLTS GRADE A307 OR HIGHER OR 16D COMMON NAILS BOLTING PATTERN: MINIMUM 2"FROM TOP&BOTTOM AND 2 112"FROM ENDS. BOLTS EVERY 16"(VERIFY WITH MANUFACTURER.) NAILING PATTERN: MINIMUM 2"FROM TOP&BOTTOM AND 2 112"FROM ENDS. (3)NAILS EVERY 12"(VERIFY WITH MANUFACTURER.) CAUTION: DIFFERENTIAL SETTLEMENT MAY OCCUR BETWEEN SAWN LUMBER AND ENGINEERED WOOD COMPOSITES, R Dt; . No 50216 A NORTON MASSACHUSETTS ah GS ,yj OF�y5`vP Prqact Bogiios Residence-21 Parker Street North Andover MA °ago Dennis Colwell Architects,Inc. Location:Beam B wmv.dc-architect.com / Multi-Span Floor Beam 58 Burt Street f [2009 International Building Code(2005 NDS)] Norton,MA 02766 (3)1.5 IN 9 x 9.0 FT StruCaic Version 8.0.113.0 1113012015 10:37:24 AM #2-Spruce-Pine-Fir-Dry Use Section Adequate By:40.61 Controlling Factor:Moment CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.09 IN U1155 Dead Load 0.03 in Total Load 0.12 IN 0868 Live Load Deflection Criteria:Lt360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1125 to 1125 Ib Dead Load 372 to 372 Ib Total Load 1497 to 1497 Ib Bearing Length 0.78 in 0.78 in BEAM DATA Center Span Length 9 It Unbraced Length-Top 0 ft 9 I B Unbraced Length-Bottom 9 ft Floor Duration Factor 1.00 Notch Depth 0.00 FLOOR LOADING Center MATERIAL PROPERTIES Floor Live Ln FLL= 50 psf #2-Spruce-Pine-Fir Floor Dead Load FDL= 15 psf Base Values Adjusted Floor Tributary Width Side One TWi= 5 ft Bending Stress: Fb= 875 psi Fb'= 886 psi Floor Tributary Width Side Two TW2= 0 ft Cd=1.00 CF=1.10 Cr-1.15 Ci=o.80 Wall Load WALL= 0 pit Shear Stress: Fv= 135 psi Fv'= 108 psi BEAM LOADING Center Cd=1.00 Ci=0.80 Reduced Floor Live Load 50 psf Modulus of Elasticity: E= 1400 ksi E'= 1330 ksi Total Live Load 250 pit Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 485 ksi Total Dead Load 75 pit 1 Cf=0.95 Beam Self Weight 8 pit Comp. to Grain: Fc-1 1_= 425 psi Fc- 425 psi Total Load 333 pit Controlling Moment: 3367 ft-Ib 4.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 14971b At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 45.63 in3 64.17 in3 Area(Shear): 20.79 int 41.63 in2 Moment of Inertia(deflection): 92.48 in4 296.79 in4 Moment: 3367 ft-ib 4735 ft-Ib Shear: 14971b 29971b NOTES ,i EL Aar,_ _. G4L,� 2` q No 50216 NORTON MASSACHUSETTS j q�7r o1:AAs Pr,ect:Bo;.hos Residence-21 Parker Street North Andover MA Five Dennis Colwell Architects,Inc. vmw.dc-architect.com 58 Burt Street or Norton,MA 02766 StruCalc Version 89.113.0 1113012015 10:37:24 AM Location:Beam Multi-Span Floor Beam 12009 International Building Code(2005 NDS)] (5)1.75 IN x 7.25 IN x 11.83 FT 2.1 E-31 00F-APA EWS LVL Stress Classes Section Adequate By:212% Controlling Factor:Deflection to' ED/iq,h Location:Beam B \�5 'ptFr,F rTf� Multi-Span Floor Beam [2009 International Building Code(2005 NDS)] Na.5x218 (3)1.5 IN x 9.25 IN x 9.0 FT NORTON #2-Spruce-Pine-Fir-Dry Use g MASSACHUSETTS fn Section By Controlling Factor:e Momenf t i ySAC �LjN of MP Prc,ect:Boghos Residence-21 Parker Street North Andover MA paeQ Dennis Colwell Architects,Inc, Location:Beam www.dc-architect.com Multi-Span Floor Beam 58 Burt Street t [2009 International Building Code(2005 NDS)] Norton,MA 02766 (5)1.75 IN x 7.25 IN x 11.83 FT 2.1E-3100F-APA EWS LVL Stress Classes StruCalc Version 8.0.113.0 11130/2015 10:37:24AM Section Adequate By:21.2% Controlling Factor:Deflection CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.32 IN U449 Dead Load 0.17 in Total Load 0.49 IN U291 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS 8 B Live Load 2475 to 2475 Ib Dead Load 1347 to 1347 to Total Load 3823 Ib 3823 Ib Bearing Length 0.51 in 0.51 in BEAM DATA Center Span Length 11.83 It Unbraced Length-Top 0 It A _- 11.830 ---- B Unbraced Length-Bottom 11.83 it Floor Duration Factor 1.00 Notch Depth 0,00 FLOOR LOADING Center MATERIAL PROPERTIES Floor Live Load I'LL= 30 psf 2.1E-3100F_' FWS LVL Stress Classes Floor Dead Load FDL= 15 psi Base Values Adiusted Floor Tributary Width Side One TW1= 7 ft Bending Stress: Fb= 3100 psi Fb'= 3302 psi Floor Tributary Width Side Two TW2= 6.9 it Cd=f.00CF=1.07 Wall Load WALL= 0 pit Shear Stress: Fv= 285 psi Fv'= 285 psi BEAM LOADING Center Cd=f.00 Reduced Floor Live Load 30 psi Modulus of Elasticity: E= 2100 ksi E'= 2100 ksi Total Live Load 419 pit Comp. to Grain: Fc--1-= 850 psi Fc-1- 850 psi Total Dead Load 209 pit Controlling Moment: 11305 ft-Ib Beam Self Weight 19 pit 5.91 Ft from left support of span 2(Center Span) Total Load 646 pit Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 3823 Ib At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reo'd Provided Section Modulus: 41.09 in3 76.65 in3 Area(Shear): 20.12 int 63.44 in2 Moment of Inertia(deflection): 229.23 in4 277.87 in4 Moment: 11305 ft-Ib 21090 ft-Ib Shear: 3823 to 12053 1b NOTES CONNECTORS:112"STAGGERED THRU BOLTS GRADE A307 OR HIGHER OR 16D COMMON NAILS BOLTING PATTERN: MINIMUM 2"FROM TOP&BOTTOM AND 2 1t2"FROM ENDS, BOLTS EVERY 16"(VERIFY WITH MANUFACTURER.) NAILING PATTERN: MINIMUM 2"FROM TOP&BOTTOM AND 2 112"FROM ENDS. (3)NAILS EVERY 12"(VERIFY WITH MANUFACTURER.) CAUTION: DIFFERENTIAL SETTLEMENT MAY OCCUR BETWEEN SAWN LUMBER AND ENGINEERED WOOD COMPOSITES. $ z g 0p No 50276 - . O NQRFON MRSSACHUSETI'S�rn � G 5 �gLt}t OF SPS P I c� Bo hos Residence m Residential Remodel 21 Parker Street 0 Z 0 ®rt lin 0-Xrer, A 01845 - � c:0 - 0 0 -0-01 i o 1 Z ed LE -11d L ~� 0 j a iz � a GO{yy�ft�C� DENMS COLWELL ARMTECTS, INC. Commercial ( Residential I Structural �_a NORTON 1 58 Burt St,Norton,MA 02766 t SS�eN SETTS�, 12 s�PG 12 p.508-241-2122 f.508-455-4466 ALN 0��P www.dc-arcliitect.com j � m 0 DRA't'ING LIST rinE IssuEo ' rZl- X _ ak .,z U o r r�, 1 a .s,a I el - a µ w I � — w �u 1 �ar I I i I x DRAWING LIST Zi k m RrD A,,R? ABBREVIATIONS a N 5021& ` vwmxz.rnx. txe.wu rumnaum�:u aaraw,+u NORTOkd. MAS ACE TTS J G� O PARTITION TYPES `�_�•` WALLS LEGEND ......,_.x,�, DIMENSIONING NOTE: I PER ISTiNG&lQ�f1 Rc`GU-R`fk1Fl�1?S V SYMBOLS LEGEND MATERIALS LEGEND GENERAL CONSTRUCTION NOTES DIMENSIONING NOTES PERMITTING&LOCAL REQUIREMENTS " I o� �o v o � a — � N --- 1 i 5 -Ellcn ILI ' � I ii I Y I DEMOLITION FLOOR PLAN BASEMENT DEMOLITION PLAN Ep Arse f No.soz s � raoa�ou � i�ASSriCH�lSETT$ ��. �T '�L?N OFPySP Dc`rtOL*Oh PL.v SOTS-CEN_- DEMOLITION GiAh'NOTES>PEOFIC F I i El i .e.ev�.0 o--�.