Loading...
HomeMy WebLinkAboutBuilding Permit #137-15 - 27 DEWEY STREET 8/7/2014 BUILDING PERMIT of "°o :' .TN qti y.s —.,6 O TOWN OF NORTH ANDOVER F ` o APPLICATION FOR PLAN EXAMINATION Permit No#: Date Received4 �gSSACHU`����� Date Issued:--S::7 IMPORTANT: Applicant must complete all items on this page LOCATION Sr • � D? er N�, b i , Print PROPERTY OWNER �1 1 T fl t'1n'll Print 100 Year Structure yes no MAP PARCEL: ZONING DISTRICT:__ Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building )"—One family ❑Addition El Two or more family ❑ Industrial ❑Alteration No. of units: 0 Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District 0 Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: !15v Identification- Please Type or Print Clearly ,sO OWNER: Name: 14M,rr � e-Z/,t T t Phone: I'p I l- Address: 4, Contractor Name: O4v"d ScL►JS,,3P.hone: 978 X83 Address:_ /9Ze�wvvLl �� � s� ,_ �� C>lk7G' Supervisor's Construction License: ._ S,FR 0903�, Exp. Date: Home Improvement License: / ?_.._66c _ _ Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. a FEE SCHEDULE.BOLDING PE MIT:$12.00 PER$1000 00 OF�E TOT 4 TIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 6 6 ('� ` Hca FEE: $ Check No.: Receipt No.:J NOTE: Persons contracting with unregistered contractors do not have access toOe,,guaranty fund :Signature of Agent/Owner Signature of contractor Location 1` No.—� "� Date . • TOWN OF NORTH ANDOVER Certificate of Occupancy $ . Building/Frame Permit Fee Foundation Permit Fee $ ` Other PermitFee `�.. OX $ I&d Check# 27866 Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ 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 PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Siqnature i U r COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. j 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 Call Email Date Time Contact Name Doc.Building Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. i Roofing, Siding, Interior Rehabilitation Permits o Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract o Floor Plan Or Proposed Interior Work o 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 Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract o Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable) o 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) o Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) a Copy of Contract ❑ Mass check Energy Compliance Report a 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 Doc:Building Permit Revised 2014 'IC E -------------- GIAL O''T Date Article , Section of the Zoning Ordinance. WHEREAS,VIOLATIONS OF Article Section IL—of the Building Code have been found on Article , Section of the Code these premises, IT HEREBY ORDERED in accordance with the above Code that all persons cease, desist from, and STOPWQ.RK at-once.pertaining to cors ion, alterations or repairs on these premises: known as All persons acting contrary to this order or removing or mutilatin his notice are liable to arrest unless such action is authorized by the Department. CODE OFFICIAL E AL 1,� Date t Article , Sectionof the Zoning Ordinance WHEREAS,VIOLATIONS OF Article Section �of the Building Code have been found on Article , Section of the Code these premises, IT IS HEREBY 0MAERED in accordan a with the a ve Code that all persons cease, desist from, and Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 66,900.00 m $ - $ 802.80 Plumbing Fee $ 100.35 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 100.35 Total fees collected $ 1,103.50 27 Dewey Street 137-15 on 8/7/14 Remodel Kitchen, Reno 3 Bathrooms NORTI1 Town of 1 E : 1.� ndover O - t No. I soh ver, Mass, COCNIc"a WIC.t U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ... ,�/1, :r.hg BUILDING INSPECTOR Foundation has permission to erect .......................... buildings on .�..... ... ... . to be occupied as �".44"�xo.. �... „ �;r�,rN�!O ! Rough 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 MONTHP ELECTRICAL INSPECTOR �d UNLESS CONSTRUCTfON ST TS Rough Service ................. ........................................................