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Home My WebLink AboutBuilding Permit #342 - 161 RALEIGH TAVERN LANE 10/30/2006 TOWN OF NORTH ANDOVER NORTi4 f APPLICATION FOR PLAN EXAMINATION 04s�*D O A I 3�z Permit NO: Date Received ArED Date Issued: D �9SSACHU`�� -Z, IMPORTANT: Applicant must complete all items on this page LOCATION 4L Print PROPERTML- R PrintMAP N PA"�//D ZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Residential Non-Residential ❑New Building ❑ One family Addition ❑Two or more family ❑Industrial Q Alteration No. of units: ❑Repair,replacement ❑Assessory Bldg ❑Commercial ❑Demolition ❑ Moving(relocation) ❑Other ❑ Others: { ❑Foundation only f DESCRIPTION OF WORK TO BE PREFORMED Aviv 5i7 ✓rte Tiv Hy?' ay--uJ 13s�-e-Q c tJ s� f4.Jc1J e�f` Identification Please Type or Print Clearly) -,_ OWNER: Name: 17.*IG-� o � s- ,�-0�- Phone 7 3 � T Address: /4/ CONTRACTOR Name: Vbu45' de,x�STvvrZL � Phone: Address: �yL e sr1y Y-e_ Jam ' Supervisor's Construction License: _Exp. Date: Home Improvement License: / s 73 Exp. Date: ARCHITECT/ENGINEER Name: Phone: Address: Reg.No. FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost :$ FEE:$ ko s — Check No.: �2�2Z? Receipt No.: Page I of 4 TYPE OF SEWERAGE DISPOSAL Swimming Pools 1111Tanning/Massage/Body Art ❑ Public Sewer Well Tobacco Sales ❑ Food Packaging/Sales 11❑ ❑ / Permanent Dumpster on Site Private(septic tank,etc. Electric Meter location to project NOTE: Persons contr cting with unregistered contractors do not have access to the guarantyfund Signature of Agent/Own Signature of contractr ? Plans Submitted El Plans Waiv ❑ Certified Plot Plan Eltamped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF-U FORM DATE REJECTED DATE APPROVED PLANNING& DEVELOPMENT ❑ ❑ COMMENTS DATE REJECTED DATE APPROVED CONSERVATION ❑ � n COMMENT DATE REJECTED DAT ROVED HEALTH ❑ �� I COMMENTS 7 � FIRE DEPARTMENT - Temp Dumpster on site yes no Fire Department signature/date COMMENTS Zoning Board of Appeals: Variance,Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water&Sewer connection/Sip-nature&Date Driveway Permit i Building Setback(ft.) Front Yard Side Yard Rear Yard Required Provided Required Provides Required Provided Dimension Number of Stories: Total square feet of floor area,based on Exterior dimensions. q Total land area, sq. ft.: �INOTES and DATA— (For department use Page 3 of 4 I i Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 Created 1MC.Jan.2006 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 ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work Addition Or Decks ❑ Building Permit Application ❑ Surveyed Plot Plan _ ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses f ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) f New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass 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 building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 Page 4 of 4 § ' Location . �w Z� l�U*xz� ��w \ No �� ` Date- � ��- � � , TOWN OF NORTH ANDOVER � � � 1 / � Certificate of Occupancy $ . _� Building/Frame f Foundation Pr|! Fee $ ` � . \ Other Permit F e $ £ � � . TOTAL . $ � \- Check * 0,F/ 19743 ` \\ s,bm Inspector �< � ��- JAN-22-2001 03:39 PM LARRY OGDEN 978 352 2858 P. 02 LAWRENCE Ii.OGDEN#P.E. 198 EAST MAIN STREET GEORGETOWN,MA 01833 97"2-8318 fax 978 3S2-2858 papa 978-902-8921 January 1$,2007 W.Roland Dominique Dominique's Construction,LLC. 25 Olennon Ave. Dracut,Ma, 01826 RE: Masinger Residence 161 Raleigh Tavern Lane,North Andover,Ma. �__T- Dear Mr.Dominique Per your request I visited the above site January 18,2007 to review the installation of the roof trusses for the garage addition at the above project.The roof trusses were provided by Wood Structures,with the design certified by Stephen W. Cabler P.E 31927 per the design sheet pgl dated April 24,2006. I hereby certify that the installation of the trusses is acceptable. Should you have any questions please do not hesitate to