�at�_ �v:-'�._ � ❑ cv m,— xa.nrroa 3 wr xsc».,ex e wm�cssc:�a-.s - � Cl .uYev.,nc v�c...h,�ssre e+vw*�isr� rs�x cos-+. ne axuz_>< � u��r-... v � ••-^.--c..c - .rcroz_.w< -_r-Ivo-ce v_a�. ., ,a Gs ccanmczrarrsc.-a '.vaw.��ivse rtff mia.�m�..uw.e DEMOLITION GENERAL NOTES DEMOLITION KEYED NOTES --c-C. D:,D 2 k 3_ LF El L ----------- K-9 Y- FA;4� It FLOOR PLAN IF FH-- SECOND FLOOR PLAN ------------------- 00 REDAt{ W u ORTON ACHUSE cr F cr F TION FOUNDATION PLAN DOOR SCHEDULE 'Ell —E-11-- 2 2 11 E. 1171-1— wool, 151E1Tl­Y­ bmlsou occF_ — E 2S M5 — —E—Tt— I 1 1-2'. —ELEcl—cc 110-- ­FITEDEY.1 E-H MI—..ly L aJ f , co DETAIL - I SECOND FLOOR FRAMING ,. STAIR&GUARD DETAIL k, I 44 � � MRSSA^t{US�TTa , y 16 TV i - DECK iFRAMING SECTION� U PIPTHR - - q E COUtMN&FOOTING a.. .. 7M . 1 The Comenonivealth of Massachusetts Department of Industrial Accidents I Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.govldia Ulk,ters'Conapiensation Insurance Affidavit:Builders!Contractors/EiectriciansfPlumbers, TO BE PILED WITH THE PERPIPITING At7TIlORITY. Applicant Information err, --� /'Please Print Leeibi Nanie(13usfnesstOrganintiotJindividual): �' {� } lA L�,jl uni ( Address: - A P,-,kjD /Z/3 n CihttStaietZip: �D ��SL =l Y i VA Phone#: q? -a`a a 1S Are you an employer"Cheek the appropriate b— Type of project(required): 1�t t om o nnpluyer wall, oployece(11.11andsor pan-one)- 7-Q New construction 2 LJ 1 am a sole proprietor nr partnership and hure no employees.vorking for n in 8 'Remodeling an}°capoeitq.INo,corkers'comp.insurance n,,q-0 j 3.L)I am a home—,doing all wock myself IN.workers"compinsara t rey-01` 9. ❑Demolition d.❑1 ams lann-.-and.ill be hiring contactors to conduct all—k...)property.1 will 10 E]Building addition on that su contractors eiorer hsve workers'compere boa inn....xc o,are ode I I Electrical repairs or add itions prnpdetare.vitn no emplayces 12.E]Plumbing repairs or additions i�JTt aa, neral—t—ior and I ha-hired the sub-conaacmrs luted on the alw1a,d Aw 13 f r Rooepairs hesea gesub—reactors have employees and have,corkerscompinsurance.; b-Q!ve roe.cnrpnn-n and as oficcr I—,exermsed me7r fight of—raptinn pe,M61-. 14.[:]Other____ 1 ]Other_ -- 1 j2,:1(4),a.,'—hsre no employees IN.workers comp in,—u,requned.I •An)applicant thin checks bac a I must also fill out the section belo,v showing ihnir.,vrkers'compensation policy iMornanon '))omwwners.dm submit on,aftid—1 indenting they are doing all,cork and then hire onside contractors must submit i new such IComr.ans that check this bus nos(nt-fad an additional sheet shoeing the name of the sub-contractors and stain whether or not those,vibes have. employees.Ifih,sub-ttaia--have zmployee;,they must provide their—k—'—p policy numt:er 7 ata an eniplover tont is provirfitig work-ers'coayrenaetiott itswrance for ttiy employees. Below is file policy and job site information. n Insurance Company Name: 1t'Z :Z.1L15 L-fi AJV-C Policy N or Set 1-ins Lic 9- L�-)L`Z e) - Z 4)—&&:Sft t 4?1 2-Expiration Dater Job Site Address: j Pl 7t-l4U �itfGT 1 City/State/zlp:N�tS1Q(�}-} j�/. Qj�Y