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HomeMy WebLinkAboutBuilding Permit #80 - 20 CARTY CIRCLE 8/4/2006Permit NO: Date Issued: v a i LOCATION PROPERTY O)h MAP NO.: TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION BUILDING PERMIT APPLICATION AE191RQV1E1) Date Received: '" L o( IMPORTANT: Applicant must complete all items on this Print ARCEL: 33 A ZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRICT YES U TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building VAddition ❑ Alteration VOne family ❑ Two or more family No. of units: ❑ Industrial ❑ Repair, replacement 5� Demolition ❑ Assessory Bldg El Commercial ❑ Moving relocation ❑ Other ❑ Others: ❑ Foundation only n�crulpTTnN OF WORK TO BE PREFORMED e G '-'r�1 ��i/a�L 000151 ��ucT %iltt/ (.11�flf7 �a.K G '�C-tCu/dy CV� D iN netcJ•- OWNER: Name: Address: CONTRACTOR signature 97,f 5:77 619 Supervisor's Construction License: 412-3547 Exp. Date: ✓l� Home Improvement License: LI 7Exp. Date: 06 72 ARCHITECT/ENGINEER e �✓ 1l'O A 1'x'0 Name: Phone: 77 F ,, // Ale 44. Address:(2 / 0 S6� `!//�✓�t4gAd � Reg. No. FEE SCHEDULE: BULDING PERMIT: SJizo PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. /2 oa t� Total Project Cost: �; xwlw=FEE:$ Check No.: /� �i� - _ Receipt No.:� � 4 /t Location No. _ / Date NORTH TOWN OF NORTH ANDOVER 41 Certificate of Occupancy $ �'SswcMusEt� Building/Frame Permit Fee Foundation Permit Fee $ Other Permit Fee $ TOTAL $ , Check #/ 1932-1 A %/Building Inspector -J A TYPE OF SES& ERAGE DISPOSAL _ TanninggNlassage, Body Art Swimming Pools Public Sewer — Well _ Tobacco Sales — Food Packasing. Sales -Permanent Dumpster on Site Privsate (septic tank, etc. L ! Electric Meter location to project MOTE: Parsons contracting wiNr wtregi-stered contraeturs du not have it cess it) the guaranll•.rind Signature of Agent, Owner C0.4v Signature of contractor �;& • �,44 Plans Submitted � Plans Wailed Certified Plot Plan r Stamped Plans THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - L FORM PLANNING & DEVELOPMENT CO'NIMENTS j� CONSERVATION j/ COMMENTS WD �4 HEALTH COMMENTS DATE REJECTED DATE APPROVED ❑ n L1-7 Water Shed Special Permit Site Plan Special Permit Other PATE REJECTED DATE APPROVED 2 DATE REJECTED DATE APPROVED J loning Board ofappeals: � ariance. Petition No: i:r nirn� Decision, n_ccipt sul'illitted N, -,s tannin Board Decision: — -- l oIII nlenCS nscr:atien Decision:-- omll»cnts iter :i�b1Cl' cvnneclion,:."anature & gate Dri,,ewa Permit emp Dumpstcr on site ves_no_ i=ire Departmunt si`,:naturc,date Building Setback (ft.) Front Yard Side Yard Rear Yard Re aired Pro% ided Required Provides Required Provided Dimension Number of Stories: / Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: 3(0/ 310 --L r- Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits u Building Permit Application j Workers Comp AFfidavit u Photo Copy Of H.I.C. And/Or C.S.L. Licenses a Copy of Contract a Floor Plan Or Proposed Interior Work Addition Or Decks u Building Permit Application j Surveyed Plot Plan u Workers Comp Affidavit j Photo Copy of H.I.C. And C.S.L. Licenses u Copy Of Contract u Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) a Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) j Building Permit Application Certified Proposed Plot Plan :i Photo of H.I.C. And C.S.L. Licenses j Workers Comp Affidavit .j Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) j Copy of Contract j %lass check Energy Compliance Report 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 iluilding application .nc: i `C.NEi("i'f U:`v.\L'•i(;t'. i( b::'. i)F:F" R E"�14:'f;`..3Pi�:)R�llli ri W �1 0 O o � C4 w '-� as a •u r. � G 0: w a • •. I 3 u QJw ca C F� w w w v o z cn �1 0 O u � C4 w '-� as a •u r. � G 0: w a • a C ca C w w w v o z cn , v cn o cm -fti O C y W C, ci y N y 3 CD m y �m US y O O 4 'E _ m E� mCL o cm y o O) f pl p C Cy Q cc= m2 m JCDS oacmNo CLn COD co ev= W C r LL •y O C O �• y 2 'r 29 .y O V •� m F C O vsca 7 Q a� c c O m c ;.