call. Yours truly, LAW LD s ,�►g 107 wrence H. Ogden,P.E. Structural 27765 1 2776 S H Cc. M. Brian Leath,North Andover Building Dept l LAWRENCE H. OGDEN P.E. 198 EAST MAIN STREET GEORGETOWN,MA 01833 978-352-8318 fax 978—352-2858 pager 978-502-5921 Janua 18 2007 Mr. Roland Dominique �T Dominique's Construction,LLC. \ 25 Glennon Ave. Dracut,Ma. 01826 RE: orth Andover,Ma. Dear Mr. Keene Per your request I visited the above site January 18,2007 to review the installation of the roof trusses for the garage addition at the above project. The roof trusses were provided by Wood Structures, with the design certified by Stephen W. Cabler RE 31927 per the design sheet pgl dated April 24,2006. I hereby certify that the installation of the trusses is acceptable. Should you have any questions please do not hesitate to call. Yours truly, OF Mj�s�9 LAWRENCE �y HAROLD v Lawrence H. Ogden,P.E. Structural 27765 ( cDE A� 65�p OAF S.T.ER �<c. SS��NAI�NG�� I i rf LAWRENCE M OGDEN,P.E. 198 EAST MAIN S'T'REET GEORGETOWN,MA 01833 978-352.8318 fox 978—332-2858 pager 978-502-3921 January 18,2007 Mr.Kenneth Keen Keen Construction Co. 44 Hewitt Ave North Andover,MA.01845 jRE:_Curtin_Residence 44 Sylvan Terrue,North Andover,Ma, !I Dear Mr.Keene Per your request I visited the above site January 18,2006 to review the,Engineered Lumber LVL Beam utilized in the framing of the structure as shown on a sketch certified by me 1/8/07. The installation is acceptable and therefore I can certify that the Engineered .Lumber member used in the framing of the structure is adequate to support the loads as specified in the Massachusetts State Building Code. Should you have any questions please do not hesitate to call. Yours truly, M�1.0 OL � Twrence H. Ogden, F.E. Structural 27765 y �S�OAAL f0k. NORTH Town of Andover 34zoo, jW LA over, Mass.,-/-7 .St V I r 11COCHICHEWICK 40 RATE D %ST WARD OF HEALTH Food/Kitchen PERMIT T D Septic System kf BUILDING INSPECTOR THIS CERTIFIES THAT sm..........I...... ........................................................................... .....P.-OR Foundation has permission to erect........................................ buildings on .../.4g./""`...r .W- -rVW- -4X~10.................... Rough to be occupied as. .. 0-0 ...411-AT-0 00-&............ Chimney provided that the p"eir*s*`on ermft jh �n%v:f-r�s�e conform to-the ter%Cof the appliCion an file in Final ...... ...ev -a pr-S. n B'_'.w. relating this off odes a ng 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 PERMEXPIRES IN 6 MONTHS Final ELECTRICAL INSPECTOR UNLESS CONSTRU ON STARTS Rough C . ....................... Service fti4ECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR 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. SEE REVERSE SIDE Smoke Det. ✓fie �omvnza�uu � i ? ABOARD OF BU LI DIN'UTIo s I 1 LLicense:`CONSTRUCTION SUPERVISOR Number CS 044201 Birthdate 04/2q/1953 1 Expires. 04/20!2008 Tr.no: 20958 ' j Restricted$ 00 ROLAND A DOMINIQUE 25 GLENNON AVE.._` ,__ -a C DRACUT, MA 01826 _ commissioner i ✓fie�anvmaruaeai ✓� 6i�[delt6. R, License or registration valid for individul Board of Building Regulations and Standards use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: \� t� Board of Building Regulations and Standards Registration: 151738 One Ashburton Place Rm 1301 lug Expiration 6/26/2008 Boston,Ma.02108 _.LtdaUabilityCorporation DOMINIQUE'S CONSTRUCTION`LLC. ROLAND DOMINIQUE 25 GLENON AVENUE ' f I Not valid without signatur DRACUT,MA 01826 Deputy Admini'"strator ` _77 CERTIFIED PLOT PLAN LOCATED IN NORTH ANDOVER, MASS. THE ZONING DIST. IS R2 SCALE.' 1"=40' DATE.6/27/2006 43,560 S.F.AREA 10/11/2006,10/20/2006 150'FRONTAGE Scott L. Giles R.P.L.S. 11 rr 30'SETBACKS ALL AROUND Frank. S. Giles R.P.L.S. 50 Deer Meadow Road J North Andover, Mass. 190.0' LOT#23 PLAN#5913 N.E.R.D. 44,710 S.F.