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz 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. /le �P°�wntoearuca�l�a�C/��as��c�rSell (4ffn�c�of Consu147 mer Affairs&_Busmen mut ' } MOB lulpROVENIENT CONT RAOTOR Tye, a s' egistr2tiOn 127660 I aividu21 r r�l12/3/2014 ,. . .Q-011)S':HAUFUS € DAVID SCHAUFUS- i 4 HAZEL-WOOD AVE m g01876 Uodcrkecretar; TEJ`JKSBURY, ' o{ i`arda�3s tt Ote gt Uses Oe9'aRe�Uiat\o F'�'i,� assa�� ak,ia`t'9v"i`0 1 X32 M o{ oQ� �p1 1, �,/ i �r$ $Oatd S CSF P `4 nnct�u eye• � � ' Avg" c,5 vN4v �Y�NO- 0,�6 ?3120 OP ID: MH '4 o° CERTIFICATE OF LIABILITY INSURANCE DATE(M olr0211YYY) 2rla 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(s). CONTACT PRODUCER 978-975-1300 NAME: Segreve&Hall Insur.Assoc.lncONE FAX 305 North Main St. 978-975-7596 aPHc No Ext): CAM,No): Andover,MA 01810 E-MAIL Patrick D.Hall ADDRESS: PRODUCER JRCBU-1 CUSTOMER ID A: INSURER(S)AFFORDING COVERAGE NAIC If INSURED JRC Builders,Inc. INSURER A-Commerce Insurance Co. 34754 PO Box 911 INSURER B:AEIC 11104 Tewksbury,MA 01876 INSURER C INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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. rA TYPE OF INSURANCE D BR POLICY NUMBER MMIDD EFF MM/DD LICY EXPLIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY BGCGYS 11106/13 11/06/14 PREMISES Ea occurrence $ 100,000 CLAIMS-MADE ®OCCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY M PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 ANY AUTO 1020020157 04/08/14 04/08/15 (Ea accident) BODILY INJURY(Per person) $ ALL OWNED AUTOS A X SCHEDULED AUTOS BODILY INJURY(Per accident) $ PROPERTY DAMAGE $ HIRED AUTOS (Per accident) NON-OWNED AUTOS $ $ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATIONX WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ER B ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,00 OFFICERIMEMBER EXCLUDED? ❑ N/A (Mandatory in NH) 500-5011685 01118/14 01/18/15 E.L DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT 1$ 1,000,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE G4S USA THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 21 North Street Burlington,MA 01803 AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name.and logo are registered marks of ACORD II II II E 9'6 II II II II II I m 1 II II II II II II Existing Beam_ i I '�—��— 8'5 I I I JI I ,�•yst°s��t�r� �_�...r'"���1�1(�� '�° �•Jn1 .J�O,v '.; P� NEW BEAM 14 TT L I _ _1 C711I 1 y I, O EDi ; i i di ! 3 CP r, --------------- 2nd -'2nd Floor 988 sq ft rl,RED Ay FSG\aft M. ° No.754 y �' e4J Z yC�4 ,fSL j" ° KE«scEYMASSACHu,SMS 4A y �k'� STH OF MASSP Z ' lW Z¢�� ,! c6fJ6C -rO P 4 Pocrrro"4 c « 3 IW 44- W6o2 CUT ' r 4:.- " ► -tet IPX ZV.� s 6 cc017 10 / l3ocTr f o KIS k) C(Y--q co C.Z. 64W.. j+i7 Ui D LP Job ss4 17 BUILDING PRODUCTS July 16,2014 To: Norman Scheel Struct.Engg. From: LP EWP Engineering I is Phone: 916.536.9585 Phone: 800.515.7570 Fax 916.536.0267 Fax 866.753.4369 Re: Seals Required Pages 2 including cover sheet We are sending you the following items: x CALCULATIONS ` OTHERS(SEE NOTES BELOW) REPAIR DETAILS Job Name: JRC-27 Dewey Street Request MA Normal seal Mail AND fax/email copy to us Fax or email scanned copy to: Universal Forest Products email: gbeanOwfpi.com Attn: Greg Bean 155 Bay Rd. Belchertown,MA 01007 Pls. mail original seals to: Tel. (413)323-7247 Address above Fax. Notes: LOUISIANA-PACIFIC CORPORATION 414 Union St, Suite 2000 Nashville, TN 37219 EWP.Desian cD1Pcorn.com Privacy and confidentiality Notice:The information contained in this communication is confidential and intended solely for the use of the individual to whom it is addressed and others authorized to receive it ff you are not the intended recipient,any disclosure,distribution,or taking of any action in reliance on the contents of this information is prohibited.If you have recieved this communication in error,please immediately notify the sender at the phone number indicated,and retum the original message and documents via mail to the sender. JRC-27 Dewey St.-North Andover,MA MA UNIVERSAL FOREST PRODUCTS 2014.1 Allowable Stress Deagn MSI1 0.70 NOTE? LOAD TABLE 3 PLIES 1.750 X 9.500 LP LVL290OFb.2.OE I DESIGN CRITERIA VSI1 0.39 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 3 - PLIES FASTENED RSI: 0.72 THE VERTICALLOADS SHOWN AS DETERMINED BY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1). OTHER LOAD CASES TOGETHER (REFER TO NOTES). OTHERS.VERIFICATION OF LOADING.DEFLECTION FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. LIVE LOAD s 40 PSP LIMITATIONS,FRAMING METHODS.WINDAND SEISMIC (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DEAD LOAD 15 PSF BRACING,AND OTHER LATERALBRACINGTHAT IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDP LABEL TOTAL LOAD .