= c cts C3 • C L O y C ca C C O O C CD C CD o CD O C COL ' E C o cm -fti O C y W C, ci y N y 3 CD m y �m US y O O 4 'E _ m E� mCL o cm y o O) f pl p C Cy Q cc= m2 m JCDS oacmNo CLn COD co ev= W C r LL •y O C O �• y 2 'r 29 .y O V •� m F C O vsca 7 Q a� O ai • L O O 0 ca C cm W � � y O O m m CD 0 co CLI --y=... O O G O env o c CL C a H cc C C v CL o CD C 0 CL � V V2 � C C ' C c CO2 is CONTRACTOR AGREEMENT THIS AGREEMENT made the 13°i of July, 2006 ,by and between David Newhouse Jr., hereinafter called the Contractor and David & Gabriela Bradburn , hereinafter called the Owner. Witnesseth that the Contractor and the Owner for the considerations named agree as follows: Article 1. Seove of Work The Contractor shall furnish all of the materials and perform all of the work shown on the Drawings and/or described in the Specifications entitled Proposal, as annexed hereto as it pertains to work. to be performed on property at 20 Carty Circle, North Andover, MA . Article 2. Time of Completion The nature of this work normally takes between 60 to 90 days to complete. The work to be performed under this Contract shall be commenced on or about the I" of August, 2006 .and shall be substantially completed on or about the 31" of October, 2006 . Time is of the essence. The following constitutes substantial completion of work pursuant to this proposal and contract: (SEE ATTACHED PROPOSAL) Article 3. The Contract Price The Owner shall pay the Contractor for the material and labor to be performed under the Contract, the sum of $133,935 subject to additions and deductions pursuant to authorized change orders. Article 4. Progress Payments Payments of the Contract Price shall be paid in the manner following: 1. $20,000 Payment to Start 2. $201000 Consecutive Payments As Job Progresses 3. $ 5,000 Final Payment Upon Delivery of Occupancy Permit Article 5. General Provisions Any alteration or deviation from the above specifications, including but not limited to any such alteration or deviation involving additional material and/or labor costs, will be executed only upon written order for same, signed by Owner and Contractor, and if there is any charge for such alteration or deviation, the additional charge will be added to the contract price of this contract. If payment is not made when due, Contractor may suspend work on the job until such time as all payments due have been made. A failure to make payment for a period in excess of 5 workdays from the due date of the payment shall be deemed a material breach of this contract. In addition, the following general provisions apply: I. All work shall be completed in a workman -like manner and in compliance with all building codes and other applicable laws. 2. A pian and scale drawing showing the shape, size dimensions, and construction and equipment specifications for home improvements, a description of the work to be done and description of the materials to be used and the equipment to be used or installed, and the agreed consideration for the work. Page 1 Article 8. Additional Terms No allowance has been made for Blasting; if necessary. Signed this 13th day of July , in the year of 2006 9124 —/ kxvo�� Owner, David Bradburn ner, Gabriela Bradburn Contractor, David awhouse Jr. Newhouse & Sun Construction 3 West Jamaica Avenue Wilmington, MA 01887 978-657-7274 Contractor License No. 042389 Home Improvement Contractor No. l 17760 Page 3 NOTES 1. FOR SITE SEE ASSESSORS MAP #47 LOT #33 AND E.N.D.R.D. BK #5668 PG #67. I HEREBY CERTIFY THAT THE BUILDING IS LOCATED ON THE LOT AS SHOWN STEPHEN -'. rSKI, R. L. S. 7/20/06 DATE PLAN OF LAND IN NORTH ANDOVER, MASSACHUSETTS DRAWN FOR DAVID BRADBURN 20 CARTY CIRCLE NORTH ANDOVER, MA 01810 SCALE: 1"=40' DATE: JANUARY 23, 2006 REV: JULY 20, 2006 0' 20' 40' 80' 120' MERRIMACK ENGINEERING SERVICES 66 PARK STREET ANDOVER, MASSACHUSETTS 01810 %i Qo > o _ p Z 0 0' N N 00 ooX& o CD N p m ai o� a y_ H p L) U CJ y.fo ON N- am -= a C am N WS O N �2W:Uc, a O O C O O o �' :LU m vU , v nth' CO J J V � t 00 Q 00.ti U <o m ©o J O U) ao E YN macJ cc 00 N 0 Of z ': 0 op M 00 rn ao L) Q o Tw U OO eo M r c ami r r O - O 'C f6 L, A (0 m cC a0E->o; p U) MY) m;m0 w O0 r H r 0 Z `O' I Y � U N 4i mQ o 0 c m m g c UUIiM a E O x .. a� ON a 0 �:HNFO- L1 O a ZZr'n Q �w O Z O O o O C? Q Q LL CD ZN CD M co0 O LL Ix n z CD w > -j 0, 0) V G� w Z V > m m CL �g w �m a U v �' �• a� Q 2 o �o0t7�N Q t U Qo > o _ p Z 00 CD N y_ H � O CO J J t 00 �M O O 00 N rn ao Z Z `O' O� 000 a ON a 0 M v ZZr'n �w — to dr o rn ao r r . 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N: O u)cnw W.�LL;. =LL LL U: d W Cl) REScheck Compliance Certificate Massachusetts Energy Code REScheckSoftware Version 3.5 Release lb Data filename: C:\Program Files\Check\REScheck\BRADBURN REVISED.rck TITLE: PROPOSED ADDITION TO THE BRADBURN RESIDENCE CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non -Electric Resistance) DATE: 06/28/06 DATE OF PLANS: 06.29.06 PROJECT INFORMATION: PROPOSED ADDITION TO THE BRADBURN RESIDENCE 20 CARTY CIRCLE NORTH ANDOVER, MA 01890 COMPLIANCE: Passes Maximum UA = 168 Your Home UA = 132 21.4% Better Than Code (UA) Ceiling 2: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane Door 1: Solid Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Permit Number Checked By/Date Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA 700 30.0 0.0 25 927 19.0 0.0 50 49 0.370 18 42 0.300 13 779 30.0 0.0 26 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release lb (formerly MECchec4 and to comply with the mandatory requirements listed in the REScheckInspection Checklist. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load asC 1310and J .4. Builder/DesignnjS;; Date �� REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.5 Release Ib DATE: 06/28/06 TTILE: PROPOSED ADDITION TO THE BRADBURN RESIDENCE Bldg. Dept. Use [l [l Ceilings: 1. Ceiling 2: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above -Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: 1. Window 1: Vinyl Frame:Double Pane, U -factor: 0.370 For windows without labeled U -factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: 1. Door 1: Solid, U -factor: 0.300 Comments: Floors: 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfin (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: Required on the warm -in -winter side of all non -vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R -values and glazing U -factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation ( instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] ( The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] ( Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I ( Heating and Cooling Equipment Sizing: [ l I Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in Sections'780CMR 1310 and AA I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ J ( All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. ( Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the I levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Heated Water Non -Circulating Runouts Circulating Mains and Runouts Temperature ( F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes NOTES TO FIELD (Building Department Use Only) Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ( F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 07/24/2006 14:26 FAX 1 978 256 3339 MOORE LUMBER CHELMSFORD JUL-24-2006 MON 02:13 PM TRUS JOIST FAX N0, 856 985 9806 e GARAGEBEAM rJaeem100,�Osedsl N,,,m 4 PCs of 1 3/4" x 18" 1.9E Microliame LVL W*r.4 7124rm 11:37:03 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE t:1eQe+ Enpine versltad 