+/- ov. z c� Q rn W W I �1..., 2 Sry W.F DwE m - 35' 30'SETBACK LINE w w 150.0' RALEIGH TA VERN LANE I CERTIFY THAT OFFSETS SHOWN ARE FOR THE USE tH pj THE OFFSETS OF THE BUILDING INSPECTOR ONLY SHOWN COMPLY AND SUCH USE IS FOR THE S L WITH THE ZONING BYLAWS OF DETERMINATION OF ZONING 3872 � NORTHANDOVER CONFORMITY OR NON-CONFORMITY WHEN BUILT WHEN CONSTRUCTED. o� EXISTING I 4'-Il 1/2' 10' � 1 a ' 24' 6 10' i OWNER- MR.+MRS. DAVE MESINGER ' f 161 RALEIGH TAVERN LANE NORTH ANDOVER, MA 01845 CONTRACTOR- DOMINIQUE CONST. L,L.C, 24 25 GLENNON AVE. DRACUT, MA 01826 TEL. 978-957-6308 , PR0P0SED FLOOR PLAN J' I i 12 6 � 1 I 2%8 HEADER I' 19, 2%8 HEADER 8' PROPOSED ELEVATION I i I I i 1 I @ER P SED ELEVATION � f 1o' 4' 24' I I 10' 10' i I9'-7' 24 7 I /�\ 9'-7' i i 1 2' OER�P C3SED FOUNDATION a•�-a• i ROOF TRUSSES PLYWOOD WEATHER AND ICE SHINGLES 12 M ROOF RAFTERS 6 r- R30 INSULATION yy tYVEKOD FIR�IiEETROCKTED CEDAR SNAKE SIDING 2%6 le, PLYWOOD %4 WALL R13 INSULATION I 4' CONCRETE SLAB PLYWOOD I — 10'POURED CONCRETE 2X6 P.T. PLATE 4' � 10'%20 FOOTING J BREEZEWAY SECTION GARAGE SECTION �� , sig• � i�—o• _._. OCT-10-2006 16:10 WOODSTRUCTURES 2072822423 P.002 Job Tfu3 s Truss Type Qty PlyDOMINIQUE CONSTRUCTION 110000697 063TOCIC 824680 FINK tap 1 161 RALEIGH TAVERN LANE,NORTH ANDOVER.MA Wood Structures,Inc„Biddeford,ME 04005 6200 a Oct 18 2005 MITek Induatrrea,Inc. wed Mar 22 08:17!23 200e Page 1 10-01 "_0 - --•--._...._.....�2-0A 17-10-0 24.0.0 i254.01 i 1.0.0 &2.0 5-10.0 &10.0 6-2-0 1.0-0 Scala=1:42. 4x10- 4 13 6.00 t 2 l �� Flush- Flush ..•�14 � a 7 ,� 6X16 6X16 r- __- V =_ -•--.J 13 degrees 10 is 9 16 6 13 degrees to member 2� 3x10 MT18H= 12- Imum a,r6= 4x6= to member 2-6 12 Maxi um ca ver ce tilove 1.0.0 8.4.1 15-7-15 23=0-0 •_, 124.0.01 1-0-0 74-1 7-3-14 7-4-1 PloteO�fsehr_(XYj_-[2:42-4,Edge].,[B:t)_•24,Etlge1 •• _ SPACING: 2.0.0 2.0.0 SPACING: 1-7-3 SPACING! 1.&0 SPACING 2-0.0 CSI DEFT- in (loc) I/dell Ud PLATES GRIP LOADING(psq LOADINQ(psf) LOADING(psn Plates Increase 1.15 TC 0.99 Vert(LI-) -0.21 8.10 >999 240 MT20 197M44 TCLL 60.0 TOLL 73.0 TCLL 90.0 Lumber Increase 1.15 BC 0.99 Vert(ft.) -0.34 6.8 a827 180 (Roof SnownW.0) (Roof Snowa75.0) (Roof Snow■90.0) Rep Stress Incr YE$ WB 024 Horz(TL) 0,09 6 Na n/a (Ground Snow-78.0) (Ground Snow-97,0) (Ground Snow-117_ TCDL 10.0 TCDL 12.5 TCDL 15.0 Code IRC2003/TPI2002 (Mauix) Weight 97 Ib BCLL 0,0 BOLL 0.0 BCLL 0.0 SCOL 10.0 BCDL 12.5 BCDL •15.0 LUMBER BRACING TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid coiling directly applied or 8-7-10 oc bracing, WEBS 2 X 4 SPF 165OF 1.5E WEDGE Left 2X8SYPM23,Right 2X8SYPM23 REACTIONS (lb/size) 2=2107/0-3-8.6=2107/0-38 Max Harz 2=143(lood case 7) Max Uplift 2-707(load Casa 8),6-7070ead vaso 9) Max Grav 2=2560(load case 2).6=2560(load case 3) FORCES (Ib)-Maximum Compresslon/Maximum Tension TOP CHORD 1-20194,2.11--3942/1115,3-11--3677/1130,312a3136/1078,4-1 2=-281 311,088,4-13@-2813/1088, 5.13=-3136/1078,5.14=-3877!1130,&14i-3942/1115.6-7-0/94 BOT CHORD 2.100-815/3263,10.156428/1986,9.15■.428/1986,9-106428/1986,&16a-42811986,848-81513263 WEBS 3.10+-12611414,4.10--333M468,4-6--333/1486,5-Ba-12611414 NOTES (12) 1)Wind:ASCE 7-02;120mph @241n o•c.;h■=q TCDLe4.0psf;5CDL■4,0psf;Category II;Exp C:enclosed;MWFRS gable and zone and C-C Exterlor(2)-1-04 to 2-0-0,'Interlor(1)24"to 9.0.0,Exterlor(2)94.0 to 15.0-0,Intodar(1)15.0.0 to 22-&0.Exterior(2) 22.0.0 to 25.0-0 zone;cantilever laft.and right exposed;Lumber DOL-1.60 plate grip DOL--11,60.This truss is designed ror C-C for members and forces,and for MWFRS for reacdons specified. 2)Wind:ASCE 7-02:134mph @19.21n o.c.:h-35tr,TCDL-5.Opsf•.BCDL■5,0psf:Category 11;Exp C;enelosed;MWFRS gable and and C-C Exterlor(2)-1-0.0 to 2-0.0,Interlor(1)2-0.0 to 9.0.0,EAeflor(2)9.0.0 to 15.0.0,Intanar(1)15-0-0 to 22.0.0.Exterior(2)22-0A to 25.0.0 zone;cantilever left and right exposed;Lumber DOL■l.60 plate grip DOL-1.60.This truss is dosigned for C-C for members and forces,and for MWFRS for reactions specified. 