Attach a copy of the workers'compensation policy declaration page(showing the policy number and date). Failure to secure coverage as required under MG1-c.152,§25A is a criminal violation punishable by a fine up to$1,500 00 and/or one-year imprisonment,as well as civil penalties in the lbrm of a STOP WORK ORDER and a fine of op to$250.00 a day against the violator-A copy of this statement may be forwarded to the Office of investigations of the DIA for insurance coverage verification I do Hereby ce t ;der the p eualties ofperjuty that lire information provided above is true and correct Si nature; f 9 �' Date: Official use on¢v Do not write Lt this area,to be coinpleted by div or town official. City or Town: Permit/License 4- Issuing Authority(circle one): 1,Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector b.Other Contact Person: Phone#: page 3 of 4 ''� CERTIFICATE OF LIABILITY INSURANCE DATE(MMND YrY) 2/16/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS 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 BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsemont.A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s), PRODUCERNTACT NAME: Salah Guyette Leslie Ray Insurance Agency, Inc PHONE (B76}927-2600 V1 (9T8)92r-8938 129 Dodge Street E-Mal DREss:saraku3@ leslieray.cum WSURE S AFFORDING COVERAGE NAIC. Beverly MA 01915 INSURER A:Catlln S ecialt Insur— CO INSURED INSURERBSafety Insurance Company 9454 Burnham Construction Co., Inc. INsuREac: 3A Pond Road INSURER D Gloucester MA 01930 INSURER E T. NSURER F: COVERAGES CERTIFICATE NUMBER2015-2016 Term REVISION NUMBER: THIS IS To CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO VYHIC14 THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE 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. INSRLTR TYPE OF INSURANCE DO ppLICV NUMBER Ai6,/DOttYFF PYO MlOOYY UMnS GENERAL UA61LlTT j EACH OCCURRENCE $ 1,000,000 X COM1M9ERCIAL GENERAL LIABILITY PREMISES R�nff-- $ 50,000 A CLAVASMAOE�OGCUR -1003032@2 (1(2015 (1/2016 NED EXP(My vie parson) 5 5,000 PERSONAL B AOV INJURY $ _ 21000,000 GENERAL AGGREGATE 3 2,000,000 GEN'L AGGREGATE UMfT APPLIES PEK PROCUCiG-COMPIOP qGG $ 2,DDD,OOO X POLICY PRO LOC $ AUTOM06ILELIABILITY OMBINEDGIN EuMn Ea aca�M 5 1 000 000 ANY AUTO B ALL O-I'D X SCHEDULED 16235398 BODILY INJURY(Per p—) $ AUTOS AUTOS 0/6(2015 0/6/2016ER DILY INJURY iPer accitlent)X HIREDAVTOS X AUTOSNON. NED OPERTY DAMAGEAUTOS r accitleM UA9 -Basic $ 8,00 OCCUR EXCESS UA9 EACH OCCURRENCE 5 CLAVAS MADE DED RETENTION AGGREGATE S —RNERS COMPENSATION WC STATU- OTH- ANDENPLDYERS'LUIBiUTY Y/N S ANY PROPRIETOR/PARTNERIEXEONIVE $ _ GFrIOER(MEMEER EXGlUOED? Ntw E.L EACHACCIDENT CFFICEE.in 8ER ayes,tlesviOeDMer E.L.DISEASE-EAEMPLCTE $ DESCAIPTiON OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS f VEHICLES IAeac6 ACORD IDI,AddiD 'Remarks Sch W'.if more space Is ratPtireC) Town of North Andover is listed as an additional insured when required by contract CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. 