8.20.10 APPLICATION ANO'LOADS LISTSD x4}4 TD" LOADy- Anclysla it to., a fleede, (Flush Mosm) Member. T11gAe7 Lord W Idb: W' "" Loyd Otevp • R4110aAdel • LMr10 Mees �pstl; SOA lsro at 100 %dunAdr1,12,0 Odad PORTS: kWA B4er(Irp VoNral g4ertlsne (m') MAAh L41,0h LN1dDseNUp19YMOt + tstad was 740' RAr 4043 /2 aa9 /o 17212 2 Stud wan 290• 2,42• 4643123691012212 Sae TJ SPECIPIEJrS / RAMIDER5 0006 for detetl(a): At; Blocking WIN Othar Au Wocldna 1 Ply 1 1(1'-19.1.9E TM *018011dm M Au ab^t" 1 ply 1 114'x 19' 1.7E TknbaBtratldf0 LSL Product Diagram is Conceptual, X1002 P. 03/03 OLSItiN CONTgQ3• • htnlmam nasion FonNol Control Iodation Shaer (Ia) 711a 4171 27940 Voiced VON I'm end 6pen 1 wxwnpdr Intima Mmnent(Fltbs) 47578 43576 7M05 VMsed(%%) MIO Som / under Flow lesdlhe Ura lead0el ((n) 0.617 0.elD P- VM) NO0pae 1 rp wFloorlp idg Tocol load 04 on) 0.720 1.725 Passed Vaal MIO &Pon 1 undo Floor b tt8 •D060110n Cdts4W STANDARDOlip10.TL1/240) •Bn1Nn0(Lu): All Compression edger 000 end botWm) muol be Oreod at I1.7' oft unteas dsla0ed oroftus, pmw&IeanmaM and Pds owhp distend bracing to required to aallow member obMily. ADDtyeNAL No.s:e. T' �4PORTAN7! The enolyelg WWI" to autpWoput yt plan saknle deveiooad h crus Jdsl "' --"Pod" pod" plus yoyn we M Yowdanaa w10r au/mnl TJ malpas, and opda ticcapyd 0aelgn plana. "Pi"k o" by �aeWOn P aa�mlall�TM leads and dlmenslav here bosh pavAdsd by elhere TNn MonYar (O V hlaoroa LanEor) and moat be 1v4eaa amf gipralad ror me Ipadac •THISANAI.Y9ISFOR VRUSJOIST PR000C)BONLYI PRGDUCTBUBSMV111ONVOIDSTHISANALY616. -4aowsMa Suns Dusign m0hodd0g7wea urea ror BWlding We UBC walybng the T,I Dlebuaop;h d,.t ibtsd above. -Noe:6ee TJ SPMFIER•6 t OUIIDEW4 QUW-6 re, mwdple pty eamso0as 21111faftILK?118: ALLOWS FOR P07ENTAL FUTURE ROOM OVER GARAGE SEE SHEET ONE FOR ADOMONAL NOTES BRADBURN 20 CARTY CACIE N. ANOOv;R. MA Copyright o 2005 by sego Joiee, o Mpyprh•euvor ay4lMaa F9 9 of Niosol3aaC " 4 repl.toxed tr4desnra e/ True Jeleo. p�\C•r .\7CD\!.e)ect rl lip\70000-39999131000-71999\31500.72599\71310\dat,em 1 Madge Teolo Hgileed 11180 J010%A WepmReuss, auWe. (KTH) 310 Floule lol,autw 3 Bstitetd, NH 09110 Peon :(609)477.6790 07/24/2006 14:26 FAX 1 978 256 3339 MOORE LUMBER CHELMSFORD AIL-24-246 MON 0213 PM TRUS JOIST FAX NO, 856 985 9806 L A&MMJ■ rn by Weyerhaeuser July 24, 2006 Attn: Tim Morrison ON. Moore Lumber Co. 203Bo8ton Post Rd. Chelmsford. Ma 01824 X1001 Attached are TJ -Beam calculations based upon design in£wmation provided by G. V. Moore !.umber Co. These ealculadons can be identified by the Mowing data and time in the upper left hand Corner of each sheet: DESUCK DIATEMNIZ 7/24Q00611:37.03 AM P. 02/03 The professional engineer's stamp on this letter verifies the TJ-Beame analyses for the member(s) shown conform to aceapted engineering practice and use code accepted product design values. Each analysis reflects the iLevel by Weyerhaeuser products, depth and size for the spans and supports as shown has adequate capacity for the Loading conditions indicated. The input conditions shown on the calculations have been provided by O.V. Moore Lumber Co, Thein ut t been ed dor re wed or co 119tenCss and accura 111 hY a 12-rdessl2pal gndneer. All notes 5 � figures and design load information shown est these calculations must be reviewed with the design Professional and the local code official to ensure the design loads, spans, bearing conditions and deflection criteria are acocptabie fur the specific application. Building inspectors and/or owners should identity the "Silent Floor", "MirrollamoLVL", 'TaralAMOPSL", or "Timberetrandk L" marldngs on iLevol*M products to consrm that this letter is valid for the products actually used. Please feel free to contact me at ( are ally questions regarding the analyses. Northeast Tedutioel 5uppwt •360 Route 101. 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