3)Wind:ASCE 7-02:146mph Q1 gin e.c.:h--35ft;TCDL=B.Dpsf;BCDL=6.Opaf:Category II;Exp C:enclosed;MWFRS gable end and C-C Exteriiar(2)-1.0.0(6 2-0.0.Intorior(1)2.0.0 to 9.0.0.Exterior(2)9-0.0 to 154.0,Interlor(1)115.0-010 22-0-0.Exterlor(2)22-0-0 to OF 25.0-0 zone;cantilever left and right exposed-Lumber DOL-1.60 plate grip DOLe1,60,This truss Is designed for C-C for members yl and forces,and for MWFRS for reactions specified. yG 4)TCLL:ASCE 7-02;Pf-60.0 pat(flat roof snow);Category It:Exp C.Partially Exp,;Ct+1,1 STEPHEN W. 5)Unbalanced snow loads have been considered for this design. r 6)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 60.0 psf on overhangs non-concurrent with other live loads. N01319" 7)This truss has been designed for a 10.0 psf bottom chord live load nonconeunwt with any other live loads. Q 8)This truss requires plate Inspection per the Tooth Count Method when this truss is chosen tar quality assurance inspection. gFd;rsTf, ' fir` 0 0 o bottom chord in all areas where a 1 3-6.0 0 -0.0 9)'This truss has been designed for a five load of 2 . psf n the rectangle to by 1 wide will fit be any other members. 10)Provide mechanical connection(by others)of truss to bearing plats capable of withstanding 707 Ib uplift at joint 2 and 707 Ib uplift at joint 6. 11)This truss Is designed In accordance with the 2003 International Residential Code sections R502.1 1.1 and R80ZI0.2 and referenced standard ANSI/TPI 1. AP ri1 24,200 12 Drawing reared exclusively for manufacturing.by Wood Structures Inc. Q WARM VO-V.ft da0a Fswaereonrs and JWAV NOM ON 7MR Arm MCLUDILD ACTS21 RMMRXNM PAM AW711112 BZMPZ 12= 14515 N.Outer Forty, f0 Oesfgn valid fo use wlth hCok connoclors.this d It bawd on upon parornotmrs ftywri,and If for an Indh/dual bulldlno component. Sulfa 03M n b11 of do np romantars and o Incorporation or component y rant is r Chesterfield.MO 9.1017 p N sip ppp pr pa corpora po esponsWty of bulidng deslgner-nor buss designer.ftdng shown Is for lotwed support of 1nd=.==only,only,Addltlonol tamporory brocpV to Wawa sidbiliy during eonsleucllon 6 the m3porwN111ty of the amclor.Add lIonal permanent brodno or the overall structure h the responslbIDN of the btAcMg designer.For general gu'danee repardnp MIR fabrfcallon 4ua0N control,storage,de0yery,erection and txaetng.conlull ANS M11 avol 09efla,03&69 and 1=1&AdhV Campsnent m • SWwV In omw6an avdbbb aom rrusf P101e lnemule.s63 o�Orwmo DME.*Madlson.101153719. ..i Tek _ T TOTAL P.002 Liberty Mutual Group Labe PO Box 7202 Mutual. Portsmouth,NH 03802-7202 Telephone(800)653-7893 Fax(603)431-5693 July 25, 2006 TOWN OF ANDOVER ATTN: J BRASSEUR 36 BARTLETT ST ANDOVER, MA 01810- RE: Certificate of Workers Compensation Insurance Insured: DOMINIQUE CONSTRUCTION LLC 25 GLENNON AVE DRACUT,MA 01826 .Policy Number: WC2-31 S-359739-016 Effective: 7/4/2006 Expiration: 7/4/2007 Coverage afforded under Workers Compensation Lary of the following state(s): MA Employers Liability: Bodily Injury By Accident: $ 500.000 Each Accident Bodily Injury by Disease: 500,000 Each Person Bodily hrjury by Disease: $ 500.000 Police Limits As of this date, the above-referenced policyholder is insured by Liberty Mutual Fire Insurance Co under the policy listed above. The insurance afforded by the listed policy is subject to all the terms; exclusions and conditions. and is not altered by any requirement, term or condition of any or other documents with respect to which this certificate may be issued. This certificate Is issued as a matter of information) only and confers no right upon Nola. toe certificate hot ec- This certificate is not an insurance policy and does not amend, extend, or alter the coverage afforded by the policy listed above. If this policy is cancelled before the stated expiration date,Liberty Mutual will endeavor to notify you of such cancellation. AUTHORIZED REPRESENTATIVE 1ABISRTY yMUTUAL INSURANCE GROUP this Ccrliticcac is executed by L.113ER7Y NAUTUAL INSURANCE GROUP as respects such insurance xs is al-lorded by those companies. cc: Insured: Producer of Record: DOMINIQUE CONSTRUCTION LLC GEORGE CATH INSURANCE AGENCY, INC 25 GLENNON AVE 703 CHELMSFORD ST DRACUT,MA 01826 LOWELL,MA 01851 7/25/2006 CERTIFIED PLOT PLAN LOCATED IN NORTH ANDOVER, MASS. THE ZONING DIST. IS R2 SCALE: I"=40' DATE 612712006 43,560 S.F.AREA 10/11/2006 150'FRONTAGE Scott L. Giles R.P.L.S. G 1J 30'SETBACKS ALL AROUND Frank. S. Giles R.P.L.S. 50 Deer Meadow Road North Andover, Mass. 190.0' LOT#23 PLAN#5913 N.E.R.D. 44,710 S.F.