+ 55 PSP ALWAYS REQUIRED IS THE RESPONSIBILITY OFTHE FT-IN-SX FT-IN-SX PROJECT ENGINEER OR ARCHITECT.)DISCLAIMALL UNIFORM FLOOR LIVE TOP 460 PLY 00-00-00 13-02-00 1.00 RESPONSIBILITY FOR.ALL PLANS,SPECIFICATIONS UNIFORM FLOOR DEAD TOP 173 PLY 00-00-00 13-02-00 0.90 FLR LEFT SPAN CARR. 11.50 FT OR OTHER DOCUMENTS THAT MAY BE USED TO UNIFORM BEAM WEIGHT 14 PLY 00-00-00 13-02-00 0.90 FLR RIGHT SPAN CARR. 11.50 FT INCORPORATE THIS COMPONENT INTO THE BUILDINGDESIGN. WARNING NOTES: DEFLECTION CRITERIA 2.PROVIDE RESTRAINTAT SUPPORTS TO ENSURE LIVE LOAD DEFL: L / 360 LATERAL STABILITY THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. TOTAL LOAD DEFL: L / 240 3 DO NOT CUT.NOTCH OR DRILL LP LVL USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP I-JOISTS IS 4.SHIM ALLSEARINGS FOR FULL CONTACT. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW CODE COMPLIANCES S.VERIFY DIMENSIONS BEFORE CUTTING LP LVL BY A DESIGN PROFESSIONAL, REPORT N TO SIZE APA PR-L28o B.THIS UP WL.IS TO BE US D ASA FLOOR BEAM ONLY. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL 17.8C EDGE BRACING REQUIRED AT BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER. 84'O.C.OR LESS. ARCHITECTOR DESIGNER TO VERIFYT14AT THE SUPPORT STRUCTURE FOR THIS BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. DESIGN ASSUMES ALL'TOP'LOADS ARE APPLIED TO TOP EDGE OF LP LVL.SUCH THAT ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. ATTACH TWO PLIES WITH 2 ROWS OF 16d LP COMPONENTS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE IN (3-1@')NAILS AT 12'OC,FROM ADDITION TO COMPLYING WITH BUILDING CODE DEFLECTION LIMITS ONE FACE ONLY. STAGGER ROWS.FLIP OTHER DEFLECTION CONSIDERATIONS SHOULD BE EVALUATED BY PROJECT BEAM AND ATTACH THE THIRD PLY WITH DESIGNER,SUCH AS VIBRATION,BOUNCE,AND AESTHETICS. ROWS OF i6d(3-112')NAILS AT 12'OC,TO THE.UN-NAILED SIDE OF THE FIRST TWO THIS FLOOR FRAMING COMPONENT HAS BEEN DESIGNED WITH AN INPUT TOTAL PLIES.STAGGER ROWS NAILS MAY BE LOAD DEFLECTION LIMIT OF L/240.(PROVIDED BY THE LP CUSTOMER). COMMON OR BOX NAILS WITH A MINIMUM THIS.COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS. SHANK DIAMETER OF 0.131".16d SINKERS 3-1/4' MAYBE USED. �1N s9q M v SCHEEL STRUCTU No. � NAIL �k- w SUPPORT REACTION$ (LBS): 9.500 MAXIMUM SHARI NO N U B E R - 1 2 1,750 20 f,,;� >i• .:.;. DOWN 4258 4258 3.500 UPLIFT --- --- 5.250 CROSS SECTION MIN HEARING SIZES (IN-SX) 1- 6 1- 8 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0.42-(L/371) 0.43- -DEAD LOAD 0-26- 13- 2- 0 TOTAL LOAD 0.59"(L/264) 0.65- "'THIS DRAWING IS NOT TO SCALE Hamming&Erection LPO SolidSiarta LSL,LVL and l-Joist Specifications User Notes(User is responsible for the accuracy of these notes) LP Engineered Wood Products 07/16/14 IBC 2012 2114A Tempomryand permanent bradng forholdmg component Do not al,notch,dell or allot LP SolidStad LSL.LVL and Wolds except as Shown 414 Union Street,SUte 2000 plumb and for resisting lateral forcesshail be designed and is published material from LP.Any use of LP SolidStad LSL,LVL and I.olsts contrary Nmhville,TN 37219 Installedbyothars.No loadsam to be applied to the In file llmltsset forth hereon,negates any expresswananly of the product and LP Phone 800.515 7570 component until aper all the framing and fastening aro disclaims all Implied warranties including the Implied warranties of merchantability Fax 866.763.4369 Wmpleted.At no time shall loads greater than design loads and fitness fore particular use bo apptled to the mmpanent. DesignCrlleria (� L} A COPY OF THIS DRAWING IS TO 815 6`GIVEN TO THE INSTALLING CONTRACTOR. 61 7 The design and material spedtiad am in substantial and SolldStan aro registered ImdemeftofLouisiana-PadacCorporation DWG # conformity wllh the latest reWsonsof NDS,'Dead load def edlon ioduddesadjustarent faorfarveep.Total loadILP Cal prop 65 Wareing Vso of this product may result in exposure to wood dust,Imown SHEET # 1 of 1 defiedion Is mslameneous to the State of Callfomia ro cause cantor. File:\\nashvre l\users$\saralte\My Documents\3-ENGG SUPPORT\2014\2014.07\66417\W OODE.SPX