120 main Street North Andover, MA 01645 AUTHORIZED REPRESENTATIVE Richard Jones/BRADS �- ACORD 25(20 BIOS) OO 1988-2010 ACORD CORPORATION.All rights reserved, INS025(zmuo6)GI The ACORD name and logo are registered marks of ACORD ac�orzr�Q CERTIFICATE OF LIABILITY INSURANCE °A EtMMND Y Y" 02118/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS 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 BETWEEN THE ISSUING INSURER(S),AUTHORIZED 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,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(.). PRODUCER CONTACT NAME: Brad Sano LESLIE S.RAY INSURANCE AGENCY INC. PxoNE - NE}; (978)522-5663 E-MAIL —` 129 DODGE ST. AomgFs _brads my Com IN.URER(.I AFFORDING COVERAGE_ NAIC_N BEVERLY MA_07915 NSU­R -'ACADIAINSCO INSURED _L_-- 31325 INSURER.. BURNHAM CONSTRUCTION CO INC INBUREft C: _ IN.URER D: 3A POND RD wsuRER E; �._. , GLOUCESTER MA 07930 INsuRER F: ; COVERAGES CERTIFICATE NUMBER:31540 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE 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, ILTr TYFEOF INSURANCE ADDLS BR - POISCY EFF POLICYEXP POLICY NVMHEx MMlDD1YY MMIDDm'YY; LIMITS COMMERCIAL GENERAL LIABILITY i EACH OCCURRENCE s ...J CLAW-tMDE El OCCUR i E-TO REf E6 PREMISES(E ems_s I EDEXP(Any R%sant S _- � NIA 1 PERSONAL&AnV IN LI Y GENLAGGREGATELeAiT PLIESPER: iM1GENERAt A(aGREGATE 5 POLICY.—i�E PRODUCTS-CO0.1ProP AGG E CT OTHER: $. Ir AUTOMOBILE LIABILITY EaMINEDISNGLE LtMiT $ ANY AUTO ( �- ., BODILY INJURY(P persm) $ RLL OWNED SCHEDULED - AUTOS AUTOS NIA i BODILY INJURY(P—Pe.) S NON-0 EO HIRED AUTOS AUTOS FNN- DAMAGE Peremd�_ S b UMBRELUL OAfi OCCUR EACH OCCURRENCE .8 E.CESS UAe =7�; $ _Y_ _,.A CLAI;4IS C NIA DED l RETENTIONS $ WORKERSCOMPENSATION AND EMPLOYERS'LIABILITY Yt N' AVYPROPRIETO,RIFARTNEft✓=XECUiNE A OFFICERtMEM9sREXC�UDED, IIN!A WA NIA MAARP300028 I IELEACHACCIOENT_Is 100,000 (Mandatory rn NNJ u ' (08!75/2015 09175/2016�-L__BE EA EMPLOYEE$ 10f),BDD IF es des n 'ter DESO IPTION OF OPERATIONS baiaw EL DISEASE-POLICY LYAVT S 500,000 NIA DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES(ACORD LD1,AtltllHanal Remarks SSNatlule,may He aNachetl if mora spaceA required} Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 0306 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires.or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this Certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.govtlwdlvvorkem compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main Street AUTHOR2E0FEPRESENTATIYE North Andover MA 01845 Daniel M.Crn(xfPv CPCU,Vice President-Residual Market-WCRIBMA ©1988-2014 ACORD CORPORATION.All rights reserved, ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD Massachusetts-Department of Public Safety '✓ Board of Building Regulations and Standards Con tru ion Sul r _, License:CS-074761r SCOTT P SURNHOI 36 GRAPEVINF RD t9 Gloucester MA 01930 . - z�b��=r Expiration Commissioner 01/12/2017 fs.\,Office of Consumer Affairs&Business Regulation - � _ G �✓HOME IMPROVEMENT CONTRACTOR r,{Registration: .129033 Type; V Expiration: 626/2017 Private Corporation Burnham Construction Company Inc:. fl Scott Burnham 3A Pond Rd Gloucester.,MA 01930 Undersecretary 1 f