+/- v--- �Z Z0004 N wo N cn W N n 2 STy W F DwE4�- m � #161 Q�dP D 35' - G 30'SETBACK LINE W W 150.0' RALEIGH TAVERN LANE 1 CERTIFY THAT nF tr�, M ti OFFSETS SHOWN ARE FOR THE USE ° THE OFFSETS OF THE BUILDING INSPECTOR ONLY SHOWN COMPLY AND SUCH USE IS FOR THE i S WITH THE ZONING 972 y� DETERMINATION OF ZONING PfCISTE�� Q BYLAWS OF CONFORMITY OR NON-CONFORMITY WHEN BUILT WHEN CONSTRUCTED. Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Mr. & Mrs. Dave Meisinger Report Date: 10/05/06 Data filename: Untitled.rck Energy Code: 2000 MCC Location: North Andover,Massachusetts Construction Type: Single Family Glazing Area Percentage: 3% Heating Degree Days: 6322 Construction Site: Owner/Agent: Designer/Contractor: 161 Raleigh Tavern Lane Mr.&Mrs Dave Meisinger Roland Dominique North Andover,MA 01850 161 Raleigh Tavern Lane Dominique's Construction,LLC North Andover,MA 01845 25 Glennon Avenue 978-683-7494 Dracut,MA 01826 978-957-6308 .. G�iop lam,. *D C•p�• Ceiling 1:Flat Ceiling or Scissor Truss: 118 30.0 0.0 4 Wall 1:Wood Frame,16"o.c.: 280 13.0 0.0 20 Window 1:Vinyl=Frame:Double Pane with Low-E: 8 0.035 0 Door 1:Solid'. 32 0.035 1 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 118 19.0 0.0 6 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 2000 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date Project Notes: Construct Breezeway and two(2)car garage. Mr.&Mrs.Dave Meisinger Page 1 of 4 REScheck Software Version 3.7.3 Inspection Checklist Date: 10/05/06 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.035 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.035 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 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. ❑ Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5'clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. 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 installed in accordance with the manufacturer's installation instructions. ❑ 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 in unconditioned spaces must be insulated to R-5.Ducts outside the building must be insulated to R-6.5. Duct Construction: ❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181 B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Mr.&Mrs.Dave Meisinger Page 2 of 4 i ❑ 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. Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ 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: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Mr.&Mrs.Dave Meisinger Page 3 of 4 +,. y Table is Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2.Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Mr.&Mrs.Dave Meisinger Page 4 of 4 Ex[STIK i 101 C 4' 24 7' II 6 I !0' l i OWNER- MR.+MRS. DAVE MESINGER 161 RALEIGH TAVERN LANE NORTH ANDOVER, MA 01845 i CONTRACTOR- DOMINIQUE CONST. L.L.C. 24' 25 GLENNON AVE. DRACUT, MA 01826 TEL. 978-957-6308 PRCiPC]SED FL[]®R PLAN +' f I 12 6 r- I 2X8 HEADER L' l9' 2%8 HEADER W-7. 8' 4. Fia PROP®SED ELEVATION I � i 1 3 PROPOSED ELEVATION f -{, V-11 lir j I I/ \ 4' \� 24' I i 10' 10' a I i 24' 9'-7. V-6• I I 9'-7• i f PROPOSED FOUNDATION ROOF TRUSSES PLYVMD WEATHER AND ICE SHINGLES _ I2 2X8 ROOF RAFTERS 6 r R30 INSULATIDN j PLYVOOD YVEK FIRE RATED CEDAR TRUCK CEDAR SHAKE SIDING12, 2X6 PLYWMD xa vau. R13 INSULATMN I 2X10 4' CONCRETE SLAB �'PLYVOOD l0• POURED CONCRETE 2X6 P.T. PLATE 4' ( [0'X20 FOOTING 1 _ BREEZEWAY SECTION GARAGE SECTION i i OCT-10-2006 16:10 WOODSTRUCTURES 2072822423 P.002 Job Tfu3s Truss Type Qty Ply :MINICIUE CONSTRUCTION 110000897 O6STOCK 824680 FINK tap 1RALEIGH TAVERN IANE.NORTH ANDOVER.MA . . Woad Structures,Inc.,Biddeford,ME 04005 6.200 a Oct 18 2005 MITek Induatrlea.Inc, Wed Mar 22 08:17:23 2006 Page 1 4001 62-0 -__�-._.._...._.._..�z0.0 1T-10-0 24,7.(X) 125.0.1 i 1.. &2.0 5-100 5.10.0 6.2-0 1.0-0 Scale=1:42. 4xio- 4 13 6,00 F12 1.5x4 Flush- �'' '' �'. Flush 14 i 6� 7 17 == _ 6x18 6x16=- •"--� 13 degrees 10 is 9 16 8 to member 2•6 3x10 MT18H= 13 degrees 12- Imum 12 Mail um 4x8= 4x6= to member 2-8 can ver cat tileve 1.0.0 8.4.1 15-7-1523_0_0 124.0.01 1-0-0 7-4-1 7-3-14 7-0-1 1.0.0 SPACING: 2.0.0 SPACING: 1-7-3 SPACING: 1.&0 SPACING 2-0.0 CSI DEFL in (loc) Ildell Ud PLATES GRIP LOADING(psf) LOADING (par) LOADING(pen Plates Increase 1.15 TC 0.99 Vert(LL) •0.21 8.10 -999 240 MT20 1971144 TCLL 60,0 TCLL 75.0 TCLL go'0 Lumber Increase 1.15 BC 0.99 Vert(rL) -0.34 6•B >827 180 (Roof Snown80.0) (Roof Snow-75.0) (Roof Snow■9D.o) Rep Stress Inca YES WB 0.24 Horz(TL) 0.09 6 Na n/a (Ground Snow•78,0) (Ground Snow-97.0) (Ground Snow-117_C ) Code IRC2003/TP12002 (Mavix Weight 97 lb TCDL 10.0 TCDL 12.5 TCDL 15.0 BOLL 0.0 BCLL 0-0 BOLL 0"0 BOOL 1p.0 BCDL 12.5 I- BC DL 15,0 LUMBER BRACING TOP CHORD 2 X 4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SPF 210OF 1.8E BOT CHORD Rigid coiling directly applied or 8-7A 0 OG bracing. WEBS 2 X 4 SPF 165OF 1.5E WEDGE Left 2XaSYPM23,Right 2X8SYPM23 REACTIONS (lb/size) 2=210710-3-8.6=2107/0-3-8 Max Harz 2=143(load case 7) Mere Uplift 2=-707(load case 8),6=-70706ad case 9) Max Grav 2=2560(load case 2),6=2560(load case 3) FORCES (lb)-Maximum Compresslon/Maxlmum Tension TOP CHORD 1-2-0/94,2-11--3942/1115,3-11--367711130,3.12.3136/1078,4-1 2=-281 311 0 8 8,4-13=-2813/10$8, 5-13-313611078,5.14-387711130,6.14=-3942/1115,6-7-0194 BOT CHORD 2-10■-815/3263,10.15■-428/1986,9.1 5--42811 9 8 6,9.16-428/1986,8-16--42811986,8-8®815/3263 WEBS 3-10-126114114.4-10-333114416.4.8--333/1488,6.81261/414 NOTES (12) 1)Wind:ASCE 7-02;120mph @24ln o.a;hw351t;TCDLw4.0psh BCDLm4,0psf;Category II;Exp C;anciesed;MWFRS gable end zone and C-C Exterfor(2)A."to 2-0.0,lnterlor(1)2-0-0 to 0-0.0,Fjtterlor(2)9-0.0 to 15.0-0,Interior(1)15.0-0 to 22.00.Exterior(2) 22.0.0 to 25.0-0 zone;cantilever leftand right exposed;Lumber DOL-1.60 plata grip Dot=1.60.This truas is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Wind:ASCE 7,02:134mph @19.21n o.c.;h-35tr;TCDL-S.Opah.BCDL■5.0psf',Category II;Exp C;enclosed;MWFRS gable and and C-C Exterlor(2)-1.0.0 to 2-0.0,Interlor(1)2-04 to 9.0.0,Exterlor(2)9.0`0 to 15.0.0,Interior(1)15-0-0 to 22.0-0.Exterior(2)22-0-0 to 2S-0-0 zone;cantilever!eft and right exposed;Lumber DOLo1.60 plate grip DOL-1.60.This truss is designed far C•C for members and forces,and for MWFRS for reactions specified. 3)Wind:ASCE 7-02;146mph @1 Sin o.c.;h-S5ft;TCDL=6.Dprt BCDL=6.Opgh Category 11;Exp C;enclosed,MWFRS gable end and C-C Exterior(2)-1-0.0 to 2-0.0,Intorior(1)2.0.0 to 9434.Exterior(2)940.0 to 15-",Interfor(1)15-0-0 to 22-0-0,Exterlor(2)22-0.0 to 25.0.0 zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOLo1,60.This truss Is designed for C-C for members y1 and forces,and for MWFR$for reactions specified. yG 4)TCLL;ASCE 7-02;PF-60.0 pal(flat roof snow);Category II;Ftp C;Partially Exp,;CtE1,1 STIQPHEN W. 5)Unbalanced snow loads have been considered for this design. v. 6)This truss has been designed for greater of min roof I"load of 18.0 pst or 1.00 times flat roof load of 60.0 psf on overhangs nen-concurrent with other live loads. NO,31WAVI 7)This trues hoe been designed for a 10.0 psf bottom chord live load nonooneurrant with any other live loads. 8)This truss requires plate Inspection per the Tooth Count Method when this truss is Chosen for quality assurance inspection. '7Fd4SFf, 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tan by 1-0-0 wide All fit bo any other members. 10)Provide mechanical connection(by others)of trust to bearing plate capable of withstanding 707 lb uplift at jolts 2 and 707 Ib uplift at joint 6. 11)This truss Is designed In accordanoe wtlh the 2003 International Residential Code sections R502.11.1 and 8802-10.2 and referenced standard ANSMI 1. April 24,200 12)Drawing prepared exclusively for manufacturing by Wood Structures Inc. Q WAIMM00-Ves4fy doeon pwaMrWrfi and RPM IMMS ON 7Rls AM 7NL'V=D W7SH RZ AMM PADS=7473 RIMMAN U= 14515 N.Outer Forty, Nil m Desl9g�n olid for use only,with Mlfak connoclom this doslgn is basad only upon parometaa shown,and k for on IndMdual bulklIng eomlmeM. _ Sulla Ad00 n 7,nZW of do np remantalS and o N IWn or M scant Is r designer.Broeino shown Che6ta�•MO M017 PP N dC poo W P� go,pora cope ssporalbNtyol bulking design-)-not Inns d Ir.for kslaralsupport o1lndMdtsotwab sswmbars any,wddlltorgl lampotory prackrg to Inwre slab)))-tluNtg oonslNctbn b the responn'N ly of the aractor.Adaltlonal p•rrnarsent brocino or the overall structure b the resporsslbinN of the btMnD desi0ner•For general guidanca regardng fabeloollon.quaBly conlyd,storage,delivery,weellon and bracing,consul) AN9/r►Il Clunllly Cslr.rla,D56 a9 and BC519 mAding Gesnpon•nt M Tekm saw Inlossssafion avalksble from Tsuss Flals Insllule.553 D•Oholrlo OMs.Madhon.VA 53719,. TOTAL P.002 Dominique's Construction, LLC 25 Glennon Avenue Dracut, MA 01826 978=957-6308 i.� Mr. &Mrs. Dave McAinger 161 Raleigh Tavern Lane North Andover, MA 01845-5627 978-683-7494 September 29, 2006 CONTRACT AGREEMENT Entere/ert106 this 29th day of September, 2006 between Mr. & Mrs. Dave Mes$in1 Raleigh Tavern Lane, North Andover, Massachusetts (hereinafter the "Owner") and Dominique's Construction, LLC, 25 Glennon Avenue, Dracut, Massachusetts (hereinafter the "Contractor"). The Owner and the Contractor, for the consideration hereinafter stated, agree to the following: 1. Scope of work to be performed by Contractor agrees to provide all materials as needed and labor to build a two car garage and breezeway atl 61 Raleigh Tavern Lane, North Andover, Massachusetts. 2. The Contractor will provide all materials per estimate. 3. The Contractor to supply all labor for the work to be done per the estimate. 4. The Contractor is not responsible for unforeseen conditions below ground such as ledge, stumps, etc. PAYMENT SCHEDULE • $5,000.00 Deposit at the signing of the Contract; • $5,000.00 at start of excavation; • $10,000.00 upon the completion of the foundation being poured; • $2,000.00 after the garage floor is poured; • $5,000.00 at the start of framing; • $5,000.00 upon completion of the framing; • $2,000.00 at the start of rough plumbing; Page l of 4 • $2,000.00 at the start of rough electrical; • $6,000.00 upon the completion of the roof being shingled; • $3,000.00 upon installing of the garage doors; • $2,000.00 upon installation of breezeway door and stairs; • $5,000.00 at start of siding; • $5,000.00 upon completion of siding; • $1,000.00 after insulation is installed; • $2,000.00 after sheetrock is complete; • $500.00 after installation of tile in breezeway; • $2,000.00 after completion of electrical; • $2,000.00 after completion of plumbing; • $2,000.00 after completion of finished molding in breezeway; • $2,250.00 after finish punch list items. Total $68,750.00 No payment shall be considered an acceptance of defective or improper work or materials. Final payment may be withheld on account of defective work not remedied or claims filed, or failure of the Contractor to make payment to subcontractors, suppliers or employees, or otherwise fail to comply with the terms of this Agreement. Should the Owner withhold final payment, he or she shall immediately notify the general Contractor in writing of the reason for withholding. Contractor's Insurance: the Contractor shall be liable for all costs arising from claims on account of injury or accident attributable to work under the terms of this agreement and arising form the negligence of the Contractor. The Contractor shall carry insurance in amounts sufficient to protect him from claims under the Workmen's Compensation Act and from any other claims for damages or personal injuries that may arise from the performance or work under this Agreement. The Contractor shall supply "Certificates of Coverage" to the Owner upon request. Owner's Insurance: the Owner shall, during the progress of the work, maintain full insurance on the premises on which said work is to be performed against loss or damage by fire, lightning, vandalism, theft, extended coverage or other casualties, except for those covered under the Contractor's "Builder's Risk" insurance. 11 Cleanup: the Con shall, during the progress of the work, maintain the side in a clean, safe and orderly manner, and shall cause all debris and waste materials to be removed from the premises as expeditiously as possible, At the completion of the work, the Contractor shall remove all of his waste materials and rubbish from the premises, as well as all of his tools, construction equipment and surplus materials not charged to the Owner. The premises shall be left in a Page 2 of 4 broom clean condition. All debris and waste materials shall be disposed of in a lawful manner. Warranty: the Contractor shall promptly remedy any defects that appear during the course of the work. The Contractor warrants that the work performed by him, his employees and subcontractors retained by him, shall be free of defects in materials and workmanship for a period of one year from the date of completion. Such warranties shall not extend to any work performed or materials supplied by the Owners or others retained by the Owner. The Contractors liability under said warranties should be limited to the repair or replacement of the defective items. "Design Conditions" shall be defined as the minimum/standard set forth by the Massachusetts State Building Code or such other governing authority as may apply in effect at the time that the work in question was performed. Changes: No alteration or deviation shall be made in the work form that specified in the construction drawings and above specifications except by agreement between the Owner and the Contractor. If such changes should require an increase or decrease in the agreed upon price, such adjustment shall be agreed to in writing by the parties prior to the execution of such changes. The Contractor shall not impose any administrative fees or charges for such changes other than normal overhead and profit. Approved samples: whenever the Owner may require, the Contractor shall furnish for approval samples of the materials and finishes to be used in the work, and the finishes and materials used thereafter shall be in strict conformity with the approved samples. Non-interference: the Owner shall not impede or interfere with the efforts of employees and subcontractors engaged by the Contractor in the performance of the work provided for in this Agreement. Specifically, the Owner shall not transmit to said employees or subcontractors any instructions or changes regarding the work that they have been engaged by the Contractor to perform. The Owner shall transmit any such desired changes or instructions directly to the Contractor or his designated representative, who shall instruct said employees or subcontractors accordingly as may be necessary. The Owner agrees to indemnity and save the Contractors and their agents harmless from and against any and all cost, loss, expenses, liability, damages, or claims for damages, including cost of defending any action on account of any injury or damage to buildings. Improvement or property or any persons arising or resulting from the work provided for, on account of any act, omission or negligence of the Owner. Page 3 of 4 The Contractor will take precaution to protect the job site from damages. However, the Contractor cannot be responsible for damages caused by acts of God, such as high winds, snowstorms, hurricanes, etc., or acts of war or strikes. All materials and equipment shall be new and of first quality. Dominique's Construction, LLC r. rs. winger Roland A. Dominique �— Date Date Page 4 of 4